The URL can be used to link to this page

146 Venetian Bay Cir - BR04-000594 - SFRII PERMIT ADDRESS CONTRACTOR Morrison Homes ADDRESS 151 South_hall Ln #200 Maitland, FL 3275,1 407-257-6940 CRC 041929'- PHONE NUMBER PROPERTY ^""`TAD ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE vSUBDIVISION PERMIT # _ DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE f ' VAiBFHGiT GAiE1L41' RI City of Sanford Certificateof Occupancy This is to certify that the building located at 146 Venetian Bay Cir for which permit number 04-594 was issued has been completed according to the plans and specifications filed in the permit, to wit as New 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 06/04/04 Engineering: D. Sweet 06/03/04 Public Works: R. Buckner 06/03/04 Utilities: R. Blake 06/06/04 Fire Department: N/A Zoning: N/ A Morrison Homes Property Owner Building Official 06/10/ 04 Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION MULTI - FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: -)t )-4 C - ) ) - 5 1 q 0 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. Pdg-i-neering Public Works Utilities Fire Zonint Licensi CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION MULTI - FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 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. D Engineering _ ! Fire ublic Works W? -]Zoning Utilities 0Licensi CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) SANFORD PUBLIC WORKS DEPT. STREETS DIV. WORK ORDER NUMBER:-- 41096 CUSTOMER: MORRISON INPUT ON: 06/02/04 ADDRESS : 146 VENETIAN BAY CIRCLE PHONE : 407-832-5990 REQUEST : DRIVEWAY INSPECTION NEEDED FOR C.O. RELEASE TAKEN ON: 06/02/04, BY: CJL, GIVEN TO: BF COMPLETED ON:-/-/- Req: — — Activity type: — — Code: — — — WORK ADDRESS: UNITS DONE: UoM S/Ft-etc COMMENTS: EMPLOYEE---------- HOURS-: EQUIP HOURS MATERIAL ----- /QUAN COST I Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) June 2, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 49 Venetian Bay, 146 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 146 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 49, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates In Darae L. Przemieniecki , P.S Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy, Number MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 146 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 49 ," VENETIAN BAY " PLAT BOOK PAGES 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): W - #9 - ##.##P or ##.#####°) E 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 B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 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 E Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in B9: E NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes E No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* E Finished Construction A new Elevation Certificate will be required when construction of the building is complete, C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. r Datum Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes E No o a) Top of bottom floor (including basement or enclosure) 14. 9 ft.(m) co o b) Top of next higher floor NA. _ft.(m) ' v o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) o 0 allod) Attached garage (top of slab) 14. 6 ft.(m) E co o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 14.3 ft.(m) AC Service E 16 o f) Lowest adjacent (finished) grade (LAG) 14.2 ft.(m) Z' o g) Highest adjacent (finished) grade (HAG) 14.3 ft (m) N lY o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) FI. Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents 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 i TllR DATE TELEPHONE LxC_a._ 6-02-04 407-788-8808 FEMA Form 81-31, January 2003 ` See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 146 VENETIAN BAY CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Note: Item C3 e on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top ofthe bottom floor elevated in accordance with the community s floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community sfloodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6, DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS FEMA Form 81-31, January 2003 Check here if attachments Replaces all previous editions Herx 4 .4880ciates 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 of S CURVE DELTA ANGLE RADIUS ARCap NENT CHORD CHORD BEARING C I 19*05*48" 75.00' 25.00' 12.62' 24.88' N 24°18'12"W C 2 14°45'01- 75.00' 19.31' 22.82' 19.25' S 07°22'48"E C 3 90°05'05" 50.00' 78.61' 50.07' 70.76' N 45°02'50"W LINE BEARING DISTANCE LOT 51 L I N 42° 26 ' 00 "E 59. 30 ' L 2 L 2 S 00°00'17"E 53.50' L 3 S 61°26'00'W 27.07' LOT 49 8' GRADING N z 6.111 SO. FT. N 0 ko 6.8Q 6.7 00 a COv.24.7' tp r1 PORCH a 15.3' Un ko A 1979 t, t tTl YORKSHIRE -A 4 B- SINGLE FAMILY RESIDENCE LOT 48 FIN. FL. ELEV: 14.9 rn v, Ln LOT 50 pp rn o V o cp V o a6.0 0.6' 6.8 12.7'0 o, 0 21.3' 6.7 a SETBACKS: Ln Front 25' Rear 20' Side 5 'Corner 15' G o. T% Minimum Lot Width 50' U1 9sNote: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°5438'W. Vertical datum is based on NGVD per Engineering T 2. 2 ' construction plans by Neal H i l l e r Engineering. Inc. oJobNumber2001. 1.5' N CITY OF SANFORD LEGAL DESCRIPTION. Lot 49. " V E N E T I A N BA Y according to the Plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon les within Flood Zone "X" according to the Flood Insurance Rate Map Community Panel Number1202890035E.Dated 04117195. City of Sanford. Community Number 120294) Flood Zone determination was performed by graphic plottrnnq] from Food hsu-ance Rate Maps provided by FEMA. No field surveying was performed by this Firm to determine this Zone. The exact zone location ccn orJy be determined by on elevationstudy. We assume no responsibity for actual flooding condtions concerning this parcel. General Notes: 1. This is a BOUNDARY Survey performed in the field on 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, i1 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. 8. Copies of this Survey may be made for the original transaction only. 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 2004 Herx & Associates Inc. Ail rights reserved Certigcatlo Not valid without the signature and the originalraised seal of a Florl Icensed surveyor and Mapper TVs sury ye.Is the requkerie"afs of the Florida Mi m m Technical ndar rdtontaingain Chapter 61G17-6 FIogbIo ld inistrative Code. L71 r 1 ydillia A. Herx, F.L.S. Florida Registered Land Surveyor No. 3182 Darae L. Przemieniecki, P.S.M. Registered ,Surveyor and Ma per No. 6030 William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 MAY 2 7 2004Herx & Associates Inc., State of Florida LB 4937 1 / P.C.P. C/L VENETIAN BAY CIRCLE r (50' R/W) TRACT "F PRIVATE ROADWAY 1 P.C.P. S 89°54'38"W REFERENCED BEARING 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 MonumentCDChordP/L Property LineC.M. ConcreteMonument P.O.B. Point of BeginningEL. or ELEV Elevation (Proposed) P.O.C. Point of CommencementFINALEL. Elevation (Measured) P. 1 Point of IntersectionFD. Found PRC. Point of Reverse CurvatureFin.Fl. Elev. Finished Floor Elevation PT. Point of TangencyI.P. Iron Pipe R RadiusI.R. Iron Rod RED Radial eLArcLengthRES. ncResidenceLBLicensedBusinessRight -of -WayLS. Land Surveyor TBMTB Temporary BenchmarkBMeaMeasuredTYP. TypicalN/D(N&D) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Dro n by: CM Checked by: DP Prepored For: MORR15ON Job Number: 02-017-02 Scale : 1-- 30' Plot plan performed: 06-12-03ModelChange: 12-05-03 Foundation Survey: 03-04-04 Final Survey: 05-26-04 Revisions . L, o ti r ain e Builders Staten ent Insubafe°4 Fiber Glass BI CertainTeedOZ 11Insulation UTUT- OA0 Homeowner Name / Jobsite Name Home ess A2t 0 a Installer/ Contractor (sign) Company Name Date Builder ( sign) Company Name Date Inspected By (sign if required) Date R- VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. INSTALLED MINIMUM THICKNESS To obtain a Thermal Resistance R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: Qbs.) Should not be less than: in.) 60 36.5 27 0.986 22 49 29.6 34 0.800 1 B'/2 44 26.4 38 0.712 163/4 38 22.8 44 0.615 141/4 30 18.0 56 0.485 12 26 15.5 65 0.418 10'/2 22 13.1 77 0.353 9 19 111.1 90 0.301 71/4 13 17.7 1 129 1 0.209 51/2 11 1 6.6 1 151 1 0.179 1 43/4 ALOEn THICKNESS AREA (SQ. FT.) INSULSAFE 4 () BAGS USED BATTS/ROLLS () CEILINGS WALLS FLOORS THERMAL PERFORMANCE —ATTIC BLOWING APPLICATION In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft. of net area for each R-Value listed. The maximum net coverage must not exceed that specified for each R-Value. The, installed insulation must be at or above the specified minimum thickness for each R-Value. Failure= to install the required minimum weight,,per sq. ft. of insulation at or above the minimum thickness will result in reduced R-Value. This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHTa.FIXTURES—TOiPREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY T.0TY', I CLIGHT1IXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED±BALLASTS. 30- 24-233 Builders Statement A Saint-Gobain Company 02003 CertainTeed Corporation 10/03 I I CL 1 1 I 1 t I I 1 I t 1 1 1 1 I 1 1 CERTIFCATE OF OCCUPANCY f REQUEST FOR FINAL INSPECTION I 1 1 MULTI - FAMILY RESIDENCE**** 01 B as DATE:- 0 PERMIT#:,`- CV c c c N o0 I ADDRESS: \ sZ, fl. C) CL 0 r CONTRACTOR: PHONE #: 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 1 Fire iPublic Works Zoning tili ies ? e4'O Z Licensi CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 6/04/04 10:30:26 Location ID . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. S=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 240835 23.19.30.502-0000-0490 146 VENETIAN BAY CIR Free -form information SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-594 PD 12-22-03 SEE REC#6331 3/4"WA METER SET FEE $190.00 PD 12-22-03 REC#6331 F2=Address F3=Exit FS=Special Notes F9=Parcel Notes F12=Cancel Permit # : G Job Address: L Description of W, Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical _ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS J45— 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 Wgter 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 Name & Address: Name & Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer. Address: Attach Proof of Ownership & rt LA n State Lice Nu er: 1 Contact Perso i Phort Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in thisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requiren)e9ts of Florida Lien Law, FS 747. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: of r ni t,ot tractovn en r ne l Signature of Notary -State of Florida Da \\ ' Andrea K. Muse Contractor/Agent is — Personally Known $ A An s nr Produced ID or Expires November 16, 2007 Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) O.U1Sl9Yl D X S"Qduh i'.' 6( dtat e.CDovo,dayarksi c P mit # :_ Job Address:, Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION I /7w Date: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _: Addition/Alteration Change of Service Temporary Pole _V/ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines L] Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential / Commercial Industrial Total Square Footage::/-2aq— • / Construction Type: GM LL # of Stories: 4— # of Dwelling Units: /_ Flood Zone: n (FEMA form required for other than X) Parcel #: 23-J % I 30 6*02—/ 04000— Owners Name & Address: IvDCt<1_ i/t% /l0/ 4A!S IS/ 50urHH4I1, AM47#DTA. M/r 50/ Contractor Name & Address: UJA 572//Let addl-et c1luar— / Phone & Fax:,lr7%1 '07) 9OSS736, Bonding Company: /VA Address: /VA Attach Proof of Own—ership &pLegal Descriptio17 Phone: 40 / Q Z / 00 Mortgage Lender: ti I "t 1 Address: I1 Q Architect Address: Application is hereby made to obtain a permit to do the work and inso 61` "r4 as indicated-1 rerfi'TthatrnoE=0Wr mstauat issuance of a permit and that all work will be performed to meet standards of alllaws regulating construction in this jurisdict permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEA AIR CONDITIONERS, etc. r 740 commenced prior to the mderstand that a separate TANKS, and OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIQ.; OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there ma bead iti nal permits required from other governmental entities such as water m em t districts, state agencies, or federal agencies. Acceptanc mi ' rift 'on that I will notify the owner of he property of the requireme is r'da L' Law, 13. ao a N S N 9 H Signat re of wner/Agent D to Signature of Co tractor/Age I Dat m = C o USA JN6r, H144/.A USA 57 ZUc y CV ¢ y05m Print Owner/Agent's Print Contractor( WN ¢ g aLdSignatureofNoofFateSignatureofNDate * m e o ro a: w m j 41 ro Owner/Agent is Y Personally Known to Me or Contractor/Agent is Personally Known to Me or a'; d _ Produced ID NA _Produced ID /t3/4 YO r APRL ATION APPROVED BY: Bldg:1 } Zonin—DYg: Utilities: ED: Initial &Date) (Initial &Date) (initial &Date) (Initial & Date) Special Conditions: c rl. rr, corv LIMITED POWER OF ATTORNEY DATE: I HEREBY NAME AND APPOINT: DAPHNE CLARK, GUSTAV BOTE EACH AN AGENT OF: MORRISON HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER : SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO TO THIS APPOINTMENT. MARIA LISA STEINER NAME OF CONTRACTOR.) SIGNATURE OF CON RACTOR J STATE CERT. # CR-0041929 THINGS THAT ARE NECESSARY CONTRACTOR'S STATE REGISTRATION NUMBER. The foregoing instrumertt wu acknowledged before me this DATE: //ff/UL/v BY: M A 6S TEINER Who is personally known to me and did not take an oath. STATE OF FLORIDA. COUNTY OF ORANGE. 1-4 SIGNATURE OF NOTARY: SsY'r' LIANA EMIRO MY COMMISSION # DD 237jEXPIRES: August 3 200p,'F : Bonded Thru Notary ftw underw NOTARY SEAL. Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pis/web/re_web.seminole_county_title"PARCE... PARCEL DETAIL I t emin(Ar Omn17 rrlv rru xr c%rr u Ifni K. Wrsl NI. ti alord M1 32'71 411Tt at7Seb i GENERAL Parcel Id: 23-19-30-502-0000-0490 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Property Address: 146 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 t Q Back > * Fir r 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 49 VENETIAN BAY PB 63 PGS 84 - 88 I t: Hssessea values snown are Nu i cenmea values ana mererore are suolecr ro cnange oerore oeing nnauzea Tor as valorem Tax poses. Ifyou recently purchased a homesteaded property yournext year's property tax willbe based on Just/Market value. I of 1 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 of SrATYENTCURVEDELTAANGLERADIUSARCap CHORD CHORD BEARING C 1 19°05'48" 75.00' 25.00' 12.62' 24.88' N 24°18'12"W C 2 14°45'01" 75.00' 19.31' 22.82' 19.25' S 07°22'48"E C 3 90°05'05" 50.00' 78.61' 50.07' 70.76' N 45°02'50"W LINE BEARING DISTANCE LOT 51 L I N 42° 26 ' 00 "E 59. 30 ' L 2 L 2 S 00°00'17"E 53.50' L 3 S 61°26'00"W 27.07' LOT 49 GRADING N z 6.111 S0. FT. N N Lp 6.8 46.7 Co a CoV. 24.7' lQ n PORCH p a 15.3' Jl 1979 t Rl YORKSHIRE "A d B' SINGLE FAMILY RESIDENCE LOT 48 FIN. FL. ELEV: 14. 6 m LOT 50 Oo i o w O 65.0'D v 40.0'W 0.6 6.8 12.7 n 0 . L> SETBACKS: Max Coverage - 62 Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' MPERVIOUS SO. FT _ 54% Minimum Lot Width 50LOT SO. FT. IMPERVIOUS AREA -3.315 SO. FT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°54'38"W. Vertical datum is based on NGVD per Engineering constructionplansbyNealHillerEngineering. Inc. JobNumber2001. CITY OF SANFORD LEGAL DESCRIPTION: Lot 49. " V E N E T I A N B A Y according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone X': according to the Flood Insurance Rote Map Community Panel Number 120289 0035E.Dated 04117195. City of Sanford Community Number 120294) General Notes: PROPOSE D 1. This is a BOUNDARY Survey performed in the field on 2. No aerial, surface cr2surface 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 X" 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 a PLANS XITY OF SA FO 1 0 o v Ln N 7 , 1 .7 P. C.P. C/ L VENETIAN BAY CIRCLE 50 • R/W) TRACT -F " PRIVATE ROADWAY 1 P. C.P. S 89°54'38"W REFERENCED BEARING Legend a) 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 Curvature dACentralor (Delta) Angle P. C.P. Permanent Control Point CALCCalculatedPG. Page CBChordBearingP.R .M. RPermanent Reference Monument COChordPPropertyLineC. M. Concrete Monument P. O.B. Point of Beginning EL. or ELEV Elevation P.O.C. Point of Commencement FINALEL. Elevation (Measured) P.l. Point of Intersection FD. Found PRC. Point of Reverse Curvature Fin.Fl. Elev. Finished Floor Elevation PT. Point of Tangency I.P. Iron Pipe R Radius IR. Iron Rod RAD Radial Line LArcLengthRES. Residence LBLicensedBusinessRAVRight -of -Way LS. Land Surveyor TBM Temporary Benchmark MeaMeasuredTYP. Typical N/D(NSD) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Certification: Not valid without the a and the uoriginalraised seal of a Florida licensed Surveyor an Mappe Drawn by • CM urvey meets the require nt o/ the F1 rida Minimm Technic Checked b y : DP Standards as contained ir, ^ ,. t 61G17- Florida Administrative de. Prepared For: MORR I SON i Sketch of Legal Description Job Number: 02-017-02 This i s not a Survey Scale : 1'- 30• Plot plan performed: 06-12-03 WilliamA.Hery,P.L.S.Florida registered andSurveyorNo.3162 Model Chong;: 12-05-03 Darae L. f lrremieniecki, P, S.M.-Regisfere urveyor and Mapper No, 6030 Fo u n d ot i o n S u r v e y WilliamR, I lerx, P. S.M. Registered Surve and Mapper No. 6092 F i n o 1 Survey : HerxBAssociatesInc., State of Florida LB 4937 Revision t P. 210-03(203 9:04AM FROM CITY OF SANFo$D mmrr APPLICATION Permit # Job A44MU: Description of Work; ( Historic District: Zoning: Value of Works S—. * b Permit Type: Building buctrical Mcchattical Plttmbiog Fire Sprinkles/A1ann Pool E ectrit;sil: New SoMoe — # ofAMPS AddiliWAheration Changes of Savice Temporary POW Mechanical: Residential Non -Residential Rcplaccmcnt New (Duct Layout & Energy Cale. Requwd) Plumbing/ Ncw Comutertaial: # of Fixtures # of Wtacr & Sewer lanes # ofGas Lines Plumbing/New Raidential: # ofWatcr Ciosas ,, Plumbing Repair — Residential .or Cotmtivvial Occupancy Type: Residential Commercial Industrial Total Square Footabe: Construction Type: a of Stories: of Dwelling Units: Fkrad zone (nMA form required for other than X) Parccl Y: „_— Ownnrc Namu Address: PAooe & Fazt;/!° of Ownership & e rhone: State License Nu r. Cogtact Parton: boaktiog Cornpauy: ' Address:'"— htortgage Addreys: _ ..... _._ ArchitecuEugiueer: Phone: Address: Fact: Application is hereby made to obtain a peretir to do thework and installarions as indicated. I certify that no work or installation has commerical prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingcoostructivainibisjurisdiction. 1 understand that a 5aparalopermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HFATERS, TANKS, and AIR CONDITIONERS, ctc, OWNER'S AFFIDAVIT: t certify WA of the foregoing information is accurate and that all work will be done in compliance with all applicable klws m unarm?; construction and toning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN i UI111 I'P.Y INGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY SbVOM KWORDING YOUR NOTICE OF COMMENCKMF,.NT. NOTICE: In addition w the oequifcrnents ofthis permit, there may be additional restrictions applicable tothis property that may be found in the public records ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or faieral ugenctns• Acecptance of permit is vvrifreuion thu 1 will notify the owner of the properry of the require menu of Florida Lich Law, FS 713. Signature of Owner/Agent Dare Signature of Contra /Agent Date Print Owncr/Agent's Name Signuure of Notary -State of Flonda Owucr/Agent is _ Personally Known to Me or' Produced lD APPLICATION APPROVED BY: Old$: Initial & Datc) Print Con etor/Agent's Name Date S iture of Notary -State of Florida Oak George Stokes My Commission DD024871 Contractor/Agent is ,'Pcnonally Known t Expires May 13 2005 Produced ID Zoning: Utilities: Initial & Da(t) FD: initial & Nato) (Initial & Dalc) Spocial Conditions; CM OF S&T.F.ORDnumn &T vl3r Tt l z D. 3 N9I? €1dFe5S: Ilgserip'llop 04 NYvrliF p, iWork Disiriell, rani Tc:. `. -Aluj f Fag "IVo )".: Per_rrllt Type, Dtp;td ng Ftee c l Mes7kacrt} Fiatr:t irg s ,E pt is e lr^:l,, ! i• . - -- Elestricxtl: New, Servit € - q of &UPS drli o il,Alt amar Ch,ge Of sev-cc l ercrsaa t y Fo3t - rSeelaara(e ` Residentiat i lo;1-ReSideiiti l Kepi 1t New (17aact L aYoW Ene gyPlumbing: New Corrrtrierchal: 4 of Fixtv3es. =z o€ lkYnte A-, Seaver Lino-„< ©fC Lines PlumbinglNeev Resideretinf: u o-fWebwses Occupncy Type: Residential P# t fie tag F e r liiesic eaida or C ono eFerLl Total -NM51 s FoatV F.e: ConstructionType: A of Stories: Al of Dwelling Units: Flood zmle: (FiEMA form required for o bl r .r Gknv } Parcel P: (Atizel, Freo. a Ownership is L-egA Description) OwnersName & Address: / Phone: -- Contractor Name c& Address:_ Ai ATR/T &',ATi1' r- P, dTP l ryAwn Phone c& Fax: Bonding Company: Address' Mortgage Lender: . Address' A h• i t/E rc a ecngtneer: Phone: Address.-.. Apalication is hereby ngjde to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior t(; dic issuance of apermitandthatallworkwillbeperfo„ -d to „ i standards of all laws regulating con,s icbon in this jurisdiction. I understand that a Separate Permit trust be secu,. for ELECTRICAL WORT'., PLUMBO iG, S1CNS, WELLS, POOLS, FURNACES, BOILER„ 11EATERS, TANKS, and AIR GONDITIONr~ , etc. 9 OWNER'S. AFFiDAVIT: I roily that all of the foregoing info,„ration is aesuiateand that all work +,all bd done in compliance W)ffi Eli applical lc i r f ,Jxb.,n'g' constructionandzoning. WARNDIG TO OWNER' YOUR FAiLURtE T 0 RECORD ANO?7CE OF COI MENCFNII NT _ A _' !EE-SU1;T TN1 01 m l / `1 G TWICE FOR MPROVF1ENTSTOYOURPROPERry- IF YOU lliT 1' EEND TO OBTAR4 MANCING, CONSULT WTti YOUR LENDER OR A),) t ATTORNEY BEFORE,,RECORDING YOUR NOTICE OF COMMENCEMENT. i ieense dumber ^++ Rum NOTICE: li additio to the requirements of this permit, theretray be additional restrictions applicab to This p this county, and then may be additional permits required from other gove u, tal entities such titer enan Acceptance of permtit is verification that I Neill notify the owner of the property of there 'rements of r da L A4 Signature ofOwner/ Agent Print Owner/Agent' s Name Signature of Notary - State of Flonda Owner/Agent is Produced ID Personal)., Known to Me or APPLICA1ION APPROVED BY: Bldg: Initial & Date) xcju! (' ondtiions: may be fou, „ U1c public' Lords of Us, sta age t(s, o) fcde`e i aguncies. 13. / MAR Date gn re of Con>=zcior/Agent OBERT G. DELLO RUSSO Print Contractni Aeent' s Name Date Signature of Flonda Date V Contractor/Aeec.::; _ Personw; N Known to Me or Produce' ;J 9 200t. MAR 2 g Z004 Zoning: Ln .::,s; I D _ Initial 7]WMFV actsk to h iia DMIRINDA C. TURNER IdtcFIPES: June 14 2007ThruNotaryPublic Underwriters COUNTY UF S[MINUL[ IMPACT FEE STATEMEHT . ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75781 DATE: BUILDING PERMIT NUMBER: CITY) COUNTY NUMBER: UNIT ADDRESS: TRAFFIC 70HE: JUKICDICTION: SEC : TWP: RNG: PARCEL: Si[8DlVISION: PLAT BOOK: pLAT BOOK PAGE: BLDCK: LOT: l ADDRESS: --------- ---- /f/''- -----'-------'' APPLICANT NAME: ADDRESS:: I/J';_....... ... ... --------------_------------------------------.-' LAND CATEGORY: 001 - Single Family Detached House TYPE US[: Renidentia1 WORK DESCRIPTION: Single Family House: Detached - Construction F[E BEKEFIT RA7E FEE UNIT RATE PER # & TYPE TOTAL DU[ TYPE DIST SCHEDULE BESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 OADS ' COLLECTCRS NORTH O dwl unit $ 142.00 1 $ 142.00 LIDRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.0o 2,285.00 STATEMENT R[CFIV[D BY: 1/ SIGNATURE: r^-------------------------- P EASE PRINT NAM[> NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **0,` DISTRIBUTION: 1-COUN1Y 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERCONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT, P[RSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRIT7EN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OK OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THF COUNTY LAkD DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING AyPEAiS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SfOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NOR11! PARK AVENUE CANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THT TOP L[FT OF THE N8T{CE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*I* fff*************SINGE_E FAMILY BUILDING 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 CURVE DELTA ANGLE RADIUS ARap of S fr NT CHORD CHORD BEARING C I C 2 C 3 LINE L I L 2 L 3 19*05*48" 75.00' 25.00 14°45'01" 75.00' 19.31 90°05'05" 50.00' 78.61 BEARING N 42°26'00"E S 00°00'17"E S 61°26'00"W DISTANCE 59.30' 53.50' 27. 07' 4 co O 0 Ut Q 14 m LOT 48 CO V v 0 SETBACKS: Max Coverage - 62 Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' WERVIOUS SO. FT. - 54Y Minimum Lot Width 50' LOT SO. FT. IMPERVIOUS AREA-3.315 SO. FT. Note.. Bearings shown hereon are referenced to the C/L of VENETIAN BAY CIRCLE as being S 89°54'38-W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering. Inc. Job Number 2001. CITY OF SANFORD LEGAL DESCRIPTION: Lot 49. - V E N E T I A N BA Y according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County, Florida. 12.62' 24.88 22.82' 19.25 50.07' 70.76 LOT 51 L2 LOT 49 B" GRADING N 5.111 50. FT. N 777777 6.7.n COv. PORCH 15.3' 1979 YORKSHIRE -A 6 B' SINGLE FAMILY RESIDENCE FIN. FL. ELEV: 14.6 rn o 0 FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X". according to the Flood hsurance Rate Map Community Panel Number 120289 0035E.Dated 04/17/95. City of Sanford. Community Number 120294) General Notes: _ Dn1. This is a BOUNDARY Survey performed in the field on Fl 7 O Pd S E 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerial encroachments, ifany, 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 Constru,-Lion 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 34" iron rod with yellow plastic cap marked LB4937 or LS3182, or M" iron rod with red plastic cap marked 'Witness Corner" unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument 65.0D 40.0'W N 24°18'12"W S 07° 22 ' 48 "E N 45°02'50"W ko o. Ut 1] C..t LOT 50 Gd v O 7 a Ln o 10 CJS CV U 0 o U N CIL EL C/L VENETIAN r (50' R/W) PRIVATE 1 P.C.P. S 89° 54 ' 38 "W REFERENCED BEARING P.C.P. BAY CIRCLE TRACT "F ' ROADWAY 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 d Central or (Delta) Angle PCC. Point of Compound Curvature CALC Calculated P.C.P. Permanent Control Point CB Chord Besring PG. P.R. M. Page Permanent Reference MonumentCDChordP/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 of IntersectionFD. Fin.Fl.Elev. Found Finished Floor Elevation PRC. Point ofReverse Curvature I.P. Iron Pipe PT. Point of Tangency I.R. Iron Rod R Radius L Arc Length RAD Radial Line LB Licensed Business RES. Residence LS. Land Surveyor R v Right -of -Way Mea Measured TBM Temporary Benchmark N/D(N&D) Nail and Disk TYP. Typical N.R. - Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawing) Certificaflon: Not valid without the signature and the originalraised seal of a Florida licensed Surveyor and Drawn b y : Cu rvey meets. the requireme s the FI ' Minimum Technical - Checked by : OP Standa s as contained in C apt 17-6 FI da Administrative Code. Prepared For : MORR 1 SON Sketch of Legol Descript ion Job Number: 02-017-02 This is not o Survey Scale : 1-- 30' Plot plan performed: 06-12-03WilliamA. Herx, P. L. S. Florida Registered L Surveyor No. 3182 Mode 1 Chong;: 12 - 05 - 03 Darae L. Przernieniecki, P.S. M. Registered eyorand Mapper No. 6030 Fo u n do lion u r v ey: William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 F i n a I Survey: Herx 8 Associates Inc., State of Florida LB 4937 Revisions Permit # : 01At Job Address: Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: Zoning: Value of Work: Permit Type: Building V/ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS /50 _ Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy 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: Z& • Construction Type: # of Stories: # of Dwelling Units:_ Flood Zone: X (FEMA form required for other than X) Aarcel #: ( T/ ! „1` 02 — (/V'ro I/4_%Q (Attach Proof of Ownership &Legal Description) Ownerss Name &,/ Address: Aomwrs ISI 6041 hIA4c ~#Z"i *Z W , FL, 32 7.7I Phone: 407,6G7Q071 - --- Contractor Name & Address: oNV_VW 4&Y/ 1 7 %M&If WA;.o //VIGIGi"Oy ayfr/6J aIG/'.fr W /- /1 State License Number. CIS 0 041 / 24 ',Y Phone & Fax: ( 7t7 %90110G Contact Person: b4RA1A ' Phone&0. 1 / e 744 Bonding Company. AJA Address: /W/ 4 Mortgage Lender: VA Address: IV f4 ArchitecUEn tg llueer: /, ul#6 Phone: v Address: 47JAVl' M ILh.M 't IKJ Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requi ents of this permit, there may be additional restrictions applicable to this pro that may be found in the public records of this county, and there ma bead --al permits required from other governmental entities such as water m age nt districts, state agencies, or federal agencies. Acceptance s n a notify the owner of the property of the requirents *FS713. 03; f1. Signatu o Owner/Agent D6 Signature of o ractor/Agent e Print Owner/Agent' s Name Print Contractor/Agent's Name /0 7' $ X N coSignature of Notary -State of rida D to 3 Signature of Notary - State o a Inv, r. L J a 0. r Owner/ Agent is y Personally Known to Me or Contractor/Agent is Personally Known to Me or > '' Produced ID NA — Produced ID PA r a• A FC ATION APPROVED BY: Bldg Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) 1% ysr Special Conditions: Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of SurveyCURVEDELTAANGLERADIUSARCTANGENT CHORD CHORD BEARING C 1 19"05'48" 75.00' 25.00' 12.62' 24.68' N 24018'12'W C 2 14°45'01- 75.00' 19.31' 22.82' 19.25' S 07°22'48'E C 3 90*05*05" 50.00' 78.61' 50.07' 70.76' N 45°02'50-W LINE BEARING DISTANCE LOT 51 L I N 42°26'00'E 59.30' L2 L 2 S 00°00'17'E 53.50' L 3 S 61°26'00'W 27.07' LOT 49 BGRADING 0 Z 6.111 SO. FT. o N 9. 3 OD7' 16.00 9. 2 N ko COY. o PORCHU' tr; 16. 3' DOVER ^ 1614 tp pELEV. A.6 a C SINGLE FAMILY r Rl RESIDENCE N FIN, FL. ELEV: v 14.6 0 LOT 48 LOT 50 V ko V 9.3 1.3'5.0' 35' W O to N NSETBACKS Mox Coveroge - 62 x Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' WERVIOUS SO. FT.. 48 Minimum Lot Width 50' LOT sf?.. IMPERVIOUS AREA - 2.922 SO. FT. Note: Bearings shown hereon are referenced to the C/L of as being S 89°5438-W. Venccd daturn is based on NGVD per Engineering constructionplansbyNedHiIIerEngineering, hc. lobNumber2001. CITY OF SANFORD LEGAL DESCRPTION Lot 49 " V E N E T I A N BA Y according to the plot thereof as recorded in Plat Book of popes - of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon les within Flood Zone X" occordng to the Flood hsurance Rote Mop Cormrlunity Panel Nxnber 120289 0035E.Doted 04117195. City of Sanford Corrolmtity Number 120294) General Notes: 1. This is a BOUNDARY Survey performed in the field on Proposed 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/ aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the 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 M" iron rod with red plastic cap marked 'Witness Corner" unless otherwise noted. 0 Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument CV V 0 U ui N P. C.P. IC/ L r ( 50' R/W) TRACT "F" PRIVATE ROADWAY 1 P. C.P. I S 89°54'38-W REFERENCED BEARING Legend 81 Temporary Benchmark O/S Offset assumed datum) O.R.B. Official Records Book BOW Back of sidewalk PB Plat Book C/ L Centedine PC Point of Curvature1CALC Central or (Delta) Angle PCC. Point of CompoundCurvature Calculated P.C.P. Permanent Control Point Ca Chord Bearing P P CO Chard P. P.R.M. r PermanentReference Monument C. M. Concrete Monument PA- Property Line EL. or ELEV Elevation P O.B. Point of Beginning FINAL EL. Elevation (Measured) P.O.C. Point of Commencement FD. Found P.I. Point o/Intersection F. Fl. Elev. Finished Floor Elevation PRC. Point of ReverseCurvature I P. Iron Pipe PTPoint ofTangency I. R. Iron Rod R RAO Radius Radial Line LLB Arc Length Licensed Business RES. Residence I. S. Land Surveyor RAN Rightol-Way Mae Measured rem Temporary Benchmark N/ D(NdD) Nail and Disk TYP. Typical Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Certification; Not valid without the 4furs and the original raised seal ofaFloridalicensedSurveyorMaprDrown by: CM rveymeetstherequiresofthlondaMinimumTechnicalChockedby : DP StandssasoottannediChr61 -6 Florida Adrrrinistrea Code. Pr e por e dFor : MORR 1 SON SketchofLegalDescripionJobNawber: 02-017-02 r dAa This is not a Survey Scala : •• 30' William A. Marx, P. L. S. Florida RegisteP. S. Florida Registe Land Surveyor 31823182 Plot p 1 o n p a r f o rwa d : 06 - 12 - 03 Dares L. Prremienlecki, P. S.M. Regisf Surveyor and Mapper No. 6030 FOUR Orion Survey: Wiliam R. Herr, P. S.M. Registered Su yor and Mapper No. 6092 Final i Survey: Herx 6 Associates Inc., Stets of FloridaLB 4937 Revisions Seminole County Property Appraiser Get Information by Parcel N... http://www.scpafl.org/pis/weblre_web.seminole_county_title?PAR... PARCEL DETAIL lid I d Il uiu I I p ,I' ; Back yt tea~ S(k, 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 23-1930-502-0000-0490 Tax District: S1-SANFORD Number of Buildings: 0 Owner: CENTRAL FLA DEV Exemptions: Depreciated Bldg Value: $0PARTNERSLC OwNAddr: #200 Depreciated EXFT Value: $0 Address: 1053 MAITLAND CENTER COM BLVD Land Value (Market): $11,310 City,State,MpCode: MAITLAND FL 32751 Land Value Ag: $0 Property Address: JusttMarket Value: $11,310 Subdivision Name: VENETIAN BAY Assessed Value (SOH): $11,310 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $11,310 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: Deed Date Book Page Amount Vacllmp 2003 Taxable Value: Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 49 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 11,310.00 $11,310 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recend rchased a homesteaded rty our next ars tax will be based on JusWarket value. 1 of 1 11/13/2003 6:42 AM M wells win "IN I logo Permit Number: Prepared By and Return To Daphne Clark 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05097 PG 1825 CLERK'S # 2003203643 RECORDED 11/13/2003 12:50:45 PM RECORDING FEES 6.00 RECORDED BY G Harford The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice ofCommencement. 1. Description of property: Lot Number Legal Description TIAN BAY, according to the platthereof; as recorded in Plat Book 63, Pages 84-88, ofthe public records of Seminole County, Florida. Street Address 1469 (.; ( VENETIAN BAY). 2. General description of improvements: New single family residence 3. Owner information : Name Morrison Homes Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282 4. Fee Simple Title Holder: N.A. 5. Contractor: Name Maria Lisa Steiner Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 6. Surety: N.A. Fax Number (407) 629-5282: 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents maybeservedasprovidesby713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy ofthe Lienor's Notice as providedin713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement : One year from the date ofrecurut Date Signed : Signature of Owner's =RT, FIED COPYgnAgent, Maria Lisa Steiner: tNE Mo CLERK OF CIRCUITSworntoandsubeforemethisbyMariaLisaSteiner, who is personally known to me. CU T CO fC1! N OU NTY. FL RIM My COMMISSION t DO Signs o otary: Notary Seal:, EXPIRES June 27, 2007 W3ocnoPBandedThruBudgetNotaryServicesOjj\) + W I LIMITED POWER OF ATTORNEY DATE: ( z I HEREBY NAME AND APPOINT: DANK) ( CHV, FRED MOW/qoTAV 160TES EACH AN AGENT OF: MORRISON HOME TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO TO THIS APPOINTMENT. MARIA LISA STEINER AW OF CONT R. SIGNATURE OF CONTRACTOR) STATE CERT. # CR-CO41929 THINGS THAT ARE NECESSARY CONTRACTOR' S STATE REGISTRATION NUMBER) The foregoing instrument as acknowledged before me this DATE: 3 BY: LI ASTfMR Who is personally known to me and did not take an oath. STATE OF FLORIDA or COUNTY OF ORANGE. SIGNATURE OF NOTARY: Nll i t.1f11 AEMIRO K MY COMMISSION M DD 237775 EXPIRES: August 3, 2D07 BMW Thru Notary him uldOrMbF6. NOTARY SEAL. TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: ON $MYTH LUMBER Co. Job Identification: Z1979B Z19796 Address 1 VENETIAN BAY ROOF TRuss DIVISION Address 2 LOT 49 2722 SOUTH APOPKA BLVD. Jurisdiction: CITY OF SANFORD APOPKA, FL 32703 General Building Design Information 407-299-1522 Florida Building Code - 2001; Chapters 16 and 23 FAx: 407-299.915 ANSI?PI 1 Design Loads Roof: 37 PSF Floor: — Wind: 120 MPH ASCE 7-98 Engineer of Record ROBERT MONTH OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer: Seal Dat4: 05-Dec-03 Truss Engineer: William M. Ranieri Alpine Engineered Products Design Software FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only If depicted with a copy of the Truss Engineer's Ink -stamp seal. Standard Detail Designs: Sid. Gable, Struct. Gable, Comer Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: 1111 R3 R4 R5 R6 R7 R8 R9 R21 R22 R23 R24 2PLY R25 R26 R27 V1 V2 H1 H2 H3 E1 E2 E3 C1 C2 C3 C4 cs 28 Plus Standard Details PLANS REVIEWED CITY OF SANFORD Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers ENTRY G0"4JN A KREEWALL P 5' O' FL Hi EM 1,T FLOOR FLATS FC*HT n q q' LN-EZS OThffWrgE NOTED W iam M. Ranieri PE FL Lic. No. 427154 This p acement plan shm the desiWOon and relative location ofeach trussandistobeusednemoncbonwiththecorrespondingtrussdesignTheTn ss nglneels MTnsibitity relative todhia structure consists sokty of the design of t hs individual trusses, Was to rues wnnecU. and does not include the design of any supporting sbucwral elerm The I mft de professional has final approval of ft truss ngsndlor truss placement plan n of the to ry and permanent bradng i, the diapltregm system, shear wa6s and e ents tgor+r tlateral bads kom wind andlor smsm.c activity ade ss W sshall , lxd nottbbe to hesswal I Ix s, p'dches anndd depths. IN bvf; 4 3/16' tY74D TRtfiSEh 4 1C , '! R41SE0 FEn'.S DA(K (OIa DLOC,' < 1/2ON FRA),E WALLS MYTH L-UMf%EF G0, F: 00F TFLYY5 DI` Ic.?ION 722 SOUTH APOPKA r3L'•/D APOPKA, FL 32703 407) 2qq - 1522 FAX ( 407) 2"I'l - 11153 Engineering Gertlflcate of Authorization # a218 NOTES 1) IT n TTE DIA.OER5 RtSPO f DUTYTO VERFYW`7FLAC13.6dT PLAN AnD TRUSS Of.,04 DRA'WNCfi AGCTY T M-0 GODTTI" " Off" LATENT. NMFV 5GE SEOTUN TA26 AN`AfTITHq* APFTV¢, rtD NAAE rMT) Y£ 9 DATE 2) TRV55ES iAP)T NOT DE GUT OR ALTEREO NM!Y WAY WITHOVT rROR AUTFVMATM DY SMYTH TRUST cl%~. 3) TQI/f S THAT ARE art OF ALTERED WnHWTAV7HORVATIONWLLDEP.5ArM OR REPI.ACB+ AT ghTOkff" E>AH45E4) DA=4-"EES OF ANY KW WU NOT DE GOhWMM "WITHM I" RE'EW " WRITTEN COW'" DY `,MYTH TRVSS (1OWAN,. DETA11, 5: 1) MM TO HD 11 Wt:OM.U1VATTONS FOR KVXU, b, FISTALLATVN. AW TeWORARY DICUM RFfU TO EN%ffRFD DRA"YA FOR. FE0441& a DRACM REOARED 2) ALL TRV5Y WRA UCgX TRifY)ESIk= VALLEY FRAAWYA RRf) T DE OORh.ETELY DECKED OR REFER TO VALLEY TROY) CCTALS FOR AL MOWS DRACJ% RtO.REVM, 3) ALL VALLEYS TO DECOMJENTIOidN Y 4) Nr"M LOAD DEARFK WALLS ALL P.00FTn" HA 1; TO DE Srf'SOIMA24 OR V5F KANThAfi) "U MkIh11 DVTa) OTKfil ' SWSOH usr KANT m - NUS28 OR THD26 to - HHUS28.2 OR THD226-2 Q - HHU328-2 OR THD28-2 HHUS48 OR THD48 P - HGUS26-2 OR THDH26-2 m - HGUS20.2 OR THDH28-2 0 - HGUS28.3 OR THWO-3 0. SULMID OR SKWIMM O - HGUS48 OR THOH48 THA422 OR MSH422 D- TKAC422 OR MSH4221F 4. mulo OR HDMIF 0. THAA25 OR HJC26 AUDRE5S YOW )HHEE I L19/98 - L19/96 K1) THIS DWG PREPARED FROM COM!9TER INP41T LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 2 120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD, DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X6m 9-4-0 3X8(B1) = 3X8(B1) _ ty H 1— 20-0-0 I 0-0-0 1 E 40-0-0 Over 2 Supports R=1561 U=479 W=8" R=1561 U=479 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD OTY:12 FL 1 R - Scale=.1875" Ft. WARNING-* TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND ! BRA[ING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACIN6), PUBLISHED BY TPI (TRUSS PLATE ..••.•,. T C L L 20.0 PSF R E F R 3 52 - - 4 0 7 2INSTITUTE. 583 D'ONOFRIO DR., SUtiE 200. MADISON. Y1 53T19). FOR SAFETY PRAtilCES PRIOR TO at F1(j'•, / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED4 -7 {:s T C DL 7.0 P S F DATE 0 5 / 0 5 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION ..IMPORTANT-- FURNISH A CORM OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED ys '427 S BC DL 10.0 PSF DRW SLTUSR352 03125006PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 7i i2722SOUTNAPOPKABLvO. BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND t APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF ' BC L L 0.0 PSF S L T - E N G / WMR 407.2931 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ti• R,0 •" FAX 407-299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSIifON CONNECTORS PER•1 TOT. L D . 3 7.0 P S F S E 0 N - 26241 PROFESSIONAL FNGINEER(NG DRAWINGS 160 A i. THC SEAL OR THIS DRAWING IMDiCA7E5 ACCEPTANCE OF P80FESSIONAL ENGINEERING OUR . F A C . 1.25 FROM R HREESPON51B1LITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS / l CERTIFICATE OFAUTNOREIATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. May 05 '03 SPACING 24.0" JREF - 1S2I352_ZO3 LIN11s - tl!)INU - Ks 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 3X8(B1) s 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) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS, REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REOUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 5X6m 2.5X4 0 2.5X4 6 r 6 5X60 5X640 A) (A) 9-4-0 5X6= 5X10= 5X6= 3X8(B1) _ 11-4-0, 2.0-019-0-0 _i_ _f_ 19-0-0 _I 40-0-0 Over 2 Supports --- 'I R=1561 U=480 W=8" R=1561 U=480 W=8' PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:2 FL - 1 R - Scale=.1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R 3 5 2-- 4 0 7 3RRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE .• a INSTITUTE, S83 D'ONOFRID DR., SUITE 200. MADISON, W1 53719). FOR SAFETY PRACTICES PRIOR TO `AtiFl t PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ttt4v. T C DL 7.0 PSF DATE 0 5 / 0 5 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j No"4Z704 ' ROOF TRUSS DIVISION •IMPORTANT•* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED *t =1 BC DL 10.0 PSF DRW SLTUSR352 03125007PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CO%F ORNANCE WITH TPI: OR FABRICATING. ICATiN6. HANDLING. ING. SHIPPING, INS iALLiDE AND STATE OF BC LL 0.0 PSF SLT-ENG /WMR APOPKA. Fl- 32703 BRACI16 OF TRUSSES.. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-299.1522 SPEC IF]CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE O FAX. 407-2939153 CONNECTORS ARE MADE OF 20GA ASTAPA653 6R40.6A1Y. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS i0 h. u• R'•"J• t TOT.LD. 37.0 PSF SEON - 26233 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED DN THIS DESIGN, POSITION CONNECTORS PER nA PROFESSIONAL ENGINEERING DRAWIN63 160 A-E. THE SEAL DN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING _`YYYY D U R . F AC . 1.25 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORIZATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '03 r- SPACING 24.0" JREF - 1S21352_ZO3ANSI/TPI 1-1995 SECTION 2. kL17/7O - Lly/y15 K4) IMIb UNLU YKtPAKtU tKUPI LUPIPUItK 1NInJl (LUAUS 6 UIPIM-IUN) .UMM111tU by IKUJ> MYM. TOP CHORD 2x4 SP 2 120 MPH WIND, 13.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 WITHIN 6.50 FT FROM ROOF EDGE, CAT 1I, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X8(B1) Ins 5X6w 5X6m 2.5X4, 2.5X4 5X6o 5X6+ 6 r 6 9-4-0 tYfa E:YA— 2.r,yA GYCc 3X8(B1) In 1 4-0 1-4-0tyty 1_ 17-0-0 _1_ 6-0-0 _I 17-0-0 1 L 40-0-0 Over 2 Supports R=1561 U=483 W=8" R=1561 U=483 W=8" PLI IYP. Wave IPI-95 R Design Crit: TPI STD FLBC 0TY:2 FL 1 R Scale 1875" Ft. WARNING`+ TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC L L 2 0.0 P S FBRACING. 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 SMALL HAVE PROPERLY ATTACHED wA'1jIF1 7. T C D L 7. D P S F R E F R 3 5 2-- 4 0 7 4 DATE 0 5/ 05/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4i- RooRTRus3DrvtsloN IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED dl No.4Z% i BC DL 10.0 PSF DRW SLTUSR352 03125008PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO S L T - E N G WMR 2722 SOUTH APOPKA BLYD. APCIPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE O BC L L 0.0 P S F 407-29 -1 522 SPEC IF ICATIDN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTN A653 GRAD GAIV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 0R1.,,. TOT L D . 37.0 PSF S E O N - 26239FAx407-2999159 EACH FACE OF TRUSS., AND UNLESS OTHERWISE LOCATED OM THIS .DESIGN, PDSIT IOW CONNECTORS PER D U R F A C 1.25 FROM R HPROFESSIONALEPlGINEERINGDRAWINGS160A,Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE DF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUt7AB 1LITY ARD USE OF THIS7CERTIFICATEOFAUTHORQATION #9218 COMPONENTANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a y 05 '03SECTIOPARTICULAR SPACING 24. 0" JR E F - 1 S2 I 35 2 Z 0 3 417/715 - 417/7O - KD r.. ,. nnnn,nnn rnn.. , n.nf " n2uf of Tn Wf\ f DUITTEn OV T011CC M970 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. 3X8(B1) = 120 MPH WIND, 13.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/I80 TOTAL LOAD. 5X6= 2X4 M 5X6m 5X60 5 X 6 411, 6 r —T 6 9-4-0 2xd to rvr= 3x8= r,x1;is 2X4 N 3X8(B1) t-0 ty 15-0-0 1 10-0-0 — 15-0-0 _1 40-0-0 Over 2 Supports _ 1 R=1561 U=485 W=8" R=1561 U=485 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC a OTY:2 FL 1 R Scale=.1875" Ft. WARNING'" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R EF R 3 5 2-- 4 0 7 5 DATE 0 5 / 0 5 / 0 31MSTITUTE, 583 O'ONDFR SO OR., SUITE 200, MADISON, NI 53119), 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 RI6)D 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 (MAT IONAL DESIGN SPECIFICATION PUBL ISHEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 6R40 SALY. STEEL EXCEPT AS NOTED. APPLY CONNECTORS i0 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNfCi0R5 PER DRAWINGS I60 A,2. THI SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Zs". fF1 r(P r('. llf p"4 7 y = 4 j. 7C 7{ ^ STATE, OF " r XCRl'o, w"f A T C BC B C TOT 0L DL L L L D . 7.0 10.0 0.0 37.0 P S F PSF P S F PSF Smy,rH LUMBER CO" ROOFTRLSSDIYtSiON 2722 SOLrt1E APOPKA BLVD. APOPKA, FL 32703 FAX: 407-2999?53 PROFESSIONAL ENGINEERING DRW SLTUSR352 03125009 S L T - E N G / WM R SE ON - 37411 D UR , F A C . 1.25 FROM R H SPA{C I N G 24 0 J R E F 1 S2 I 3 52_Z 03CERTIFICATEOFAUTHOR17AMONA9218COMPONENTFORANYPARTICULARBUILDING9STHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION 2. May 0 , LlyWJb - LIVIV6 Kb) lKl, UMU PKtFAKtU tKUM L.UMPUItK IMFJ1 (LUAU) a VIMtNZ)IUNJ) JU8M1lltU VY IKU » MtK. TOP CHORD 2x4 SP 2 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. 3X8(B1) _ 5X6= 2X4III 5X6- 5X60 5X64t 6 r 6 9-4-0 7YA III E:vr= IYR= l:vr,= 9YA III 3X8(B1) im 1-4-0 1-4-0 ti t>r L 13-0-0 _i_ 14-0-0 _I_ 13-0-0 _I 40-0-0 Over 2 Supports R=1561 U=488 W=8" R=1561 U=488 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:2 FL 1 R Scale 1875" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION HANDLING. SHIPPING. INSTALLING AND mT C L L 20.0 P S F R E F R 3 5 2-- 4 0 7 6BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY 7PI (TRUSS PLATE INSTITUTE. 587 D'ONOFR IO DR SUITE 201. HAD IIDN. NI 53719), FDR SAFETY PRACTICES PRIOR TO PERFORMING 7HESE FUNCTIONS .. S OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED w pIIFI?., T C D L 7.0 P S F DATE 0 5/ 0 5/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03125010RooFTRussD1v1s10NIMPORTANT-- FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 11Io. 42704 Z BC DL 10.0 PSF 2722 SOUTH APOPKA BLvD. PRODUCTS. INC. SHALL 907 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND k= * * STATE OF BC LL 0.0 PSF SLT-ENGAPOPKA, FL 32703 BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN WMR 407-299.1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1 ALPINE ekCONNECTORSAREMADEOFTOGAASTHA653GR40GALYSTEELEXCEPTASNOTEDAPPLYCONNECTORSTOy..0 R, T 0 T L D . 37.0 P S F S E O N 37415FAN: 407.29991 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F AC 1.25 FROM RIIuDRAWINGS1G0A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUI7 ABILITY AND USE OF THIS CERTIFICATE OF AUT14ORIZATION#9218 COMPONENTFOR ANY BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '03SEPARTICULAR SPACING 24.0" JREF 1S2I352_Z03 LP11YU - L1Y/Yb - K/ I MIS VWU YKLrAKrU rKUn LVnVUItK InrUI LLVAUJ n UIME"JIV" J) UDnl IICU 01 —U» I-1- TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X8( Bi) _ 6X6- 120 MPH WIND, 12.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC. 5X6- 2.5X4 = 6X6- 2X441- t- 2X40 6 r 6 9- 4-0 5X6= 3X8W 5X6— 5X6= 3X8( B1) _ h 1-4y 11- 0-0 I 18-0-0 _I_ 11-0-0 _1 40- 0-0 Over 2 Supports R= 1561 U=489 W=8" R=1561 U=489 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:1 1 R Scale 1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, MANDLIMG, SHIPPING, IN(TRUSSN6 AND BRACING. IN6. REFfR 70 H1B-9i (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IN5T 1 TOTE, $83 D'OMDFRIO DR., SUITE 200'. MAD 150N, WI 53119), FOR SAFETY PRACTICES PRIOR TD PERFDRMIN6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M. aT 1F1 j•• ii_ ' 7 t,t_ FL T C T C L L D L20. 0 7. 0 P S F P S F R E F R 3 5 2-- 4 0 7 7 SMYTH LUMBER CO. DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125011 ROOFTRUSSDIVISIONIMPORTANT" 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 j N o.42704 i 111 BC DL 10.0 PSF S L T - E N G WM R 2722SOUTHAPOPKABLvD. APOPKA. FL 32703 407- 299-1522 FAX 407-2999153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN COWFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GRAD 6ALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE DF 7AUSS. AND UNLESS G THERWISE .LI)CAiED DN THIS DESIGN, POSIiIOM CONNECTORS PER SPATE OF A ti• OR10 B C TOT L L L D . 0 . 37. 0 0 PSF fP S F S E O N 37023 D U RF AC . 1.2 5 FROM R H PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIXEERIN6 RE SPDNSIBIL ITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS M"••• p•`•`•''"• SPACING 24.0" JREF iS2I352_Z03 CERTIFICATEOFAUTHORIZATION499218COMPONENTFORANYPARTICULARBUlLOIMGISTHERESPflNSIBILITYOFTHEBUILDIUSDESIGNER, PER ARSI/ TPI 1-1995 SECTION 2. May 05 Lly/Vb - IIV/ 9B - K6 THIS DWG PREPARED FROM COMPUTER IN#UT (LOADS X DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 J2, T3 2x4 SP #1 Dense,:=- 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 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, WIND BCDL= 5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. 5X8= 5X6= 2.5X4 m 5X8- OP pl,- - 0 - 3X8 ( B1) _ 5X6m 3X8= 5X6= 5X6= w 3X8( B1) _ 1- 4-0 1-a-o ty, 1_ 9-0-0 22-0-0 I -0-0 I 40- 0-0 Over 2 Supports R= 1561 U=491 W=8" R=1561 U=492 W=8" 9- 4-0 PLI IYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:l FL 1 R Scale 1875" Ft. WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB3 D'ONOFRID DR.. SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED t Fl '••. / 7r T C L L I TCD L 20. 0 7. 0 PSF PSF R E F R 3 5 2-- 4 0 7 8 DATE 0 5 0 5 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j1 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ND•4Z%04 ORW SLTUSR352 03125012 ROOFTRUSSDIVISIONALPINEENGINEEREDPR DDUCTS, INC. SHALL NOT BE RESPONSIBLE FOR i1 BC DL 10.0 PSF 2722 SOEITH APOPKA BLvD. ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 70 BUILD THE TRUSSES IN CONFORMANCE WITH 7C li 7C SLT- ENG WMR APOPICIA, FL 32703 TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACINGOFTRUSSES. THIS DESIGN CONFORMS WIT. APPLICABLE PR OY ISIDNS OF RDS (NATIONAL DESIGN 8T OF f Q BC LL 0.0 PSF 407- 299-1 522 SPECIE ICATIDN PUOLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S EO N 37406 FAx: 407-299 9153 CONNECTORS ARE MADE OF 20GA ASTM A653 SR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CON MEC70RSTO O FRI TOT L D 37.0 PSF EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F AC 1.25 FROM R H PROFESSIONALENGINEERINGDRAWINGS160A•I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY AMA f• CERTIFICATE OF AUTHORIZATION #92 18SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TN 15COMPONENTFOR AMPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '03 SECTION SPACING24.0" JREF 1S2I352_Z03 L1VIVU - 11VIVO - Ky TOP CHORD 2x4 SP #2 :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. 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. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 3X6= 2X4111 7H6- 2X4Ill 3X6= 5X6_ PP A U r_1 3X8= 3X8= n 6X8= 6X8= 3X8= 3XB(B1) 1-4-0 15-8-0 '116 1-4-0 L 7-0-0 I 96-0-0 _1_ 7-0-0 _1 Le 40-0-0 Over 3 Supports - R=598 U=195 W=8" R=4075 U=1152 W=8" R=1494 U=448 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:1 1 R Scale 1875" Ft. WARNING'" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M IFLTC L L 2 0.0 P S f R E F R 3 5 2-- 4 0 7 9 DATE 0 5 / 0 5 / 0 3IN$03 D'ONDFRID DR.. SUITE 200, MADISON. NI $3719). 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 KITH APPLICABLE PR DV ISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALY. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE 4OCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL BN THIS DRAWING INDICATES ACCEPTANCE DF PROFESSIDNAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMP ONENT DESIGW SHOWN. THE SUITABILITY AND USE OF THIS J .—, TlF1( 4 { G j j No.42704 1 k L 71 STATE OF S W(f' ' YYY .` aRIO I T 1. pBC B C T 0 T D L DL L L L D . 7.0 10.0 0.0 37.0 P S F PSF P S F PSF SMYTH LUMBER CO. ROOF TRUSSDIvt31oN 2722 SOUTHAPOPKA BLVD. APOPKA, FL.. 32703 FAx 4072999?53 PROFESSIONAL ENGINEERING DRW SLTUSR352 03125013 S L T - E N G / WM R S E O N 37404 D U R . F AC . 1.25 FROM R H M I N G SE E ABOVEJ JR E F 1 S 2 I 3 5 2_Z 0 3CERTIFICATEOFAUTHORQATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. May 05 1 w,S k LIY/yI3 - LIYIyfb - KL1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 JIN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS $ DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. 5X6= 3X8= 5X6= 3X8= 5X6= 2.5X4 % 2.5X4 6 r 6SZ0 111X} 9- 4-0255X6(R) III2X4lil5X6(R) III 8= 2X4 III 6X12= — 3X8(Bi) = 6X12= 2X4 ill 3X8(B1) ty I< 11- 0-0 _I 18-0-0 _ — 11-0-0 I 19-4- 0 20-8-0 IE 40- 0-0 Over 2 Supports R=1561 U=671 W=8" R=1561 U=671 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD 1 a OTY:1 FL 1 R Scale 1875" Ft. WARN ING•* TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 683 D'ONOFRIO DR., SU IiE ZOO, HADI SON, N1 S3T19), FOR SAFETY PRACTICES PRIOR TO P ERFORMIN6 THESEFUMC TIONS. UNLESS OTHERWISE 1MOICAT ED. TOP CNDAD SHALL MAYE PROPERLY ATTACHED M iFi •• p TlC Tl. L L DL 20. 0 7.0 P S F PSF R E F R 3 5 2-- 4 0 8 0SMYTHDATE 05/05/03 LUMBER CO. STRUCTURAL PANELS. BOTiDM CHORD SNAIL HAVE A PROPERLY ATTACHED AI61D CEILING.0 IMPORTANT" DRWSLTUSR352 03125014 ROO1=T1iu53Dms1orlFURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED jf ND.42704 BC DL 10.0 PSF 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FDR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TD BUILD THE TRUSSES INCONFORMANCE KITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGM CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN l STATE BCL L 0.0 P S F S L T - E N G / WM R 407-299- 1 522 SPECIFICATION PUBLISHED BY THE AERICAN FOREST AND PAPER ASSOCIATIDM) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTHMA 653 GR40 GAL Y. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO OF A (' TOT L D 37.0 P S F S E ON 26254 FAx: 407-299-91 53 PROFESSIONAL ENGINEERING EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ORO .• D U R FA C 1.25 FROM R L W RE SPOMSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS A t CERTIFICATE OFAUT140RIlAHON 89218 NE T1FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May DTj ANSICOMPONENT SECTIOPARTICULARSPACING24. 0 J R E F 1 S 2 I 3 5 2 Z 0 3 LlY1Vb - tIVIY15 - K6e TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT 11,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. 5X8= 2X4III 3X8= 5X6= 3X4= 6X6= IP 5X8= 6X12 8X12= 7X8= 5X6= ry 3X8(B1) = 2X4III 2X4III 3X8(Bl) 1-4-0 1-4-0 ty— — L 9-0-0 _1_ 7-4-0 22-0 0 20-8-01_ 9-0-0 Al12-0-0 le 40-0-0 Over 2 Supports 'l R=1561 U=676 W=8" R=1561 U=676 W=8' 9-4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD a 0TY:1 FL 1 R Scale 1875" Ft. WARNING'" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE q, T C L L 2 0.0 P S F' R E F R 3 5 2-- 4 0 8 1 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, B07 TON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a'jIFI/ a .• P ITC D L 7 D P S F DATE 0 5 / 0 5 / 0 3 SMYTH LUMBER CO. DRW SLTUSR352 03125015ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407-299-1 522 FAX 407-2999153 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 TRUSSf5. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS DF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 SR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS VNERWISE 4OCATED ON THIS DESIGN, POSITION CONNECTORS PER j No.42704 1 = 1 1 7C 7f 7C STATE OF Pd"ffOR1Oti' BC pp C TOT. DL ILL LD. 10.0 0 . 37.0 0 PSF PSFF PSF S L T - E N G WM R SEON - 26251 D UR F AC . 1.25 FROM R L WPROFESSIONALENGINES=RING DRAWINGS 160 A-Z. THE SEAL bR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS A y SPACING 2 4 D " JR E F 1 S 2 I 3 5 2_Z 0 3C8HTWATEOFAUTHORIZATION892181F1995NSEPARTICULARBUILOINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSICOMPONENT Ma y OS t L177713 - L17Y 713 - Kcs) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W8, W9 2x4 SP #2: JIN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. IM1Z, UNU YMCYAMCU tKUM l,VP1YUltM 11YYU1 (L.URUJ 8 UIMLM ,IUMJ) JUDPI111CV DI IMUJJ PIr M. 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X8= 2X4 III 3X8= 5X6= 3X6= 2.5X4 = 5X8= p-ppppp q 1 P9 4X6(R) III 6X12= 8X12= Ny 5X12= 5X6= 2X4III r 3X8(B1) = 2X4III 2X4III 3X8(B1) 1-4-0 1-4-0t ti 7-0-0 26-0-0 7-0-0 12-0-0 7-4-0 20-8-0 ide 40-0-0 Over 2-Supports R=1561 U=681 W=8" R=1561 U=681 W=8" 9-4-0 PLl IYP. Wave IPI-95 R Design Crit: TPI STD OTY:1 FL 1 R Scale 1875" Ft. WARMING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND T C L L 20. 0. P S F R E F R 3 5 2-- 4 082BRACING. REFER TO MIR.91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'OMOFRIO DR.. SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED J4 T1 C D L 7.0 P S F DATE 0 5 / 0 5 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ij ND" 4Z%O - ROOF TRuss Dwmiom 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 y1%: * F* BC DL 10.0 PSF DRW SLTUSR352 03125016 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE W17H TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND STATE 0, BC L L 0.0 P S F S L T - E N G WM RAPOPKA, FL 32703 407-299-I 522 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 01119 FAX: 407-299 9159 CONNECTORS ARE MADE OF 206A ASTM A653 SR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TNUSS, AND UNLESS 07NERWISE LOCATED ON THIS DESIGN, POS17101 CONNECTORS PER TOT L D . 37.0 P S F SEQN 26248 DUR.FAC. 1.25 FROM RLWPROFESSIONALENGINEERINGDRAW]NGS 160 A2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CDMPOMEN7 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORRAMON#9218. COMPONENT ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '03 SPACING 24.0" JREF 1S2I352_Z03IFORSECTPARTICULAR Z19/95 - Z19/96 - KC4 CF'LY TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :146, W10, 1411 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 138 PLF at 0.00 to 138 PLF at 11.00 TC From 54 PLF at 11.00 to 54 PLF at 40.00 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 54 PLF at 0.00 to 54 PLF at 11.00 BC From 20 PLF at 11.00 to 20 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 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 0.61" DUE TO LIVE LOAD AND 0.53" DUE TO DEAD LOAD AT X = 19-5-12. THIS DING PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (12d_box_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 6X6= 3X6= 2X4 III 3X8= 5X6= 3X6= 2.5X4= 2.5X4= 5X6= ri 2X4 III 7X8= 8X12= 8X12= 11115X10= 2.5X4= 6X8= 2X4 III 3X8 (B1) = 2X4 III 2X4 III 3X6 (A1) ti t;r 5-0-0 3 -0-0 5-0-0 91 12-0-0 7-4-0 20-8-0 e 40-0-0 Over 2 Supports 301 R=2780 U=808 W=8" R=1680 U=652 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY: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 ON., SUITE 200, MADISON. W1 53119), FOR SAFETY PRACTICES PRIOR TO PERT DRMING THESE F1) TIONS. UNLESS OTHE' SE IRD ICATE., TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. t FI((~++ 7 iSC' jf` ( I T C L L T C D L 20.0 7.0 PSF PSF R E F R3 52-- 4 0 8 3 SmYTH Lumiam Co. DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125017ROOFTRUSSDIVISIONIMPORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No.4704 BC DL 10.0 PSF 2722 SOLFI'H APOPKA BLVD. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI: OR fABRICATIN HANDLING, SHIPPING. INSTALLING AND SLT-ENG WMRAPOFMA, FL 32703 BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF . BC LL 0.0 PSF 407-2931 522 SPECIFICATION PUBLISHED BY THE AMERICA* FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE VVYCONNECTORSAREMADEOF2OGAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO c TOT . L D . 37.0 P S F S E 0 N 37448FAx407-2999153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE kOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F A C 1.25 FROM R L WPROFESSIONALENGINEEIi1NGDRAWINGS160A'E. THE SEAL DN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ALRESPONSIBILITYSOLELYFORTHETRUSSCOMPDNENTDESSGNSHOWN. THE SUITABILITY AND USE OF THIS CEITIVICA7E OFAUTHORIZATION E@9218 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05ANSI/7P1 1-1995 SECTION 2. of SPACING SEE ABOVE L}REF 152I352 Z03 L19/`!IS - Li9/96 - KL5) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1 HIP SUPPORTS 4-11-1 JACKS AT LEFT END AND 5-0-0 JACKS AT RIGHT END. JACKS HAVE NO WEBS. 0-4-10 7 PHIS DWG PREPARED FROM COMPUTER INPUT (LOADS $ DIMENSIONS) SUBMITTED BY TRUSS MFR, 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 2X4 W 5X6= 6 I— 1 6 9-4-0 2X4 UI 5X8- 2X4 M JXb (B1) mm 3X6(A1) - L1-4-j L 4-11-0 _1_ 11-0-0 I -0-0 j irc 20-11-0 Over 2 Supports R=1206 U=442 W=3" R=1292 U=498 W=8" PLT TYR. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:1 /FL - 1 R - Scale=.3125" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE 10 FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 P S f R E F R 3 5 2-- 4 084BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE •.•••••••.• tNSTIiUTE. 587 O'ONOFRIO DR., SUITE 200, MADISON, W1 53719). FOR SAFETY PRACTICES PRIOR TO 'tIFi PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED fG •T C D L 7.0 P S F DATE 0 5 / 0 5 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ij0"4Z%4IMPORTANT '• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDROOFTRUSSDIVISION *s * * BC DL 10.0 PSF DRW SLTUSR352 03125018PRODUCTS, INC. SMALL MOT BE RESPONSIBLE FOR ANY DEYIATIDN FROM THIS DESIGN; ANY FAILURE TO 2722 SouTH APOPICA BLVD. BUILD THE TRUSSES 1N CONFORMANCE WITH TP1; OR FABRICATIO6, HANDLING. SHIPPING. INSTALLING AND STATE OFAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DES16N CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC L L 0.0 P S F S L T - E N G / WM R 407.299•i 522 SP EC IF ICATIDN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE e• CONNECTORS ARE MADE OF 206A ASTM A657 6R40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO •i.O R•..' TOT . L D . 37.0 P S F S E O N - 37482FAx: 407-29391 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER " E PROFESSIONAL ENGINEERING DRAWINGS 160 A Z. THE SEAL ON TH15 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN61HEERING " D UR . f AC . 1.25 F ROM R HRESPOMSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS7CERTIFICATEOFAUTHORIZATION#9218 COMPONENT ANYSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '03 SPACING SEE ABOVE JREF - 1521352 ZD3 L17/7I3 - LIJIJ15 - KLO TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= i nia u"v rncrnncu rnvn uvrirvicm inrui LLvnua a uuacnaivnaI auumiircu of invaa rirn. 120 MPH WIND, 16.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 6 6 15-0-0 2X4IU 2X4(A1) a 2X4(A1) Lci-4-oYc-O.,J --0-1-4-OY L_ 4-4-0 _I_ 4-4-0 _I 8-8-0 Over 2 Supports> R=402 U=325 W=3.5" R=402 U=325 W=3.5" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 19 a OTY:4 FL 1 R Scale 375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE 1N FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 593 D'ONOFRIO DR.. SUITE 200. MADISON, NI 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 SPEf IF (CATION PUBLISHED BY THE AMER (CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF Z06A ASTM A653 OR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER a. tiFl• lj ^. ND 42704 7{ STATE OF s OR10 T C T C BCCBC TOT L L D L DL L L L D . 20.0 7.0 10.0 O . 37.0 O P S F P S F PSF P S F P S F REF R 3 5 2-- 4 08 5 SMYTH LUMBER CO. ROOF TRUSS DrinSION 2722 SOUITN APOPKA BLVD. APOPKA. FL 32703 407-29 1 522 FAX: 407-299-91 53 DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125019 SL T E N GWMR SEO N - 37382 D U R F A C . 1.2 5 FROM R HPROFESSIONALENGINEERINGDRAWINGS160A2THESEALONTHISDRAWNNGINDICATESACCEPTANCEOFPROFES5IONAIENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Jt, SPACING 24. 0 LlR E F 1 S 2 I 3 52_Z 0 3CERTIFICATEOFAUTHORRAIMN #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. May 05 9 LlV/Vb - Ll!)1VU - KL/) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X4=- 5X4= IHIb UWU FKtFAKLU MM LUMPUILK 1NfUI (LUAUJ 6 UIMM>I UNJ) SUtlM111LU tlY IKUJJ MhK. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 10.13 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 8.67 BC From 4 PLF at 8.67 to 4 PLF at 10.13 TC 53 LB Conc. Load at 3.06, 5.60 TC 47 LB Conc. Load at 4.40 BC -11 LB Conc. Load at 3.00 BC 23 LB Conc. Load at 3.06, 4.40, 5.60 BC -9 LB Conc. Load at 5.67 15-0-0 4(A1) L<1-4-0-0 y --0_I I-4-OY 1_ 3-0-0 _t_ 2-8-0 _1_ 3-0-0 _1 8-8-0 Over 2 Supports 31 R=501 U=219 W=3.5" R=503 U=227 W=3.5" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:1 FL - 1 R Scale 375" Ft. WARN ING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC L L 20.0 P SF R E F R 3 5 2-- 4 0 8 6BRACINS. REFER TO H1B-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE NSTITDT E. 583 D'O NOFR IO DR., SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCitONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED hhA 'tIFI • T C D L 7. D P SF DATE 0 5/ 0 5/ 03SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. NQ.42704 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 y7C; * * BC DL 110.0 PSF ORW SLTUSR352 03125020 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CDNFORMANCE WITH IPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND STATE OFAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF %US (NATIONAL DESIGN BC L L 0.0 P SF SL T - E N G / WMR 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C 0 1 t- CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO r T 0 T. L D. 37.0 P SF SE ON 37391FAx407.299 9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F AC 1.25 FROM R HPROFESSIONALENGINEERING DRAWINGS 160 A•Z. THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING a R ESP0 SI ILIiY SOLELY FOR THE iR USS CONPpNE MT DESIGN SHOWp. THE SUITABILITY AMD USE OF THiS CERTIFICATE OFAUTHORIZATION#9218 COMPONENTANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 iO3SECTPARTICULARION2. SPACING 24.0" JREF 1S2I352_Z03 L I`?/JD - LI JI JO - VI TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 6 f— 3X4- 2X4 (01) m 6 2X4 (D1) 16-6-3 0- -0-0 4-0-0 4-0-0 Over Continuous Su ort R=74 PLF U=45 PLF W=4-0-0 120 MPH WIND, 17.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:1 FL 1 - R - Scale =.375" Ft. YARNING'" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S f R E F R 3 5 2-- 4 0 8 7BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'OWOFRIO DR.. SUITE 200. MADISON, WI S3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED r T C D L 7.0 P S F DATE 0 5 / 0 5 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -t G RooFTRu55Dm51oH "'IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ( NO.4 I%O4 BC DL 10.0 PSF DRW SLTUSR352 03125021PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO * i 71l ! 2722 SOUTH ArOPKA SLVD. BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BC L L 0.0 P S F S L T - E N G WMRAROPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF ,{ / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A f FAX: 407 299+9?53 cobRECTORS ARE MADE Of TOGA ASTH A653 SR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO VVV y o R, ."" TOT. L D . 37.0 P S F S E Q N - 37427 EACH FACE OF TRUSS, AND UNLESS OTHERWISE kOCATED ON THIS DESIGN. POSITION CONNECTORS PER p PROFESSIONAL ENGINEERING DRAWINGS 160 A- I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AI D U R . F AC . 1.25RESPONSIBILITYSOLELYFORTHETRUSSC0NPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AI7TNORRATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05ANSI/TPI 1.1995 SECTION 2. 9 SPACING 24.0" JREF - 1S2I352_Z03 THIS DWG PREPARFb FROM COMPHTFR INPUT rl OAn' A niMFNC1ONSI SIIRMITTPn RY TRucc MCP Lly/yb - VL) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 5X4 6 F-- 16 2T 0 2 X 4 (D1) = 2X4 (D1) 15-6-3 2X4 III 1— 4-0-0 I 4-0-0 I 8-0-0 Over Continuous Support-- R=74 PLF U-27 PLF W=8-0-0 120 MPH WIND, 16.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 6.10 0TY:i FL 1 R Scale 375" Ft. WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING ANDALBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. MI 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. F' G 1 T C T C L L D L 20. 7.0 0 P S F PSF R E F R 3 DATE 5 2 58612 O - 1 2 / Q B / Q 3SMYTHLUMBIETRCO. ROQFTRUSS DIVI5IQN IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No•427 BC DL 1D.D PSF DRW SLTUSR352 2722 I35PKA,H PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 = 03342007 BUILD THE TRUSSES 1N CONFORMANCE WITH CO TPI; 00. PROVISION SHIPPING, INSTALLING AND 7\ A.POPKA, FL 32703L327 4p7-299j522 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPL [CABLE PROVISIONS OF NOS (NATIONAL DESIGNHAPPLICABLEGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A OF S ^ B C L L 0.0 PSF S L T - E N G WM R FAX; 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 40R TOT LD 37 0 PSF SEQN 37425EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER w PROFESSIONAL ENGINEERING DRAWINGS 160 AZ THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING. D U R F AC 1 2 5CERTIFICATEOFAUTRORf7ATION #9218 RESPONS181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec 08ANSI/TPI 1F1995NSECTIONC2LAR SPACING 24.0" JREF 1S8J352 Z04 LIV19B - H1 THIS DNG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 0-4-3 120 MPH WIND, 15.00 FT MEAN MGT, 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. 9-10-1 Over 3 Supports R=407 U=322 W=11.314" R=162 U=192 12-10-3 3-9-14 3-9-14 9-4-0 R=391 U=198 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 dowOmftoviii., 0TY:2 FL 1 R Scale 375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 Q. Q P S F R E F R 3 5 2 58613BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTTUTE. 583 D'ONOFRIO DR., SUITE 2Q0. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED e•••• tIF•. T C D L 7.0 P S F DATE 1 2 / 0 8 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4Z%4 DRW SLTUSR352 03342008F200FTRU35DIYISIONIMPORTANT** 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 y =y77t 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 BRAC OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 77t 1 STATE OF Z BC L L 0.0 P S F S L T - E N G / WM R 407-299-)522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Q TOT. T 0T L D 37.0 P S F S E QN 32968 FAX: 407-2999753 EACH FACE OF TRUSS, AND UNLES4 OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F A C 1.25 FROM R HDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A A PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMFICATE OF AUTHORIZAnON#9218 COMPONENT FORANBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec 08 '03 I SEE ABOVE. JREF- 1S8J352_Z04 SECTIOICULARANSI/TPI ] N 2...SPACING LIV/yD - Lly/yD - Me) A IMIJ UNU VKtVAKtU PKUP1 L-UPIrUItK INYUI tLUAUJ r. UIRtNJIUNJ) >UIIPIII Itl1 OT IMwZ- PIr K. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 4-11-8 SETBACK JACKS WITH NO WEBS. 0-4-3 LE I-10-10 7-0-14 7-0-2 Over 3 Supports R=261 U=180 W=10.567" 120 MPH WIND, 20.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 2 4-1181 U=180 2-9-14 14 R=76 U=180 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:3 FL 1 R - Scale =.375" Ft. WARNING*' TRUSSES RECLINE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND TC L L 20.0 P S F R E F R 3 5 2-- 4 0 9 0BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ..•....A INSTITUTE. 5 83 D'ONOFRIO DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO .. iFI PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED pG!- t - TC DL 7.0 P S F DATE 0 5 / 0 5 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FF %I' ROOF TRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N•42704 BC DL 10.0 PSF DRW SLTUSR352 03125024PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO * *. 2722 SCN/7T1 APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND ! !!YY APOPKA,FL 32703 BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF tso BC LL 0.0 PSF SLT-ENG /WMR 4O7_299-1 522 SPEC IFICATIOM PUNLISHED BY THE AMERIC.AN FOREST AND PAPER ASSOCIATION) AND 7Pl. ALPINE FAX 407-2999153 CONNECTORS ARE MADE OF 206A ASTM A653 GRAD GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Ai\_••OVYIM. TOT.LD. 37.0 PSF SEON - 37433 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 0M THiS DESIGN, POSITION CONNECTORS PER P4pVV(.u PROFESSIONAL ENGINEERING DRAWINGS 160 A'2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D UR . F AC . 1.25 FROM R HRESPONSiBILITYSOLELYFORTHETRU55COMPONENTDESIGNSHOWM. THE SUITABILITY AND USE Of THIS CERmCATE OF AUTHOHRATION#9219 COMPONENT T1fOR ANYSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OE516NER, DER May 05 '03 SPACING SEE ABOVEI JREF - 1S2I352_Z03 LlY1Y5 - LIllYs - ns) inLzz, UNu rncrnnw rKun Lvrirvicm inrvi LLVNUJ n Ull-III 1-0) OUDI-111,LV U, 11— TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 2-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 1-1-0 CANT ONE FACE, 1-.1-0 CANT OPPOSITE FACE. 4.24 Ir— 1 6-3 7 U=180 0-4-3 1-9-14 LL-0 R=95 U=180 2X4(A1) LE 1-10-10 >+C1-5-11>L--2-9-4 1 —4-2-3 Over 3 Supports { R=335 U=241 W=4.95" 120 MPH WIND, 15.74 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 19 a OTY:2 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOU(RE EXTREME CARE 7N FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO RIO-91 (HANDLING INSTALLIA16 AND BRACING). PUBLISHED BY TPI (TRUSS PLATE yimp T C L L 20.0 PSF R E F R 3 5 2-- 4 0 9 1 7NITl TUTS. $83 D'ONOFRIO DR., SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BO iTON CHORD SHALL NAME A PROPERLY ATTACHED R161D CEILING. APB]\rr`~'-r G t1F1 T C D L 7.0 PSF DATE 0 5 / 0 5 / 0 3 SMYTH LUMBER CO. DRW SITUSR352 03125025RooRTRussDmstoN"IMPORTANT*• 2722 SO7TTN APOPKA BLVD. 1POPKA, FL 32703 407-2931 522 FAT( 407.29991 53 FURNISH A COPY OF TH15 DESIGN 70 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; ON FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS TM A653 6R40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE DF TRUSS, AND UNLESS OTHERN7SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER sN0.42704 3 STATE OF ORIOP M BC B C TOT DL L L L D . 10.0 0.0 37.0 PSF P S F PSF S L T - E N G / WMR - S E O N 37389 D U R F A C . 1.25 FROM RHPROFFSSNONALENGINEEIUNGDRANII6S150AZ. THE SEAL 4I TNIS DRONING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER INS RESPONSIB iI ITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB H ITV AND USE Of TM IS SPACING SEE ABOVE JREF 132I352_Z03CERDFTCATEorAUTHoRmATION#9218 COMPONENTANY SECTITIPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May f}5 L17/715 - L17/7[3 - tl Inlz Ueb rKtYAMLL? rMVM LUPIYUItH 1RrUI LLVAUD IV Utntn>IVna) 3UXIPII(itU Dy inU» nrn. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. L<1-4-0-1E 7-0-12 _1 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=5.0PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 1 1063 U=180 3- 10-3 0 R= 73 U=180 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC a OTY: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.. SU RE """ MAD150M, W1 53719). FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED y gypM. Ai_ AV* Y~_••••• •7j E gIF1T C T C L L D L20. 0 7. U P S F P S F R EF R 3 5 2-- 4 09 2DATE 0 5/ 0 5/ 0 3 SMYTHLUMBERCO. 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 ND.44704 BC DL 10.0 PSF DRW SLTUSR352 03125026 2722 Soum APOPKA BLvD. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BU7L0 THE TRUSSES IN CONFORMANCE MITH 1P 1: OR FABRICATING, HANDLING, SHIPPING. 1NSTALl IN6 AND S LT - E N G / WMR APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATEOF t p BC L L 0 . 0 P S F 40407- 29 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1h CONNEC7DRSAREMADEOF20GAASTHA653GR40GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO R TOT L D . 37.0 PSF S EO N 37417 1FAX: 407-299.91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OX THIS DESIGN. POSITION CONNECTORS PER D U R F A C 1.25 FROM R H PROFESSIONALENGINEERINGDRAWINGS160ATHESEALONTHISDRAYIX6INDICATESACCEPTANCEOFPROFESSIONALENGINEERING0 p` E RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS SCERTwic TEOFAQTHORaxnoNS9218 COMPONENT BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER MBy 05 7FOR99ANYSEPARTICULARSPACING 24.0" LIREF 1S2I352_Z03 LIYIVb - L1V1Vb - LL IRIS UFIG PREPARED FROM COMPUIER INPUT (LOADS & DIMENSIONS) SUBMIIIED BY IRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 IROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 F1008 U=180IR 2-10-3 R=48 U=180 L<1.4.011E 5-0-12911. 5-0-0 Over 3 Supports R=295 U=181 W=8" 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:11 FL 1 R Scale =.375" Ft. WARNING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING Altoe BRACING. REFER TO HI9-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTS, 583 D'ONOFRI) OR., SURE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO 11ERFORMIN6THESEFUXCTII11UNLESSOTHERNISEINDICATED, TDP CHORD SHALL Hhif PROPERLY A7 TACHEDPST Q-_ t tffi '/je T C T C L L D L 20.0 7.0 P S F PSF R E F R 3 5 2-- 4 0 9 3 SMYTH CO. DATE 0 5 / 0 5 / 0 3LUMBERSTRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PA OPENLY ATT ACN ED RIGID CE IL IN6. No. DRW SLTUSR352 03125027ROOFTRUSSDrviS1ONIMPORTANT'• FUR MISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED E No"42704 j BC pL 10.0 PSF 2722 SOUTH APOPICA BLvD. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN WITH TPI: FABRICATING, j 71f SLT-ENG WMRAPOPKA. FL 32703 CONFORMANCE OR HANDLING, SHIPPING. INSTALLING AND BRAC I96 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF BC LL 0.0 PSF 407-2931 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 0FAX407-299,91 53 CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 810 i TOT. L D. 37.0 P S F S O N 37435 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F AC 1.25 FROM R HPROFESSIONAL. EMOINEMM DRAWINGS 160 A'2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Y4aptRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDES16NSHOWN. THE SUTABILITY AND USE OF THISI CERTIFICATE OF AOTHOR[IAT/OII #9218 COMPONENT FOR ANY PARTICULAR BU ILDIN6 IS THE RESPONSIBILITY OF THE BU LOING DESIGNER, PEA May 05 ' 3 ANSIJTPI1-1995 SECTION 2. SPACING 24.0" JREF 1S2I352_ZO3 L17/76 - L17/78 - LS TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. L<1-4-011-3-0-12-59IJ 3-0-0 Over 3 SuPports R=234 U=180 W=3.5" nay unu ncrnncu rnvrr >,vr,rur n anrui Lw.nva van noa vr. o/ „. 120 MPH WIND, 15.73 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. 166 - 4 Io47 U=180 1-1I0-3 15L.D - 0 R=23 U=180 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:3 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNiPPtMG, INSTALLING AND INS7IiU TE, 58) O'ONOFR IO DR., SUITE ZOO. MADISDM, N1 53719). FOR SAFETY PRACTICES PRIOR TOF BRACING. REFER TD HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATEU42704PERFORMINGTHESEFUACTIONS. UNLESS OTHERWISE IMDI A*1 0, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 04ROOFTRussDms)oN ••IMPORTANTNC FURNISH A COPY OF THIS DESIGN TO THE INS7ALLATIDN CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHAH NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING• INSTALLING ANDOFAPOPKA. BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNBC SPECIFICAilON PUBLISHED OY THE AMERICAN FOREST AND PAPER ASSOCIAi]ON) AND TPI. ALPINE t, P' FAX: COpNECi0R5 ARE MADE OF 206A ASTM A65U GA4Q GAIY STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO..• EACHFACEOF TRUSS, AMD UNLESS OTHERWISE LOCATED ON TH15 DESIGN, POSITION CONNECTORS PER T- 1* T C TC BC T0T L L DL DL LL LD. 20.0 7.0 10.0 D.D 37.0 P S F PSF PSF PSf PSf R E F R 3 5 2-- 4 0 9 4 SMYTH LUMBER CO" 2722 SOUTH APOPKA BLYD. FL 32703 407-299-1522 A07-299.9153 DATE 05/05/03 DRW SLTUSR352 03125026 SLT ENG WMR SEQN - 37379 D U R F A C . 1.25 F ROM R HPROFESSIONALENGINEERINGDRAWINGS160A•2. THE SIALONTHIS DRANIN6 INDICATESACCEPTANCE DF PROFESSIONALENGINEERING RESPONSlBILITY SOLELY FOR THE TRUSS [DMPO NE NT DESIGN SHOWN. THE SUITAB II [iY AND USE Qf THIS SPACING A24.D" JREF 1S21352_Z03CERTIFICATEOFAUTHORIZATION#9218 ANSI/TPI71FOR ANSECTIONCZLAR BUILD146 IS THE RESPONSIBILITY OF THE BUILDING DESI6pER. PER May 05 '03 L1919b - tIV193 - LI) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 -10-4 108 U=180 2-10-3 0 R=48 U=180 L<1-a-01.5-0-12 5-0-0 Over 3 Supports R=295 U=219 W=8• r n vnu rncrnncv cvrrrurcn Lc . ,. ,, ,,, ,.. 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:4 FL 1 R - Scale =.375" Ft. WARNING* " TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20 . 0 P S f R E f R 3 5 2-- 40 9 5BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE N. .•. INSTITUTE. 583 D'ONOFR IO OR., SUITE 200, MADISO.. MI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UXLE33 OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED J i- % T C D L 7.0 P S F DATE 0 5 0 5 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f 4 / / ROOFTRu55DrvEsloh —IMPORTANT`• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED l N•42704 a BC DL 10.0 PSF DRW SLTUSR352 03125029 PRODUCTS, INC. SNAIL NOT BE Rf SPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SouTH APOPKA BLYD. BUILD THE TRUSSES iN CONFORMANCE W1 TN TP 1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND r APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF BC LL 0.0 PSF SLT-ENG /WMR - SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ww. A 407-299.1522 CONNECTORS ARE MADE OF 206A AST" A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO _'• O R4 T 0 T . L D . 3 7.0 P S F S E 0 N - 36911 FAX. 407-299.9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIC?NAL EN6INEERINCi DRAWINGS 160 A-2. THE SEAL QN THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING/N` D UR . FAC . 1.25 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFlGTE C/F AwmortaATC)N#9218 COMPONENTTIFOR ANSECTIONPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '03 SPACING 24.On JREF - 1S2I352_Z03 ANSI L19/9b - LivIvu - LZ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED BOT CHORD 2x4 SP #3 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1Tk4 7R-47 U=180 19- 1I10. - 3 R=23 U=180 Lc1-4.0- I --3-0-12—>j 3-0.0 Over 3 Su orts R=234 U=198 W=8" DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. PLI IYP. Wave iPi-95 K Uesi gn Crit: IPi SIU FLBC 0TY:9 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TD HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M /A'A7_j T C L L 20.0 P S F R E F R 3 5 2-- 4 0 9 6 1 MSTI TU TE. 583 D'DMOFRIO DR., SU iTE 2DD, NADISO N, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FI "• V YY i T C D L 7.0 P S F SMYTHLUMBERCO. DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03I25030 ROOFTRUSSDrvIS10NIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Na 42704 = BC DL 10.0 PSF 2722 SOUTFE APOPKA BLVD. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIDN FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE KITH TPI: DR FABRICATING, "ANDING, SHIPPING, IMSTALLIN6 AND 1 771C SLTENG WMR APOPKA.FL32703BRACINGOFTRUSSES. THIS DESIGN CONFORMS PITH APPLICABLE PROVISIONS OF NOS (NAT11)NAL DESIGN STATE OF BC LL 0.0 PSF 407-299. 1522 Sp".' PEC IFICATIOMPUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE R ESMAD OFZTALEECD NORS TD y Q T 0 T. L D. 37.0 P S F S E N 37437 FAX 407-299 J153 EACHFACEOFTRUSS. ANDUNLESSOTHERWISE LOCATED ONTHISDESIGN, POSITION CONNECTORSPER R1 .- 0 D U R F A C 1 5 FROM R H PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFDRTHETRUSSCONPDNENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS 2 CERTIFICATE OF AUTHORIZATION#9218 COMPONENT FL99SNSE PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHE BUILDING DESIGNER, PER May 05 'u A SPACING 24.D" JREF 1S2I352 Z03 L17/7O - L17/7O - 1,3 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 I .IJ ..0 11 Lr/I . 1 rl 1. 1 .I II . LLV/ JJ I , "I - 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. IROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6 2X4 (A1) Lcl-4.0 1-0-12 1-0-0 OYerr_3 upports I 0 -1 4 U1804 X 9-4-0 7K= U=180 R=247 U=280 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC TY:13 FL 1 R Scale 375" Ft. WARNING•' TRUSSES REQUIRE EXTREME CARE IN.FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH A COPY OF THIS DESIGN 70 THE INSTALLAi10N CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TOPRODUCTS, BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANDSTATEBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE ]CATION PUBLISHED BY THE AMER ]CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE HADE 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 t {.'I^-. F jf(A (\'.?, j HD 42704 1i 1 i17 OF sue. A, ti O R+O v...,..•'• T C T C BC BC TOT.LD. L L D L DL LL 2 0.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF R E F R 3 5 2-- 4 0 9 7 DATE 0 5 / 0 5 / 0 3 SMYTH LUMBER CO. ROOF TRUSS DIMION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407.299 i 522 FAX 407-2999153 DRW SLTUSR352 03125031 SLT-ENG /WMR SEON 37439 D U R F A C . 1.25 FROM R H _ PROFESSIONAL ENGMEERING DRAWINGS 160 A,2. THE SEAL BM THIS DRAlING INDICATES ACCEPTANCE DF PROFESSIONAL ENGINEERING RE SPDNS IBILITY SOLELY FOR THE TRUSS COMPONE N7 DESIGN SHOWN. THE SUI TABIL I7Y AND USE Of THIS j SPACINGANSI/TPI 2 4 0 " J R E F - 1 S 2 13 5 2_Z 0 3CERTIFICATEOFAU7HORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 1-1995 SECTION 2. May 05 ' 03 119/9B - L19/9tS - U4 A I C THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 6F- 2X4 (Al) 3-0-12—i-j 3-0-0 Over 3 Supports R=123 U=180 W=3.937" 1T100 U=180 1-10-3 9—L- 0 R=30 U=180 120 MPH WIND, 10.43 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 12.41 a OTY:1 FL 1 R Scale 375" Ft. WARNING•' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE583 D'OXOFRIO DR.SUITE 200. MADISON. NI 53719), FOR SAFE TY PRACTICES PRIOR TO NS. M Aw_ c T C L L 2 0. 0 P S F R E F R 3 5 2-- 4 0 9 8 SMYTH LUMBER CO. PERFORMING THESE FUNCTIOUNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED o IF."' jG • T C D L 7.0 PSF DATE 0 5 / 0 5 0 3 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03125032 ROOF TRussDrvlslON IMPORTANT•" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 BC DL 10.0 PSF 2722 SOUTH APOPKA BLvO. 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. SNIPPING. INSTALLING AND APOPKA. FL 32703 407-299.1 522 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ANERICAM FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF BC LL D. D PSF SLT-ENG WMR COXNECiDRS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO P oi:.„,,. T OT L D . 3 7.0 P S F S E Q N 37421 FAX: 407-299.91 53 EACHFACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F A C 1.25 FROM R L W PROFESSIONAL ENGINEERING DRAWINGS160A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL E16INEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TABIL I7Y ANO USE OF THIS w\ i CERTIFICATE OFAUTHORILATION #9218 COMPONENTANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 SECTPARTICULAR SPACING 24. D" J R E F 1 S 2 I 3 5 2 Z 0 3 LIVI!l f - IIYIV s - L,5 Inia ueu rMtrAKtu rMUPI Lvmrultn LMrul (LUAUJ a UIMENZOVHJ) >UDru IICU Di inu» rirm. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6F- 2X4 (Al) EE 1-0-12 1.0.0 0ve upports 0 -1!O~1 U 180 4 9-4-0 TR=7 =180 R=52 U=180 W=8" 120 MPH WIND, 9.93 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. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:1 FL 1 R Scale 375" Ft. WARNING- • TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACIN6. REFER TO HID91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO DR., TU17E 2DO, MADISON, NI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 97HERWISE INDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED M t'fI ''•• C' T C T C L L D L 2 0.0 7. 0 P S F P S F R E F R 3 5 2-- 4 0 9 9 DATE 0 5 / 0 5 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03125033IMPORTANT-*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED If ND"4'2704 1 BC DL 10.0 PSFROOFTRUSSDIv151oNPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO i 2722 Sourm APOPKA BLvD. APOPKA, FL. 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESI6M CONFORMS NITN APPLICABLE PROVISIONS OF NOS (NATIONAL DE516M 71` STATE OF B C L L 0 . 0 P S F S L T - E N G WM R 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A fj FAX: 407-2999153 CONNECTORS ARE MADE OF 2OGA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DES16M, POSITION CONNECTORS PER y OR%IDC1'-"'•••''f' TOT. LD. 37.0 PSF SEON 37486 O U R F A C 1.25 FROM R HDRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER pA PROFESSIONAL ENGINEERING RETPDMSIB IL ITV SOLELY FDR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" JREF 1S2I352_ZO3CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05ANTIJTPI1-1995 SECTION 2. ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIESI GRADE NO BRACES 1) Ix "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 P F i 2 3. 5" 5' 11" 6' 0" 7' 0' 7' 2" 8' 4" 8' 6" 10' 11" I1' 3" 13, 1" 13' 5" U 3 3' 4" 4' I1"' 4' I1" 6" 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13, 1" 13' 1" z H F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10, O" 10' 0" 13' 1" 13' 1" W STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 1 ' 5" 7' 5" 8' 7" 8' 7" 11' 8" 11' 6" 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' 8" 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" 6' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" D F L STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' B" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" s 1 2 3' ll" 6' 9" 6' Tl" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" E"' P F 3 3' 10" 6' 0" 6' 0" 7' 11" T 11" 9' 6" 9' 6' 12' 3" 12' 3" 14' 0" 14' 0" H F STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9' 6" 9' 6" 1 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" 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" s P 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" Q 3 4' 0" 6' 2" 6' 2" B' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" D F L STUD 4' 0" 6' 1" 6' 1" 8' 0" 8" 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6, 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" S P F 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0' 14' 0" 14' 0" U 3 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13 10 13' 10" 14' 0" 14' 0" D 4" 2" 6' 11" 6' 11" B' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" 0 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' 0" 6' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" s 2 4' 7" 7' 5" 8' 0" B' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14" 0" C\2 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" IV 0" IT 10" 14' 0" 14' 0" 14' 0" D F L STUD 4' 5" 7' 0" 7' 0" 8' 9"' 9" 3" 10' 6" 11' 0" 13' !0" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8' 0" 10 6" 10' 9" 12' 5" 12' 5" 14' 0" 14' 0" DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 870N AT EACH END. MAX WEB TOTAL LENGTH IS 14'. / z VERTICAL LENGTH SHOWN IN TABLE ABOVE. CONNECT DIAGONAL AT ' MIDPOINT OF VERTICAL WEB. SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299.1 522 FAX: 407.299a 153 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORRAT/ON X92' 2X4 #2N OR BETTER IB" L" L BRACE 2X4 SP OR DF-L 02, OR BETTER DIAGONAL r BRACE; SINGLE DR 18" DOUBLE CUT L 1ASSHOWN) AT UPPER END. REFER TO CHART ABOVE FOR TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED SS PLATE INSTITUTE, 583 D'ONDFRiO DR., SUITE 200, MADISON, W1. 53719) FORTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLPERLYATTACHEDRIGIDCEILING. sr FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE PR, DUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS S FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPA OR FABRICATING, HIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH Z PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THERESTANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN, THEANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHE ITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. No. 42704 o'•• STATE OF F••ORIQP At BRACINGBRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FIR HEY -FIR 1 2 STANDARD 2 STUD 3 STUD 3 STANDARD DOUGLAS FDR-LARCH SOUTHERN PINE 3 03 STUD STUD STANDARD I STANDARD GROUP B: HEY -FIR 1 k BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 1 1 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD), GABLE END SUPPORTS LOAD FROM 4' 0' OUTLOOKERS WITH 2' 0' OVERHANG" OR 12" PLYWOOD OVERHANG. ATTACH EACH 'L' BRACE WITH IOd NAILS. FOR (1) -L- BRACE: SPACE NABS AT 2' D.C. IN 10' END ZONES AND 4" O.C. BETWEEN ZONES. FOR (2) "L" BRACES: SPACE NADS AT 3' O.C. IN 18" END ZONES AND 8' D.C. BETWEEN ZONES. L' BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH N0 SPLICE LESS THAN 4' 0" 1X4 OR ZX3 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. THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98-GAB12030 DATE 09/10/01 DRWG A12030ECO901 ENG TOT. LD, 60 PSF MAX. SPACING 24.0" GABLE DETAIL SYM. FOR LET -IN VERTICALSABOUT - D RIGID SHEATHING GABLE VERTICAL PLATE SIZES 11 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE LESS THAN 4' 0" iX4 OR 2X3 OVERLAP! 2XB GREATER THAN 4' 0', BUT LESS THAN It' 6' 2X4 2X8 GREATER THAN II' 6" 2.5X4 2.5X8 Q REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. 1F GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2X4 2X4 2XB PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: 10d COMMON TOENAILS AT 4" O.C. PLUS (4) i6d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NA11S - 0.131" X 3": TOENAILS AT 4" D.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 CABLE DETAIL DRAWINGS A11015EN0699. A10015END699, A09015EN0699, A08015EN0699, A07015EN0699 A11030ENO699, AIDO30ENO699, A09030EN0699, A08030EN0699, A07030EN0899 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECD901, A10015ECO901, A08515ECO901 A13030ECO901, A12030EC0901, A11030ECO901, A10030ECO901, A0853DECO901 SBCCI GABLE DETAIL DRAWINGS S11015ENO699, SIOOISEN0699, S09015EN0699, SOBO15EN0699, 307015EN0699 S11030EN0699, S10030ENO699. S0903DEN0699, S0803DEN0699, S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. ZX6 "'T" REINFORCING MEMBER 2X4 "T" REINFORCING MEMBER TOENAILN' 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" BRA WIND SPEED AND MRH i" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 % 10 R 2x6 40 7, 50 7. 110 MPH 30 FT 2x4 10 9. 10 R 2x6 50 R 50 % too MPH 15 FT 2x4 10 % 10 % 2x6 30 9. 1 50 R 100 MPH 30 FT 2x4 10 7, 10 7. 2x6 40 R 40 R 90 MPH 15 FT 2x4 20 % t0 R 2x6 20 9, 40 7. 90 MPH 30 FT 2x4 10 9, 10 9. 2x6 30 9, 50 R 80 MPH 15 FT 2x4 10 7. 20 % 2xe 1 10 % 30 X 80 MPH 30 FT 2x4 20 .4 10 9, 2x6 20 % 40 R 70 MPH 15 FT 2x4 0 9. 20 7, 2x6 0 R 20 R 70 MPH 30 FT 2x4 10 9. 20 9, 2X6 10 9, 30 9. EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL - 24" O.C. SP /3 T' REINFORCING MEMBER SIZE - 2X4 T_ BRACE INCREASE (FROM ABOVE) = 10% = 1.10 1) 2X4 "L" BRACE LENGTH - 6' 7" MAXIMUM "T' REINFORCED GABLE VERTICAL LENGTH 1.10x6' 7"-7' 3" R PLACES DRAWINGS GAB98117 876.719 & HC26294035 WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED V,%' IN y REF LET -IN VERT BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONDFRIO 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 F / .'`I T • a 4$r V y DATE 1 0/24/01 SMYTH LUMBER CO. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. rV y DRWG GBLLETINI001ROOFTRUSSDIVISIONIMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS y ,1 42704 , 7l ENG DLJ/KAR2722SOUTHAPOPKABLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 7c '10. APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE no 407.299 1522 ASTMI A653 GRCAN40TANDGALV.PAPER STEELAEXCCEPTTASN)AND NOTED.TPI. APPLYINECONNECTORST D EACH FACE OF S ARE MADE OF OGA STATE OF TOT. LD. 60 PSF FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A••' R. FAG. ANY PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE T-'•• 4 CERTIFICATE OF AurNOAIUrwNR92I BRESPONStBIL1TY ANDOFUSE IGNER,PERANY THEFTHISBUILDIGDECOMPONENTANSI/7 PI111 i995 AR BUILDINGTHEQp ,O ` h///h.,,••f l, `(,E-. SPACING24.0' I + I VALLEY 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 II, 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.1 W2X4 W2X4 W2X4 8-0-0 MAX, 16-0-0 12 12 MAX.(- W2X4 W1X3 W1X3 6-0-0 WiX3 (MAX SPACING) W1X3 W5X4/SPL W1X3 l TRUSS DETAIL UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 807. LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. W2X4 OPTIONAL STUB END DETAIL W4X4 OPTIONAL HIP JOINT DETAIL COMMON RUSSES PARTIAL FRAMING 20-0-0 MAX (++) AT 2 " OC PLANi,lfiva111IIIlr SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. THIS DRAWING REPLACES DRAWING A105 VARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, \ ! iINSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHE rrV`A,. BY TPI :•v TC LL 30 30 40PSF REF VALLEY DETAILTRUSSPLATEINSTITUTE. 583 D'ONOFRIO DR., SUITE 2D0, MADISON, WI. 53719) FOR r_ SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEDTOPCHORDSHALLHAVE DL 20 15 7 PSF DATE 06/25/99PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALgSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. NO.42704 C IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPI ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = * DL 10 10 10 PSF DRWG VALTRUSS0699 ENG MLH/I(AR2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH, lic LL 0 0 0 PSF APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE 0 F407.299A522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA." FAO; • ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF %'"' • OT. LD. 60 57PSF55 FAx: 407-299-91 53 TRUSS AND,. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ^ / P,•• DURYAC. 1.25/1.331.151.15DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i ^ ` _` 0 1 OPROFESSIONALENGINEERING -ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE / %% c,``_\\\\ SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR I' ,+ A••••..•••• SPACING 24' BUILDING IS THE V \\\ CERTIFICATE OF AUTHORILITION M921B RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 7/i..J-/Dnlei E....\a 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 #j2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 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. 1, [(B) 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING WARNING-- 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, 5133 D'ONOFRIO DR., SUITE 200. MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT;; FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRU55DIVISIONENGINEEREDPRODUCTS, 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 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFix: 407-2999153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING JENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OF AUTHORIiATION 0921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN L.U1Y11Y1U1Y JnL/ JJL.J H1 G,`i UL, 2) 16d BOX NAILS, TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING BC r No. 42704 k TO' STATE OF P_. 3) 16d BOX NAILS, TOE -NAILED GIRDER THIS DRAWING REPLACES DRAWING V105-CONV LL 30 30 40 PSF REF CONV. VALLEY DL 20 15 7 PSF DATE 06/25/99 J)L 10 10 10 PSF DRWG VALCONVF0699 V 0 0 0 PSF -ENG MLH/KAR ILD. 60 55 57 PSF 1.25/1. 3311.1511.15 fG SEE ABOVE TOP CHORD 2X4 #2 OR BETTER 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 PURLLN SPACING. 120 MPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E.* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 2 OR BETTER A E E A A E Er — A 20' FLAT TOP CHORD MAX SPAN JOINT TYPE SPANS UP TO 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 SX6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X51 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING Ix4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2X4 "T" BRACE. SAME GRADE, SPECIES AS 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. 00 o 0 0 0 0 0 0 0 0 0 00 o 0 0 0 o 2' 0 0 0 0 0 1 8 1/4" 1 ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. s ,:<,' 51+1'1 "' 11gp AWING REPLACES DRAWINGS 634,016 634,017 & 847,045IR WARNING-- TRUSSES REOUIRE EXTREME CARE 1N FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED v .lyv' `•,.•.', N/ MAX LOADING REF PIGGYBACKBYTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PR10R TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL IF'^ •. F v' yyy 55 PSF AT DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.:'G F'•, 1.33 DUR. FAC. 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. DRWG PIGBACKB0699 ENG DLJ/KAR2722SOUTHAPOPKABLVO. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH NO. 42704 % 50 PSF AT APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE . 9 .25 DUR. FAC. 407.299-1522 FAX: 407.299-9153 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, STATE 0 F 47 PSF ATPOSITIONCONNECTORSPER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES PROFESSIONAL ENGINEERING ACCEPTANCE OF PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGN 1.1 5 DUR. FAG. S CERTIFICATE OFAUTTwRIIATION M921 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. yy P: '• X:-- X Q R 10 ACING 24.0' A1. tNO-I'S. BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281 ' 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231 # 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 1 8 7 7 6 4++ MAX+ 3X8 111'1:111IA TRULOX18" MAX 42X8 LOX WEDGE( 2) 8D NAILS CUT TO FIT E SMYTH LUMBER CO. ROOF TRuss Dlvlsiom 2722 SouTH APOPxA BLVO. APOPKA. FL 32703 407-299-1522 FAx: 407-29" 153 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTNORRATION $921 IN F SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 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 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 DRAWINGS 160 A-2. 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. 1 iiiNtitltitlll DRAWING REPLACES DRAWINGS A115 A115/R & 884.132 IM TC LL - PSF REF BC FILLER IFIC;q• DL — PSF DATE 06/25/99 y..Gci %.•••. B& DL 10.0 PSF DRWG BCFILLER0699 No.42704 C=LL — PSF -ENG DU/KAR T0f LD. — PSF STATE OF FAC.1.0/1.15/1.25/1.33 p0.e_•:c(n RIOP'` ACING 24.0" STEPDOWN COINER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE 2'' TYF BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 77 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 i N 2-00-00 1 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# 5' CORNER SET SETBACK 3' 7' 0" 0 , I 2 HIP OR COMMON TRUSS I # HIP TRUSS 1 11 Art T IF 'F 1 ;i 5 7 2' TYP. I OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 J3 HJ ** (3) 16d TOENAILS J5 ** J7 ** 000 12 * A 12 W2X4 TO 6.00 4.24 ALTERNATE LOADING W2x4 W2xs W3xa TCLL 20 PSF SIMPSON TCDL 20 MAX PSF 3/4" THJA26 BCDL 10 PSF 1 I TOT. LD. 50 MAX PSF 1' 3' 5' 9' *** 9-10-13 OVER 2 SUPPORTS d DUR.FAC. 1.25 R=463#, W=3.50" R-652#, W=3.50" END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES DRAWING HC11795029 WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO H{B-91 (HANDLING INSTALLING AND BRAG{NW, PUBLISHEDp N/ LL 30 MAX PSF REF 7' STBK CS BY TPI (TRUSS PLATE INSTITUTE, CD'ONOFRIO DR., SUITE 200, MADISON, •'F' 53219> FAR `` .4 FSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, V ft DL 15 MAX PSF DATE 06/25/99 VSMYTHLUMBERCo. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL a.•j • N`••• HAVE A PROPERLY ATTACHED RIGID CEILING. 114PORTAN7T FURNISH A COPY OF THIS DESIGN TO THE INSTALLAT113N CONTRACTOR ALPINE 2 BI,L 10 PSF DRWG CS7SBK3A0699ROOFTRU55DIV1510NENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722SouTHAPOPwaBLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, _s *' N0, 427fl4 ) 0 PSF —ENG SJP/KARHANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH a APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE S 407-2991522 AMERICANFOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA OT_= LD. 55 MAX PSF ASTM A653 GR40 GALv STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE O F FAX: 407.29"153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL % A FAG. 1.33 PROFESSIONAL ENGINEERING .ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE /p '• ' SUITABILITY AND USEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHE /C CERTIFICATE OFAUTHORRATIONxs21BRESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O'••. .._ 9P' ACING SEE ABOVE 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 1S 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 I-2X8 2X6 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: T-BRACE OR L-BRACE APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579.640 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, RIO DR., SUITE 20Q AN TC LL PSF REF CLB SUBST.. FORWI. E INDICATED, OR IS THESE OTHERWISESAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. UNLESS wCr.!•n'F'C!.e. DLTOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLTr'fi PSF y DATE 06/%,./99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE Oil DL PSF DRWG BRCLBSUB0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, No. 427042722SOUTHAPOPKABLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH o ITC_LL PSF ENG MLH/KAR APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE FOREST AND PAPER ASSOCIATION) AND TPI. It TO LD. PSF407-2931522 AMERICAN ALPINE CONNECTORS ARE MADE OF 20GA ASTM R40 GAL STEELOFTOEACHFACEALYSITION53 `UNLESS STATE OFOTHERWISEEXCEPTLOCATEDSONTHISDESIGN, PONOTED. FAX: 407-29991TRUSSA653 AND. CONNECTORSECTORS PERi,Q , DRAWINGS I60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PNOFESSIOHALENGINEERING -ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THETY FAG. M9216SUITAKLI ARUSECTIONILDING Iz,THE THIS SIGNER, ENTOPERNANSt/TPIInk, CERnFICATE OP AUTHORrZAT.. SIBILITYDOFSTHEFBUILDiNG D1L1995 ORIDP l ACING TONAL 9 " FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: NMH119979 - #1979 Builder: ORRISOJ4 110MES Address: va Permitting Office: City, State: Permit Number: Owner: prior ps C- Jurisdiction Number: Climate Zone: Central I, 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 _ 13. Number of units, if multi -family 1 - SEER: 12.00 _ 4. Number of Bedrooms 4 - b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1979 ft2 c,;_N/A 7:Glass area & type a. Clear - single pane 290.0 ft' - 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 ft' - HSPF: 8.00 d. Tint/other SHGC - double pane 0.0 fl= 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 Iap: 40.0 gallons - a. Concrete, Int Insul, Exterior R=4.2, 1371.0 W - EF: 0.88 - b. Frame, Wood, Adjacent R=11.0, 374.0 ft2 - b. N/A eic. N/A 1, 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, I a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft - MZ-C-Multizone cooling, b. N/A MZ-H-Multizone hearing) 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. PREPARED BY: DATE: 02 1 hereby certify that this buildin s esigned, is in compliance with the Florida ode. OWNER/AGENT: DATE: i Review of the plans and -ttOE sTspecificationscoveredbythis04 calculation indicates compliance with the Florida Energy Code. INN ° ' ''o• a•, Before construction is completed this building will be inspected for compliance with Section 553.908 y Florida Statutes. co PLANS R BUILDING OFFICIAbfy OF S*NFE)RDDATE: EnergyGaugeO (Version: FLRCSB v3.2) 0. FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 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 EnergyGauge® DCA Form 60OA-2001 EnergyGauge&FlaRES'2001 FLRCSB v3.2 FORAM 60OA-2001 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 I18XConditionedXBWPM = 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 Stab -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 1 9786.3 1.00 1.250 0.427 1.000 5220.8 EnergyGauge"A DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FIRCSB 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 PASS EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 i 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 M_aximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; 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 as sealed box with 1/2" clearance & 3" from Insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses _ 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. BA-22 OTHER PRESCRIPTIVE MEASURES (must ha met or axcandad by all rasidancas_1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed In accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls _ 607.1— Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge®/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. l . 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, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1979 ft' c. N/A 7. Glass area & type a. Clear - single pane 290.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.00 _ d. Tint/other SHGC - double pane 0.0 ft' 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 Cap: 40.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1371.0 ft' EF: 0.88 b. Frame, Wood, Adjacent R=11.0, 374.0 ft' _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1979.0 ft' _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ 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: 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 86 for a US EPA/DOE EnergyStarrudesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: 1979.bld For: MORRISON HOMES 10-14-97 By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 407) 831-2665 Job # PLAN 1979 Wthr Orlando AP FL Zone Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 38 Deg F Outside db: 93 Deg F Inside db: 7 0 Deg F Inside db: 7.5 Deg F Design TD: 32 Deg F Design TD: 18 Deg F Daily Range M Rel. Hum.: 50 Grains Water 44 gr HEATING SUMMARY Bldg. Heat Loss 38803 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 38803 Btuh INFILTRATION Method Construction Quality Fireplaces Area (sq.ft.) Volume (cu.ft.) Air Changes/Hour Equivalent CFM Simplified Average 0 HEATING COOLING 1979 1979 18453 18453 0.8 0.4 247 123 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 SENSIBLE COOLING EQUIP LOAD SIZING Structure 29325 Btuh Ventilation 990 Btuh Design Temp. Swing 3.o 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 36688 Btuh Tot Latent Equip Load 6564 Btuh Total Equip Load 36879 Btuh COOLING EQUIPMENT SUMMARY Make TRANS Model Type COP/EER/SEER Sensible Cooling Latent Cooling Total Cooling Actual Cooling Fan Clg Air Flow Factor Load Sens Heat Ratio 10.00 41500 Btuh o Btuh 41500 Btuh 1400 CFM 0.048 CFM/Btuh 85 MANUAL J: 7th Ed. RIGHT-J:VI 3.0.12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J V1 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 = 2 8. 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 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 Summer TD = 9 9 0 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 50 Vent.CFM x 44 gr.diff. = 1496 Btuh Internal Loads = 230 x 6 No. People + 13 8 o 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 10 315 Printout certified by ACCA to meet all requirements of Manual Form J re, 1979 Job# PLAN 1979 Zone: Entire House 10-14-97 AAAMII Al I. 7.&. CA DI/7UT_I• ib QM1noia I IVLl1 VAL . /u/a,u. •v v.• r. ,. v.a •+•• Name of Room Entire House FOY LIV/DIN KIT 2 Running Ft. Exposed Wall 201. o Ft. ll . o Ft. 43. o Ft. 10.0 Ft. 3 Room Dimensions, Ft. 0. 0 t. 7. 0 x 8 .0 Ft. I I MO x 21. 0 Ft. 16.0 x lo. 0 Ft. 4 Ceiings, Ft I 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 C1g Length Htg Cig Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 4.6 2.1 1564 70 s" 338 fsf# 94 rr+ f»rr Exposed b 13C 3.2 1.2 331 90 r+» f### 66 ff#r r» 0 tff» r r+ Walls and c 0.0 0.0 0 rr** fr»r 0 rr 0 afr 0 i r»r Partitions d 0.0 0.0 0 r»i 0 r r+r# 0 r+ rr»» 0 e 0.0 0.0 00 0 0 0 r+»» fr+» f 0.0 0.0 r»»# i+» 0 rfi» 0 0 6 Windows and a 1C 37.0 191 7059 8 296 55 2033 0 0 Glass Doors b 8C 37.0 64 2365 0 0 w** 0 0 0 0 w**` Heating c 9C 38.7 33 1278 33 1278 0 0 0 0 d 0.0 0 0 0 0 w** 0 0 0 0 e 0.0 0 o f»»» 0 0#»+# 0 0 if it 0 0 f »i f 0.0 0 0 w*** 0 0 0 0 0 0 w"* 7 Windows and North 26.1 32 821 14 441 5 110 0 0 Glass Doors NE/NW 41.0 167 w 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**w" 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 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1276 5881 2628 29 134 60 283 1304 583 94 433 194 Exposed b 13C 3.2 1.2 313 986 366 40 126 47 66 208 77 0 0 0 Wails and c 0,01 0.0 o 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 95 125 336 570 748 160 271 356 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 II Floors a 22A 25.9 0.0 201 5210 0 11 285 0 43 1115 0 10 259i 0 b 0.0 o.o 0 0 0 0 0 0 0 0 C 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.41 8.0 306 8678 2441 41 1163 327 55 1560 439 0 0 0 13 Subtot Btuh Loss=6+8..+11+12 35275 w** 3376 6789 frr# f# 964 14 Duct Btuh Loss 10° 3528 w*** 10* 338 10° 679 10° 96 15 Total Btuh Loss = 13+14 w**" 38803 3713 7468 1060 w' 16 Int. Gains: People ct 300 6 1800 0 0 1 w*w 300 0 0 Appl. t@ 1200 2 1800 0 w 0 0 0 1 1200 17 SubtotRSH Gain=7+8.•+12+16 26659 3088 4522 1750 18 Duct Btuh Gain 100 2666 100 309 100 452 10° 175 19 Total RSH Gain=(17+18)*PLF 1.00 w 29325 1.00 3397 1.00 4975 1.00 1925 20 CFM Air Required 1400 1400 134 162 269 237 Printout certified by ACCA to meet all requirements of Manual J Form 1979 Job# PLAN 1979 Zone: Entire House 10-14-97 AAAXT"AI I.'7N. CA 07i"U•r•_1• n 1 C/Ntnl1S 1 Name of Room NOOK FAM MBR METH 2 Running Ft. Exposed Wall 9.0 Ft. ( 31.0 Ft. 19. o Ft. 21.0 Ft. 3 Room Dimensions, Ft. 14, 0 x 9. o Ft. 16.0 x 16. o Ft. I 13.0 x 28.0 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 N0. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 4.6 2.1 85 291 179 rs.a 197 Exposed b 13C 3.2 1.2 0 0 0 0 Walls and c 0.0 0.0 0 tact tars 0 araa art 0 tart rsat 0 rats rttr Partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 arY sass 001 sass atsa 001 star rtrs 0 tart assr I 0.0 0.0 o tsar taaa 0 at a tat 0 tiia stir 0 aria ratY 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 rrtr 0 0 tatr 0 0 tYtr 0 0 rasa e 0.0 0 0 srtr 0 0 tart 0 0 ttr 0 0 Ctrs 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 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 0 0 0 0 0 0 0 0 0 0 0 0 b 1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 62 284 127 227 1048 468 139 639 285 110 131 371 Exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 0.0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 126 214 280 256 434 570 364 617 110 132 224 191 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 31 804 v 19 492 0 21 544 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.4 8.0 23 652 183 64 1815 510 40 1134 319 17 482 11136 13 Subtot Btuh Loss=6+8..+11+12 2233 6466 4361 2710 14 Duct Btuh Loss 10* 223 10' 647 10* 436 10° 271 15 Total Btuh Loss = 13+14 2456 errs rrar 7113 4797 2981 tart 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 rta» s aa 1534 5373 3355 1498 18 Duct Btuh Gain 100 153 100 art» 537 10* 335 101 150 19 Totai RSH Gain=(17+18)*PLF 1.00 1687 1.00 5910 1.00 3690 1.00 1648 20 CFM Air Required 89 81 1 257 282 173 176 108 79 Printout certified by ACCA to meet all requirements of Manual J Form 1979 Job# PLAN 1979 Zone: Entire House 10-14-97 NAANUAL J• 7th Ed RIGHT-J• 3 0 12- S/N 10315 1 Name of Room BR4 BR3 BTH2 BR2 ' 2 Running Ft. Exposed Wall lo. 0 Ft. 13.0 Ft. o. o Ft. 28 . o Ft. 3 Room Dimensions, Ft. 12.0 x lo. o Ft. 12.0 x 13.0 Ft. 15.0 x 9.0 Ft. 14.0 x 1o.0 Ft. 4 Ceiings, Ft Condit. Option 9.4 heat/cool 9.4 heat/cool 8.0 heat/cool 9.4 heat/cool TYPE OF CSI 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 w"'w 122 rskr irsr 0 sr++ ssri 94 Exposed b 13C 3.2 1.2 0 0 sit rr 0 rrrr rssr 169 Walls and c 0.0 0.0 0 rrt srkr 0 r++r sirs 0 riii ssrr 0 rrr rsr* Partitions dl 0.o o.o 0 0 irk 0 srri srs 0 a+kt sri e 0.0 0.o 0 iirr rrrr 0 ri+r asr 0 kir rrrr 0 rr+ rrr+ f I 0.0 0.0 0 risr rr 0 rr+r rssr 0 iskk rrrk 0 rrrr rrrr 6 Windows and a 1C 37. 0 16 591 16 591 w* 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 e 0.0 0 0'*'* 0 0 0 0 0 0 f 0.0 0 0 0 0'*" o o"*' 0 0**** 7 Windows and North 26.1 4 90 4 w** 90 0 0 4 90 Glass Doors NE/NW 41.0 0 w 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 w' 0 12 583 South 0.0 0 iki 0 0++r+ 0 0 rrrr 0 0 rrrr 0 Horz 0.0 0 iri 0 0 kski O 0 krr O 0 tirk 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.01 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 78 359 161 106 489FQ 0 0 0 78 359 161 Exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 169 532 i98 Walls and c 0.0 0.01 0 0 0 o 0 0 0 0 0 0 0 Partitions d 0. o 0. o o o 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 2.2 120 204 267 156 265 347 135 229 301 140 237 312 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 28I 726 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.4 8.0 16 454 128 16 454 128 0 0 0 16 454 128 13 Subtot Btuh Loss=6+8..+11+12 1867 ss rrs 2136 229 ww 2900 w'•* 14 Duct Btuh Loss 10° 187 100 214 10° 23 1o° 290 skr 15 Total Btuh Loss = 13+14 2054 w'"w 2350 252 3190 16 Int. Gains: People @ 300 0 0 0 0 0 0 0 0 Appl. © 1200 0 0 0 0 0 0 0 0 17 Subtot RSH Gain=7+8„+12+16 ikrr rrrr 1229 i»`« t+ss 1367 rrrr rrr 301 rrrr rrrr 1471 18 Duct Btuh Gain 10° 123 100/ 137 10 30 10* 147 19 Total RSH Gain=(17+18)*PLF 1.00 1351 1.00 w"" 1503 1.00 331 1.00 krkr 1618 20 CFM Air Required 74 65 85 72 9 16 I 115 77 Printout certified by ACCA to meet all requirements of Manual J Form 1979 Job# PLAN 1979 Zone: Entire House 10-14-97 AAA UIIAI To 7th 9A RIGHT-j• 1 n 11 S 1 nil c I Name ofRoom UTIL 2 Running Ft. Exposed Wall 6.0 Ft. I Ft. Ft. Ft. 3 Room Dimensions, Ft. 10. o x 7. o Ft. x Ft. I x FL x Ft. 4 Ceiings, Ft Condit. Option 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 CIg Length Htg Clg Length Htg Cig 5 Gross a 14B 4.6 2.1 0 Exposed b 13C 3.2 1.2 56 as sa»w wsrr s»a aswr Walls and C 0.0 0.0 0 ssrw s ws wrsr rars ssws Tsar Partitions d 0.0 0.0 0 sr» srr ara ara aarr sir» rrr r ra e 0.0 0.0 0 tsar raar rsw ssaw sr»r sisr srrr rwsr f 0.0 0.0 0 wrr Mitt lira r rr lira wrrr srww rs»r 6 Windows and a 1C 37.0 0 o Mara errs saw tali Glass Doors b BC 37.0 0 0 Heating C 9C 38.7 0 0 r»a r»r» d 0.0 0 0 assi rsss srrr r»aa e 0.0 0 0 asss arra f 0.0 0 0 7 Windows and North 26.1 0 0 Glass Doors NE/NW 41.0 0 0 rs iss» Cooling E/W 0.0 0 0 rar» ar rrss SE/SW 57.7 0 isss 0 ww»r rrar s sr South 0.0 0 0 1-**** 8 Other doors a 11A 18.9 12.7 18 340 229 b 0.0 0.0 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 0. o 0.0 0 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 O 0 c 0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 6 156 0 o.o o.o 0 0 0 CIbI 0.0 0.0 0 0 0 12 Infiltration a 28.4 8.0 18 510 144 13 Subtot Btuh Loss=6+8.+11+12 1244 14 Duct Btuh Loss l00 124 sass o rasr o Mass o rr» 15 Total Btuh Loss = 13+14 1369 wssa asss aria rr»• ws»a 16 Int. Gains: People Ca 300 0 o AppL © 1200 1 600 r a 17 Subtot RSH Gain=7+8..+12+16 1173 sra» rssi s ss srsr iswr rrrr 18 Duct Btuh Gain 1 GoY 117 o r» o rrr» o stir 19 TotalRSHGain-(17+18)*PLF 1.00 1291 20 CFM Air Required I **** 1 49 62 1 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 O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R 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 49.0 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 IAN ry opri IS I PRE HIRE I • _ FI FANPRE -WIRE\, A l IZYln l I FAN , PRE -WIRE I I.?x I:a 746 I , d=5 II S I T STAttA i SD x11 Ic xly t OUTLET FOR. I G' ,'. DW/ DISP. umi •7 %© DW T WD16P - I A., qp 0 OPT IOxfo I I opt I ' 1 L _ t- REF. 1111 C 2l 2 VE T I w) T STA _} 7/ S 02-5 2JA le d \ STITCHED LIGHT WN IN ATTIC t..4T br 8 t17Q lelx $ WC tA i7$ I I Copt. OPT. 0. IZ SOY P 1! LIGHT W/ OPT,' ') FANPRE -WIRE T wp10P OPT ICX 2ib, i 1+ e _ rr OPT OPT I-L .— a REP. IT - qp T STa -} I IZ 1 7 GA4)E`! n,e L BATH Q -v BEDRPI, I'7!4 nimwa 71 J Ic ' J 2.J i/ 1 $,TC-HO IN ATTIC 4?AArR wa lox Id Pt-taP-) 7 dT e54- JB LZXZ MC I 14JJ F.t-1 LIe-HT I (o 147 T7.> Q oFG.dP w / V=A-O 14P ten XNC $ .1. a,c MIN. PUM:XBZ BIOR BIDE. E.EGT tE'EQ 5TA1 i ItIJ 1 - NOOK 1 I x Zw 1 Ib OUTLET FOR -- DUU KITC4 I N Tb i2c o l P t e 211 18 Idx 8 1 u,1c,D GPi M ATTIC LIG+T W44 Z©x A X &T n", 8 J:)r2 . 0. ui '>1ET-Q QARAQsE V I I E5 I I t^ I I I I mrsi I I OPT. OPT. ZIG6PLAN-To r-dou I P- S k H P A' 044OMN 5° cbe7TN VELST Tb % wool=GdP w FA.v ESC 13 :MRp G M."I 4 3 2 1 25 GA, sTrF7L SKIN) REVISIONS Sk (24 GA. STEEL SKIN) 3 NTRWADEA IRATESUESFORIWEDOORWETIUIE/ l°''IcwE(YRac°) REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION aPTaNW sse BASS ore A 1 82 I1/00 - WN OTY (1) WAS (2) FOR TRACK BOLT I IT ACRYLC UIES AVALMIE 5¢ SECTION 8-9) 20 G W. END MILES ATTACHED TO DOOR DOOHOIRMONTR INSTALLER (1TRACK SUPPORT9yySKIN WITH PATENTED TOO{_IOC SSMA OOP. BOTTOM 4 CEAam. D T YEW • I3 G WLV. SIE'R FIADBAAGSET. E4LT1 FASTENED TO WOOD JAI® WITH 3) 3/ 16•.1-3/a• N000 LAG SCROMS o D LISTED am- HF 1TISg AVAILABLE AB AN OPTION C vW31 Y X V 2• GUY. STEEL TRAM. t. AM TRACK 716C101RS:.oeD- LOCK T © TYP. 2-1/2'.12 w CAV. SIM TRAM 110,40 7. Two POW LOcXm (4) ,RAM BRAMEIS PER 3DE n jl1N tOP BRA7ET REPORT#9606C I C mEllLL311IlmlIlmll Im OIE WBARSA ON 1 BLID60t SECTON, ETC.) j14.3/8' SHEET METAL SCREWS I-L0000ION OF OPTIONAL \ENDSAOP110111E WISOE NE1F7) LOO( POSITION box DOOR WIDTH - 16'-W I O 1/4•. 3/4• SFlF TNN7IC $CLEWS. t4 u EID IMAGES la G< IDvamA1F 1SW NOTE I. FRONT FRAME TWIN U.V. I d LAC Stll'p15 ONi CENREiS 1 0D. w DOORS OV TO Y-o' IILN CONSIST OF5((4) SECR016 (loWN)). COMM ON OUTSIOE SURFACE WASNER AWAIRED. LAG SCREWS AMY 6E COLMERRxN 00016 O+FJt Y-0• HIGH COIdHSf OF (5) SEWS AIOMI). (8UT 4DT REQUI ED) TO PROM A FUM MOLINI61C STOP MOULDING BY DOOR IISIALLER (ID SIN) sIW6KE 7V!, THOU AN. ANUS DO NOT TRANSFER LOAD, 20 GI. MIN. GLV. STEEL END STILE 2.6 YElEOW PINE A" Y THICK { se OLASS oRD SraEr 20 c/ rxv. SNOT LATER STATE MOLDED W9DC 1/8 AMI'1JC 01 B SECDDIR B-B I2 GA MV. STEEL TRACK U 25 GA. W. STEEL LITE RETAINER MUMWACXETS FASTENED TO WOOD AMS SIN COATEDWIMG-40 W. I0.3/4• PAN MEAD SCREW WITH ONE 5/16•.1-S/8• LAC SCREW 10 SCREWSPERU1E) 3 SLEEVE ATCAIOL6 O 21 COON (C-90 mwaz D, B4KF11-0N PRYER. BIDO() OR 24• CEREK (ZOOID P, oCOM EIE)(2m PERTTACJC BWICKEE. AND A BAKED -ON POLYESTER 1/4'.4' 7APCON SCREWS hl n-i T/I6• LD. ROUND T TOP (x)A APPLIEDID BOTH SAW LATCH Ei1GGE5 P51 W ICLIDED 1W111 FA57EIER EOIE PER ROLLER) SIDES OFSTEELSIN. ROLLER B ACKU. EACH2 CA. OALV. STEEL TOPONEW SIMP UTCH ON Mr AK N 1' OD. INN. WASHER REOUNED Y CALM. SIFFL TRACK FASTENED TO 14 0A GILV. SEEEL ROLLER XS-G TllMom'. S W/(1{C) fYdW2ETATTAp1ED W/{4) EACH SIDE Oi ODOR (&IT N' T ANCHORS TNT IE CNWRETIARK 12 G DAV. STEEL TRAM BPAKEFS. F W ElD SIRES FA[Of N a) /4.S SIQT META. SGEWb. Ihi/6. SHEET NEW.' STILE (aLO NOT REDLINE)) TO PNiOUDE A FW5/1 TRAM ATTACHED TO EACH BRACKET /{i4.5 4F,Ef IW:7A. StlEWSSIW LAP AOWR. tR!OE IIORZOIOA . Mlles Do Nor Mflll ONE 1/4'.6/8' BOLT k NVf `L) 1. 4,a/a sELs uvP61c SCREWS PER END OUTSIDE KEYED OR TWO 1/4. %k XWEIS 14 CA, CILLV. 5EEL HFIIPIE END DD 2' CIA SDRr-STEM. 10 BAIL STET ROLLER. END HNGE. EACH STILE STILE NIB_f M1108 MARK WESTERFIELD. P.E. MISS FASTENEDTO ETDINTER LE' P1eEPARATION OFJAIMLS BY ODF18 SECTION C-C FLORIDA P.E }484R3 SHEET WA4A t4d/6' WdOE INIDIE NORM CAROIRN PE #23832 3' TA. ALV STEEL Q (4) I/4'.3/4• SELF LOCK BAR MI..YYEID : 50 KSIfTAPTAMING SCREWS. SNwP u t W1OM TRAM04MC S IN 2. THE OESKiL of THE SUPPORIM+c STaucRN1L ELEMENTS DESIGN LOADS: +24.0 PSF h -24.5 PSF J OuiSIDE EACH SIDE S1/Yl eE R, F4EIW&1 Em LY TINE PROFEsvaNA OF TEST LOADS: +36.0 PSF & -37.0 PSF 1 3• r3' LML . 20 GA GLV. STEEL U-a1R5 EMD AIDE aOLT HANDLE OF DOOR. RECORD FOR THE NfD6D OR STRUCIFU E AND N ACCORDANCE aool oW l¢ s A[ sW®w MSM N A 2-1-2-1 PATTQN (tIL 7WD U-BMiS SRE (pCK EMSrO6 WITH CURRENT BUILDING C006 FOR THE LOWS USED ON 1-T/9• ON BOTTOM OIE THIS OREIIIc. M. 1NH A L1A1! gc. taWc6F). PART NO.: - SEGTDN. U-a4RON /Exr MO WRnx A T ETC.). EACHU-BAR ATTACHED TRAM ORE 1DOz: uw,. Oq,,,,;M. 312 TFL61M( SL SWIM taro SWIERCNtI RW/,4•a3/4• BE:F TAPPING Sg1E,5 LOCK ON IDEAL PQt SRE LorwTDFI, EACH WE a/FgmOeTs OD. TOLERANCES a.. OH 452D2 '.. Tt N/. I 13-]81-4900 OF' .0 • t.03 a6lafet6a9c Fm Fb. 1-513-762-3519 I. SECTION A -A raor vNYn INSIDLOCK OPTION b°" Fk- W .DO . t.015 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD' A. GA.Y. STEEL BORON BRI1CREr. 4lnNAOi..4f TE.DOD = t.005 2ED WTH (2) / 14.5/a• SHEET META SCREWS / . NrYHmt 000D = i.001 DRAWN (: eAFM DATE: 4/18/00. SCALE: NTS DW(a. ALUMINUM EXTRUSIONZ Z Third AIL Oegrt 1 a ' t t/2 CHECKEDBY: MIWW DATE: 4/18/00 SHEET 1 OF 1 SIZE PODI°CIiOD ARE N 6oE5. DWG. NO.: 102138 REV. N0, 1 4 3OkANGE CO NTf1 BUILDING DIV. 1 16X% qx% b 4 5 MODEL: 6RST (25 GA. STEEL SKIN MODEL: 4RST (24 GA. STEEL SKIN) LISTEDOPTIONALOSR .XAtiS OR 1/e" ACRYLIC LITES AVAILABLE 1) INTERMEDIATE STILE ( SEE SECTION B-B) ATTACHED W TOG-L-IOC (TOP & BO 20 G4 MIN. END STILES ATTACHED TO DOOR AND LIRE ( ADHESIVE (ALONG CENTER SKIN WITH PATENTED TOG-L-LOC SYSTEM r- _ A TOP. BOTTOM &CENTER). s REPORT#9606C 1 6 I 25 GA. MIN. GALV-"' LOCK POSITION STEEL SION COATED BOTH SIDES) WITH A BAKED -ON PRIMER AND A BAKED -ON POLYESTER r pr"" TWO POINT LOCKING TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. ONE 3' TALL x 20 G4 U-BAR (50 KSI) PER DOOR SECTION. OPTIONAL IA J L.—.- A OPIKNIAL OUTSIDEKEYED LOCKMAX. DOORR WIDTH 9.0' 14x5/8" SHEET METAL SCREWS END SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION L MO: ZONE: DATE: E 1 A4 11/00 2• Twat 3" TALL U-BAR 20 GA GALV. STEEL L 3' 1-7/8" Lj REVISIONS CN NO. APPVD: ' DESCRIPTION MWW I OTY (1) WAS (2) FOR TRACK. BOLT HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT)11I D T 13 " GALV. STEEL FLAG BRACKET. 16 a& C". STEEL mp EACH FASTENED TO WOOD JAMB WITH ROUFR SPACMU. EACH 3) 5/16"x1-5/8" WOOD LAG SCREWS. 81 WKL7 ATMCIIF! t4xS Slfk METH. NOTE: DOUBLE TRACK TRACK CONFKx1RATION ISOUI SHIP LAP JOINTS, w AOWHEADROOMSAN x 0 14 a GAI.v. STEEL. ENO HINGE FAM DOORHEIGHT 1' 6 -6 70 FASTENESSIENT yDI TO ENDWALt4Gd 8' E 2" GALV. STEEL TRACK, T -0 76 MIN. TRACK THICKNESS: .060" 4) IIV.3/4" SELF ~x '• 8 -0 88 TAPPIAIG SCREWS. TYP. 2-1/2"x12 C.A. GALV. STEEL TRACK BRACKET. 3" TALL x 20 CA ItN.v, = STEEL U-BAR. ONE U-BY1 4) TRACK BRACKETS PER SIDE. PER SEC1pN. E/ICH U-8N1 ATtMN*D W Wm1 TWO t/4.3/4 SEtF TAPwTO oSIXEfYSPERSilEUXAT10N. LHR TOP BRACKET HORIZONOiHORIZONTAL NOTE 1: ( ( SHOWN). DOOOORS UPRSTO70- HIGH CONSIST OF (5)4)SEECiONS (NOT SHOWN). FRONT FRAME WITH U.V. DOUBLE TRACKCOATINGONOUTSIDESURFACE O O JAMB ATTACHMENT (WOOD FRAME fa WIxNr:s1_ ' T VfMr— n r% LOW 1HF.toRDDM OPTION 1/4•x3/4" SELF 1/2'x3 LAG SCREWS ON 245 CENTERS. 1 OD. MIT. /ft e;/8 I I , I I OPTIONAL tOTAPPINGSCREWS. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK SSB GLASS OR WINDOW LITE 14 GA. END HINGES 18 GA INTERMEDIATE HINGE ( NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING h VMYL WEATHI]i51PoP. 1/8 ACRYLIC UTE SECTION IT NEW "B" •C" SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION A -a (SIDE VIEWI 2x6 YELLOW PINE JAMB 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16"xt-5/8• LAG SCREW PER TRACK BRACKET. I 'r(' END 2 00D PSI MIT. CONCRETE COLUMN): MOLDED INSIDE 10 SCREWS PER UTE) I STILE STOP MOULDING BY DOOR INSTALLER (TO SUIT) 3 B x4" SLEEVE ANCHORS ON 24CENTERS (BOTH LITE RETAINER INTER. r 20 GA. MIN. GALV. STEEL END STILE C-90 ROCK OR 2,000 PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STILE 1/4'x4' TAPCDN SCREWS ON 24' CENTERS (2,000 ONTO VERTICAL TRACK. 20 GA. GALV. STEEL INTFiR. STILE PSI MI(. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ON SLEEVE ANCHORS, 1' O.D. MI(. WASHERS REWIRED EACH SIDE OF DOOR. BU I TAPCONS. ANCHORS MAY BECOUNTERSUNK INTER. STILE ( BUT NOT REQUIRED) TO PROVIDE A FLL15H OUTSIDE MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT HANDLE TRANSFER LOAD. OUTSIDE KEYED HANDLE END . 18 GA. GALV. STEEL CENTER HINGE SIN.£ LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. u FASTENED TO INTER. STILES W/(4) T OUTSIDE KEYED LOCK 2" GALV. STEEL TRACK FASTENED TO J 14 GA. GALV. STEEL ROLLER HINGE 114x5/8' SHEET METAL SCREW$ INSIDE HANDLE LOCK BAR LOCKING 12 GA GALV. STEEL TRACK BRACKETS. FASTENED TO END SINES EACH W%) TRACK ATTACHED TO EACH BRACKET /14x5/8" SHEET METAL SCREWS AND DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. WITH ONE 1/4-4/8- BOLT & NUT (4) 1/4"x3/4' SELF TAPPING SCREWS PER END HINGE OUTSIDE KEYED LOCK TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. OR TWO 1 /4" OW RIVETS. SNAP LATCH LOCK OPTION oxxws H ells m A Rasm s x ODWossi PART NO.: - PREPARATION OF JAMBS BY OTHERS. 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. rnT1a: LkdM SWW Oteendee 312 ETYMA SL 9A 16M A JAMB CONFIOURATION aT a""OPAT c rRm TOLERANCES or. IDEAL Care"*- ON 452D2 SECTION C-C r 4°°1i1i0 b..m " e0I f Na t-S1 aM!-SHba —A -44iilwleA. .0 - t :03 NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS y'iMWwsb* mSHALLBETHERESPONSIBILITYOFTHEPROFESSIONALOF . 00 s t.OtS Di 1gON; MODEL SRST W4 9-0 x 8-0: +25/-32 DESIGN LOADae...w t1i. reo G rvt A, .000 a 3.005 RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD, P.E. G j ra.b ew.o.... DRAWN BY. BUM .DATE: 4/18/00 SCALE: NTS DWG.D WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON Ep DODO s t.001 DTHISDRAWING. FLORIDA P.E. %48a95 /< Third Angle8A9 tt/2• CHECKED BY: MWW DATE: 4/18/00 SHEET t OF t SIZE NORTH CAROLINA P.E. /23832 G Projection +Uldom000msARE Pi romim DWG. NO.: 102137 REV. NO. 1 4 I T 9 r%ftaalrrr 14-0%liA4—.l RS4422 as AVW'lML %MV111I WIT. co/ophy rden/,fcs wil 4 3 2 1 R T & 4R OPTIONALNnL o58 OR REVSSIONS F ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. 1/8 ACRYLIC GLASS REV. NO ZONE: DATE: ECN NO.1 APPVD: DESCRIPTION ATACHED W/ TOG-L-LOC k URETHANE ADHESIVE A LITE SECTION SEE SECT. B-B) i 2' THICK --f 12 GA GALV. STEEL TOP ROLLER f f f f ';i :f i ¢ BRACKET. EACH BRACKET ATTACHED LISTED W/(4) 114z5/8' SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP © BRACKET WITH (2) 1/4-x1/2- BOLTS AND NUTS PER BRACKET. AL MAX HEIGHT: 8'0' a !< ® SECTION A -A (SIDE MEW) j r REPORT#9606C ONE 4'xt6 GA. TALL C-CHANNEL PER DOOR SECTION. ONE 1/4'x3/4' SELF TAPPING TWO POINT SCREW PER STILE LOCATION. lga= LOCKING REQUIRED SLIDE BOLT SHIP LAP JOINTS. END A (4) f 14x5/B- SHEET STILE INTO VERTICALVERTICAENGAGES MAX. WIDTH: 18'0" METAL SCREWS TRACK. ONE 14 GA CALM. ROLLER HINGE. LOCK ON EACH HINGE FASTENED TOC, - ' j INSIDE E1_EVAiION EACH SIDE END STILES W/(4) 114x5/8" I END OF DOOR. SHEET METAL SCREWS ANDaI40TE: STILE p INSIDE SLIDE BOLT (4) 1/4'x3/$ SELF TAPPING DOORS UP TO 7'-0' HIGH CONSIST OF (4) SECTIONS (SHOWN)). INTER• LOCK OPTION SCREWS. (SEE VIEW B' DOORS OVER 7'-0' HIGH CONSIST OF (5) SECTIONS (NOT SFi01YN). STILE (4) 1/4"x3/4' SELF TAPPING SCREWS 0=ClATL4l4GMFRAME WITH U.V. OUTSIDE 14 GA. END HINGE 18 C.A. INTERMEDIATE HINGE ON OUTSIDE SURFACE. HANDLE 1-1/4" WIDE MIN. x 16 Gil GALV. VFR y LAUB ATTACHMENT (C-90 BLOCK ORVATrACHFD STRAP. (5) PER DOOR SECTION (6 LOCK BAR S xi M M .D JtFT F MN); STRAPS ON LOCK SECTION). EACH 4' STRAP ATTACHED W/(3) 1/4'x3/4" ENGAGES IN 3/8 x4 SLEEVE ANCHORS ON 18' CENTERS (C-90SELF TAPPING SCREWS (TWO SCREWS OUTSIDE KEYED LOCK TRACK ON BLOCK) OR 23' CENTERS (2,000 PSI MIN. CONCRETE) ORTO DOOR, ONE SCREW TO C-CHANNEL). EACH SIDE 1/4'x4' TAPCON SCREWS ON 14-1/2- CENTERS (2,000MOLDEDINSIDESS1Bx3/4" PAN HEAD SCREW OF DOOR. PSI MIN. CONCRETE). WASHERS INCLUDED WITH GA MIN. EXTERIOR SKIN WITH G-40 LITE RETAINER. OR i/8' ACRYLIC CUSS (10 SCREWS PER LITE) AP(AfLS. ANCHORS MAY BE COILNTESLEEVEANCHORSI' O.D. MIN. WASHER RERSNCQUIRED GALVANIZING, BAKED -ON PRIMER AND A SECTION B-B (&!T NOT REQUIRED) TO PROVIDE A FLUSH KED-ON POLYESTER PLANTED TOP COAT 10 SCREW WINDOW LITE MOUNTING SURFACE. HORIZONTAL JAMBS DO NOTPLIED TO BOTH SIDES OF STEEL SIGN. VERTICAL JAMB ATTACHMENT (WOOD FRAME BUIIDINGS). TRANSFER LOAD. 1/2'x3" LAG SCREWS ON 16x CENTERS. 1' O.D. MIN. GALV. STEEL BOTTOM BRACKET. HORIZONTAL TRACK SUPPORT BY WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK 2.6 JAMB WITH (2) 114z5/8" SHEET METAL. SCREWS. B DOOR INSTALLER (TO SUIT) (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING OPTIONAL STOP MOULDING BY DOOR SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ..... INSTALLER (TO SUIT)11 ALUMINUM EXTRl1SKIN k VINYL WEATHERSTRIP. 16 GA GALV. STEEL END STILE SNAP LATCH ENGAGES 20 GA. GALV. STEEL CENTER STILE T14E DES*N OF THE SUPPORTINGONTOVERTICALTRACK. 12 GA. GALV. STEEL TRACK ELEMENTS ARE THE RESPONSIBILITY OF THE 13 GA GALV. STEEL FLAG BRACKET. ONE SNAP LATCH ON BRACKET FASTENED TO WOOD BUILDING ENGINEER OR ARCHITECT OF EACH FASTENED TO WOOD JAMB WITH EACH SIDE OF DOOR' JAMB WITH ONE 5/16'x1-5/8" RECORD FOR THE LOADS SHOWN ON 3) 5/16'x1-5/8' WOOD LAG SCREW. INTER. STILE WOOD LAG SCREW PER BRACKET. 18 GA GALV. STEEL CENTER HINGE THIS DRAWING. TRACK CONFIGURATION 2' GALV STEEL TRACK FASTENED TO CENTER STILE W/(4) OUTSIDE KEYED FASTENED TO TRACK BRACKETS. EACH 114x5/B" SHEET METAL SCREWS. W END EACH BRACKET ATTACHED WITH ONE Z' STEEL RULER WITH PUSH NUT HANDLE STkE 1/4"x5/8" BOLT do NUT 0 MARK WES7R6ffiD. P£ oEIGHT .L- TWO 1/4' RIVETS. 14 GA. GALV. STEEL ROLLER HINGE FUNWA P£ #46495 o INSIDE H 14DLE FASTENED TO END STILES W/(4) EACH SOUTH 6woLVIA P.E 127E32 6 -6 70 OUTSIDE KEYED LOCK 114x5/8" SHEET METAL SCREWS AND y 2" GALV. STEEL TRACK, 7 -0 76 SNAP LATCH LOCK OPTION 4) 1/4"x3/4- SELF TAPPING SCREWS. DESIGN LOADS: +25.0, -25.0 PSF TRACK THICKNESS: .060" TEST LOADS: +37.5.0. -37.5 PSF PREPARATION OF JAMB BY OTHERS JAMB CONFIGURATION DRmwL DRAIYRIGS Aw 5K71m N gl.uE8-0 88 M W M A FASED SEAL (Eueoss). PART NO.: — A = U4R TOP BRACKET xmzf .. gI Othmrlr Sit 7ieiA SL Sei FfiOD ce TYP. 2-1/2"x12 GA GALV. STEEL TRACK BRACKET. t)OUBLE IK)fBZONTAL a v40'yy- TOLERANCES — IDl1AL 452D2 4) TRACK BRACKETS PER SIDE. TRACK arAe..4 +.e.'Mss A. .0 - t.03 Fa Ib. 1-5t3-m-59 0- .00 - t.015 .DESCRIPTION: MODEL 6RST W4 18-0 x 8-0: +25/-25 DESIGN LOAD 0 LOW DOUBLE TRAGIC ae. bW mlr muw wey ,..ww a .ODD t .005 LOW HEADROOM IS 'oLr b ae 4w,.yw sa 0000 t.001 DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DMG.RAVAILABLEASANOPTIONDOUBLETRACK ' J''r TZ ar» ,..wt.s ur.A. De4rMI a t I/T CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 SIZE 1JL(7W HEADROOM OPTK)N i Ttmd Angle Projection + - UnMss Stotee tE m oicaaKslDwsAREwINCIIEs. DWG. NO.: 102139 REV. N0. O 4 3 2 OUNGE COUN •Y. BUJUEDiNG DIV. 11% Ag LJ C A C C U n 51 3 MODEL: SRST (25 GA. STEEL. SKIN) MODEL? 4RST (24 GA. STEEL SKIN) LISTED REV NO OPTIONAL OSB cuss OR i 1/B` ACRYLIC LITES AVAILABLE SEE SECTION B-B) 1) INTERMEDIATE STILE 20 GA. MIN. END STILES ATTACHED TO DOOR )- ATTACHED W/ TOG L--LOC (TOP & BOT) c1, SKIN WITH PATENTED TOG-L-LOC SYSTEM -{ 2, THICK AND URETHANE ADHESIVE (ALONG CENTER) rtt 1it nATOP, BOOM &CENTER). . Tf I I I I IiI iI 1—I ONAL VENTS OPTIONAL OUTSIDE KE)'ED LOCK POSITION DOOR WIDTH 11+ x5/8` SHEET METAL SCREWS NOTE I DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS ((SHOWNI. DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (IJOT SHOWN). O. m REPORT# 3606C 25 GA. MIN. GALV.-/ LOCK POSITION STEEL SKIN COATED WITH A BAKED -ON PRIMER, BOTHSIDES) AND A BAKED -ON POLYESTER TWOPOINTLOCKINGTOPCOATAPPLIEDTOBOTHSIDES OF STEEL SKIN. ONE 3` TALL x 20 GA. U-BAR (50 KSI) PER DOOR SECTION. END SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SI 1DF DINT DPTInN 2 REVISIONS 1 DESCRIPTION OTY ( 1) WAS (2) FOR TRACK BOLT 3" TALL U-BAR LAKE COUNfI ISUILDINCi UEPARTNIENT R20NTAL TRACK SUPPORT BY 20 GA CALV. S EEL REVIEWK> Pt AIMS DOOR INSTALLER (TO SUIT) AKE 10 UE KCh td JUB SITE D AIYY C1iRUIt DI: OI c.IUN IN'ft IF SE 1- 7/$` I LANS IJ V.LI Ill . WITII — 311 C UIKEMEf.'TB T I E S ON I¢I L T 1 Tb1fWkGALV. STEEL FLAG BRACKET. 16 G. CxX STEEL TOP . 13I11 It E, ( ` I EACH FASTENED TO WOOD JAMB WITH LAP JOINTS. 14 GA, i V. STEEL Wfr+-•+ ENOHINGE, EACH cs. FASTENED 10 ETD tl SHEETYET(M14.5/8• k ( 4) 1/4'x5/4' $Elf TAPPING SCREWS. 7 2 3• TALL x 20 GA GN.Y, Z STEEL U-WR ONNE U-BUi Z PER SECTION. EACH u-BAR ATTACHED W Q UL (3) 5/16'x1-5/II" WOOD LAG SCREWS. NOTE: DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS AVAILABLE AS AN OPTION L} DOOR HCK: HT "L' p Rti2` GALV. STEEL TRACK, ME, - MIN. TRACK THICKNESS: .060" N-038TYP. 2-1/2`xl2 GA, CALV. STEEL TRACK BRACKET. 4) TRACK BRACKETS PER SIDE. YRIN TWO I/4"x3/4' sEli TAPPING i. xLHR TOP BRACKET SCREWSPERSTILELOCATION. CAKE HORIZONTAL FRONT FRAIJEaWITH U.V. COATING ON OUTSIDE SURFACE DOUBI F TRACK IOW HEADROOM OPTION p I/ 4"x3/4` SELF O VERTICAi JANJB ATTM.HMfNT 41YOOD fRAMF Sim ONNCSI 1/2"x3" LAC SCREWS ON 24 CENTERS. Y• O.D. MIN. 1IWAC E7AT7 SNCMEO .80T.1110.0n n 14xE/ 9 SHEET IIETK SCREWS. " " oPr101+tni tp SCREW ORTAPPING SCREWS. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK puwwuu EztRuswN SSB CLASS 1VIINtOOW I fiF 14 CA. FND HINGFS 18 GA. INTERMEDIATE HINGE BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING k VINYL W'CATNERSIRIP. 1/8" ACRYLIC uT£ c TION B-B vIFW " 8" VIEW "C' SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION A -A IS llDE VIFWT j'Bx3/4'• PAN HEAD SCREW ENO RTICA1JAMBATTACHMENT ,OTi CAOtICRETFCOtUMPMOLDED INSIDE (10 SCREWS PER UTE) STILE STOP MOULDING BY DOOR INSTALLER TO SUIT) ASI MIN r ( 3 II x4 SLEEVE ANCHORS I 24 CENTERS (BOTH 20 CA. MIN. CALV. STEEL END STILE C-90 BLOCK OR 2 00o PSI MIN. CONCRETE) OR WE RETAINER INTER. SNAP LATCH ENGAGES SOLE —",D1 2.6 YELLOW PINE JAMB 12 GA. CALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB-/ WITH ONE 5/IB'xl-5/$` LAC SCREW I PER TRACK BRACKET. , 2" GALV. STEEL TRACK FASTENED TO 12 GA CALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET Willi ONE 1/4`x5/8` BOLT do NUT OR TWO 1/4" DVL. RIVETS, 20 GA. CALV. STEEL INTER. S E 1/ 4"x4" TAPCON SCREWS ON 24" CENTERS (2,D00 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, I' O.D. MIN. WASHERS REQUIRED ANCHORS MAY BE COUNTERSUNK INTER STILE WITHNOTTAPCONS.REQUIRED) NOT (BUTREQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- OUTSIDE KEYED HANDLEtII tGA. CALK STEEL CENTER HINGE FASTENE£ D 10 INTER. STILES W/(4) b14x5/ 8' SHEET METAL SCREWS. `1 14 GA. GALV. STEEL ROLLER HINGE FASTENED SHEET DSTILES RAEWAND D) t145/B`EETMCI& SC 4) 1/4' x3/4" SELF TAPPING SCREWS PER END HINGE+ 2` DIA SHORT STEM, 10 BALL STEEL ROLLER PREPARATION OF J(ytlj,RS RY OTHERS. " JAMS CONFIGURATION •". 1 J: SECTION C-C NOTE" 2THE DESIGN Of THE SUPPORTING STRUCTURAL ELEMENTS 1 11f l i _ x`. SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD, P.E. Willi CURRENT BUILDING CODESFORIKELOADSLISTEDONFLORIDAP.E. /a8a95 THIS DRAWING. NORTH . CAROLINAP.E. 123832 , 4 3 u ONTO VERTICAL TRACK ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE 5111-t OUTSIDFKFYFD I LICK I OCK BARIOCK[ N INSIDE HANDLE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. C E I DESIGN LOADS: + 25. 0 P.S.F. h -32'0 P.S.F. OUTSIDE KEYED LOCK TEST LOADS: +37.5 P.S.F. ,4 -48.0 P.S:F. SNAP LATCH LOCK OPTION lAr.•A uu.xcs 4At %+Ie »OAT a II A AYSIasrN. watlossl PART NO., 14CE; UAbs. Slat•d OMneu• 31L 4kla+l SI Sint TVA w TOLERANCES 1 DEAL OMhIIIU. DH 452D2r L`LOPAi rlatr4l114awcT5IxLCLOM11LOOMw ..a.i..d a..:. w •,a .•N a. id I.. 1- 513-3b1-NeoD I4/fl9alpRflT. Fm No. 1-513-162-3519 DESCRIPTION: MODEL 6R51 ri4 9-0 x 8-0: +25 -32 LOAD awl —I 00 = 2.015 Iowa w1,.w, s»Iw. N•w. w aY •.Ic... I»wWA' •°"04•' •"' D00 3. 005 3. 0D) I DRAWN BY. BMM DATE: 4/TB/DO SCALE: NIS .DWG. CHECKED BY: MWW DATE: 4/18/00 SHEMT I OF I 'SIZE DDOU a uak•. staled OUwnd•. owERseas ARE IN r4cNEs. i Third ARge Pro tioa + - i DWG. NO.: IO2137REV. NO. 1 2 i ONE BY WOOD — BUCK BY OTHERS FLANGEBE71VE£N WINDOWEFIANCEkW000BUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISHBYOTHERS PERIMETER CAULK BY OTHERS / FLANGE TYPE J WINDOW FRAME HEADER EXTERIOR WINDOWHEIHT FLANGE HYPE SILL FRAMESILL PERIMETER CAULK - BY OTHERS SHIM AS REO'D SEE NOTES) INSTALLATION ANCHOR 3/16' OW TMCON SHOWN CAUL( BETWEEN WDOD BUCK t MASONRY OPENING BY OTHERS 1 1/4' MN. EMBEDMENT 1/4' SHIM - SPACE MAX ONE BY WOOD BUCK BY OTHERS E 1 4' M1 T SHIM AS REWD SEE NOTES) 41 CONCRETE OR MASONRY OPENING BY OTHERS Q NSTALLATION ANCHOR 3/16- DIA TMCON SHOWN PERIMETER CABYUL( OTHERS CAULK BETWEEN WOOD RUCK k WINDOW WIDTH MASY OPENING BY OTHERS EXTERIOR CAULK BEr*EEN EXTERIORWINDOWFLANFINISH SECTION 2 WOOD BUCK BY OTHERS WINDOW WTH. A B C D. E j / K 2 WINDOW HGT. F G Q H 1 BUCKHEIGHT SILL STOOL BY OTHERS BUCK VA01H 1/4' SHIM FLANCE TYPE SPACE MAX. JAMB FRAME \ JAMB Q CAUL( BETWEEN WINDOW FLANGE r PRECAST SELL WITH VULKEM PRECASR ADHESIVE By 07HERS IPROVED EQUAL JL ORM SECTION 1 CENERM NOTES, 1) SHIM AS REWD. AT EACH INSTALLATION ANCHOR IRS LOAD BEARING SHIM. MAIL ALLOWABLE SHIM STACK TO BE 1/4-. 2)WINDOWWDW FRAME MAIEAW83. : ALUMINUMALLOY603 USE LAM( CALRX BEHIND WINDOW FLANGE AT HEAD k AMBS SAL MUST BE ATTACHED 70 THE SUBSTRATE WITH VULKEM 116 ADHESIVE CNXX OR APPROVED EQUAL 4) APPUCX7IICW OF "AM 116 ADHESNE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER' S RECOMMENDATIONS. 5) USE LAM QUAK FOR PERIMETER SEAL AROUND OOERDH OF WIDOW FLANGE. 5) CLASS 7MC MESS MAY VARY PER THE REQUIREMINIS OF ASTM E1300 CLASS CHARTS. SINGLE GLAZING 6 SHOWN. INSULATING GLASS 6 AM OUNNIED. 7) GENERAL ALUW40JWS 1440 SINES SINGLE HUNG 6 SHOWN, INS PRINT ALSO APPLES TO THE 1540 V6LAATING GLASS SINGLE HUNG SERIES. 1 1 ELEVATION VIEWED FROM EXTERIOR i% i/ 0Z 2(—GL CCFliTR- 4LFrU JF.yMA. S..O.A.F. a4I VLANUFAry n NAJa 0, IVERaL Al. urtlAI vM T! FA4' Viz AfT.r1. -A COMPARATWE ANAL ON CHART WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS IXXITHAISCFT E70FPoOR INTERIOR HEAD JAMBS 16 1/1 X 26 W 96 B F,G E4- to 11,1138 2/I 78 78 8 F.G 191/ A X 50 6/6 56 58 B F.G 19 / A % 54 M 34 Ss B F.0 16 fA X 55 We 52 52 B FA 6 1/1 X 83 45 45 H F.G 16 1 X 72 40 40 F20 M3 20 1/2 % 35 3/1 51 51 B F,G 1144 26 1/2 X N 6A w 4a B F.0 1 N4+4 26 1/2 X 54 6A 42 42 B F.0 1H445 26 1/2 X S5 6A 41 41 8 F.0 Iib 26 1/2 % 03 40 40 B FA i 1 X 40 FC 30% 3 S01/ 2X 30 112 X 38 we44 44 6 B FCC 30X4 30 1/2X 50 5A 40 40 B F,c 3OX4+ 4 30 1/2 X 54 6A 40 40 B F.0 3DX4+ 5 30 1/2X 55 sA 40 40 B F,6F.c 3=5 30 1A X u 40 4D 40B F 22 X 1 BFo 23 37 x . 2A 40 40 B F. 24 37 x SD 6A 40 40 B F,G 24+ 4 37 X 54 We 40 40 B F.G24+ 5 37 X 55 1V6 40 40 B F.G25 37 X 83 40 40 B F AW 37 X 72 40 1 40 4826 X 46 B F,C 1836 48 x >0 3A 40 40 B F.G 4850 48 X 50 4A 40 40 B F,G 484+ 4 48 X 54 6A 40 40 8 F.GPV 484+ 5 48 X 55 #A 40 40 B FXOV 4863 48 X 63 48172 40 4040 40H FAIV H.132 1A. X 45 43 B F.G F,G 3334531/6 X 30 2A SS IA X So ye 40 4040 40H BF.gNd 34+ 4 53 1A X 54 6A 40 40 H F.6.W 34+ 5 53 to % 55 6A 40 40 B F.G.H.I63 as.Tin n i 1) MHERE WATER RESISTANCE TEST REQUIREMENT OF 152 OF DESIGN LOAD APPLES. POSITIVE DESIGN LOADS WILL TI LIMITED PSF 7D WATER TEST PRESSURE OF 6.0PSF ACHIEVED N TEST. 2) IN5TALU110tt itAlOE FRAME VAH/DOW N CONCRETE 0R MASONYtY GEEH6NG USE 3/10' lXA TAPCON ERAMWOWSIGNORS Of SLITICpHT lF7RGlH1 TO PROVIDE MIN. /-1/4' EMBEDMENT INTO SUBSTRATE A7 LOCATIONS SFWWN ON CHART. 3) SEE ELEVATION FOR KEY 10 TAPCOM LOCATIONS 4) INSTALL IB SCREWS OF SUFFlpFRT LFNGHH 10 PRONDE 3/4- MN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPLIED INSTAL1A710N HOLES. 5) IF EXACT WINDOW SIZE IS NOT LISTED IN AN34OR CHART, USE ANCHOR OUANTITY LISTED KITH NEXT LARGER M FOR 7E APPROPRIATE DESIGN PRESSURE REO'D. 1021 K UNIT u • Dwitsm, 12 73= • PS on 6150t2 . kb% TE 75361 1R41. o 1R3arml ASSEMBLY DRAWING SERIES 1440/1540 TDL SINGLE HUNG WINDOW _ PREPARED BY: PROOAX.'1 TEOWOL00Y CORP. 250 INIFANtiK11Nt X1'. SuOL 254 HFATNigY. ROMA 32746P110NE 407 605-616' 1t CAULK BETWEEN WOOD BUCK & MASONR• OPENING BY OTHERS ONE BT WOOD — BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGEBUCKWOODBUCK STUCCO J B, OTHERS PERIMETER CAULK Br OTHERS GLA2ING Do. HEIGHT EXTERIOR 1 PERIETER CAULK By OTHERS INSiALLATIDfI ANCnOP. 3(16" D+A TAPCON BUCK WIDTH 1/a" MAX. Srau SPACE SHIM AS RED NCTNCRETE OR (SEE NOTES) 1-1, AIN ASpNt, OPE—C EuBEOu[NT B, OTHERS SHI4 AS REO'D RANGE TYPE WOOD BETESEENOTES) IA Ow FRAME Q CAM BUCK&N d .AS*' OPENING BY OTHERS IA2ING Q 1-1/4_ INN EATSEOuENT INSTALLATION ANCHOR 16- DIAL TAPCON C 1/4- MAX. SHIM SPACE EXTERIOR PERIMETER CAULK eY OTHERS WINDOW -DIN ONE Br WOOD BLICx BY OTHERS CAutK BETWEEN WINDOW FLANGE WOOD BUCK CONCRETE OR NINMASONRYOPENING FLANGE TYPE WINDOW FRAME SET. TION 2 8r OTHERS TVCCO R COMPARATIA: ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE (INCHES) CAPACITY IN PSF LOCFTIONS WIDTH/HEEN7 EXTERIOR INTERIOR HEAD JABS 12 x FA 40 58 O.EI.G 12 x 72 40 56 C D:EF.G 5 X 16 O 06 C NJ 21 x 16 40 69 A.B HJ 24 x 24 40 55 A.B F.G 2.x 30 40 45 A.B F.G 24 x 36 40 40 A.B F.G TA EllF.G 24 A 60 40 40 8 O,E"" 24 X 72 40 40 A.B 0.E r.G 32 x 48 40 40 A,S OSYS 36 x 24 40 8 0,E.F.G 36 x 5 40 o0 A.B D.EF.0 z 72 40 40 A.8 D.E..1, 68 x 24 40 A.8 D.EI.G aB z a8 40 00 A.B O.E.F.G 48 X 60 40 40 A.8 D.£!.G 64 X 24 40 40 A;B F.0 72 X 38 40 0 A.B F.G 72 x 60 40 40 ALB O.EF.G 73 x 16 40 40 A.B KADER 8, OTnE 5 CENTRAL FLORIDA B.O.A.F. BUCK WINDOW NE+GnT WTH UFMANACTURERNAME: FLANGE TYPE WINDOW FRAME SIu A C 3 GEi, Rm- AL-o i Nw, r N RAL NOTES RASTER 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHAM STACK TO BE 1/4". D E 2) WWNDOW FRAME MATERIAL: ALUMINUM ALLOY W63. 3) USE LATEX CAULK BEHIND WINDOw FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL.. 2 4) APPLICATION OF VULKW 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER' S RECOMMENDATIDNS. 5) USE LATEXCAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WWvDOw FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENIS OF ASTM E1300 GLASS CHARTS. 7) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN WINDOW LOADS wU BE LIMITED 10 40.0PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST H 8) INSTALLATION: FLANGE FRAME vwNDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DNA. HGT TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE AIN 1-1/4-EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL !8 SCREWS OF SuF TCCHT LENGTH TO PROVIDE 3/4" MIN. EMBEDMENT INTO WOOD BUCK ATALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. IF FACTORY APPLIED HC 75 ARE NOT PRESE'.T, 8 SCREWS SHOULD BE PLACED AT MAX. 6" FROM CORNERS & uAx. 24' OC. IT) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUAN70r LISTED *IN NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE RCO'O 12) GENERAL 145D SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES 7= THE 1550 SERIES F G MARBLE SILL STOOL BY OTHERS PRE - CAST SILL CAULK BETWEEN —DO- FLANGE 8, OTHERS & PRECAST SILL WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL SECTION I ELEVATION VIEWED FROM EXTERIOR Tool w. Ccm6F TW. • Cw&%., TX 750• F.O. la 819022.0dift l pAs4: lR:S01i1KW INSTALLATION [- TAIL SERIES SERIES1450/1550 F_ANCE PW pAw. I+ G,tD 9s S:nf BQ N/A M... •,.• cm . 0•1; c.c .MIL¢ Iva. B, 11EcN - 1_ ut o- I B GEHC= SHEATHING BY DINERS B INSTALATION ANCHOR SCREW SHOWN (TYP) EXTERIOR—\ FWISH BY DINERS PERNE7ER CAULK BY DINERS FIN TYPE WNW FRAME HEADER EXTERI R FIN TYPE WINDOW FRAME SILL PERIMETER CAULK BY OTHERS 18 SCREW INSTALATIONANCHORSHOWN TYP.) EXTERIOR FINISH BY OTHERS SHEATHING J BY OTHERS CAULK BETWEEN FIN I8 INSIALA710N ANCHOR SCREW SHOWN (IYP,) HE % h SATING SHIM(SEE AS 2 X WOOD SEENOTES) ES) BY OTHERS 1 MIN. FIN TYPE EMBEDMENTwND0wFRAME CAOLY cT JAMB SHE, & ([ FIN r SZEENOIES) X WOOD BY O....r25 OTHERS I" MIN, EMBEDMENT SHEATHING BY OTHERS WINDOW WIDTN EXTERIOR FINISH EXTER10 BY OTHERS PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT W( NDOW WTH. ANCHOR ( TYP,) O O 01 O O SILL STOOL 0 Z BY OTHERS 24" O.C. MAX. ( IYP.) O O W T EOUALLY SPACE WINDONDOANCHORS (IYP ) 0 O SHIM AS REO'D 10 SEE NOTES) 0 0 0 0 O 6' MAX, (IYP.) 2 X WOOD BY OTHERS 6" MAX. (TYP.) CAULK BETWEEN ELEVATION WINDOWFINSHEATHING I' WIN EMBEDMENT VIEWED FROM EXTERIOR SECTION 1 Loa A 3 MASTF, RF>L # 3 COMPARATIVE ANALYSIS h ANCHOR CHART WINDOW DESIGN PRESSURE NO.. OF /p SCREWS NO, OF 0,090 DIA. NAILS SIZE ( INCHES) CAPACITY IN PSF REO'D. W FRAME REO'D, IN FRAME DTN/ NEIGHT EXTERIOR WTERIOR HEAD SILL PEA, JAMB HEAD SILL O EA, JAMB 16 x 30 109 109 1 1 2 2 2 3 16 x 0 63 p3 2 2 3 2 2 3 16 X 50 63 63 2 2 3 2 2 3 z 2 3 20 x 30 86 86 2 2 2 1 20 X 40 73 73 2 2 3 2 2 20 x 50 S9 59 2 2 3 2 2 OX 2 2 2 2 2p x 30 57 5 2 Ip x 40 52 52 2 2 J 2 2 3 28 x SD 46 6 I 2 3 2 I x s 2 30 x 30 52 52 2 2 2 2 30 X 0 9 9 2 2 3 2 2 3 30 X 50 3 3 2 2 3 2 2 x 0 2 2 2 2 38 x 30 1 1 2 38 x 0 0 0 3 3 3 1 3 3 36 x 50 0 0 3 3 3 3 3 38 X 3 3 3 3 5 0 x 30 0 0 2 0 x 0 0 0 3 3 3 1 3 3 0 X 50 t0 0 3 3 3 3 3 3 1 3 3 5 R I) SHIM AS REO'0. ADJACEM7 TO EACH NSIALLATIDN ANCHOR MTN LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/+ 2) WINDOW FRAME MATERML ALUMIMJM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIN AT "CAD, SILL Q JAMBS. USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS IMCKNESS MAY VARY PER THE REQUIREMENTS OF ASIM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAUFIED, 6) WNERE WATER RESISTANCE TEST REOU•LEMEN7 OF 15% OF DESIGN LOAD APPLIES, POSITIa£ DESIGN LOADSWALLBELxw7E0TO •0D PSF M TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7) INSIALLA7iow FIN FRAME WINDOW IN WO00 FRAME OPENING WIN Two BY WOOD STUDS. USING 0. 09DIN. DIA NAILS OR /p SCREWS OF SUFFICIENT LENGTH 70 PROVIDE INN. I- EMBEDMENT 1M70 SUBSTRATE. S) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTIIY USIEO MTN NEXT LARGER SIZE. 9) GENERAL ALUMINW'S 1140 SERIES SINGLE HUNG IS SOWN. THIS PRINT ALSO APPLIES 70 THE 19.0 WSULATING GLASS SINGLE HUNG SERIES tpD1 M. CrPSAI BP. • Cwoolm TT ISODE • PA 0- 919022 •Dohs. TX 35 RA.« c aM:Ar7a ASSEMBLY DRAWING SERIES 11.0/1940 TDL SINGLE HUNG WINDOW BB N ZAma wtt BGEP. c 11/05/ O1 4-0013 i' .IN. WiNDOv of O1H IY•• — SMEATHING EMBEDMENT — ( S.1. SPACE B* OTTERS 2 x B, WOOD B, OTHERS SHIN AS REO'D, 2 X v00D CAULK BEHIND FIN BY OTH[RS FIN TYPE vINDUW E.B INSTALLATION FRAME JAMB / NISH R ANCHOR SCREW By OTOTHERS SHIN AS REO'D. GLAZING EMBEDMENT PERIMETER CAUK III (SEE NOT By OTHERS 1fI FI. TYPE VINDOW FRANC HEADER GLAZINGSEENOTES) EXTERIOR 1 TYPE FRAME $11 PERI.EX By OTHER EXTERIORFINISH BY OTHER CAULx III HY OTHERS SECTION 1 1 SHI- NSPACAx. E; WINDOW HE IGH7 1 2.• D.E. Tux. (T, PJ vtNDlN HEIGHT LED' D V.• MAX. SHIM SPACE MB INSTALLATION s XHOR SCREW 2 x WOOD B, OTHERS EXTERIOR PERIMETER CAULK BY OTHERS r9 INStALLATfON ANCIpt SCREW EYTERIpt FINISH CAULKBE FIN BY OTHERSSECTION2 SHEATHING BY OTHERS WInDOv WIDTH COMPARATIVE ANALYSIS & ANCHOR CHART WI N v DESIGN PRESSURE NO. Or .8 SCREWS NO. OF 0.099 DIA. NAILS SIZE iNCHE S) CAPACITYIN 'PSr REOUIBED 1N FRAME REOuIRED 1N FRAME v)Dlw/ NEIGmT EXTERIOR INTERIOR MEAD a SILL B EA JAMB HEAD L SILL B EA. JAMB 20 . 30 40 AO 2 2 2 2 20 x 40 0 2 3 2 2 20 x 50 0 0 0 23 2 3 0 . 2 32 3 30 . 30 0 40 2 2 30 . 40 40 0 2 3 2 3 30 x 50 40 40 2 3 2 3 30 . 60 40 2 2 0 x 0 0 2 AD X 40 AO 0 3 3 3 3 40 x 50 0 40 3 3 3 40 x 0 403 3 5 50 . 70 0 0 2 50 z. 0 0 0 3 3 3 50 . 50 0 D 3 3 50 . 60 0 0 3 5 0 2 COUALLY SPACE ANCHORS (lip.) TYP.) A 0 0 0 0 1 6• MAX. ( TYP.) ELEVATION VIEWED FROM EYTERIOR CENTRAL FL® RMA B.®.A.F. MANUFACTUM NAME: CFA/ER41AiFrrMASTERFILE # NOTES U WHOREWATERRESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSI7I VC DESIGN LOADS WILL BE LIMITED TO .0.0 PSF DUE TO WATER TEST PRESSURE OF 6D PSF ACHIEvCD IN TEST. 2) INSTALLATION FIN FRANC WINDOW IN WOOD FRANC OPENING WITH TWO BY WOOD STUDS USINGKBSCREWSOFSUFFICIENTLENGTHTOPROVIDEHIH1• EMBEDMENT INTO SUBSTRATE OR QO99 IN DIA NAILS. 3) IFEXACTWINDOWSIZEISNOTLISTEDINANCHORCHART. USE QUANT17Y LISTED WIT. KEXT LARGER SIZE. SHIM AS REO'D ADJACENT TO EACH INSTALLATION ANCHOR WIT. LOAD BEARING SHIM MAX. ALLOWABLE SKI" SIACX TO BE 1/.. S) WINDOW FRAME .ATERIAL, ALUNINUM ALLOY 6063. b) SrULATEX CAULK BEHINDWINDOWFINATMEAD. SILL L JAMBS. 71 USE LATEXCAULXFORPERIMETERSEALAROUNDEXTERIOROrWINDOWFLANGE8) GLASS THICKNESSHAYVARYPERREOUIREMENTSOrAST. E13DO GLASS CMARIS SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO OuALIFICD. 9) GENERAL ALUNINUMS 1100 SERIES PICTURE WINDOW 1S SHOWN. THIS PRINT ALSO APPLIES 70 1900SERIESPICTUREWINDOW. CANaA BETvEEN- MDOD BUSK LSOMRrOPENING BY OI HE RS CAULK BETVEEM VINDDV FLANGE i WOOD BLCK CONCRETE OR MASONOP[NIMM MASONRYBY ORYRS EXTERIOR FINISH - BY OTHERS PERIMETER CAULK• by OTHERS FLANGE TYPE - VINODv FRAME HEADER WINDDV EXTERIOR KCIGHT FLANGE TYPE - VINDOv FRAME SILL PERIMETER CAULK BY OTHERS a EXTERIOR FINISH BY OTHERS CAUR. K BETvEEN vINDOv FLANGE i WOOD BUCK CONCRETE OR HASONRY OPENING BY OTHERS CAULK BETVEEM WOOD BU ICK L ASDNRY OPENING BY OTHERS SECTION 1 ON[ BT vOOD BUCK 9r OTHERS r INSTALLATION ANCHOR r 3116' DIA T.PCON SHIM AS RCO'D ISE[ NOTES) Q 1-t/A• MIN EngETDMEMi 1/.• MAX. T SKIM SPACE GLQx IT IFSCE ) DIES) BACK HEIG.T AS REO'D 1407 ES) By vOOD BY I/.' MAX SHIN SPACE a MIN. J E. BEDNENT INSTALLATION ANCHOR 3/ 16• DIA. TAPCO. NOTFs 1) SHOW AS RETO. AT EACH INSIALLA71ON ANCHOR USING LOAD BEARING SMW MAX. ALLOwASLE SHIN STACK TO BE 1/. . 2) mmDOw FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND wwDOW FLANGE AT HEAD. Sat & JAMBS. USE LATEXCAULKFOR PERIMETER SEAL AROUND EXTERIOR OF wIKDOw FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REOuLREMENTS OF ASTN E1300 GLASS CHARTS. 6) DESIGN PRESSURE CAPACITY OF vI.DOv L INSTALLATION IS LIMITED IC .DD PST. 7) FCR NS'ALLATIDI or FLANGE FRAME VI.DDWS IN CONCRETE OR MASONRY OPENING. USE 3'16' DIA. /APCON TrPE ANCMORS or SUFFICIENT LENG7.H TO PROVIDE MIN. 1-1/.' EM9CDn ATINTOSUBSTRATE. PLACC ANCHORS 6- MAX. FROM CORNERS L eV OC. MAX. BETVEEM. 8) BUILD DDVN AROUND CURVED PORTION OF v1NDOv FRAME TO BE EMGINL=RED By OTHERS. BUILD DOVN MUST BC OF SUFFICI[NT STRENGTH TO ADEDUATEL' 7RANSFER LOAD FRO. vINDOv TO THE STRUCTURE. 9) ELEVATIONS SMOV COMMON CONFIGURATIONS 11 IS NOT INTENDED TO L/AT USE OF THIS PRODUCT t0 THESE 'vD COMFIGt"'A110NS. THIS SKEE7 APPLIES TC ALL CONFIGURATIONS MAT CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESiWe F1aED WINDOW FRAMING S' ST£K CENTRAL FLORWA B.O.A.F. MANUFACTURER NAME: Ce lERAL 11 (lH/HUH MASTER FdLE # W1+IDCW HEIGHT 2 1 WINDOW WIDTH , ELEVATION VIEWED FROM EXTERIOR y j rn 7 %/—FfESHIMSPACE S.MIH ASRED'D ISEE NOTES) E.3EDMENT FLANGE TYPE '— CAULK BETWEEN VINDOV FRAME vODD DUCK L JAMB MAS' r OPENING 4 BY OTHERS WINDOW HEIGHT 6 CL. m 11rP INSTALLATIOM ANCHOR SEE CIE$) G 3/I6- DIA. 'APCON ONE By WOOD PERIMETER CAULK BUCK BT OTHERS BT OTHERS EXTERIOR FINISH CAULK BETVEEM BY OTHERS WINDOW FLANGE V000 BUCK vIKBW vIOTN —, CONCRETE OR ASDN/RY OPEPENTNG SECTION 2 BY OTHERS WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR 1001 11. Ga tf Ba • Cwmnm. U 75006. Pb an 8I90R • Ddm, TIT 7SAI wAvro,c wINSTALLATION DRAWING ONE BY BUCK SERIES 1450/ 1550 DESIGNER PICTURE WINM; BB N/ A cam wFf c,.r. ..DF+ 3Y I EEN _ 3/20/02 B I GEN-D025 SHEA:nwC BY CTHER! CAULK el Ex TERiOR F. Br 07nERS PERWETERCAULKBYOTHERS FW TYPEFRAMEHE GLAZING (7- , SEE NOTES FM TYPEFRAMESILL / PERIMETER CAM. J BY 07HERS 8 INSTALLATION J ANCHOR SCREW (1YP.) EATER:OR FWISM By P'HERS CAL•.. BEHWD FM - SHEATHING BY OTHERS 11OIj *.ES+W+ PRESSURE CAPAOTY Of8 INSTALLATION $iAAT10NIS 40.0PSF. 1) INSIAUATION OF FIN FRAME WINDOW W WOOD FRANC OPENING WITH TWO By WOOD S05. USING OC. A N$. PLACE 099 NAILS 6' FROM 99WOAILTUORNERS0ORsCM.. Q e' O.0 AX M. SETwE£N, ByOTHERS 3) FORINSTALLATIONOFFINFRAMEWWDDWWWOODFRAMEOPEM"C YWTH Two BY WOOD STUDS. US+NG 18 SCREWS OFSUFFICIENT LENGTH TO MIN N. 1 W. EMBEOWENTINTO SUBSTRATE. PLACE SCREWS 6' A. FROM CORNERS k )A' cc MAx. BETWEEN j SHIM AS REO' 0. ADIACE%T TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHW. MAT. ALLOWABLE SHIM STACK TO BE 1/4-. FB WsTALL.T.o. S) w.DOW/ FRAME MATERIAL µUMYMM ALLOY 6063, ANCHOR SCREW (TYO) E; USE UTEx CAULK BEHIND WIN00W FIN Al HEAD. SILL k AAMBS. 7) USE LATE. CAULK FOR PERIMETER SEA -AROUND EXTEROR Of WINDOW FLANGE. 8) CLASS THICKNESS MAY VARY PER THE REOUIREMEMTS OF ASTM 0300 SHIN AS REOD. CUSS CHARTS. SEE NOTES 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME 70 BE ENGNEERED BY O7r.ERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDDw TO THE I/i WAX, STRUCTURE. SHIN SPACE 1o) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/1900 SERIES DESIGNER FRLEO PICTURE WINDOW FP"NC SYSTEM. CENTRAL.- FLORIDA B.O. A.F. MANUFACTURER NAME: 4GtilER Al OM/A// JM MASTER FILE # cZ Dow NNOOw w1DN SHW SPACE SHIM AS REO'D TWO By fRANWG 9Y OTHERS FIN TYPE FRAME JAMB 1' YWEMBEDMENTSHEATWG tHSTALLAMON BT OTHERS GLAZING (TWP.) `CAc BEHIND FINSEE NOTES EXTERIORFINISHBYOTHERSxE TERIOR ANCHOR SCREW (TIN.) WINDOWYWOin PERIMETER CAULK 8, OTHERSSECTION 2 yr— WIDOW WIDTH HE.G. T O O O O O O NOO O O O OO WINDOW w1NDpw O HEIGHT EIGHTO} O2 O 2 o 0 0 0 0 0 0 0 0 0 0 0 o 0 i/{' YAX SHIM SPACE j 1 SHIM AS REOU SEE NOTES ELEVATION ELEVATION VIEWED FROM EXTERIOR VIEWED FROM EXTERIOR 1- I.N. I A FRAYING EMBEOwEMT BY 07KRS froI wfl..b Rd. C.,.&.. T1 ISM6. PA_ W E SECTION 1 y/" CAULK BETwDOD BUCK B MASONRY OPENING BYy OTHERSS ONE BY frDOD BUCKBYOTHERCAULK NCA BETWEENBUCK RANGEWOODBUCKCKCONCRETE OR MASONRY OPENING BYDINEREXTERIOR FINISH J 8Y OTHER / PERIMEIER CAULK J BY OTHER FLANGE TYPE HEADEFRAME D. HT EXTERIORFLANGE TYPE WINDOW FRAME SILL PERIMETERCAULK BY OTHERONEBY WOOD BUG% SIT OTHER NSTALLATDN ANCHOR BUCK WIDTH 3/16' DIA. IAPCCN f>ABEOMENT FLANGE TYPE i/i SHIM SII1M AS REDD, SHIM AS REOV WINDOW FRAME SPACE MAX. (SEE NOTES) Q (SEE NOTES) JAMB 0 CONCRETE OR a MASONRY OPENING 1 1/ 4' LMI BY OTr. ER ENBEDMENTd y PERIMETERCAULK BY OTHERS I I INSTALLATION ANCHOR 3/16' OIA. TAPCDN a CAULK BETWEEN WOOD BUCK A 1/4-SIN wNDOw WIDTH .- MASONRY OPENING SPACE MAX. BY OTHERS EXTERIOR CAULK BETWEEN EXTERIOR DOWINDOW FLANGE BY OTHER wDDD'BUC% BUCK HEIGHT SECTION2 ANCHOR (TIP.) N J K 4 PRE UST SILL BY O1HER5 CAULK BETW£UN WINDOW FLANGE A PRE CAST SILL WIN WLKEM SECTION 1 116 ADNESIVE CAULK OR SCNNEE MOREHEAD MO ADHESIVE SEµmT NOTES: IGHT 1) SHIM AS REO-D, AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX, ALLOWABLE SHIM STACK TO BE 1/4' 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 606.3 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 APPLICATION OF VIILKIA 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REOURREMENTS OF ASTM E1300 GLASS CHART SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO OUALIFIED. 7) GENERAL ALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1560 SERIES MODIFIED SLIDER INSULATING GLASS. 8) DRAWING APPLR:S TO INSTALLATION OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16" OIA IAPCCN ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MIN.1-1/N EMBEDMENT WIO SUBSTRATE Al LDCATION SHOWN ON CHART, 9) SEE ELEWABONS FOR KEY TO IAPCON LOCATIONS 10) INSTALL / 8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MN. EMBEDMENT W70 ROW BUCK AT ALL FACTORY APPLIED INSTALLATION NOIfS wNERE TAPCONS ARE REO'0. 11) IF EXACT wNDOW SIZE IS NOT LISTED N ANCHOR CHART, USE ANCHOR OUANIITY LISTED WITH NEXT LARGER WE. ELEVATION VIEWED FROM EXTERIOR COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WLNDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES CAPACITYINPSFREO'D. IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD IAMBS 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 It 42 40 40 H,K A,G 36 x 48 40 40 H,K A,G 36 x 55 40 40 H K A,B.F,G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 40 40 H,K A,B,F,G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 x 48 40 40 H,K A,8,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 1 40 H,K B,C.D,F,G CENTRAL FLORMA B.©.A.F. MANUFACTURER NAME: 4FyER?r4L 4wk:u,,Lu,7 MASTER FME # O o3.T[ OK.H; Nur[ 20/02N0027 WSR an s.i..p.. /.OY.. MfN 94 NbR NOf-AW! ,y IYTt M}L1F/ SHE ATHIN. CAULK BETsr EN FIN BY OTHER SHEA::NG s SCREW 'NSTALATION I MIN EMBEDMENT ANCHOR (TYP.) 2 X FRAMING ExTERIGR FINISH E7 OTHERS BY OTHERS ER. -METER CAULK r t/4- MAX. BY OTHER SHIM SPACE T F:N TY=E WNOC^+f FRAME HEADER SHIM AS REO'0 SEE NOTES) WINDOW HEIGHT xT RI R II FIN TI:E II RN—ES11 SILL STOOL BY OTHER SHEATHING 2 X FRAMING 1 ' 8Y OTHER By OTHERS i 4- MAX.-= CAULK BETWEEN 5 E / SHEATHING & FIN SEE NO'iE5) D `SHIM SPACE BY OTHERS FIN TYPE. 1-MIN. WINDOWFRAMEEMBEDMENTJAMB7 e SCREW MISTALATION ANCHOR ( TYP.) WINDOW WIDTH EXTERIOR FINISH BY OTHERS XT RI R PERIMETER CAULK BY OTHERS SECTION 2 PERIMETER CAULKS L 1/I MAX. BT 07HER SHM SPACE SHIN AS RED BS`REw (SEE NOTES) INSTALADONwlr ANC* OR (TYP.) 2 x FRAMING HE BY 07RERS EXTE1 ORFINIS- \ cY G-miERS ` CAULK BETWEEN WINDOW FIN & SHED_ iNG SHEATHING BY C°HER 1" MIN, EMBfDmEN SETCTION 1 GE% FR:_ NOTES: I) S-v AS REO'D. ADJACENT TO EACH INSTALLA :01 ANCHOR WTH LOAD BE4RINGSHIMMAX. ALLOWABLE SHIM STACY TO CE 1/.; 2) W.,-OW FRAME MATERIAL ALLOY 6063 3; USE LATEX CAULK BEHIND WNDOW FIN AT HEAD Su. & JAMBS. A) USE LATEX CAULK FOR PERIMETER SEAL ARE ND EXTERIOR OF WINDOW FF :UE. 5) G =SS THICKNESS MAY WARY PER THE REOIN_cM.tTS OF ASTM E1300 S .aE CLAZ:NG IS SHOWN, INSULATING GLASS IS ALSO OUAUFIED. 6) 0-1MIIG APPLIES TO WSTALLATION OF FIN FRAME '/W`jW w WOOD FRAME OPENING w - TWO BY WJCO STUDS USING 0" w DIA NA:.S C: EE SCREWS OF SUFFICIENT LF •._'H t0 PROVIDE MIN. S' EMBEDMENT INTD SUSSTR,I 7-- 71 IF :.ACT wNDOw SIZ' IS NOT LISTED IN CHART, _,SE AaCHOR OUANTITY LISTED WTe N=1" LARGER SIZE. 8i GE'-E'AL ALUM.NUM S1150 SERIES HOR120NTAL a Or ,S SHOWN. THIS PRINT ALSC A —.-ES TO TIE IM wSULATINC CLASS HOR1201,:AL SLDER SERIES. COMPARATIVE ANALYSIS & ANCHOR CUANTITY CHART WINDOW SIZE DESIGN PRESSURE 18 SCREWS R:DO. 099 NAILS REDID INCHES CAPACITY IN PSF IN FRAME IN FRAME wIDTH AND EXTERIOR INTERIOR HEAD EACH MEAD EACH HEIGHT SILL JAMB SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 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 a2 40 40 a 3 7 3 72 x a8 40 a0 a 3 7 a 72 x 55 40 40 4 3 7 5 d. r NTRALF'sLOWDA B. O. A. F . MAi' UFACTURM NAME: aje—=, yy it,4Ly 4—L4,Al n/Vg-f X4S 3 ER T iLLE # 7A ELEVATION VIEWED FROM EXTERIOR S rF'' to61 ., uar ea.C-0, n 7SM-FA I.11I9WvWft.IT ran F. INSTALLATION DRAWING WOOD FRAME STRUCTURE SERIES 1130 /19eO MODIFIED HORIZONTAL SLIDER es N/A OJ-> Zaot. ..LO. Tt..L. DATE ,RN NYM9LA o. rt 1s.. IT1snI I. 03/t 1/02 GEN-0023 ANCHOR INSTALLATION MULLION -\ ANCHOR MULLION ( TYP.) BRACKET ANCHOR BRACKET - CF'iNTILAL FLORIDA B• MANUFACTURER NAME WINDOW FRAME JAMB TYP.) MULLION DIE NO. 1445 SECTION A- A Ld EXTERIOR s: Y1S ELEVATION DWG No: GEN70452 GA )l MULLION DIE NO. 1445 i` • INSTALLATION 4-,R I I - S. - — --::- FILE # 8 SELF TAPPING a ° SMS (TYP.) o SUBSTRATE SECTION B-B T ANCHOR TYP.) 1 v " v SEE NOTES 2&#3 o ° --— ---T 1-7/8 NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N0. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS I'T FIN VERTICAL MULLION INSTALLATION DETAIL oo/ AREA. ALUMINUM TUBE MULLION, DIE NO. 1445 JS DATE; 3/17 /02 HALF DRN: APRVD:.- - - - WT/FT: - - - - SCALE: MAIL: - - DIG Na, GEN-0452 ft R, PRMUCT 7ECHNOLOGT CORP.. 250 INTERNATIONAL PKM7. HEATHROw, FLORIDA 32746 PHONE 4O7-805-0385 FAX W7-SOS-6366 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULLSPAN> WDW. HGT. V 53. 000 61.000 74.000 96.000 106.250 26. 000 222 153 92 38 26 38. 375 198 135 80 34 23 50. 625 190 126 74 31 21 54. 625 189 125 72 30 21 55. 625 189 125 72 30 20 63. 000 189 124 70 29 20 72. 000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON -r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020039 12- Ian-2002 01- 1201 4 I+S 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 01445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPUCA77ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-M / FAX 407 8054)366 CA020122 FEB.19, 2002 02-0217 kA rt GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED Sr. PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 80SMW I FAX 407 W5-0366 CA020123 FEB. 19, 2002 02-0217 DWG ,I — 0 =I 51 MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET MULLION DIE NO. 1446 SECTION A- A A LB MULLION Cis_ N0. 1446 INSTALLATION ANCHOR TYP.) I, 11 SEE NOTES a a a o # 2 & #3 SUBSTRATE SECTION B-B CENTRAL FLOFJDA B. O, A.Y. . °f v MA 1 RJ Y' AC li Q IRER lljAyXEXTERIORELEVATION - E v n, MASTER FILE # 5' NOTES: elf 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) CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' CARROLLTON, TEXASCARROLLTON,MASONRY DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 DRN: APRVD: DATE:3/1 •`_ SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIDI. EMBEDMENT INTO N1000 AREA: — — JS FRAMING. WT/FT: ---- SCALE: HALF MATL: DWG NO: PREPARED BY: PRODUCT TECHNOLOGY CCAR. 250 INTERNARQUAL n Wy. Kt—. 1-1— 11- --. - .,..------ SHIM 2 RE'D'C INSi:.LLAT!Crl ANC:SP. — DOG-.vIDIH SMATHING cSEE npTESt t8 SCR•EV BY GTMERS CAULK HErvEEN Dpp FLAB Tv0 3Y WOOD SLIDING GLASS 16SHEATHINGB7OTHERS COO41AS MAX. r SHIM SPACEA[ i 1-1/8• HIMEMBEDMIENT ZTEMPSTUCCOCTIP. OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BT OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS (TYP.) DOOI I; t Tkt it-M t HEIGHT SECTION B-B 10,4 3L'4L• { A 1 SLIDING GLASS DCGP FRAME / SILL , D MAX. SHIM SPACE Tv0 BY WOOD 1-1/8 MIN %— BY OTHERS SLIDING GLASS DOOR H{N AS REO'D. Max STRIP cSLE NOTES) INSTALLATION ANCHOR 08 SCREW CAULK BETWEEN DOOR FLANGE S SHEATHING iN'T/.LLFTIGN ANCHCR RB SCREW IWp HT VOOD BY OTHERS CAULK BETWEEN HOCK STRIP I'TSHEATHING J SHEATHING - By OTHERS SHEATHING By OTHERS TEMPERED GLASS STUCCO cTYPU STUCCO OR SIDINGORSIDINGBYOTHERS BY OTHERS SLIDING GLASS DOOR J/ INTERLOCK HOOK STRIP DETAIL 1-1/9, MIN EMBEDMENT MDTI'LI, DOOR—TERIAL• ALUMIMPM ALLOT 6"3. 2H R WSTIILATION SCREWS MAT ![ Or SUFFICIENT LENGTH TO ACWEvC MIM EMKDKMT OF 1-1/R• INTO WOII TAPCON TrK IM2/ALLA7117n AKHORS AT SILL MH/ii K OrLFFICICNTLENGTHtOACHIEVEMINCMKDHEMTOF1-1/A• IMTD MAtOMNr CR CFKKiLytNSTALLATIONANCHORCHARTCM3A" Or THIS tHECT. H USE SILICOJUD ACRYLIC CALLS KNIND DOM FLAAGC AT HEAD t JAMlL b lAC LtiICCgZLa r*,LIC CA/LA FOI PERIHETCR SEAL AQOV I) WERTOP OF DOOR . U IF CW DOOR SIZE IS Hpi LIST[0 IM AMCOR CW7, USE ANCHOR DVNIT77T LISTED VIIM MEai LARGER tM FOR TH[ A R®RIA:E DCS7CN NREfSU71C RED•! TH FC'R POCKET POOU S12CS VSC CLCSif7 !*PASS DOOR SIZE t CDKIGWAT WHH :O FDAISHED CPCMIN4PLACEiNfTALLAtIQHANOOTi. IN FAON1 OF P= STRIP AS SHOWN RH GLASS TWIEUCSS NAY VARY PER REWDKMENTS Or ASTM CIDDD GLASS CHARTS. St WM UNIT /f APPROVED US" IEHrERED GLASS IN SINGLE GLAZED OR WSULATYHG GLASS 10 l+M! / SILL CORERS ARE TO K HEALED IT. A SMALL JOINT S[Aw fEAL[RMtSHIMASREED. AT CA SET Or INS ALLAT DYH ANCHORS M R. ALLOVAAE SMIM STACK TO K 1" 31 ALL IN£TALLEpK A TS G! MAT K MK G C7MIDSIGN RCrjXCD r CLAPALSIb +MORE 'r RCPRCSCMTS MOvRt PAHEL AND -Cr REMIESS.C. V I- PAMCL APPRGvEDCO<ta Uf`C2W ARC WA LT IST a AMCOR CHART ON S.C. K *Nis SHEET. I c r EXTERIOR ELEVATION 1.1 MOT ALL C,3PIGIRA HCt..S LILTEDSTRIP X ARE PPLTAM DN TMTt MAWI"TTOR .. HD LAPEVCf IK:+tLATI6H ErB_.MHENT SECTIONS •A -A•, •! !' t HEIOK STRIP DETAtL APPLr TO DMSTKLAiIC!'H 6 KL APPROvC D j d CONFtWRAifCNt. 1-i/i' NINE IL FLDRIDA CES -0 S MDD iE ICS SL:DUMC GLASS DOOR IS SHOVN THIS PRINT ALSO U -%S TO U I A 2 PANEL OCgR S"MOWN 2D D SERIES AND !Dt SERIES LIBERALLY APPIT D I REVI DESCRIPTION DATE INI L P I D A EXTRUDERS CAULKING UNDER SILL , INT. INC. Saul: pRD FL,.. OR SET SILL IN ZED !MSTALLATICN ANGER O C_NCSE-E 3/IS 3IA. TAPCON , I TITLE: SLIDING GLASS DOOR SEC I ON A —.A`. tN INSTALLATION WITH =8 SCREWS DRAWN BY: 3-3APPROVED BY: FE 12002 I ATE: ;ca !SCALE: NTj IDWGW :j'6E-1-=27 COHERE,£ OR SNIP.. AS PE'C'D MASCNNR, OPENING SEE TFTES) BY CTr.ERS CAULK BETWEEN ODOR FLaNGE S WOO: CAULK BETWEEN PERINE TER WOOD BUSK L MAS'Y. OPENINGCAULKHTBYOTHERS07MERS STUCCO BY CTr.Z;Z INSTALLATION ANCHOR 48 SCPEv (IYP. WHERE — TAPCDNS ARE NOT REO'DJ RIDING GLASS ODOR FRANC SILL INSTALLATION ANCHOR 3/16• D1A. 1APCCN INSTALLATION ANCHOR RB SCREW O YP. WHERE ONE BY WOOD 7APCONS ARE NOT REO'D.) BUCK BY OTHERS r 1 1/4, MIN. 1 EMBEDMENT SLIDING GLASS DOOR FRAME 1/s' MAX. JAMB D , SHIM SPACE TEMPERED GLASS 7 TP.) PERIMETER CAULK BY OTHERS S.G.D. WIDTH 0—iFi/4• MAX, SHIM SPACE 1 1/4' MIN. EMBCDMENT 1 o ONE BY WOOD 1 RUCK BY 07HERS CAULK D£TWCCN C WOOD BUCK IS MAS'Y. OPENING BY OTHERS SHIN AS REO,D. SCE NOTES) INSTALLATION ANCHOR 3/16' DIA TAPCON Q CAULK BETWEEN DOOR FLANGE 6 WOOD BUCK C CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE DP MASONRY OPENING BY OTHERS INSTALLATION ANCHOR CADLK BETvEEN 3/16' DIA. TAPCON WOOD BUCK S MAS'Y. OPENING BY OTHERS G CAULK BETWEENSLIDINGGLASSDOORHOOKSTRIPS HOOK STRIP d WOOD BUCK I 1-1/4' MIN. EMBEDMENT C I 1 d Br ROOD BUCK H7 OTHERS STUCCO 7 BY OTHERS 41c46'Jugyr 24AMMA B.O.LFPTEMPERED GLASSJSECTIONB44MWACTURERSLIDINGGLASSMDR INTERLOCK MASTER FILE# S HOOK STRIP DETAIL N WON NATERIAL• ALYN/M)n ALLOT 6"1 2) IAPCp. TYK INSTALLA710N AADCRS MUST DC Or SIFFICIEMI LEMTM TO AC aVE nK CKKD C l Or 1-I/4• INTO *^SORT OR CO 'RETE. B) ALTERNATE /APCON INSTALLATION ANCHORS FRONT TO HOCK[ IN ALL IRAKNK4L IAKEN ANCMR CHART ON BACK Or IP1 SKEI. S) KC SILTCOWZED ACRTLK CAULK KND DmI MIrLANGEAT HEAD I AANIS. 6) USE SILICOAZCD ACRYLIC CAULK TOR PERINCTER SEAL AROUND CITERIOR Or DOCK 7) IrEXACTDOORSIZEISNOTLISTEDIMACTORCHART, USE ACTOR OUAN1I1T LISTED WI1N IC17 LARISR SIZE. TOR THE APPROPRIATE DCSWI PRCSS(MC RE" D) roe POCK[7 DOOR SIZES USE CLOSEST MASS DOOR SIZE L CO4'1ORA1101I TO rIN1SNCD OPCHW4 PLACE IAPCpQ. IN row OF I STRI AS SIMVN GL.ASS TMICK/CSS MAYVARY K2 RCOWR£KNTS Of A$TN C)1DD GLASS CHARTS 191 ALL ! ACTOR, APALlE.b MOLES NOT KSK—TES FOR TOM. ANCHOR SHOULD K r1LLED WT. 0 SCREWS Or RfrICIEN7 LENGIM TO PROVIDE NUN S/F EMKOCNT INTO WOOD LUCK. I1) DOOR UNIT IS A"004/ USIK TENPERED GLASS IN SINGLE GLAZED OR INSIAAIING CAAIS. 12) UAMB / SILL CORNERS ARE 10 K SCALED WITH A SHALL LINT SEAN SEALER. T SHin AS REO'D. AT CA, SET Or INSTALLATION ANCHORS MANE ALLCWADLE SKIM SLACK 70 K 1/4•. I.) ALL INSTALLATION AHOIAS RS I KmADC Or CORROSION RES:STAnT NATER)ALS. i5> NCWHERE -X• K RESENTS 10VIA0 PANEL AND V REPRESENTS fIXED PANEL APPROVED CONCIG.RATIOIIS ARE ASLISTEDONANCHORCHARTONDACKOrI'4S LOCI. 161 NOT ALL COWTGRRAIJONS LISTED ABOVE ARE SMWN ON IAS DRavING. -M-ER WSTN-LA710N EXTERIOR ELEVATION SECTIONS 'A_, •1-.1' I HOOK STRIP KTAIL APPLY TO INSTALLAITON K ALL APPROVED 2 PANEL DOOR SHOWN COWIGUR.TIONS Ih INSTALL Cot TAPCON W EACK PAIR Or (ACTOR, APPLIED W.TALLATION HOLES UNLESS MT£D DTKRWISC ON A C11" CMARI. SEE SACX Or TKIS SHEET. ID) rLDRIDA C.MpERSIWOSERICSSLIDINGGLASSDOOtISSMC.. THIS PRINT ALSO APPLIES TO Q A A D ftW SERIES AND SOD SERIES LIBERALLY APPLY J D i REVj DESCRIPTION I DATE INI T EXTRUDERS CAM ING tmDER SILL 1 j} LOP 3 D A INT. INC. SANEOP,D FL OR SE7 S;LL IN BED INSTALLATION ANCHOR r _ DE CONCRETE 3/16• D;A. 7A.PCON TITLE: SLIDING GLASS DOER SECTION A —A I INSTALLATION 'WITH TAPCGNS DP,AWN BY: BB APPP.OVED BY: 7n/X/A; Ter.. r. fMEASLIDING GLASS DOOR FRAME DTEMPERED GLASS ( 7YP.) DOOR HEIGHT t{ D I G c EMBEDMENT a 1-1/ 4' MIN. fC= L TAPCON ANCHOR. CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD L SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 xx, Ox, xO 48 X 80 3 3 3 a 4 4 3 3 4 5068 XX. OX. XO 60 X 80 3 3 3 a 4 q 3 4 4 6068 XX, OX, XO 72 X 80 4 4 4 4 4 4 1 3 4 5 8068 xx, OX. XO 96 x 80 5 5 5 4 a 4 3' 4 5 10068 xx, Ox x0 120 x 80 6 r 7( ) a a 4 3 4 5 15 I8080xx, Ox. XO 96 x 96 5 5 5 5 5 4 X-x. x010 120 x 96 6 A 7 5 5 5 4 6 6eXxOx, XO 60 X 120 3 3 3 6 6 6 5 6 7 60100 xx, OX, x0 72 x 120 a 4 4 6 6 6 6 I 7 8 80100 xx. x x 96 X 120 5 11 A 6 6 7 (DI) 6 8 9 9068 0x0 109 1/8 x 80 5 5 6 a a 4 3 4 5 12068 Ox0 145 1/8 x eD 7 I107 9 (D2) 4 a a 3 4 5 15068 Ox0 191 1/6 x 80 8 O 11 O 4 a a 3 4 5 9060 Ox0 12080 OXO 16T I/ x 96 145 1/8 X 96 7 5 8 (D1iE 6 9 S2>'''=i..YS=Z^Y^` 5 5 S a 4 6 6 6 6 15080 0x0 181 1/8 x 96 8 11 104 5 5 5 4 6 6 90100 Ox0 109 1/8 x 120 5 5 6:.„.ik_ 6-,.- = n8c'.ir cD1> 6 8 10 120100 OXD 145 1/8 x 120 7 6 6 7 (DI) 6 8 10 9068 xxx 106 5/8 X 80 5::..:-.. 4 - a — 4 3 4 5 12068 xxx 142 5/8 x 80 7 7 8 (DI) 4 : 4 4" " 3 4 5 15068 xxx 178 5/8 x 80 8 1 a 4 3 4 5 9080 XXX 106 5/8 x 96 5 5 6 5 5 5 4 6 6 12080 xxx 142 5/8 X 96 7 8 (DI) 9 02) 5 5 5 4 6 6 15080 xxx 178 5/8 X 96 8 11 () 5 5 5 4 6 6 90 5 6 j I2010xxx1425/8 x 120 7 n (T1 6 17 6 8 t0 IOD68 OXXO 119 5/8 X 80 6 6 7 cD1 a 4 4 3 4 5 12068 OXX 143 5/8 X 80 7 7 8 (DI) a 4 4 3 4 5 16068 OXXO 191 5/8 X 80 9 10 (DI) 12 (D3) a 4 4 3 4 5 10080 XXU 115 D/b A 7c b 6 7 (Dll 7 4 6 6 12080 OxXD 143 5/8 x 96 17 a (D1) 9 cD2) 5 5 15 I 4 6 a 6 16080 OXXO 191 5/8 X 96 9 n) 1a (> 5 5 5 a 6 j 6 100t00 OxxO 11 5/ .X 120 6 DI) 10 120100 OXXO 143 5/8 x 120 7 9 (D2) 10 cD3) I 6 6I 7 (D1) 17 I 6 8I 10I160100OXXO915/8 x 120 10 (DI) 13 (D4) 16 (D7) 6 D1) j 6 8 10 10068 xxxx 4 x 6 6 A 4 4 4 1 I16068xxxx1891/4 X 80 9 (D1) 10 (D2> ZDa) q q 3 a 5 100$0 XXxx 111/4 X 6 18 I 12080xxxX1411/4 X 96 7 DI) iS <D2) 5 I 6080xxxx1891/4 x 96 S (DI) 1 ( n) T ( s) I 5 I5 5 4 6 6 100100 xxxx 117 1/A x 120 b 6 7 (DI) 6 I) 6 l0 120!00 XXXX 141 i/4 x 120 7 18 (DI) I !C (D3) 6 6 l 7 (DI) I 6 I 8 I 10 l60100 XXXX i 129 1/4 X 120 i i0 (D2> 13 (n) 15 (D7) 6 I 6 7 (£1) 10 L'Y FE 2 n FC 2, ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE PEO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. - DI- THRU -D7- DESIGNATES IN WHICH SIZE L CONFIGUREATIONS TWO TAPCONS ARE R£ 0' D. 2) 'DI' MEANS, INSTALL TWO TAPCONS IN ONE SET -OF INSTALLATION HOLES. 3) 'D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES 4) 'D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES- 5) 'D4' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) 'D5' MEANS, INSTALL TWO TAPCONS IN FIVE SETS OF INSTALLATION HOLES. 7) 'D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) 'D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD L SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT "TO INTERLOCK OR BUTT STILES IN HEAD L SILL. B: SECONDLY, AT EACH END OF HEAD L SILL NEAP. JAMB CORNER., IF NEE DE D. C: LOCATIONS IN HEAD L SILL OTHER THAN AS LISTED IN A L B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY, AT EACH END OF JAMBS NEAR HEAD L SILL CORNERS. C: LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A L B. r n EXTRUDERS F 1LR1 A INT. INC. SAw"uRD. FL. SLIDING GLASS DOOR. TAPCON GLASS CHART c:xz:?„ pit . B3 '*•. 0!/!L/0= s•.=: ca C9 V 1L s... N.T.S. ;,,c GA- 4 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 1 31 27 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 dl "'Z.,72-or. GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 4417 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 73.000 16.000 3026 3026 3026 3026 3026 24.000 1009 897 897 897 897 30.000 587 478 459 459 459 36.000 384 299 266 266 266 48.000 188 140 112 105 105 60,000 93 67 51 45 43 72.000 52 37 28 23 21 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS, READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPUCA77ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 yy CA020036 JAN. 11, 02 01-1201 MULLION ANCHOR BRACKET WINDOW FRAME SILL TYPJ INSTALLATION ANCHOR TYP.) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET SEE NOTES -12 & #3 D 4 MULLI N DII,ENO. 1447 E _ _ _ _ C PR 6 A B. C°. J',-- MA AC i Ltd R NAME: MULLION 4 _ _ . _ / 1 .._ _ _ DIE NO. 1447 WINDOW-` FRAME HEAD 'DER FILE # 6 TYP.) SECTION B-B DVG NO; GEN-0453 INSTALLATION ANCHOR TYPJ D SUBSTRATE v a 4 v l D v SECTION A -A NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. A 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. A B B 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS. NH RAL ALUMINUM CORP. t ly CARROLLTON, TEXAS TITLE' IZONAL MULLION INSTALLATION DETAIL c M TUBE MULLION, DIE NO. 1447 sEXT ERIRELEVATINnREA'°w'' BB,wavy+ a+TE+3/17/OZ VT/ iSCALE, HALF w+n+---- nvc NaGEN-0453' 6- Pr&RAw QV, PRODUC7 TECWLOGT CORP.. 250 1NTERNA71004AL Pity., HEA7NROW. FLORIDA 32746 PlOaE 407-805-0365 FAX 407-905-0366 A GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM a tq 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 "r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT 6 APPUCAT/ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020040 12-Jan-2002 01-1201 4 J'. N . MAC ri0: J-0450 MULLI( ANCH( BRACK WINDOW FRAME' JAMB TYP.) STALLATION VCHOR YP. ) M U L.L. I VI `1 DIE NO. 1448 8 SELF TAPPING SMS (TYP.) SECTION A— A MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) i v ° SEE NOTES a I ° #2 & #3a ' c n v 7 /9: l SUBSTRATE 1 A SECTION B—B B ANTRAL FLORA B. 0. A. Fa B — MANUFACTURERR Nam' EXTERIOR ELEVATIONi ,ate 4LL, jyj wr _ NOTES: ASTER FILE # 1 } MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N0, 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. nTLE: FIN VERTICAL MULLION INSTALLATION DETA. - EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: ORN: APRvO: ---- DATE: 7 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD ---- JS 3%1:!`- Q FRAMING. WT/FT: ---- SCALE: MATU OWG NO: H ALF - - - - GEC: == MULLION ANCHOR BRACKET I PREPARED By: PRODUCT TCCH14MOGY CORP.. 250 INTERNATIONAL PKWY,. HEATHROW, FLORIDA 32746 PHONE 407-E05-0365 FAX 407-'-:5-C:ji GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 18.000 24.000 30.000 36.000 48.000 53.125 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION II1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-CM I FAX 407 805MM CA020037 JAN.11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Q ?,?/ FIN VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 378 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020038 HEATHROW, FLORIDA 32746 JAN. 11, 02 PHONE 407 805-0365 / FAX 407 805-0366 01-1201 0 .4 MI pADE MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAMER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 BUILDING CODE COMPLIANCE OFFICE ME-rRO-DADE FLAGLER DUILD(NO 140 wi:s,r FLAGLER STREET, SUITE 1603 MIAMI, FLOMDA 33130.156 3 305) 375-2901 FAX (303) 375-2908 CONTIL%CTOR I.ICENSING NF.CTIO\ 305) 375-2527 FAX (305) 375.2555 coN'rIL%CroR ENFORCEMENT DIVISIO.N 305)375-2966 FAN (305)375-2908 PRODUCT CONTROL DIVISION 305) 375-2902 FAX (305) ?72.6339 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S/E Inswing Glazed Double w/sidelites Residential Insulated Steel Door under Chapter S of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if 't is determined by BCCO that this product or material fails to meet the requirements of the South Flor a Building Code. 1 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.17 EXPIRES: 04/02/2006 Raul Icodngucz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE yet PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/05/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office s0450001\pc20001\templates\notice acceptance cover page.dot PRODUCT PERPORMRnce DRTA 'C f1 METRL-RDGE STEEL DOOR In WOOD PRRRIE PRODUCT CERTIPICRTIOII SHEET Valid for the following side -hinged door arrangements (Sheet 1 of 2): GLRZED DOORS - O'B" ADMIRRL HEIGHT Single Door with Sidelite on Hinge side Single Door with Sidelite on Strike side Single Door with 2 Sidelites Double Doors DOOR STYLES -114 GLASS: t7® Elmrii \ 11 U i IU01 100 1190UM U 0 100 Series 133, 135 Series 136 Series 680 Series 822 Series 112 GLASS: 01 ., R171 rM kNMI1101INy. a 001 go go 00 105 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_GUA Entergy+ . Entry Systems oa aaMiYy Ne eNx ar dra Ir w w nl nwp NWa+M Mav aw pqa aaa.woa naW. PRODUCT PeRpoRmRncp. ORTR HURRICANE CODE METRL-EDGE STEEL DOOR III WOOD PRRMB PRODUCT CERTIPICRTIDfi SHEET r 1 Valid for the following side -hinged door arrangements (Sheet 2 of 2): 814 GLRSS: Ll 404 Series 410 Series 450 Series FULL GLRSS: 109 Series 114, 120, 122 Series 152 Series 149 Series 300 Series SIBLITS STMLGS: 0.1 680 Series 129 Series 200 Series 12R,121.23R, 450 Series 152 Series 149 Series 231., 24R, 24L Series uP+S'S" IMPRCT No MULTI_ME_STL_WD—GLZ-2 Entergy- Entrysnte ft I - -, 01"01 a retlwf0 P. era w.m wwm enact rw aoiw tiui aeiw weiwq• .mew naNp. Premdor Entry Systems ACCEPTANCE No.: 01-0314,17 APPROVED JUN O 5 70C1 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 arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South ida Building Code SFBC) in order to properly evaluate the instal on f thin syst Man cl Perez, P.E. Product &nol Examiner Prod ontrol Division 2 J J Premdor Entry Systems ACCEPTANCE No.: 01-0314.17 APPROVED JUN 0 5 2001 EXPIRES April_02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami-Dade'County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code. changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. . d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEP NC cr P.E., Product Co ExaminerManuW Produc'rControl Division A PRODUCT PERPORmnnce ORTH HURRICANE CODE METRL--EDGE STEEL BOOR Ill W000 FRR e PRODUCT CERTIPICRTIon SHEET O1- 4"?>N, m &Ppe-- anwir 4) Valid for the following side -hinged door arrangements (Sheet 1 of 2): GLRZED DOORS - nu RDRIUIRL HEIGHT Single Door with Sidelite Single Door with Sidelite on Hinge side on Strike side DOOR STYLES -114 GLRSS: Single Door with 2 Sidelites Double Doors it ill i," !li it i Ili ill ill r Series 822 Series 112 GLRSS: 00 00 00 00 00 105 Series 106, 160 Series 129 Series 200 Series 12 R/L, 23 R/L, 107 Series 108 Series 304 Series 24 R/L Series J MULTI_ME_STL_W0_GLZ-1 EntergyEntrySystems .. ew - 1 -0 n a Oro"' N, N.0 w4" eowa C r '0CA ® 01,11WAf HURRICANE CODE METRL--EDGE STEEL DOOR in WOOD FRRMG PRODUCT CERTIPICRTIon SHEET - D3144 20 Valid for the following side -hinged door arrangements (Sheet 2 of 2): Sill GLRSS: AME Fq 11r1ll M Series 410 Series 450 Series 51ELITB 5TYLG5: b} rr Ilk ' i' 0 ®; 680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series 23L, 24R, 24L Series DP+ S01 S So" V IMPRCT N G F_muLTi.,ME_STL_WD_GLZ-2 Entergy- ft ca wp P"p M OF4*0 , ,"doom. *so &,w aaaict aw wow M cm pwWW. ao ic. Nq M.IA'MI. MAOE [VIIAMI-DADECOUNTY, FLORIDA METRO - DADS FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Preindor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh , KS 66762 BUILDING CODE CONIPLIANCE OFFICE Mt! I-RO-PADE FLAGLER BUILDING I- t0 WI:S'1' 17[.ACILr-R STRIil3l', SUI'113 16031 MIAMI, FLORIDA 33130-1563 305) 375-29U1 FAX (305) 375-2903 Y) NTRA('rOR LICENSING SF.C-1'IOV 305) 375-2527 I-AX (305) 375-2553 i 1'RAC'r0H RNFURCF.NndN'1' DIN'ISIUv 305) 375-2966 FAN (305) 375.2903 PRODUC I, CONTROL DIVISION 305) 373-2902 FAX (303)172-4339 Your application for Notice of Acceptance (NOA) of: Entergy 6-8'S/E Outswing Glazed Double w/sidelites Residential Insulated Steel Door under Chapter 3 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for duality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.20 EXPIRES: 04/02/2006 Raul I<oangucz Chita' Product Control Division THIS 1S THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE C PRODUCT REVIEW C0iNUNIITTEE 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. d Francisco J. Quintana, R.A. Director Miami - Dade County APPROVED: 06/05/2001 Building Codc Compliance 011ice so45oo01\ 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-EM-0, Sheets 1 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 componcnts described in the active Ieaf 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 copics of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identi ficd in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South orida Building Code SFBC) in order to properly evaluate the install, ion ofthis syste Man I Perez, P.E. Product o trol Examiner Prod control Division 2 Premdor Entry Systems ACCEPTANCE No.: 01-0314.20 APPROVED JUN 0 5 2001 EXPIRES Al2,4102, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I . Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this Office. 5. Any of the following shall also be grounds for removal ofthis Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. . 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP I NCE Nlanuc Pcrcz, 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/ ' NINIMIIM CM NI f@1 PCR AD t SILI f]) R JAI11iL1C0.1 i 3116' P(1 IMC011S 11 1/2' NIN11gp1 CNRCp(NI 148 1/2' MAX 37 1/4' 74• MAX MAX 112' X 2' LONG SrAPLCS K• A. 5' MAX MAXSECNOTE A MAXMISI5' O.C._AO.G. 1 HAO.Cj IS AO.C.__—5MAO.Cl MAX r15' 0 MAX 17 1/4 III OZ. SPACING / r 43 11/16' a MAfY[AXMX.f 17 1/ ' MAA X IB' O. C. TOP OF DOOR afx oaL Ito f O.C. SPACING TO 4 OFLOCK I LE1 KV1K%Cf LOCKSU141101 L K.1 i OA MAALOC LIXKtCi1rot[L Too171/ MAX // 1 O.C. SPACINGfMAX IB' O. C. 1 i O.C. ISPACING j18'IO.CTfl[il j j 1—•+ IS' O. C. IS' O.C. 15' O.C. 15' O.C. 15' O.C. 15, O.C._ NX MA% MAX Md k AX MAXd MAX MAX 37 1/4' MAX vX 4• 4' MAX MA: 15' O.0 15' O.C. MAX MAX C r/ a• c( i Ir nr. NINTt i 22' R 64' MAX. DLO S' az __1_- 15' a MAX MAX 80.11/16' X• MAX K. MAX 5' MAX5' MAX il I'•--1' MAX 4, MAX V2• . 2' IONG SUI+LCS SEE MOT[ 7 ATTACH ASTRAGAL THROW BOLT N8 x I' LONG STRIKE PLATE TO THE HEADER IN ALL REMAINING AND THRESHOLD WITH 910 x 1 3/4' HOLES FLATHEAD SCREWS NOTES: 1.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED 98 x 3/4' LONG FLATHEAD SCREWS PROPERLY TO TRANSFERLOADSTOTHESTRUCTURE, 2.7 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:. SCUTM FL STRUCTURAL WOOD BUCK. 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, LL ANCHORING SCREWS TO BE 010 WITH 0 E_+n B 11L INGCOO, c 6V J PROD, T C NTROL DIVISION BULL CODE COMPLIANCE 0 ICE UM 11/2' EMBEDMENT INTO WOOD SUBSTRATE ACCEPTANCE NO. D1.03 rV.'R 0 ui. J/16' PFH TAPCONS WITH 1 112' MINIMUM EMBEDMENT 1 UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR INTO MASONRY. OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG 4. UNIT MUST BE INSTALLED WITH 'MIAMI-DADE COUNTY TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN APPROVED' SHUTTERS NON - HABITABLE AREAS WHERE THE UNIT AND THE AREA ARE DESIGNED TO 5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT WATER INFILTRATION. AND DOOR, THREE STAPLES PER JAMB INTO THRESHOLD ON SIDELITES AND DOOR. t I DADC c"rr mattirICATIONS lnvao 6. LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE 'IN""UI[SSIUTCD,FRAC ICC N4 RS JAMBS AND SIDELITES. ( xIM10VS MUSS 101CO3 SIQ CD11. 10.2 A ADD GIMCR mm cowiGAATIM 12AIIA1 7. DOOR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE VI c.., , ... . m V. tffalltt CORNERS ARE COPED AND BUTT JOINED. OR IT .. I WE 7-29-97Nw 1. N.T.S. B. DOORSSHALL BE PRE -PAINTED WITH A WATER -BASED EPDXY RUST P MDR N Y YS M 31-1028-EM-0 INHIBITIVE PRIMER PAINTWITHADRYFILMTHICKNESSOF0.8 TO 1.2 MIL. `11 E. t1TOU 9. FRAMES SHALLBEPRE -PAINTED WITH AN ACRYLIC LATEX WATER -BASED/ PHIS TS66I62 SHEET 1 OF 6 WATER -REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. RCVISDA UfIU1 C DESIGN RESSURE RATINU WHERE WATER INFILTRATION REOUIREMCNT IS NEEDED R WHERE VATER INFILTRATION REOUIREMENT IS NOT NEEDED Positiv UeQatiyp T APPRnVFDx i 9/16' EXTERIOR Liu IJW1INU OTHER CONFIGURATIONS MAX MA x MAX MAX GLAZING DETAIL SHERVIN VILLIAMS BSDA 2$ :,•t ., EXTERIOR GRADE LATEX CAULK EXTERIOR XX MAX -1 MAX 112' RMAX3) 112' MAX INTERIOR 112' - co- UD WWI GLASS BITE 9 1/8' TEMPERED GLASS t I BAD[ twrrt NDoalunoNs I APPROVED AS COMPLYING WITH THE B ' ADDED PAGE 5 [ODOR OPTIONS) o-w LDal4 KM mWk 1PK IC NE ADD SCRCVS i0 LITE fRAKi tSOUTMF (1 IpA'IC' "pE Emm. DIUSS an. sit an qL% A ADD DiKR to CDfi(ARAtip6 BunnIreYnDY M PRO TC TROLD FlSIONJ M ENTRY SYSTEMSAS 3I-I028-EM-0 BUILDING CODE COMPLIANCEPII1S OFFICE . m L tliIm 66SHEET 2 OF 6 762 ACCEPTANCENO. 0/-O3!Y•20 1QY6D1IUIIt C 1/4' SHIM MAX r- 3/4' 80 11/16" 23 MAX EXTERIOR 79 5/16' MAX SECTIG'N B-B 2 BY WOOD BUCK 64' MAX DLO 1 1 I / 4 " MATERIALS LIST ITEM NO. DESCRIPTION PART NUMBER COMMENTS 1 WOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EOUIVALENT Q) COMPRESSION WEATHERSTRIP Em-25 LOCKSCREEN BRAND LOXSEAL0 (BRONZE) 3 ALUMINUM ASTRAGAL EM-12 PREMDOR BRAND OR EQUIVALENT- 5/B' ALUMINUM ASTRAGAL ALUMINUM -BUMPER THRESHOLD EM-15 IPREMD13R BRAND OR EOUIVALENT - 1 1/4' x 4 9/16' SQ TOP CHANNEL EM-08 1PREMDOR BRAND - 1 11/16' - 20 GA STEEL STEELK N 26 cA COLT '1104 x TfImss RI "tl I si VON is RI' 0 POLYURETHANE FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 lb5./F#' BOTTOM CHANNEL EM-07 PREMDOR BRAND - l 11/16' - 20 GA STEEL O WOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT 1D STRIKE STILE EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 11 HINGE STILE EM-05 PREMDOR BRAND - 1 11/16' - 20 GA STEEL t2 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 1a WOOD HINGE JAMB FM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 15 110-24 x 1/2' r.H.M.S. 4) SCREVS PER HINGE INTO DOOR l6 k10 X 2' F.H.W.S. SCREVS HR HI JAMB INTOSIDELITE JAMB, B' DOVN ROM MAX 18' D.0 THEREAFTER 10) SCREVS THRO" STRIKE JAMB INTO SIDELITE JAMB, 4' DDVN FROM TO MAX 8' O.C. THEREAFTER 6) SCREVS THROLGH EACH SIDELITE JAMB INTO SIDELITE, 4' DOVN FROM INTERIOR TOP, MAX 15' D.C. THEREAFTER 17 HD Hv/NININW 1 I/ N Ni OR FH 3/16' PFH TAPLI)7S V/NINIIUN i I/2' ENKDNENT REFER TO ELEVATION VIEV, FOR I OF SCREVS USED AND LOCATIONS t8 k10 X 3/4' F.H.V.S. 2) SCREVS PER HINGE INTO JAMB i9 kB x 2' F.H.V.S. 2) SCREVS AT EACH STRIKE PLATE LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 1 k10 X 1 3/4' F.H.V.S. 2) SCREVS PER HINGE INTO JAMB WOOD SIDELITE JAMB EM-16 1 1/4' X 4 9/16' MTL. TO BE PINE OR EOUIVALENT 22' X 6a' SINGLE PANEL GLASS EM-19 TEMPERED GLASS IN POLYPROPYLENE FRAME- DC-1643 - (ODL-i CLEAR TEMPERED GL SIDELITE TRIM (WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT WOOD CASING EM-21 1/8' x 1' MTL. TO BE PINE OR EOUIVALENT - ITEMS ARE MOLDINGS USE FOR ' SIDE BY SIDE JAMBS' AS MULLIONS 1 1/4' VOOD SIDELITE HEAD JAMB EM-22 11 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 1643, ODL-2 HP Polypropylene by DDL k6 X 1 1/2' PAN HEAD SCREWS 18 PER FRAMES[RTO ECORNERXCEED14' THERE AFTER. IN FROM EACH SIDELITE STILES EM-26 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT I I PIN NAIL 3/4' LONG MAIL, 4' IN FROM END, MAX B' DC THERAFTER, USED ON MILLIONS AND TRI DOW SILICONE # 995- LINIIS: tWIESS NOTED, FK DEC AIG B DADE COUNTY MODIFICATIONS In1/01 JD APPROVED AS CO?APLYING `FA T HTHEDSJLITH FI t7 ffIN CODE DR BY ,JJun Uu PODDF eY 911 E. JEFFERSON PRODU c ROL DIVISION PITTSBI1ItG, KS. 6 E6LDIN WE LANCE OFFICE ACCEPTANCENO. ' O' y • Zo I LMJ 31-1028-EM-0 A SHEET 3 OF 6 REVISION LETTER B 2 BY WOOD BUCK 1/4' SHIM MAX 3/4' lJ 79 3/16' INTERIOR I MAX 80 11/16' MAX 2 BY WOOD BUCK SECTION C-C 1 1/4" EXTERIOR PLEASE SEE 'GLAZING DETAIL' DRAWING #31-1028-EM-O SHEET 2 OF 6 1 1/4' DOW SILICONE #995 APF%CVED AS COMPLYING W ME. SOUTH FL( NGC0; DA. E Jlj( EY PR T NTRO DDIVISION BUILDING CODE COLIF 'OFFICE ACCEPTAKE NO.. Of 11 q. 20 W] OTHER DOOR CONFIGURATIONS w 1r »wr w — a• w w rr l OL • ti yaL / ya 7' aG u• a i>waww v yr r. aaL VKlla a Be. I/2• w /pVKa1L '9 wr Y _ac +r of +r ac Ir oc w ..f . .. t w w w w L• w w r w YY w rl x x w•• w r w— •• w a< r o< r 1 1 1 1yr wa1 4011 1) ac. —cm 0 ww i) f? w 6C VK)L Wr wIV cm 1 1 f 1 ri ' uc II Ir at nx w Ott IYw ]waL +rw r s 1 1 1 1 1 1 1 I> I? w aG VKPO Ir 1/rwatV.UKi It VY w at YKYL AWrIrata 1 1 1 1 1 11 ac w IrLp, at LUw Ir a ac w r. w w rw oxx IY at Y aL n• w n• rs I I I 1 avrw aL II.CV! I> Wr ra o at VKVf OL pKi•L vvrw K VIICtKi I 1 1 I 1 mw ww< ate w w L.- . Z. vv nn xn w Y w rK Y L rwT IY C w w IY YY w w 1 I 1 1 1 1 1 ar Wr r. at VK1.6 I> 1/r rf OG VK>i fl Wt+u K VK44 f> +/r wOr.YKYG 1 1 I I I 1 I n.. or n• a oc I!. rw XX w w w w •' ••> ra - n• acwc Ir oc !• o< Ism +rw w 1 1 I vfTw of s.Lr.c Wr r aG VKufi wynt• 0 n yr ra aL VKMG n I/r at V.CVi 1 1 1 1 1 1 1 1 I!• 6G IY at Ir_a Nw w • w w Lrw w w unu lIXIM UtESS Mf 119. FRX DEC NG At=FRrniED AS COMPLYING "114 111E HF yPDAT 6Y I E. PRODI '.-;4TROLDlVlSlott PUTS' BIAL' ME CCIAPL ANIUE Or E ACCEPIr1IdCE No. 41-0 3 iy.2c w X 31-1028—EM-0 SHEET 5 OF 6 REVISI(DI LETT[R ETHER GL36AZED DOOR PANEUSIDELITE STYLES W/SURFACE APPLIED MUNT.INS i rMAx 79 rP 00 00 I 0,asMo00000009uo00000000000000 . o, 005 ..6 .o„ Odt LU1i11 ' e// 111 ; IU, 111 i11 r D o ePD-23 .,PD-25 •I gal DDD ADD D9D 0 D0 n n 110 101 130 D 0 PD-35 PD-36 PD-37 PD-38 PD-39 PO-40 PD-41 PD-42 PD-43 PD-43A PD-43B 36" 0) MAX 79 4/16- , M X SL-10 SL-20 SL-30 SL-60 SL-50 SL-509 SL-69A SL-69B SL-69C SL-25 SL-55 SL-30D SL-40 SL-90A SL-90B SL-90C SL-308 SL-30C SL-70 SL-80 AP?ROVED AS COMPLYING W17HTHE NO W)(,. PREMDOR D R EIPT 10NS DATE H , UI,ING CO' E Bpi MA . SCAIb eY PREfi DQR ENVY SYSTEMS 31-1028-EM- PROD' T 'Tr DlwswN 911 E IET£ERtDi SHEET 6 0 6 e nLD:NGCOOSCOriPLtat;CEOFFICE PffTS1RRG, KS 66762 Tx: CENo r-o3 4.2o REVISION LEiIER TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z1614B Address 1 VENETIAN BAY Address 2 LOT 49 Jurisdiction: CITY OF SANFORD 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 DMSION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299-1522 FAIL 407-2999153 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 Date: 24Jun- 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 Engineers Ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Comer Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: R3 R4A R5 R5 R7 R9 R9 R10 R19 R21 R22 R23 R24 R25 R30 i R31 R32 V1 V2 H1 H3 H3A E1 E4 C1 C2 C3 27 Plus Standard Details Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 41 - 1 Placement plan provided as an installation guide only. This placement plan shows the designation and relative location of each truss m? en and is to be used inconjunction with the oonesponding truss designs. The T. Engineer's responsibility relative to this sbucbue consists solely d the design of the individual trusses, truss -toWss connections and does not include the design of any supporting structural eleme The building design professional has final approval d the truss framing and/or buss Ph' - plan. The dellgn of the temporary and permanent bracing, the diaphragm system, shearwalls and stnTdurafelements to resist lateral loads from wind and/or seismic activity istheresponsibilityofthebuildingdesignprofessional. Additional allproval by the buildingdesignprdessionalshallinclude, but not be limited to, design loading, lengths, profiles, pdches and depths. 60 4 3/16' TRTff Es VV r/ RA5ED rgt58DAGCrONet," A V2' ON FRAAE WALLS WYTH LAMDER GD, ROOF 7U55 DIVI510N 2722 SOUTH APOPKA f9LVD. APOPKA, FL. 32703 407) 2qq - 1522 FAX (407) 2qq - cII53 Enginecrrng Gertificate of Authorization * g218 NOTES : I) IT F, TFE NIVOMRESFQfiMLffY TOVERFYTOfhn.ACfAENT PLAN W TRU55 M'IW ORAWW ASME>T FED COMITDAF? AM OE5RN NTENT. SECTION (A.21 AN'A/MHRRS) AMOVED NICE rem --- IAE#V ---------- PATE ---------- 2) ----------____ iR1fY£S Mf T NOT Of CUT CR ALT&WNANYWAYMTHCUTFRIORAIJTNORIZATpN DY SMYTH T= COWANY. 3) Tft fX5 THAT ARE CUT OR ALTEREDMTHMAIT1MZATIONWLLDEREFAM CR REPLACED AT CUSTOAETC5 E77Efj5E 4) DA(KCHARCfS OF ANY KW WLL NOT DECON9DERFDMR -OUT FRIOR REVEW AND VOTTIN C044NT DY 5M'TH TAff> COWANYDETAILS: 1) K6fR TO HD 9 QECQA.frDA- FOR MAIM M, NSTALLATDN' AM TRfOKARY DRWW CUVZ TO &"485:E0 MAN05 FOR rUNW4 iT DRACMGREOIIM ALL Tft6 J 04UX G TRIfY5e5 VfM VAIAtY FKA" AD5T DE GOI#IETH.Y DECKeD OR ROW TO v4A.EY TMf! PETALS FOR ALTDNA.TE DKA" REa40.ENT5 3) ALL VALLEYS TO DtC&O^TIONAI.Y FRA.ED DY DIAA9: 4) NTMOK LOAD DEAQ46 WALLS NOTED OiF:MSE -KF216 OK LW V#M 5A& TWU LN.E'fs0- HUS26 OR 7r1D26 0- HHU 262 OR TM262 m- HHUM0.2 OR THD28-2 0- HHUS48 OR THDIS 0- HOUS262 OR THDH26-2 0- HGUS28-2 OR THDH28.2 0- HGUS28.3 OR THDH26-3 0- SU R2210 OR SIMOUR 0- HGUS48 OR THDH48 0- THA422 OR MSH422 THAC422 OR MSM221F 10- H1C410 OR HD4101F C9 . THJA26 OR H.IC26 NJ LcAviYu - n) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. It 4 - 0::j 5X4= 10-0-0 ini3 v"u rntrAKcu rivri wnr Litn rnrui LLURU3 N u1MtN31U113) 3uDP1111tU Di iMu33 nrM. 120 MPH WIND, 10.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 19-7-0 Over 2 Supports R=816 U=290 W=8" R=714 U=205 W=8" 0-6-11 1 7F + 8-0-0 PLT TYP. Wave TPI 95 R Design Crit: TPI(STD) 6.10 QTY:5 FL 1 R Scale=.3125" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE 1N FABRICATION. HANDLING. SHIPPING. INSTALLING AND', BRACING. REFER TO H16 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONO'110 DR .. SUITE 200' NADI SON, WI 53714). 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 CE]LING, a . ••+.ti1• fi%V T C T C L L D L 20.0 7.0 P S F CPSFF R E F R 3 5 2-- 1 6 9 8 0 SMYTH LUMBER CO. DATE 0 6 / 2 5 / 03 DRW SLTUSR352ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLVD. ALPOPKA,FL 32703 407.299-1 522 IMPORTANT*" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, IMC. SMALL NOT BE RESPONSIBLE FOR AM DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONEORMANGE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALL ING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OESIGN SPECIFICATION PMADISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) D. TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO tGsNo.4Z704 i1 7f r! STATE OF OB10 BC BC TOT DL LL L D. 10.0 0.0 37.0 PSF PSF P S F SLT ENG WMR S E QN- 14758FAX: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R FAC . 1.25 FROM SBPROFESSIONALENGINEERINGDRAWINGS160A-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 CERTTFicATEOFAUTHORRAT10N#9218 COMPONENTT1FOR ANYSECTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 25 ' SPACING 24.0" JREf - 1S3X352_Z09 I H I J UWU YKt YAKtV IKVM l.VMYUItK InFUI (LUAU) 5 VIMt NJIURJ) -,U*MIIItU 57 IKUJJ MrK. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) l6d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6= 5X6= L1b1419 - K4A) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B2 2x6 SP SS: WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 5X6= 3X6= 5X6 2 X 4 6 r 2X4 9-4-0 3X6 = 3X6(A1) 1 4 1 1 6 8 0 1 1-4-0. 7-0-0 ,L_ 21-0-0 7-0-0 35-0-0 Over 3 Supports J R=1135 U=349 W=8" R=2969 U=836 W=8" R-1278 U=389 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 1875" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR- SUITE 200, MADISON, NI 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. K fp a SIA i V T C L L T C D L 20.0 7. 0 PSF P S F R E F R 35 2-- 1 6 9 8 1 SMYTH Lumsm CO. DATE 06/ 2 5/ 0 3 DR W SLTUSR352ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299.1522 FAX 407-29991 53 IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED RODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BU 1LD 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 GA40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLf,4SS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 4•1% ; STATE (IF 1t B C D L BC LL TOT.LD. 1 0.0 37.0 O P S F PSF PSF SLT ENG /WMR SEON- 11392 OUR . F AC . 1.2 5 FROM S BPDYRomsmQNALENGmmGDRAWINGS160 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 4011 SPACING SEE ABOVE JREF- 1S3X352_Z09 CERTIFICATE OFAUT1fORIIIOATN#9218. COMPONENTiFOR ANYE ON PARTICULAR BUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER I ANSI/ TPI Jun 25 Llbl4b - Kb) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 3X6(A1) 5X6= 5X6= IH15 UWG PREPARED FKM CUMPViER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2.5X4 = 5X6= 2 X 4 2X4 6 r— 6 9-4-0 rYR— rYr= CY[2= 3X6 (A1) 1-4-0 1-4-0rrt L 9-0-0 I 17-0-0 I 9-0-0 I f 35-0-0 Over 2 Supports R=1376 U=439 W=8" R=1376 U=439 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R Scale 1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INST]TUTE. 583 D'ONOFRIO DR., SUITE 200, MADI SON. WI 53719)I FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOT7DM 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, SHIPPI XG, ]HST ALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) D. TPI. ALPINE GR40 GALE. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOCONNECTORSAREMADEOF20GA UNLESS OA653THERWISEEACHFACEOFTRUSS. AND UNLESS OiHERNISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER p"W11*>'', /j YG:"- "i*.!. , jj No 42704 jSTATEOF 4 RIOp' T C T C B C pBC T 0T. L L D L D L LL L D. 20.0 7.0 10.0 0.0 37.0 PSF PSF P S F PSF PSF R E F R 3 5 2-- 1 6 98 2 SMYTH LUMBER CO. ROOF TRUSS DEvESNJN 2722 SOUTH APOPKA BLW. APOPKA. FL 32703 40407-29 -91FAX: 407-299.91 53 DATE 0 6 / 2 5 / 03 D R W SLTUSR352 SLT-ENG /WMR S E Q N- 11343 D U R F AC . 1.25 FROM SBPROFESSIONALENGINEERING DRAWINGS 16D 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 AUTFIORQATION#9218 ANSI/TPNI1FOR AllSECT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun25 '03 SPACING 24.0" JREF- 1S3X352 Z09 kL101'413 - K0f TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 3X6(A1) 1-4-0 h 5X6=— 2X4III 1 n13 U"U rnErnrtEU rrtvri UVMrUIER 11—IJI LLUhw a U1 r¢Ur1 VIVO) aUUril i IEU of IRUaa urn. 120 MPH WIND, 12.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X6= 2X4%\ 2X P! O 9-4-0 5X6= 3X8= 5X6- 3X6(A1) 1-4-0 H i< 35-0-0 Over 2 Supports J R=1376 U=436 W=8" R=1376 U=436 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:2 IFL 1 R - Scale =.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND Q_ Tl. L L 20.0 P S F R L F R 35 2-- 1 6 9 8 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE •Ia' INSTITUTE, THESE D'ONOFRIO OR.. SUITE 200, MAOISON, W1 TOP C), FOR SAFETY PRACTICES PRIOR TO (• ./k T C D L 7.0 PSF DATE 0 6 / 2 5 / 0 3PERFORMINGTHESEfUNCT10NS. UNLESS OTHERWISE IMDICA7ED, TOP CXORO SHALL HAVE PROPERLY ATTACHED '-•,•"' i' SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.t i IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE IASTALLA710M CONTRACTOR. ALPINE ENGINEERED t ND.4270 BC D L 10.0 PSF D R W SLTUSR352ROOFTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 771[[ 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND tt MNRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Z BC L L 0. 0 P S F S L T- E NG WMRAPOPKA, FL 32703 STATE OF J / SPECIFICATION PUBLISHED BY THE AMER ICAM FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ` 407-299.1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO FAx: 407-29991 53 EACH FACE OF TRUSS, AND UNL EQRya TOT. L D . 37.0 PSF S E O N - 11399 SS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELYTFOR STHE TRUSSLONI COMPONENT DESIGNDRAWINGT ESSHOWNCEPTANCETHE SUITABILITYONALAND USE ENGINEERINGE THIS It. D U R . F AC . 1.25 FROM S B CERTIFICATE of AUTHORVATK)N#9218 ANSI/TPI COMPONENT 1FOR ANSECTRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 25 SPACING 24.0" JREF- 1S3X352_Z09 LIb14b - K/) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 I M1) UWU YKt YAKtU Y*UM...(,UMYtatK INYUI (LUAU) 5 U1 Mt N)1VN)) )U15MIIItI) CT IKU)) MIK. 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 3X6(A1) DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X6= 2.5X4 = 5X6= 5X6 5 X 6 6 6 9-4-0 2YA III vsz= ova— 2YA III 3X6 (Al) 1-4-0 1-4-0 L. 13-0-0 _I_ 9-0-0 _I_ 13-0-0 _I L 35-0-0 Over 2 Supports R=1376 U=434 W=8* R=1376 U=434 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:2 FL 1 R Scale=.1875" Ft. WARNING*` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, NAXDLING, SHIPPING, INSTALLING AND tl T C L L 20.0 P S F R E F R 3 5 2-- 1 6 984BRACING. REFER TO H18.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE NX. INSTITUTE. 583 D'ONQFR IO DR., SUl7E 200. MADI SON. 41 53719). FOR SAFETY PRACTICES PRIOR TO .•"'•"••. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHEDTIF TIC D L 7.0 P S F DATE 0 6/ 2 5/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY A77ACHED RIGID CEILING. pIMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED = 42704 . BC DL 10.0 PSF DRW SLTUSR352ROOFTRUSSlhmioNPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO j 2722 SOQL'H APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND APOPKA,FL 32703 BRACING OF TRUSSES- IN DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN OF BC LL 0.0 PSF SLT-ENG /WMR 407-299.1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ,I:+ • TOT.LD. 37.0 PSF SEQN- 11346CONNECTORSAREMADEOF ?OGA UNLESS OA653THERWISE GR 40 CATS STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO g 0Ri01C . FAIC 407-2999153 EACH FACE OF TRUSS, AND UNIT SS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F AC . 1.25 FROM S BPROFESSIONALENGINEERING: RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TH15 CERTIFICATE OF ALTTHORRATION#9218 COMPONENT lFOOR ANSEPARTICULAR 8UILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 25 SPACING 24.0" JREF- 1S3X352_Z09 L1b1415 - K23) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6(Al) 5X6= 5X6= IHIS 0146 PREPARED FRUM COMPUTER 1NPU1 (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 13.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X6 5 X 6 6 r 6 A) (A) 9-4-0 2X4 AI 5Xi0= 5X6— 9Yd III 3X6 (Al) 1-4-0 1-4-0t-y- ti L_ 15-0-0 _1_ 5-0-0 _1_ 15-0-0 I LQ 35-0-0 Over 2 Supports J R=1376 U=432 W=8" R-1376 U=432 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 womma, QTY:Z FL 1 R Scale 1875" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND 8RACIMG. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 2D0, MA1) - N1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fUNCT10N5. 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 B£ 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 SPECIFIC ATI OM PUBLISHED BY THE AMERLCAN FORESTAND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 24GA ASTM A653 GR40 GALGALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO j.`; t N0.4Zi(M A.S 771N` STATE OP t S'QQ T C L L T C O L BC DL 8 C L L TOT. L D 20.0 7.0 10.0 0 . 0 37.0 P S F PSF PSF PSF PSF R E F R 3 5 2-- 1 6 9 8 5 SMIPTH LUMBER CO. ROOFTRl154D11/IS10N 2722 Soum APOPKA BLvD. APOPKA,FL 32703 407.299-/522 DATE 06 / 2 5 0 3 ORW SLTUSR352 S L T - E N G WMR SE QN - 11351FAX: 407-2999153 PROFESSIONAL ENGINEERING EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-L THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISA OUR. F AC . 1.2 5 FROM S B CERTIFICATE OFAUIHOR¢ATION#9218 COMPONENT SFOOR ANYNSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 25 is SPACING 24.0" JREF- iS3X352_Z09 Llbl4b - Ky) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6 (A1) 5X6= 5X6= I1-115 UWb PKLPAKtU E11'UM.COMPIjkH INPUI (LUAUS 5 U1MM>1UNS) SUBM111EU BY IKUSS MEK.. 120 MPH WIND, 13.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2.5X4 5 2.5X4 6 r- 5X6 0 6 5 X 6 A) (A) 9-4-0 5X6= 5X10 = 5X6- 3X6 (A1) 1-4-0 1-4-0rtty 1-017-0-0 _1* 0_ I_ 17-0-0 _1 fE 35-0-0 Over 2 Supports R=1376 U=429 W=8" R=1376 U=429 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R Scale 1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5S3 D'ONOFRIO DR., SUITE 200, MAGI SON, W1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICA7E0. 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 FASP ICATIMG. HANOL IMG, SHIPPIMG. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNSTATESPECIFICATIONPUBLISHEDBYTHEAMERECANFORESTANDPAPERASSOCIATION) AND TIP[. ALPINE CONNECTORS ARE MADE OF 20GA ASTN GALE. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO NMM. r•""'••. s AiZ%04 i j 1 1 OF S T C T C BC BC T 0 T. L L D L DL LL L D. 20.0 7.0 10.0 0.0 37.0 PSF P S F PSF PSF PSF R E F R 3 5 2 - - 1 6 9 86 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 40407-2 DATECDAL 0 6/ 2 5/ 0 3 DRW SLTUSR352 SLT-ENG WMR SE O N- 113541FAX: 407-29991 53 OA653THERWISEEACHFACEOfTRUSS, AND UNLESS OTNERWI SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERSEL D U R F AC . 1.25 FROM S BPROFESSIONALENGINEERINGRESPOMSIBILITYSOLELYNCEOFPROFESSINALENGNERINGTFORSTHETTRUSSICOMPONENTDESIGN? SHOWN. THE SUITABILITYOAND USE IOf E THIS CERTIFICATEOF AUTHORIZATION#9218 COMPONENT1FOOR ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 25 SPACING 24.0" JREF- 1S3X352_Z09 Z1614B - RIO) 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. 3X6 (Al) 1-4 0 H 5X6= 120 MPH WIND, 13.69 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 2.5X4 0 2.5X4 6 6 5 X 6 % 5 X 6 A) (A) 9-4-0 5X6 = 5X8= 5X6= 17-6- 7-6-0 3X6 (Al) 1-4-0 H 35-0-0 Over 2 Supports R=1376 U-429 W=8' R=1376 U-429 W=8' PLT TYP. Wave TPI 95 R Design Crt: TPI STD FLBC 6.10 QTY:8 FL 1 R Scale 1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H1B-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE NM T C L L 2 0.0 P S F R E F R 3 5 2-- 1 6 9 8 7 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. p' Z4 ( T C D L 7.0 PSF SmYTH LUMBER CO. DATE 0 6 / 2 5 0 3 DRW SLTUSR352ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 407-29.17 522 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 SPECIFICATION PUBLISHED BY THE ANER53 G FOREST AND PAPER ASSOCIATION) NO AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS t0 N0.4Z%O4 ; aF' QR'Q BC BC T O T DL LL L D 10.0 0.0 37.0 PSF PSF PSF SLT-ENG WMR S E ON - 11357FA%: 407-2999t53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER v*....•++ D UR F AC . 1.25 FROM CJ BPROFESSIONALENGENF-ERENG 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 CERTffTCATE OF AI/THOR2ATION#9218 COMPONENTORANY 5ECTLOPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 25 SPACING 24.0" LIREF- 1S3X352_ZO9 L1b14b - K19) INLJ UWb NKLFAKtU f)JYM -UMFL61 tK 1NFU 1 (LUAU) 6 UIMtNJIUNJ) JUb MIIItU 1ST IKUJD MtK. TOP CHORD 2x4 SP #2 :T2 2x4 SP #1 Dense: 120 MPH WIND, 10.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X4= DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2. 5X4= 3X8= 6f T T 2- 4-3 91- 0 2. 5X4 = 6X8= rk 2X4 lu 2.5X4(A1) 4 0 16- 0-0 IF 20-0-0 Over 2 Supports J R= 836 U=294 W=8" R=725 U=220 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 3125" Ft. WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HI9-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 2 0. 0 PSF R E F R 3 5 2-- 1 6 9 88 INSTITUTE 683 D OMOFRIO DR., SUITE 2DO, MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMINGTHESEFUMCT10M5UNLESSOTHERWISEINDICATEDTOPCHORDSHALLHAVEPROPERLYATTACHEDrt{FI w STRUCTURAL PANELS BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. T C D L 7.0 PSF SMYTH LUMBER CO. DATE 0 6 / 2 5 / 0 3 DRW SLTUSR352 ROOFTRUSSDIVISION2722 SOUTH APOPKA OLvD. APOPKA. FL 32703 407- 299.1522 PRODUCTSNIMC. SHALLDESIGN;FORDESIGN ANOYTDEVIATIONLFROMNTHISTDESIGN; AANYFAILURE ENGINEERED BUILD THE TRUSSES I CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN CONNECTORS OM PUBLISHED OF BY THE AMERI3AN FOREST AND PALER ASSOCIATION) AND TPI. ALPINE CONNECTORARE MADE OF 20GA ASTN GALE. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO N0.42704 'y TATF 1= r ORtO BC BC TOT.LD. DL LL 10.0 0. 0 37.0 PSF PSF PSF SLT- ENG / WMR SEON- 14703 FAX: 407- 2999153 OA653THERWISEEACHFACEOFTRUSSANDUNLESSOiHERWISELOCATEDONTHISDESIGN. POSITION CONNECTORS PER SE L D URF A C . 1 2 5 FROM C J B PROFESSIONAL ENGINEERINGDRAWINGS 160AI THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPON SIBIU TY SOLELY FORTHE TRUSS COMPONENT DESIGN SHOWN.. THE SUITABILITY AND USE OF THIS A CERTIFICATE OF AUTHORZ1T10N#9218 COMPONENT TlFOR ANY NSE PARTICULARBUILDING ISTHE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 25 SPACING 24. D" JREF - 1 S3X352_Z09 Z1614B - R21) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4(A1) 120 MPH WIND, 10.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 5X4= 2 X 4 2 X 4 % 6 r 1 6 8-0-0 FXf,_ 2X4(A1) a o_j 1-4-0j L 10-0-0 _I 10-0-0 i Le 20-0-0 Over 2 Support R=821 U=285 W=8• R=821 U=285 W=8' PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale s.3125" Ft. WARNING'" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, 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 PR DOUCTS, IMC. 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 TALPINE CONNECTORSSPECIFICATION TPI, ASTMMA653AGR40FOREST AREPUBLISHED 20GATHEGALYANDSTEEL. EXCEPTASSOCIATION) NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERU 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' Q if•'P-` t 4Z7 2 STATE OF 1 R dt : T C T C B C BC TOT L L D L D L LL L D. 2 0. 0 7. 0 10.0 0.0 37.0 PSF PSF PSF PSF PSF R E F R 3 5 Z - - 1 6 989 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOLTR4 APOPKA BLvD. APOPKA. FL 32703 407- 299.1 522 FAX: 407-29"153 PROFESSIONAL ENGINEERING DATE t1 06 2 5 03 D R WSLTUSR352 SLT-ENG WMR S E Q N- 14713 D UR F AC . 1.25 FROM S B CERTIFICATE OF AUTNOR¢ATION# 9218 COMPONENT 1 FOR R9ANY PARTICULAR BUILDING ISTHE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 25 '03 SPACING 24 Q" JREF- 1S3X352 Z09 Z1614B - R22) THIS DWG PREPARED FROM COMPUJER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC 5X4= 5X4= 120 MPH WIND, 10.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6 1 6 8-0-0 5X4= 2X4(A1) = 2X4(A1) 4-0 1-4-1 L, 9-0-0 _I 2-0-0 I 9-0-0 I I 20-0-0 Over 2 Supports J R=821 U=282 W=8" R=821 U=282 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:1 FL 1 R Scale 3125" ft. WARNING** TRUSSES IEOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5113 D'ONOFRIO DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHEDG 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 i'.,+t t f W642% : T C T C BC L L D L DL 20. 7.0 1D.O 0 P S F P S F PSF R E F R 3 5 2-- 1 6 99 0 SMYTH LUMBER CO. ROOF TRUSSDIVISION DATE 06 / 2 5 / 0 3 DRW SLTUSR352 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 8RACING 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 AS TM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF m 440 IOFt y + BC TOT.LD. LL 0.0 37.0 PSF PSF SLT-ENG WMR SEQN- 14794 D U R F A C . 1.25 FROM S BPROFESSIONALENGINEERING DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 7! CERTIFICATE OF AUTHORRATION#9218 COMPONENTFOR ANS£ CT10ICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 25 'o SPACING 24.0" JREf - 1S3X352 Z09 kt101413 - ISL3) TOP CHORD 2x4 SP #2 :T2 2x4 SP SS Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. inia vwu me—mcu rnvri vr;r Ln iarvi LwRw a uiriuia iuna) avDru IIcu DI I-- nrn. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.—I.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 21.46 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 21.46 TC 315 LB Conc. Load at 7.06, 12.94 TC 163 LB Conc. Load at 9.06, 10.94 BC 459 LB Conc. Load at 7.00, 13.00 BC 73 LB Conc. Load at 9.06, 10.94 4X6= 4X8= T2 6 f— l6 8-0-0 5X4 2X4 III 3X8(B1) = 3X8(B1) _ a oj I_ 7-0-0 _I_ 6-0-0 _I_ 7-0-0 J 20-0-0 Over 2 Supports J R=1830 U=923 W=8" R=1830 U=923 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 3125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 0 NOFRIO DR.. SUITE 200. MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING 7HESC FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M V } i/ T C L L T C D L 20.0 7.0 P S F CPJ F R E F R3 5 2-- 1 6 9 9 1 SMYTH LUMBER CO. DATE 06 / 2 5 0 3 DR W SLTUSR352ROOFTRUSSDIMIONIMPORTANT** FURNISN 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 1 _ 66 42704 : BC D L 10.0 PSF 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299-1522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE ICA710N PUBLISHED BY THE AMER (CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STAVE OF BC LL TOT.LD. 0.0 37.0 PSF PSF SLT-ENG /WMR SEON- 11437 X: FA407-2999153 EACH FACE OF TRUSS. AND UNLL'SS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 0 D U R . F AC . 1.25 FROM SB PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATEOFAUTHORIIATIONA9218. COMPONENTANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER TIFORASECTIONU Jun 25 *03 SPACING 24.0" JREF- 1S3X352_Z09 L1014O - KL4) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Lt Wedge 2x6 SP #2: 1 HIP SUPPORTS 2-11-15 JACKS WITH NO WEBS. 5X4= 5X4= ZA4 (A L<1-4-0-.Q 0-t1 L<i-4-0>1 L- 2-11-15 _I_1-8-1_I_ 3-0-0 L7-8-0 Over 2 Supports R=486 U=268 W=3.5" R=359 U=199 W=3.5" I HIJ UNb FKtVAKtU ta(UPT LUMPIWtK INVU1 (LUAU) 5 Ui PItRJI UMJJ JUbMII ItU III IKUJJ PRK. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 12-0-0 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale WARNING * TRUSSES REO0IRE EXTREME CARE IN FABRICATION HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY 7PI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MAD SON, MI 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. 1 V(L T C L T C D L L 20.0 7.0 P S F PSF R E F R 3 5 2-- 1 69 9 2 SMYTH LUMBER CO. DATE 0 6 / 2 5 0 3 DRW SLTUSR352RooFTRussD1Y1s1om 2722 SourH APOPKA BLvD. APOPKA. FL 32703 407-299.1522 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 SPECFICATION PUBLISHED BY THE AMER ICANFOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 44TO4 i STATE OF BC DL BC L TOT. L LD. 1D. 0. 0 37. 0 D PSF PSF PSF S L T - E N G / WM R SEON- 14760 FAX407-299.91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R'p OUR . F A C . 1.25 1 FROMS B PROFESSIONALENGINEERINGRESPOM$181LDRAWIGSOITY SOLEL YTEA FORSTHETTRUSSI COMPONENT DESIGNDRAWINGT NCE SHOWN. ES ATHE SUITABILITYONAL ANDUSE ENGINEERINGETHIS aRL CERTIFICATE OF AUDIORRATION#92 IS COMPONENTAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER T1FOORASECTIONPARTICULJun 25 SPACING SEE ABOVE JREF- 1S3X352_Z09 L1bl4b - KZ5 THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Lt Wedge 2x6 SP #2: 5X4= 120 MPH WIND, 12.94 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. fi j 6 12-0-0 2 X 4 III 2MA1) = 2WA ) 3 X 10 III Lc1-4-O>J,—'-D.!J Lci-4-O>J L 3-10-0 _I_ 3-10-0 _I 7-8-0 Over 2 Supports_ R=418 U=290 W=3.5" R=312 U=193 W=3.5" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:3 FL 1 R Scale 375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIN-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fUNCT10NS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE 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, SNIPPING, 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 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER y' 4/1/ 7f 42704 S STATE 4F S t * I "'+y,(3t T C T C B C BC TOT. L L D L D L LL LD. 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF PSF PSF R E F R 3 5 2-- 1 6 9 9 3 SMYTH LUMBER CO. RmF'rwss D1Y15fON 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 4072931522 FAX: 407-2999153 DATE 0 6 / 2 5 03 DRW SLTUSR352 SLT-ENG /WMR SEQ f 13401 D U R f AC . 1.2 5 FROM S BPROFESSIONALENGINEERING 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 CERIIFICATEOFAUTHORIZATION#9218, CA4NS;ONPNT1FOR ANSECPARTTIONCULAN BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER JUR 25 03 SPACING 24.Q" JREF 1S3X352 Z09 Z1614B - R30) THIS DWG PREPARED FROM COMPUJER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2 2x4 SP #1 Dense: 4 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 4X8= rIAMIRII 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 6X8= 2 X 4 III 2 X 4 III 5X8= 6-8 2 X 4 III 3X6= i< 27-6-8 Over 2 Supports R=1114 U=367 W=8" R=1005 U=297 T 2-10-3 91-0 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 25" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRA(,ING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATf T C L L 20.0 P S F R E F R 3 5 2-- 1 6 9 94 INSTITUTE. 583 D'ONOfR10 DR., SUITE 2DO, MAD110N. WI 53719). FOP. SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED RIGID CEILING. NELFURN105HOA HDESIGNPTOPTHEYINSTALLATTION T C D L 7.0 PSF SMYTH LUMBER CO. DATE 0 6 / 2 5 / 03 DRW SLTUSR352ROOFTRUSSDMS10N 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407-299 1 522 ATTACHEDIMPORTANT**UCTURAL COPYDOFHTHISALL CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH 7PI: DR 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 GALY, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO. i No642704 ' 1 = A STATE OF ADR'4 BC BC TOT DL LL L D 10.0 0.0 3 7.0 PSF PSF P S F SLT-ENG WMR S E O N 13365FAX407-2999153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DI)R F AC • 1.25 FROM S BPROFESSIONALENGINEERING DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGl RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SIGN SHOWN. THE SUITABILITY AND USE OF THIS Af CERTIFICATE OFALITHORQATION#9218 OMP NENT1FOR ANYCOMPONENT SE PAPARTICULAR BUILDING 15 THE RESPONSIOIL ITY OF THE BUILDING DESIGNER, PER Jun 25 SPACING 24.0" JREF- 1S3X352_Z09 11bl415 - K.51 I H I J UWU NKtF'AKtU IKUM LUMF'U ItK INFU I {LUAU) & UIMtNJI UNJ) -,UbMII ItU bT IKUJJ Mt K. TOP CHORD 2x4 SP #2 :T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 :B3 2x6 SP #2: WEBS 2x4 SP #3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 5X8 = 5X10 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 36.46 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 35.00 BC From 4 PLF at 35.00 to 4 PLF at 36.46 BC 942 LB Conc. Load at 27.60 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2. 5X4 = 5X8= 2X42 X 4 T3 66 9-4- 0 2 5X4 _ 5X6= 2 5X4 = 7X8= ;B;3 3X63X6 ( Al) _ 3X IO (B3) 1-4- 0 1-4-0 Lr 7- 0-0 __l_ 21-0-0 -A— 7-0-0 J 35-0- 0 Over 2 Supports R=1571 U=516 W=8" R=2124 U=788 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD fLBC 6.10 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 PLATES INSTITUTE. 5B3 O'ONOFRIO OR.. SUITE 200, MA)ISON, WI 13111), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICAIED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. MIR *'ti r .i 427 T C TC L L D L 20.0 7.0 PSF PSF R E F R 3 5 2-- 1 6 9 9 5 SMYTH LUMBER Co. DATE 0 6 / 2 5 0 3 DRW SLTUSR352 ROOF TRussDfmiom2722Soum APOPKA BLvD. APOPKA,FL 32703 407-299- 1522 IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, IMC. SMALL 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 SPEC IfICATIOH PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINES CONNECTORS ARE MADE OF 20GA ASTN A653 GR40 GALY. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO 1 Slll S 7C i 1 STATE OF . All OR 4 BC B C TOT.LD. DL L L 10.0 0.0 37.0 PSF P S F PSF S L T- E N G WM R SEQN- 13399 FAx: 4W-2999153 EACH FACE OF TRUTSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER t D UR F A C . 1.25 FROM S B PROFESSIONAL ENGINEERINGDRAWINGS160Az. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFM,ATE OF AMDRIZATION#9218 COMPONENTANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER T1FOR ASECTIONJun25 '03 SPACING 24.0" JREF- 1S3X352_Z09 L1O14D K3L) TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP #2 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 7.00 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.00 BC 1006 LB Conc. Load at 5.00 2X4 III 2.5X4 6f- 3-10-3 0 3X6 III 2.5X4 2X4 (Al) Li-4-0-,1 I7-0-0 Over 2 Supports > R=663 U=327 W=8" R=942 U=464 IIYIJ UMb FKtrAKtU YMR11N LVMYUWtK IINFUI (LUAU) 5 U1Mt14JIUNJ) JUMM11ItU III IKUJJ Mh K. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 11.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale =.375" Ft. WARNING"* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IHOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED` STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG 1D CEILING. Nt FL r q / T C T C L L D L 20. 0 7. 0 PSF PSF R E F R 3 5 2-- 1 6 9 96 SMvrH LUMBER CO. DATE 0 6 / 2 5 0 3 D R W SLTUSR352 ROOFTRUSSDIVISION2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299.1 522 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRINC. 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. TH]S DES] GM CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SP EC IF AT PUBLISHED BY THE AMER ICAM FOREST AMD PAPER ASSOCIATION) AND TPI. AL DINE CONNECTORSARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 427 ODUCTS, STATE OF j O R•- BC BC TOT D L LL L D 10.0 0.0 3 7. 0 PSF PSF P S F SLT-ENG WMR S E 0 N - 13373 FAx: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F AC . 1.25 C FROM JBPROFESSIONAL ENGINEERINGDRAWINGS160 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 L CERTIFICATE OF AUTHORIZATION#9218COMPONENT 1 FOR ANY NSE PARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 25 '03 SPACING SEE ABOVE JREF- 1S3X352 Z09 Llbillb - V1 IMI3 UNU rrctrAKtu rKVM 1,VM'UltK 1Nrui LLUAU3 a UlMt1Y31UN3) 3UDMIIILU Di II(u33 rlrn. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 F_ 3X4 2X4(D1) _ 6 2X4 (D1) 12-4-3 1_ 2-0-0 _1_ 2-0-0 J 4-0-0 Over Continuous Support R=74 PLF U=45 PLF W=4-0-0 120 MPH WIND, 12.99 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCOL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:1 FL 1 R Scale 375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. NI 63719), 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 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO NAF No.42704 . S STATE OF N A VVY y4 0R T C L L T C D L BC DL B C L L TOT. L D . 20.0 7. 10.0 0.0 37.0 0 PSF PSF PSF PSFF PSF R E F R 3 5 2 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD. APOPKA,FL 32703 407-299.1522 DATE 06 / 2 5 0 3 DRW SLTUSR352 S L T - E N G WM R S E Q N - 11446 FAX: 407-2990153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R . F AC . 1.25 FROM CJ BPROFESSIONALENGINEERING DRAWINGS 160 A-Z'. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPONSI8ILI TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS 1{tti °' CERTIFICATE OF AUTHORIAATION#9218 ANSI/TPI TIF OR ANSECAITICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 25 SPACING 24.0" JREF- 1S3X352_Z09 L1O14D YC) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 6 F- 6 2X4 (D1) = 2X4 (D1) 2 X 4 III L- 4-0-0 _1_ 4-0-0 _1 8-0-0 Over Continuous Support--- R=74 PLF U=27 PLF W=8-0-0 I HIS UWb YKtMAKtU FJWM CUMFU}tK 1NFU I (LUAUS 5 UI MtNSIONS) SUBMIIILU BY IKOSS MVK_ 120 MPH WIND, 12.49 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 1I, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:1 FL 1 R Scale 375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE t' qN. T C L L 20. Q P S FR E F R 3 5 2-- 1 6 9 9 8 INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. W1 53719). FOR SAFETY PRACTICES PRIOR TO PEP. F ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 1 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 Bf 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 S1522 PECIFICATIONPUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE EACH ONNEFACESOFRTRUSS, AND E MADE OF 2UNLESS OGATOTHERWISE 4LOCATED ONETHIS EDESIGN. POSITION CONNECTORSXCEPT AS NOTED. APPLY NPERORS TO a M. i ;Z7 jjj Sr „ OF Qj 0Rlo T C D L BCDL B C L L TOT. LD. 7.0 10.0 0.0 37.0 0 PSF PSF PSF PSF SMYTH LUMBER CO. ROOF TRUSS Drv151oN 2722 SOUTH APOPKA BLvD. APOPKA,FL 32703 FAX 407- 2299,91153DATE0 6 / 2 5 0 3 DRW SLTUSR352 S L T - E N G WMR SEQN- 11433 OUR .FAC. 1.25 FROM SB PROFESSIONAL ENGTNEmNGINGDRAWINGS16AZ. HE'+..w...i RESPONSIBILITY SOLELYTEAL FORSTHETRUSSICOMPONENTDESIGNDRAWINGTESSHOWNEPTANCETHESUITABILITYONALAND USEIOFf THISAL CERTIFICATE OF AUTHORIZATION# 9218. COMPONEENTIFOR ANSE PARTICULARBUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER Jun 25 '. SPACING 24.0" JREF- 1S3X352 Z09 Z16148 - 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 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-0-1 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. Lr I-Io-io .L. 9-10-13 J 9-10-1 Over 3 Supports R=400 U=223 W=10.564" 12-10-3 = 15252 U=180 3-9-14 0 R=386 U=180 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:4 FL i R Scale 375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1NSTI TU TE. 583 D'ONOFRIO OR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED K Q..++++ s t 1TC T C L L D L 20. 0 7. 0 PSF P S F R E F R 3 5 2-- 1 6 9 99 DATE 06 / 2 5 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. D R WSLTUSR352 ROOFTRUSSDmSION2722 S(uTH APOFKA BLW. APoPKA, FL 32703 4407- 299-1 522 ISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED IMPORTANT*+ FUR ISM 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 2OGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 4ZTQ4 s 1* i 1 * i * SAE OF i BC BC TOT D L LL L D . 10. 0 0. 0 37. 0 P S f PSF PSF SLT- ENG WMR S EQ N - 11389 FAX 407-29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Optt>t' D U R F AC . 1.25 FROM S B PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS s. SPACING SEE ABOVE JREF- iS3X352_Z09 CEfmF1CATEOFAumoRmATm #9218 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. Jun 2 Libi4b - Ms IM1S UWG VKLPAKtU EKUM CUMFLIKK INVLII (LOAUS & U1MtKI UWS) SUBMlIILD BY IKUSS MFK, TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 2-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 13r=37 U=180 1- 9-14 121-0-0 R-18 U=180 L.-. i-io-lo .lE 4-2-15-:w 4 2-3 Over 3 Supports R=97 PLF U=102 PLF W=1-9-2 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP 8, WIND TCDL=5.0 PSI, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:1 FL 1 R Scale 375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P Sf R E F R 3 5 2-- 1 7 0 0 0 1NST IT UT E, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. SOT TOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t w i: T C D L 7.0 PSFSmYTHLUMBERCO. DATE 0 6 / 2 5 0 3 D R W SLTUSR352ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 407-29g1 522 FA)C 407-29991 53 IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN 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 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER r% G y s N0.427 ' y STATE OF O R1 B C D B C L T 0T . L L L D . 1 D 0.0 37.0 P S F PSF PSF SL T - E N G WM R SE Q N - 14796 D UR . f AC . 1.25 FROM J BPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPON S181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUT14ORIZAT1ON#9218 COMPONENTT1FOR ANYSECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 25 SPACING SEE ABOVE JREF 1S3X352_Z09 IL1b1415 - H6A IN13 UNU VKLYAKLU fKUPI UUMVUILK INVUI LLVAUJ 8 U1i1LMJ1VMJ) JVDM111LU OT IKUJJ 1'If K. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 Lt Wedge 2x6 SP #2: 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 1I, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 2-11-7 SETBACK JACKS W/VERT OVER BEARING ONLY. 1-1-1 CANT ONE FACE, 1-1-1 CANT OPPOSITE FACE. 4.24 I— 1 6-3 31 U=180 0-4-3 1-9-14 T 1 0 -0 R=54 U=180 2X4 (Al) = 3X10 III 1<-1-10-9---1<1-5-11>4-2-9-3---Ij 4-2-1 Over 3 Supports R=334 U=241 W=4.95• PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:1 FL 1 R Scale 375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON0 Rio 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 NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO nnt/l 4`fr j..P Na42704 '+ 8TATEOF T C T C B C BC T 0 T L L D L D L LL L D . 20. 7. 0 1 0.0 0. 0 3 7.0 0 PSF P S F PSF PSF PSF R E F R 3 5 2 SMYTH LUMBER CO. ROOF TRUSS DIVISION 27. 22SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299.1 522 DATE 0 6/ 2 5/ 0 3 D R W SLTUSR352 SLT- ENG WMR S E Q N - 14739 FAX: 407-2999153 EACH FACE OF TRUSS, AND UN).ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OUR F A C . 1 . 25 FROM S B PROFESSIONALENGINEERINGDRAWINGS 160 A -`I, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS 4 ComFiCATE OFAUT110RErATiON#9218 COMPONEN(TI FORANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 25 SPACING SEE ABOVE JREF- 1S3X352_Z09 L10140 - C1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 TMIS UWG PREPARED FWM UUMPU,ktK INPUT (LUAUS & DIMENSIONS) SUBMITTED BY TRUSS MFR, 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 -10-4 163 U-180 3-10-3 0 R=73 U-180 L<1-4-O:.-1F 7-0-12 _I 7-0-0 Over 3 Supports— R=363 U=197 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:16 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 TC L L 2 0.0 P S F R E F R 3 5 2-- 1 7 0 0 2 INSTITUTE. S83 D'ONOFRIO DR .. SURE 200. MAD150N. NI 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. I • , TC D L 7.0 PSFSMYTHLUMBERCO. DATE 0 6 / 2 5 0 3 D R W SLTUSR352ROOFTRUSSD4YL410N 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407-2991522 FAX: 407-2999153 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 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) D. TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT 0.S NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS 07HERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER•...w{`"• i NC6 42704 17F TAT}" Q(S t 40 l tlO BC BC TOT. D L LL LD. 10.0 0.0 37.0 P S F PSF PSF SLT-ENG WMR SEQN- 11410 OUR F AC . 1.25 FROM CS BPROFESSIONALENGINEERING 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 #92 18 COMPONENT 1FORANYSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 25 SPACING 24.0" JREF- 1S3X352 Z09 Z1614B - E4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 1 6-4 47 U=180 1-10-3 12 I- 0-0 R=23 U=180 L<1-4-0- 1 - 3-0-12- ' 3-0-0 Over 3 Supports R=233 U=180 W=3.5" 120 MPH WIND, 12.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R Scale 375" Ft. WARNING*" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AR0 BRACING). PUBLISHED BY TPI (TRUSS PLATE INSi1TUTE. 583 D'OMOFRIO OR ... SUITE 200, WADI SON, NI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 70P CHORD SMALL 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, SNIPPING., INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ADS (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 t F'iS l f N0.42704 427y t * * 7 STATE OF OR tOT C L L T C D LBC D L BC LL TOT. LD. 20. 0 7. 0 10. 0 0. 0 37. 0 P S F P S F PSF PSF PSF R E F R 3 5 2-- 1 7 0 0 3SMtrrH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 407- 299.1522 DATE 06 / 2 5 0 3D RW SLTUSR352 SLT- ENG /WMR SEQN- 14733 FAX: 407-29991 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D U R . F AC . 1.25 FROM S B PROFESSIONALENGINEERINGCERIIFICATE OF AUTHORIZATIONA9218 DRAWINGS 160 A-1. 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 PAR71CULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIJTPI 1-1995 SECTION 2. l Jun 25 '03 SPACING 24.0" JR ELF- 1S3X352_Z09 L101415 - U1) I mi-J UNU YKLYAKLU rKUPI LUPIYU LK 1MYU1 LLVAUJ N UI PILKJIVIYJ) 3UDI.11I ItU DI IKUJJ I-Ir K• TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 6 F- 2X4 (A ) c1-4-o 1-0-0 Over 3 Supports II 0-110 U 180 9-4-0 t U=180 R=247 U=275 W=3.5" PLT TYP. Wave TPI 95 R Design Crt: TPI STD FLBC 6.10 0TY:12 FL 1 R Scale 375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H1691 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP] (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO OR.. SUITE 200. MAD 150N, NI 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 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 ayFI•. F l! . 4' y 2 1 17 7f 7 i8TATEOFI y.t.,p` T C T C B C BC TOT L L D L D L L L L D 2 0.0 7.0 10.0 0.0 3 7.0 0 P SF P Sf P SF PSF P SF R E F R 3 5 2-- 1 7 004 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD. AP407- FL 32703 407.2991522 DATE 0 6 / 2 5 0 3 DR W SLT USR352 SLT - E N G WM R S E O N - 11375 FAX: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER t D UR F AC . 1.25 FROM S BPROFESSIONALENGINEERING DRAWINGS 160 A-2. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS A f• CERTIFICATE OF AUTHORRATION#9218 ANSI)T P IT1P R ANSE PARTIC BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 25 '03 SPACING 24.0" JREF 1S3X352_Z09 k L1014 E5 - L,e) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 9 446 U=180 1-10-3 8- 0 R=23 U-180 Lc1-4-0.-. 13- 0-12--' 3-0-0 Over 3 Supports R=234 U=180 W=8" I K1J UNU YKLYAKLU TKUPI l.umruI LK INeu I (LVAUJ a UI PTLNZI I VIYJ) JUI5PIII ICU 15T IKUJJ PITK. 120 MPH WIND, 8.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:8 FL 1 R Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MAD ISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED.. TOP CHORD SHALL HAVE PROPERLY ATTACHEDff%A' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i T C T C L L D L 2 0.0 7. 0 PSF PSF R E F R 3 52-- 1 7 0 0 5 SMYTH LUMBER Co. DATE 0 6 / 2 5 0 3 D R W SL7USR352 ROOFTRUSSDIVISION2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 407- 299.1522 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE KITH TP 1; DR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PRO SI0X5 OF NOS (NATIONAL DESIGNSTATE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Na' 42704 Z i OF 24 a OR p BC BC TOT. D L LL LD. 10. 0 0. 0 37. 0 PSF PSF PSF SLT- ENG WMR SEON- 11371 FAX: 407-2999153 EACH FACE OF TRUSS. AND UNLJ,SS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Fj_Pyp_ D U R F AC . 1 .2 5 FROM S B PROFESSIONALENGINEERINGDRAWINGS 160 A-t. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS p lis ,: CERTTFIC'. A-E OF AIITHORRATION*9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANS. ITPI 1-1995 SECTION 2. Jun 25. '03 SPACING 24.0" JREF- 1S3X352_Z09 1G1014D - U'3 IK13 UNU YKtYAKtU IKVPI L.UPIYU'4K 1NYU1 1LUAU3 h UIMtN31VIV3) 3U15MI11tU UT IKU33 PTPK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 -6-4 108 U=)80 2-10-3 0 R=48 U=180 LA4(Al) Lc1 4-0—L. 5-0-12 a. 5-0-0 Over 3 Supports R=295 U-181 W=8" 120 MPH WIND, 9.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:8 FL 1 R Scale 375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO H1B-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'OMOFRIO OR., SUITE 200, WADISON, NI 13119), 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. PRODUCTS, INC. SHALLISHNOTACOPY OF THIS BE RESPONSIBLE FORGNANY TDEVIATIONHE INSTALLATION THISCONTRACTOR. DESIGN: ALPINE FAILUREENGINEERED 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 ASTA653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER h w ftI"•r•.` G ND• 4`2%04 STATE OF A. y OR10 P y...'` T C T C BC B C TOT L L D L DL L L L D . 20. 0 7. 0 10. 0 0 . 3 7.0 0 PSF PSF PSF PSF P S F R E F R 3 5 2-- 1 7 0 0 6SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407- 299.1 522 FAx: 407-2999153 DATE 0 6/ 2 5/ 0 3DRW SLTUSR352 S L T E N G WM R S E Q N - 11380 D U RF A C . 1.25 FROM S B PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SRO N SIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS pt, CERTIFICATE OF AUTHORIZATION#9218 COMPONENT I FOR ANY ANSI/ TPI N- 1996 SE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 25I SPACING24.0" JREF- 1S3X352_Z09 ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I ` 1.00, EXPOSURE C rI E"I 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE-I,,,BRACES NO 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" e' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13, 5" S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" T HF STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5' 8' 4" 8' 4" 10, 0" 10' 0" 13' 1" 13' 1" W C) STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5' 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' 6" 5' il" 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" B' 4" 8' 9" 10' 3" 10' 3" 13' 1' 13' 9" D FL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" B' 9" 10' 2" 10' 2" 13' 1" 13' 9" U STANDARD 3' 4" 4' 3" 4' 3" 5' e" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' I1" 11, 11" I—y 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-1 S P F 3 310" 6' 0" 1 6' 0" 7' 11" 7' 11" 1 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" H F STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9' 6" 9" 6" 12' 3" 12' 3" 14' 0" 14' 0" 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" IT 6" 14' 0" 14' 0" s 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" D F+ L STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10, 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' o" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" sPF34' 2" 6' 11" 6' 11" 8' 9" B' 91, 10' 6" 10' 6" 13 10" 13' 10" 14' 0" 14' 0" H F STUD 4' 2" 8' il" 6' 11" 8' 9" 8' 9" 10' 6" 10, 6" 13, 10" 13' 10" 14' 0" 14' 0" STANDARD 4" 2" 5' 11" 5' 11" 7' 10" 7' 10" l0' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' B" 7' 5' 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13 10" 14' 0" 14' 0" 14' 0" S P 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10, 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 1 10' 6" 11' 0" 13' 10" 14' 0"1 14' 0" 14' 0" I D F L STUD 4' 5" 7' 0" 7' 0" 8' 9" 1 9' 3" 1 10' 6" 11' 0" 13' 10" 1 14' 0" 1 14' 0" 14' 0" STANDARD 4' 4" 6' 1" 6' 1" B' 0"1 8' 0" 1 10' 6" 10' 9" 1 12' 5" 1 12' 5" 1 14' 0" 14' 0" DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 870# AT EACH END. MAX WEB TOTAL LENGTH IS 14'. VERTICAL LENGTH SHOWN IN TABLE ABOVE. CONNECT DIAGONAL AT ' MIDPOINT OF VERTICAL WEB, SMYTH LUMBER CO. RooFTRuss DIYIs1oN 2722 SouTH APOPKA BLvD. APOPKA, FL 32703 407- 299.1522 FAX: 407-2999153 PROFESSIONAL ENGWEERING CERTIFICATE OF AUTHORRAT/ON 092 2X4 # 2N OR BETTER T + 18" # L.. BRACE 2X4 SP OR DF-L #2, OR BETTER DIAGONAL BRACE; SINGLE OR DOUBLE CUT L 1 + AS SHOWN) AT UPPER END. ONTINUOUS BEARIN;ipc "'"w`' µ/ REFER TO CHART ABOVE M. FOR, a ; .• DTI fC'•. NG• TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, C ING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED' TRUSSPLATEINSTITUTE, 583 D'ONGFRIO DR., SUITE 200, MADISON, WI. 53719) FOR X I PRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, N D. 42704 RDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLPROPERLY ATTACHED RIGID CEILING, C 1 FANT+ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP11 OR FABRICATING, 7 STATE OF aSHIPPINGINSTALLINGANDBRACINGOFTRUSSES, DESIGN CONFORMS WITH BLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE v FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA 53GR40GALVSTEELEXCEPTASNOTED. APPLY CONNECTORS TO EACH FACE OF 4 O P yy ••. ,.Q OND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R F ) RESPONSIBILITYT1PTANCEOFONALZING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 160 A-Z. THE SEAL ON THIS AFOR INCOMPONWING INDICATESENTDESIGNOF S COMPONENTS ANDUSEANYPARTICULARISTHEIBILiTY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. y"InY14fNgx^;"•N" BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR HEM -FIR 1 2 ISTANDARD1 #2 STUD 9 1STUD1 #3 ISTANDARDI DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM - FIR 1 h BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 1 i GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH 10d NAILS. FOR ( 1) 1" BRACE: SPACE NABS AT 2" O.C. IN 18" END ZONES AND 4' O.C. BETWEEN ZONES. FOR ( 2) "L" BRACES: SPACE NABS AT 3" O.C. IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" IX4 OR 2X3 GREATER THAN 4' D", BUT LESS THAN 11' 8' 2X4 GREATER THAN I V 6" 2.SX4 II + REFER TO COMMON TRUSS DESIGN FOR {I 1111PEAK, SPLICE, AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98-GAB12030 DATE 09/10/01 DRWG A12030ECO901 ENG i/ Lft.. TOT. LD. 60 PSF MAX. SPACING 24.0" SYM. ABDUT 4 T" REINFORCING MEMBER GABS V I I SPCODATTRUSSi 4 CEILING GABLE DETAIL FOR LET -IN VERTICALS GABLE VERTICAL 11 GABLE VERTICAL PLATE SIZES 11 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP - LESS THAN 4' 0" 1X4 OR 2X3 2XB GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2X4 2XB GREATER THAN 11' 8" 2.5X4 2.5X6 D REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2X4 2X4 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015KNO699 A11030EN0699, A10030EN0699, A09030EN0699, A08030END699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 A13030ECO901, A12030ECO901, A11030ECO901, A10030ECO901, A08530ECO901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699, S09015EN0699, S08015EN0699. S07015EN0899 S11030EN0699. S10030EN0699, S09030EN0699, S08030END699. 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 TOENAILN' 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. B LENGTH INCREASE W/ "T" WIND SPEED AND MRH T" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 R 10 % 2x6 40 % 50 % 110 MPH 30 FT 2X4 10 % 10 % 2x6 50 % 50 % 100 MPH 15 FT 2x4 10 R 10 % 2x6 30 % 50 X 100 MPH 30 FT 2X4 10 R 10 2x6 40 % 40 X 90 MPH 15 FT 2x4 20 % 10 % 2x8 20 Z 40 % 90 MPH 30 FT 2x4 10 % 10 % 2x6 30 % 50 A 80 MPH 15 FT 2x4 10 % 20 R 2x6 10 % 30 % 80 MPH 30 FT 2x4 20 7• 10 % 2x6 20 X 40 Z 70 MPH 15 FT 2x4 0 X 20 % 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7. 20 9. I 2x6 1 10 9. 30 9. EXAMPLE: ASCE WIND SPEED = 1DO MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP #3 T' REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" R PLACES 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 REF LET -IN VERT BY TPI (TRUSS PLATE tNSTITllTE, 583 D'ONOFRIODR., SUITE 200, NADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,+.GVTOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELS n''F Caw•'G DATE 10/24/Oi SMYTf{ L uMB£R C.O. AND BOTTOM CHORD SHALL HAVE A PR13PERLY ATTACHED RIGID CEILING. Y` a i I.RWG GBLLETIN1001ROOFTRUSSDiVislomIMPORTANTONFURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS A. • Tc ;• N0.42704 7A = ENG DLJ / IiA.R2722SOUTHAPOPKABLVDDESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGNAPOPKA, FL 32703 CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-2gg1522 AMERICAN F13REST 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 CSSTATEOr TOT. LD. 60 PSFFAx: 407-299,9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S . • R. PAC. ANYPROFESSIONALENGINEER{NG CERTIFKdTEOFAuTHOR{IATxm 0921B-SUITABILITY DRAWINGS 160 A-Z, THE SEAL ON THIS DRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TH£ AND USE OF THIS COMPONENT F13R ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. S • QiOp40R .., AX SPACING .24.0' VALLEY 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). t4 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 H, 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 B-0-0 MAX— W2X4 16-0-0 MAX rrin r 12 12 MAX. , 1, 4X W1X3 W1X3 W1X3 W5X4/SPL W1X3 SPACING) IW1X3\!2X4 TRUSS DETAIL UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "T"-BRACE, 60% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 6d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. W2X4 W4X4 lf OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL COMMON TRUSSES PARTIAL FRAMING 20-0-0 MAX (++)ulululllnl AT 2 " OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. wM :.,; A , A• . THIS DRAWING REPLACES DRAWING A105 WARNING• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, ! i INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHE V %`••• BY TPI G TC LL 30 30 40 PSF REF VALLEY DETAILTRUSSPLATEINSTITUTE• 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR •• SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED ? C DL 20 15 7 PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSMALgp• 4 2 704SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. NIMPORTANT- FURNISH PY yI1C DL 10 10 10 PSF VALTRUSS0699ACOOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPIS: ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DRWG ENG MLH/KAR 2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, c HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH' APOPKA. FL 32703 '• STATE LL 0 0 0 PSF 55 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE OF 407-2931522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA% iAO•• • ASTNA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF _/ir NOT. LD• 60 57PSF FA%: d07-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A•••• C P•• DURYAC. 1.25/1.33 1.15 1.15 DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL // /+// -` gl O1OPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE C ••••••••• AND USE OF THIS COMPONENT FOR ANY PARTICULAR /4 SPACING 24" CERnF/cATEDFAVYHDRriAroHN921BSUITABILI7Y BUILDING IS THE A •_ nA1e1 \\ RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. /a.s CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP 2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF 3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF 3 CRIPPLE (MAX HEIGHT 6'-3") COMMON D) 2X6 OR LARGER SP 2 OR SPF #1/#2 RIDGE RAFTER TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) r(A) C) ( B 3) 16d BOX NAILS 0" TYP. (B) 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPP INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORDSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT; FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TH 2722 SOUTH APOPKA BLVO. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICA' 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 A14ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE O ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACEFAX407.2999153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL IIN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIOPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OF AUTHORIZATION 09211 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN 2) 16d BOX NAILS, TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING ILISHED FOR P` •7/IFATED. SHALL 1y1 / •• ALPINE ISING, No. 42704 BC 20GAMAL o :, STATE OF kIe% T_ 3) 16d BOX NAILS, TOE -NAILED GIRDER THIS DRAWING REPLACES DRAWING V105—CONV LL 30 30 40 PSF REF CONV. VALLEY DL 20 15 7 PSF DATE 06/25/99 OL 10 10 10 PSF DRWG VALCONVF0699 L 0 0 0 PSF -ENG MLH/KAR ALD. 60 55 57 PSF 1.25/1.3311.1511.15 fG SEE ABOVE V 1NAl . I,nilu( TOP CHORD 2X4 #2 OR BETTER 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 FIAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. 120 MPH WIND, ASCE 7-98, CAT 11, E) P. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E.* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. /MAX SIZE OF 2X12 2 OR BETTER A E R A Al E- E— " / E— \ 20' FLAT TOP CHORD MAX SPAN II ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. SMYTH LUMBER CO. ROOF TRUSS D1V1s1oN 2722 SOuTH APOPKA BLvo. APOPKA. FL 32703 407-299-1522 FAX 407.29" 153 PROFESSIONALENGINEERING CERTD'ICATE OF AuiHORIZATRTH 092 ANT-. FURNISH A COPY OF THIS DESIGN TO THE INSTALLAT ZED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY Df aNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGI1LEPROVISIONSOFNDS (NATIONAL DESIGN SPECIFICATION P J FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNEC 53 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTO$ ND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION S 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTAr ZING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DE ITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUDIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 S' C C 1 C SHED BY THE ARE MADE OF 24GA O EACH FACE OF NECTORS PER OF PROFESSIONAL SHOWN. THE G IS THE JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING Ix4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2X4 "T" BRACE. SAME GRADE, SPECIES AS 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. 00 o 0 0 0 0 0 0 0 0 0 2 00 o 0 O 0 O 0 0 D O O 8 1/4" REPLACES DRAWINGS 634,016 634.017 & 847,045 Q MAX LOADING REF PIGGYBACK IFIC'9 j••FG y 55 PSF AT DATE 06/25/99 5 1.33 DUR. FAC. DRWG PIGBACKBO699 No. 42704 `'* 50 PSF AT ENG DLJ/KAR 4.25 DUR. FAC. o STATE OF 47 PSF AT 1.15 DUR. FAC. X,:--X 0 R 10P•._ : ACING 24.0" AL BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (lX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6 s 4 ++ 4 ++ 9.5" MAX 3X8 TRULOX ** 18" MAX 4 ** 4 3X12 TRULOX 2X8 WEDGE 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE SMYTH LUMBER CO. RooF TRuss D1visioN 2722 SOUTH APOPKA SLvo. APoPUA,FL 32703 407.299-1522 FA)L 407-29" 153 PROFESSIONAL ENGINEERING CERTIFICATE of Aumom ATION N92 ING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, ING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI, 53719) FOR PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, IRD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL PROPERLY ATTACHED RIGID CEILING. TANT a FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ANY 4TIONAL DESIGN SPECIFICATION PUBLISHED BY THE IATION) AND TPI ALPINE CONNECTORS ARE MADE OF 2OGAAPTASNOTED. APPLY CONNECTORS TO EACH FACE OF ATED ON THIS DESIGN, POSITION CONNECTORS PER iIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL Y FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ONENT FOR ANY PARTICULAR BUILDING IS THE p<ui4NNuilu DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 C N a 0 F1CI,q , F,Q G. : TC B LL DL DL PSF PSF 10.0 PSF REF BC FILLER DATE 06/25/99 DRWG BCFILLER0699 No. 42704 LL PSF ENG DLJ/KAR TO LD. PSF STATE OF FAC.1.0/1.15/1.25/1.33 y 0••'•:4(' QP'ACING 24.0" fN/MNN1i1 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 1 #2 2 DENSE OR 1 N 2-00-00 1 2-09-15 1 #1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# 2' TYE 7' 5' CORNER SET SETBACK 3' 7' 0" 0 , 1 4 f d#2 HIP OR COMMON TRUSS 1 HIP TRUSS INA fifi-F 1 j 5 '7 2' TYP . I OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 J3 HJ ** (3) 16d TOENAILS J5 ** ** J7 3.00 12 # 2,12 12 W2X4 s00 + 4 ALTERNATE LOADING W2X4 W2x5 W3X4 TCLL 20 PSF SIMPSON TCDL 20 MAX PSF s/4 Txaa26 BCDL 10 PSF TOT.LD. 50 MAX PSF 1' 3' 5' 7' *** 9-10-13 OVER 2 SUPPORTS DUR.FAC. 1.25 R=463#, W=3.50- R=652#, W=3.50- END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES DRAWING HC11795029 WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED -` iw C LL 30 MAX PSF REF 7' STBK CS HY TPI (TRUSS PLATE INSTITUTE, 593 D'DNOFRIO DR., SUITE 200, MA ISON, VI. 53719) FOR j rSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, a'F'C.•Q• DL 15 MAX PSF DATE 06 25 99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLj` •/N•• / / SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. V C IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE' % ALL 10 PSF DRWG CS7SBK3A0699 ROOF TRUSS D1V1810N ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, '*' NO.42704 0 PSF -ENG SJP/KARHANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-2941522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ; * TOT,- LD. 55 MAX PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ' STATE 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 PROFESSIONAL too- o : FAC. 1.33PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE I ' SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS I ••' /CCERTIFICATEOFAUYHORITATION7I921THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. '0._•._ ( n Q LOP'. _ ACING SEE ABOVE iAL 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 1S ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 I ROW 2X6 1-2X6 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. SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTAC HAVE A PROPERLY ATTACHED RIGID CE1LI1 IMPORTANT.. FURNISH A COPY OF THIS ROOF TItUSB DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT B! BLVD. DESIGN[ ANY FAILURE TO BUILD THE TRUS2722SOUTHAPOPKAHANDLING, SHIPPING, INSTALLING AND BRA APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS CNATIONA AMERICAN FOREST AND PAPER ASSOCIATIOI407-299-1522 ASTM A653 GR40 GALV. STEEL EXCEPT AS FAX: 407-29"153 TRUSS AND, UNLESS OTHERWISE LOCATED DRAWINGS 160 A-Z. THE SEAL ON THIS DR PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR CERTIFICATE OF A1mIORIZATION•921B SUITABILITY AND USE OF THIS COMPONENTRESPONSIBILITYOFTHEBUILDINGDESIGN[ f I T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE OR L-BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH IOd NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH JELS AND BOTTOM CHORD SHALL 1ALLATION CONTRACTOR. ALPINE ANY DEVIATION FROM THIS WITH TPL OR FABRICATING. SHOWN. THE IS THE ag SIFI .g.00 TF.fs r No. 42704 STATE OF 410RIP. h`y/DNA[ T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579,640 LL DL DL g 1 LD. PSF PSF PSF PSF PSF REF CLB SUBST. DATE 06/25/99 DRWG BRCLBSUB0699 ENG MLH/KAR R. FAC ACING 13 1-LUUK VAULt FHIS 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). OUANTITY DETERMINED BY OTHERS. WALL PLATE 3/4" DECKING INSERT JACK STUDS BY BUILDER). OUANTITY OF JACK STUDS TO MATCH WALL JACK STUDS IF ABOVE,MIN. 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 l: 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' : NO DIAGONALS 12' < TRUSS SPAN < or = TO 20': ONE DIAGONAL 20' < TRUSS SPAN < or = TO 30': TWO DIAGONALS 30' < TRUSS SPAN THREE DIAGONALS ONE EACH END AND CENTER) 4: 16" OC VERTICALS, TYPICAL. 5. FLOOR GABLE DESIGN TAKES INTO ACCOUNT COMPOSITE ACTION FROM A 2X4 WALL BOTTOM PLATE, 3/4" FLOOR DECKING AND RATED SHEATHING APPLIED TO OUTSIDE FACE. WALL BOTTOM PLATE, FLOOR DECKING, SHEATHING AND ALL CONNECTIONS TO TRUSS TOP CHORD TO BE DESIGNED BY OTHERS. W=W2.5X4 VAS W=W2.5X4 = BOTTOM CHORD MAY BE NOTCHED AROUND PRE -CAST ANCHORS BOLTS. ANCHOR BOLT SIZE AND SPACING OF BOLTS TO BE FURNISHED BY OTHERS. VERTICAL WEBS AND CONNECTOR PLATES NOT TO BE DAMAGED OR CUT IN ANY WAY. E Continuous Support ALLiE11HElI:x..- Note: All Plates Are W2X4 Except As Shown. M. ' /4PLTTYP. Wave TPI-9 Design Criteria: ap• •,y 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 ` INSTITVTE SB3 D'O'OFR IO DR SUITE 200. MAD ISO. NI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUN[7IDNS UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R161D CEILING. I(J'` ••• N (!• 4 2 704 L L D L 40.0 10.0 P S f P S F R E f R 3 5 2-- 1 5 3 7 2 SMYTH LUMBER CO. DATE 0 7/ 1 5/ 0 2 DRW SLTUSR352 02196003ROOFTeussDrvswNIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED y B_ DL 5.0 PSFPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TD 7 2722 SOUTH APO?KA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AMD APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF LL 0.0 PSF SLT-ENG WMR 407-2991522 '. SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TOFAx407-2999159 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER T.LD. 55.0 PSF SEON 11184 DRAWINGS 160 A- I.THE SEAL DN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING O•R , PROFESSIONAL ENGMEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS j UR . F AC . 1.00 FROM CEIMnCATEOFAfrmORWATION09218 ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERANSICOMPONENT1FORSECTRTICULAR2. o 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 NOR SNEARMIDSPANFORTRUSSES WITH ONLY UNIFORM LOAD. 4X6 TRULOX FOR P = 29DO# 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. 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 CROSSSSECTION DETAIL I I 2X6 OR 2X8 13 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 lOd COMMON 0.148" x 3") NAIL IN WIDE FACE. CROSS SECTION DETAIL 7" LONG BLOCK SIZE MAX LOAD P 1) 2x6 1500# 1) 2x8 2000# 2) 2x6 3000# 2) 2x8 3500y 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 BLOCKS CONNECTION ATTO3.5" SIDF. OF MF.MAF.R 2 CHORDS AS SHOWN IISR SAMF PROCF.DIIRR 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 2) 3X8 TRULOX PLATES TO BE BENT AND APPLIED AS SHOWN, CONCENTRATED LOAD PLATES TO BE POSITIONED MUST BE APPLIED APPROXIMATELY 1/4" APART FOR DOUBLE STACKED CHORDS TO THIS FACE. SPACED AT 2' 6" MAXIMUM USE (2) 3X10 TRULOX PLATES. O.C. BETWEEN PAIRS. SMYTH LUMBER Co. ROOFTRuss DtYIs!©N 2722 SOUTH APOPKA BLVD. APoPUA,FL 32703 407-299- 1522 FAX 407-2999153 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION R92'' WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING., INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. xIMPORTANT— 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. DESIGN CONFORMS WITH APPLICABLE PR13VIS11INS 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 SHOWN. THE IS THE NAIL PLATE IS TO BE APPLIED T( THE INSIDE FACE OF THE TRUSS 5'SUPPORTING THE CONCENTRATED LOAD PRIOR TO CONNECTING THE PLIES TOGETHER. BEND NAIL PIA OVER THE TOP CHORD OF THE SECOND PLY AND NAIL AS SPECII 6X18 TRULOX PLATE BENT AS SHOWN. V No.42704 STATE OF i /COFA .0 RIDA 2X6 OR 2XB #3 OR BETTER SHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) 10d COMMON (0.148" x 3") NAILS ES DRAWINGS 1,070.978 798517 T620,124 & T615,489 LL PSF REF SY42 CONNECTION DL PSF DATE 06/25/99 1L PSF DRWG CNSY42PLO699 p PSF ENG MLH/KAR LD. PSF OR, FAC. 1.00 ACING FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: MH1614 - #1614 Builder: MORRISON HOMES Ad dress: State: Permitting Office: City, ICi ,State: GG Permit Number: v'L Owner: Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ I 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 34.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1614 ft2 c. N/A 7. Glass area & type a. Clear - single pane 318.0 ft2 _ i 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.00 _ d. Tintlother SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 177.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 40.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1128.2 112 _ EF: 0.88 _ b. Frame, Wood, Adjacent R=11.0, 158.0 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, 1614.0 112 _ 15. HVAC credits PT, _ b. Under Attic R=19.0, 28.0 ft2 _ CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.20 Total as -built points: 22357 PASSTotalbasepoints: 23640 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: cs I hereby certify that this buil ' g, a esigned, is in compliance with the Florid n Code. OWNER/AGENT: DATE: W jK , &r3 Review of the plans and Ila Srspecificationscoveredbythis calculation indicates compliance o 9?c o with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 coDFloridaStatutes. wt s`v BUILDING OFFICIAL:' DATE: g EnergyGaugeO (Version:,FLRCSB v3.2) t FORM 60OA-2001 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 1614.0 25.78 7489.6 Single, Clear SE 1.0 7.0 16.0 56.64 0.99 892.7 Single, Clear SE 1.0 7.0 16.0 56.64 0.99 892.7 Single, Clear SE 1.0 8.0 19.0 56.64 0.99 1067.8 Single, Clear SE 1.0 8.0 24.0 56.64 0.99 1348.8 Single, Clear NW 17.0 10.0 40.0 37.74 0.57 863.9 Single, Clear SW 1.0 9.0 32.0 52.82 1.00 1686.2 Single, Clear NW 1.0 9.0 32.0 37.74 1.00 1202.7 Single, Clear SW 7.0 10.0 64.0 52.82 0.59 2002.4 Single, Clear NE 2.0 9.0 16.0 43.65 0.94 656.7 Single, Clear N 1.0 9.0 12.0 27.96 0.99 333.2 Single, Clear E 1.0 7.5 12.0 59.31 0.99 703.3 Single, Clear NE 1.0 8.0 15.0 43.65 0.99 648.3 Single, Clear NE 1.0 7.0 20.0 43.65 0.99 860.2 As -Built Total: 318.0 13159.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 158.0 0.70 110.6 Concrete, Int Insul, Exterior 4.2 1128.2 1.16 1308.7 Exterior 1128.2 1.90 2143.6 Frame, Wood, Adjacent 11.0 158.0 0.70 110.6 Base Total: 1286.2 2254.2 As -Built Total: 1286.2 1419.3 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 0.0 0.00 0.0 Base Total: 18.0 28.8 As -Built Total: 18.0 43.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1614.0 2.13 3437.8 Under Attic 30.0 1614.0 2.13 X 1.00 3437.8 Under Attic 19.0 28.0 2.82 X 1.00 79.0 Base Total: 1614.0 3437.8 As -Built Total: 1642.0 3516.8 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 177.0(p) 31.8 5628.6 Slab -On -Grade Edge Insulation 0.0 177.0(p 31.90 5646.3 Raised 0.0 0.00 0.0 Base Total: 5628.E 1 As -Built Total: 177.0 5646.3 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 1614.0 14.31 23096.3 1614.0 14.31 23096.3 Summer Base Points: 30678.1 Summer As -Built Points: 35588.4 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 30678.1 0.4266 13087.3 35588.4 35588.4 1.000 1.00 1.079 x 1.150 x 0.90) 0.284 1.117 0.284 0.950 0.950 10729.2 10729.2 EnergyGauge'rm DCA Form 60OA-2001 EnergyGaugeWFIaRES'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 1614.0 5.86 1702.4 Single, Clear SE 1.0 7.0 16.0 8.34 1.01 135.4 Single, Clear SE 1.0 7.0 16.0 8.34 1.01 135.4 Single, Clear SE 1.0 8.0 19.0 8.34 1.01 160.4 Single, Clear SE 1.0 8.0 24.0 8.34 1.01 202.6 Single, Clear NW 17.0 10.0 40.0 12.23 0.99 484.2 Single, Clear SW 1.0 9.0 32.0 9.22 1.00 295.6 Single, Clear NW 1.0 9.0 32.0 12.23 1.00 390.8 Single, Clear SW 7.0 10.0 64.0 9.22 1.22 720.2 Single, Clear NE 2.0 9.0 16.0 12.00 1.00 192.1 Single, Clear N 1.0 9.0 12.0 12.32 1.00 147.6 Single, Clear E 1.0 7.5 12.0 9.96 1.01 120.2 Single, Clear NE 1.0 8.0 15.0 12.00 1.00 180.0 Single, Clear NE 1.0 7.0 20.0 12.00 1.00 240.0 As -Built Total: 318.0 3404.7 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 158.0 1.80 284.4 Concrete, Int Insul, Exterior 4.2 1128.2 3.26 3677.9 Exterior 1128.2 2.00 2256.4 Frame, Wood, Adjacent 11.0 158.0 1.80 284.4 Base Total: 1286.2 2540.8 As -Built Total: 1286.2 3962.3 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 0.0 0.00 0.0 Base Total: 18.0 72.0 As -Built Total: 18.0 106.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1614.0 0.64 1033.0 Under Attic 30.0 1614.0 0.64 X 1.00 1033.0 Under Attic 19.0 28.0 0.87 X 1.00 24.4 Base Total: 1614.0 1033.0 As -Built Total: 1642.0 1057.3 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 177.0(p) 1.9 336.3 Slab -On -Grade Edge Insulation 0.0 177.0(p 2.50 442.5 Raised 0.0 0.00 0.0 Base Total: 336.3 1 As -Built Total: 177.0 442.5 EnergyGaugeO 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 INFILTRATION Area X BWPM = Points Area X WPM Points 1614.0 0.28 -451.9 1614.0 0.28 451.9 Winter Base Points: 4560.0 Winter As -Built Points: 8521.1 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 4560.0 0.6274 2860.9 8521.1 8521.1 1.000 1.00 1.068 x 1.160 x 0.92) 0.427 1.140 0.427 0.950 0.950 3936.3 3936.3 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/RaRES'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 3 2564.00 7692.0 40.0 0.88 3 1.00 2564.00 1.00 7692.0 As -Built Total: 7692.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 13087 2861 7692 23640 1 10729 3936 7692 22357 9 PASS EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FIaRES'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 comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that Is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavitybetween floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES /mimt ha mat nr aynaarlarl by all raeirlaneas 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min, insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 Is ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 34.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (W) 1614 ft2 c. N/A 7. Glass area & type a. Clear - single pane 318.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.00 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 177.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 40.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1128.2 ft2 _ EF: 0.88 _ b. Frame, Wood, Adjacent R=11.0, 158.0 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, 1614.0 ft2 _ 15. HVAC credits PT, _ b. Under Attic R=19.0, 28.0 ft2 _ CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida -Energy Efficiency Code For 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: 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 EnergyStarl"mdesignation), your home may qualifyfor 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. ucfedufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs `airs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: MH 1614 . b1 d For: MORRISON HOMES By: AIR FLOW DESIGNS 250 JASMINE RD. CASSELBERRY FL. 407)831-3600 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 72 Deg F Design TD: 34 Deg F HEATING SUMMARY Bldg. Heat Loss 34296 Btuh Ventilation Air 200 CFM Vent Air Loss 7480 Btuh Design Heat Load 41776 Btuh INFILTRATION Method S imp l i fi ed Construction Quality Average Fireplaces 0 HEATING COOLING Area (sq.ft.) 1663 1663 Volume (cu.ft.) 14967 14967 Air Changes/Hour 0.8 0.4 Equivalent CFM 200 100 HEATING EQUIPMENT SUMMARY Make CARRIER Model # FA4 AN F0 4 2 Type HEAT PUMP Efficiency / HSPF 8.00 Heating Input 0 Btuh Heating Output 36000 Btuh Heating Temp Rise 27 Deg F Actual Heating Fan 1200 CFM Htg Air Flow Factor 0.035 CFM/Btuh Space Thermostat FL 32718 9/29/97 Job# #1614 Wthr Orlando AP FL Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 93 Deg F Inside db: 78 Deg F Design TD: 15 Deg F Daily Range M Rel. Hum.: 55 Grains Water 37 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 24179 Btuh Ventilation 1650 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 1.00 Total Sens Equip Load 25829 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1035 Btuh Ventilation 2516 Btuh Infiltration 2 515 Btuh Tot Latent Equip Load 6066 Btuh Total Equip Load 31895 Btuh COOLING EQUIPMENT SUMMARY Make CARRIER Model #38BYC036 Type SPLIT DESIGNS COP/EER/SEER 12.00 Sensible Cooling 24500 Btuh Latent Cooling 9700 Btuh Total Cooling 34200 Btuh Actual Cooling Fan 1200 CFM Clg Air Flow Factor 0.050 CFM/Btuh Load Sens Heat Ratio 87 MANUAL J: 7th Ed. RIGHT-J: VI 3.0.11 S/N 11784 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A, B, C, D Job #: # 1614 File name: MH 1614 . b 1 d Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 0. 8 AC/HR x 14967 Cu.Ft. x 0.0167 = 200 CFM 2. Winter Infiltration Btuh 1.1 x 200 CFM x 34 Winter TD = 7478 Btuh 3. Winter Infiltration HTM 7478 Btuh / 336 Total Window = 2 2.3 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0. 4 AC/HR x 14967 Cu.Ft. x 0.0167 = 100 CFM 2. Summer Infiltration Btuh 1.1 x 100 CFM x 15 Summer TD = 1650 Btuh 3. Summer Infiltration HTM 1650 Btuh / 336 Total Window = 4.9 HTM and Door Area Procedure C - Latent Infiltration Gain 9/29/97 0.68 x 37 gr.diff. x 100 CFM = 2 515 Btuh 771 Procedure D - Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 10 0 Vent.CFM x 15 Summer TD 1650 Btuh Sensible Load for Structure (Line 19) 24179 Btuh Sum of Ventilation and Structure Loads 25829 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 25829 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 100 Vent.CFM x 37 gr.diff. 2516 Btuh Internal Loads = 230 x 5 No. People 1035 Btuh Infiltration Load From Procedure C 2 515 Btuh Equipment Sizing Load - Latent 6066 Btuh Construction Quality is: a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3.0.11 S/N 11784 Printout certified by ACCA to meet all requirements of Manual Form J 0 MH1614 Job# #1614 Zone: Entire House 9/29/97 1 NameofRoom Entire House LNDRY. BR3 BR2 2 Running Ft. Exposed Wall 177.0 Ft. 6. 0 Ft 30. 0 Ft. 12.0 Ft. 3 Room Dimensions, Ft. 0.0 t. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0. 0 Ft. 4 Ceiings,Ft Condit Option 9.0 d 8.0 heat/cool 8.7 heat/cool 9.3 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Mg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 4.9 1.6 1446 0 140 112 Exposed b 12C 3.1 1.7 p ssss sss p s... sss p ass sass p Walls and c 12H 2.0 1.1 0 ssss sss• p ssss ssss p ss.. sass p ssss ssss Partitions d 13C 1.4 0.9 176 48 120 0 e 13CI 5.1 3.4 0 s.a p s... a p ssss sss. p ssss s..s f 0.0 0.0 0 ss.. p sss p ssss p a. 6 Windows and a 1C 39.3 194 7618 0 0 16 628 16 628 Glass Doors b 8C 39.3 so 104 4084 0 0 0 0 0 0 Heating c 9A 31.8 20 636 0 0 0 0 0 0 d 7F 41.1 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 0.0 0 0 0++•• 0 0 0 0 0 Glass Doors NER9W 37.0 168 6216 0 0 0 0 0 0 Cooling E/W 52.0 12 624 0 0 0 0 0 0 SEISW 45.0 126 5670 0 0 16 720 16 720 South 28.0 12 336 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11E 6.5 3.5 0 0 0 0 0 0 0 0 0 0 0 0 b 10A 19.0 10.4 18 343 187 18 343 187 0 0 0 0 0 0 9 Net a 14B 4.9 1.6 1128 5523 1836 0 0 0 124 607 202 96 470 156 Exposed b 12C 3.1 1.7 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.0 1.1 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 0.9 158 213 142 30 41 27 120 162 108 0 0 0 e 13C 5.1 3.4 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.3 1641 1841 2112 51 57 66 189 212 243 154 173 198 b 16D 1.8 2.1 28 50 58 9 16 19 17 31 35 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 27.5 0.0 177 4875 0 6 165 0 30 826 0 12 330 0 20G 2.9 0.8 0 0 0 0 0 0 0 0 0 0 0 0 Cr0.0rb 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 22.3 4.9 336 7478 1650 18 401 88 16 356 79 16 356 79 13 SubtotBtuh Loss-6+8.+11+12 32662 1023 2822 1958 14 Duct Btuh Loss 5°/ 1633 5% 51 5°/ 141 5°/ 98 15 Total Btuh Loss= 13+14 34296 ssss 1074 sss ssss 2963 2055 s.s 16 Int.Gains; People@ 300 5 1350 0 0 0 0 0 0 Appl. @ 1200 2 1800 1 600 0 0 0 0 17 SubtotRSHGain=7+g,.+12+16 21981 987 1387 1153 18 Duct Btuh Gain 10° 2198 100M 99 10°/ 139 10% 115 19 Total RSH Gain-(17+18)*PLF 1.00 24179 I1.00 1086 1.00 1525 1.00 1268 20 CFM Air Required s*** 1200 1200 ss*• 38 54 104 76 72 63 Printout certified by ACCA to meet all requirements of ManualJ Form MH1614 Job# #1614 Zone: Entire House 9/29/97 XX.XW TAT i. -iw as Dl!_L1T 1. ' n i - 1 Name ofRoom M. BATH / W.I.C. M. BR. FAM. / DIN. KIT. / NOOK 2 Running Ft. Exposed Wall 10. 0 Ft. 40.0 Ft. 40.0 Ft. 33.0 Ft. 3 Room Dimensions, Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft 0.0 x 0.0 Ft. 4 Ceiings,Ft Condit. Option 9.3 heat/cool 9.3 heat/cool 9.3 heat/cool 9.3 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg I Length Htg Cig Length Htg Clg Length Htg I C1g Length Htg Clg 5 Gross a 14B 4.9 1.6 93 373 373 308 Exposed b 12C 3.1 1.7 p p p p Walls and c 12H 2.0 1.1 0 p p p Partitions d 13C 1.4 0.9 0 0 0 0IIe13C5.1 3.4 0 I 0 p pI I f 0.0 0.0 0 p p p 6 Windows and a 1C 39.3 19 746 56 2199 32 1257 90 1571 Glass Doors b 8C 39.3 0 0 40 1571 64 2513I 0 0 Heating c 9A 31.8 I 0 0 0 0 0 0 0 0 d 7F 41.1 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 0.0 0 0 0 0 0 0 0 0 Glass Doors NEINW 37.0 0 0 72 2664 96 3552 0 0 Cooling ENV 52.0 0 0 0 0 0 0 12 6204 SEISW 45.0 19 855 24 1080 0 0 16 720 South 28.0 0 0 0 0 0 0 12 336 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11E 6.5 3.5 0 0 0 0 0 0 0 0 0 0 0 0 b 10A 19.0 10.4 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.9 1.6 74 364 121 277 1357 451 277 1357 451 268 1312 436 Exposed b 12C 3.1 1.7 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.0 1.1 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 0.9 0 0 0 0 0 0 0 0 0 0 0 0 e 13C 5.1 3.4 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 16G 1.1 1.3 191 214 246 248 278 319 385 432 495 222 249 286 b 16D 1.8 2.1 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 27.5 0.0 10 275 0 40 1102 0 40 1102 0 33 909 0 b 20G 2.4 0.8 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 22.3 4.9 19 423 93 96 2137 471 96 2137 471 40 890 196 13 SubtotBtuhLoss=6+8.+11+12 2022 8644 8797 4931 14 DuctBtuhLoss 5' 101 5"/ 432 5% 440 5+ 247 15 Total Btuh Loss =13+14 2124 9076 9237 5177 16 Int.Gains: People@ 300 0 0 2 600 3 750 0 0 Appl. @ 1200 0 0 0 0 0 0 1 1200 17 SubtotRSHGain=7+8..+12+16 1315 5586 5720 3798 18 Duct Btuh Gain 10°/ 1321 10°/ 559 10% 572 10° 380 19 Total RSHGain=(17+18)•PLF 1.00 1997 1.00 6199 1.00 6292 1.00 9178 20 CFM Air Required 74 72 318 305 323 312 181 207 Printout certified by ACCA to meet all requirements of Manual J Form MH1614 Job# #1614 Zone: Entire House 9/29/97 1 NameofRoom FOYER BATH 2 2 Running Ft. Exposed Wall 6. 0 Ft 0. 0 Ft Ft Ft 3 Room Dimensions, Ft. 0.0 x 0.0 Ft 0.0 x 0.0 Ft x Ft x Ft 4 Ceiings,Ft Condit Option 8.7 heat/cool 9.3 heat/cool TYPE OF CST HIM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg C1g Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 4.9 1.6 47 r. r. p r. r. Exposed b 12C 3.1 1.7 p r.r p rr rr« Walls and c 12H 2.0 1.1 0 r p r r« r r Partitions d 13C 1.4 0.9 8 p e 13C 5.1 3.9 0 rr I 0 r« r.• r r I f 0.0 0.0 0 p r.rr rrr r r rr 6 Windows and a 1C 39.3 15 589 0 0 Glass Doors b 8C 39.3 0 0 0 0 Heating c 9A 31.8 20 636 0 0 d 7F 41.1 0 0 0 0 f 0.0 0 0 0 0 7 Windows and North 0.0 0 0 0 0 Glass Doors NE/NW 37.0 0 0 0 p r.. Cooling ENd 52.0 0 0 0 0 SE/SW 45.0 35 1575 0 0 South 28.0 0 r••+ 0 p r« p Hon 0.0 0 0 0 0 8 Other doors a 11E 6.5 3.5 0 0 0 0 0 0 b 10A 19.0 10.4 0 0 0 0 0 0 9 Net a 14B 4.9 1.6 12 57 19 0 0 0 Exposed b 12C 3.1 1.7 0 0 0 0 0 0 Walls and c 12H 2.0 1.1 0 0 0 0 0 0 Partitions d 13C 1.9 0.9 8 11 7 0 0 0 e 13C 5.1 3.4 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.3 149 167 192 52 58 67 b 16D 1.8 2.1 2 4 4 0 0 0 c 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 27.5 0.0 6 165 0 0 0 0 b 20G 2.4 0.8 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 22.3 4.9 35 779 172 0 0 0 13 SubtotBtuh Loss=6+8.+11+12 2408 58 14 Duct Btuh Loss 5•/ 120 w 50M 3 rr.r o/ rr.r 15 Total Btuh Loss = 13+14 2528 61 16 Int.Gains: People@ 300 0 0 0 0 Appl. Q 1200 0 0 0 0 17 Subtot RSH Gain=7+8..+12+16 1969 67 rr 18 Duct Btuh Gain 10•/ 197I 10' 7 rrr o/ 19 Total RSHGain-(17+18)•PLF 1.00 2166 1.00 74 20 CFM Air Required 88 107 2 4 Printout certified by ACCA to meet all requirements of Manual J Form 4 As N ATl6 I. TESTED IN ACCORDANCE Wit" SINNDARD BUILDING CLLE. CH#JPTER 17. TO'A POSITIVE AID NECAT IVE 37.5 P9, 2. DM194 MA49EIP REPRESENT YARIQ.6 SECTION NEIOrtS. 3. 1•" SECTION 7- HIGH DOOR 9RDM4. e" HI04 DOORS HAVE FIVE SECTIONS. 4. SECTION HEIORI DF 20.e12. 19.00 t 16.7S ARE AVAILABLE AND MAY BE LSED IN COM3rNAI ION TO ACHIEVE VARIOUS PC,OfI DOORS. 5. E 60554ENT PATTERN OF 14. 50 X 20. 375 940M At TER44TE PATIEA6 OF 12.5D x 43.375 APO 12.50 x 20.375 MAT BE LSED. 6. TORSICH SPRINGS 9-ION". EXTU45ICN SPRINGS AVAILABLE. 7. LSE THIS BRAOCET, REF. P/N 405964-OD02, CN e' HICH OOCRS ONLY. e. WINDOW MAY BE INSTALLED IN THE TOP SEC71CH OR THE SECTION IMMEDIATELY BELOW THE 1CP SECTION. 2- X 6' WOCO J 2' X 4' WOOD JAMB CR EQUIVALENT P/N 405964-0001 1/4• TRACK BDLT 5/16 X 1 3/4' S• REF LAC SCREW SCALE: 1/e S ; 9. THE STRNT PLACEMENT ON DOORS CCISIRUC/ED WITH 5 OR MORE SECTIONS MUST BE CONSISTENT WITH THE DOOR 9*w THE sTRUTs FOR THE Am"'O44L 1N:WSTER FILE A>: NSECTIONSARE10BEPLACEDAS9CWNONTHETHIRDSECTIO4. 4TO. THE STRUT PLACEMENT DIMENSION ON ALL SECTIONS LESS THAN 20.e12- REDJCED BY THE DIFFERENCE BETWEEN THE ACTUAL SECTION HEIGHT 9 20.e12'. 11. SCREW PIN 605911-ONI IS A 1/4' D I A X 5/e- LOVC TYPE AS HEX HEAD METAL SCREW 6; 12, P06T TO BE INSTALLED ONLY WHEN HIGH WIND WARNINGS ISSUED. 13. SYRIA PLACEMENTS CAN VARY =3'. 14. Q ANI ITY FOR LOCXS CAN BE 0. 1, OR 2. I•7N TRACX T . gee END HINGE ^ 1 7T 2.093 000 V I Ew -D-6' v6• DSB 2' TRAa 9 I'm (VERT I CAL) SECTION 'C—C` 3 1/e—•I 2' X 6. 1VDOD JAMB 2' X 4' WOOD JAMB 'D' SCALE: 1/2 OR EQUIVALENT. 1Z11TAL TRAOC 6 CQNTERBALANCf 12 R TICNAL SPLICE IN HDR120NTAL TRACK AT 407605-0004TOPOFRADIUSTYP2PLCS 404626-0003 D• TYP 2 PLCS Is. Q FI XTIRE I 400650-0001 TTYP13 PLACES 07605-0002oaNIMo. HLt0J-P TYP_2.PLC5MIIA61t-5450-OD03 404E2b-0003 TTP 2 PLCS 5.00` 36.00 8. OPTIONAL WINDOW DETAIL SCALE:3/32 Y STANDARD TRACK DETAIL FOR 16' 405771-0001 pp 404626-0003 SCALE: 1/1e• i' 16-0' MAX. #/DT14— ISCALE: t/46••1' SERIES 280 THU 289 ARE EQUIVALENT CONSTRLCTIOV 2.50A STEEL INTERIOR ELEVATIONSERIES180ARESANECCASTRL.CTICIV AS SERIES 280 ONLY M4 STEEL AD EW CAPS DDOR TESTED WAS 261 SERIES. OOm WIDTH ER STIL ET'D STILE AOI 'JIIIFT STRIlTS/SECT. ROLLER VER"ME FToTT11q19JPFR TV 3 SINGLE YE3 HMSO'2' X 7/16' 049' T00 ROLLER DETAIL 'F' SCALE: 1/4 16' WIDE) NCSEE4 I L'c• 409327-ONI ILED-0004,5.6 A' JM k-1 - L' 4•Iw IN ' N/A row ••u• tMRFE t 1 j _I 7/6• THIC. SECTION 'A -A' SCALE: 1/4 I 061601-0000 J' I DESIGN J.OAD 25 r'SF t 21.6e® 0 -o• SNOMII TEST LOAD7e'-o1 37.5 PSF t MAx. NiI1M 21.5744 12- <I 405771-0002 a R. istFlf+ /Y!.iJL, i7 MAZE 4 1 0 O 0575 4-sn6 x 1 3/4• 0 LAG SSW 6.04 1 4 . oo—•I PM 40932E-0001 PLATE,I4l m A 27116 106 THC. 32 070 MIN PM 401199-0001, TOP FIXTURE ATTACH TO DOOR WITH 4 SCREWS PM 605911-M1 0575REEF f 0 0 O O 8. Ij00 L 10 0 L-5. PM 409331-0001 PLATE. FLOOR 77f7 tpsT ILSST SHOWING FLOOR PLATE PM 409326-)O= POST ASST,YERT ICAL 2 it/32' 091 MIN 0 0 3 9/16' L O O o O o 2 7/16• PM 405771-)O= BOT. FIXTtRE FCR 180/2801290/390 SERIES ATTACH TO DOOR MI TH 3 SCREWS PM 605911-ODOI 2 9/32 t.070 MIN 000 3 3/16 o 0 000 I 711E I PM 407803-ODOR, CENTER HINGE STEEL DOORS ATTACH TO COCK WITH 4 SCREWS PM 005911-0001 HE -AD LATE j+2.765 .156 DIA 0 - 3.00-+i .375 CIA PM 606069-0001 PIN 25 6. 25 0 00 PM 409979-0001 LINX 1/a2.25 LENGTH DOOR WIDTH - t•-+1 t 7% 5/8 MIN TW PM 400650-XXXX, ROLLED HS-X STRUT PART 111.6ER IN.Tw STRUT 400650- 01 D0030 HS-1 400650- OOD4 020 I HS-0 2 9/32 M 070 MINON T- 331/ 16 PM 407605- MOM. EM, HINGE RESID. STEEL DOORS M •446ETe : 1 -w 407605-GOD! . 0 L• t 3/4- 1 I I 1 0 0 2• H 2 106MIN P/N 405964 t 046450. BRADCET. SCAB PART. 46A49ETt t• 405964-0001 3-t/4 046450-007 4• O o O 2T 7F /OWO 0J 4 s1/ e• o . 1_ 0 0 0 PM 061601- DOOD. SLIDE LOCX ASST I 4 513- 1 1 3H•---}--I o I 0 Q 2 3/6• H 10E MIN PM 405% 4-ODD2, BRACKET, SCAB JOINT J SC W ERACKETDETAILS 4076054D766S-M)" 35 I.tO r 6004 1. 4076oi-0003 La fR; FPP !`Y rFc---+n Tpr•p4 topn. 4 ATSCREWWSSPTON6051100001WITH1.801 e10 JRI' 1ft t. tr - C L tt ` ' ~ 4. i I 1, 44 .44 FIN 404828- 0003 ROLLER ASSY, TR-1 TR-1 ROLLER LOAD: 50 LOS. MX. 1F• 187 3•.25 } 2.5D REF 1 O T- 704.100 0 1 0 375 CIA 4 HOLES PM 409976- 0001 SLPPPCIRT PM 405660- 0004_S..6 --- _'- c\ IFGL.. s SECTION •G- G• STEEL stmas 116• WIDE 000{sl Y d m A A 4 ONE BY WOOD - BUCK BY OTHERS CAULK BETWEEN WINDOW --A MINCE k WOOD BUCK \ CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISHBYOTHERS PERIMETER CAULK--.-' BY OTHERS FLANGE TYPE WINDOW FRAME HEADER EXTERN 6 WINDOWHEIGHT FLANGE TYPE WINDOW FRAME su1 PERIMETER CAULKBYOTHMS ONE BY WOOD BOCK BY OTHERS 1 1 /4' MIN. I -EMBEDMENT SHIM AS REO'D x (SEE NOTES) a7 I CONCRETE OR MASONRY n OPE1ONG BY 07HERS 4 wSTALLATFON ANCHOR 3/16' DIA TAPCON SHOWN PERIMETER CAULK - BY OTHERS CAULK BETWEEN WOOD BUCK k NW.DDW WIDTH MASY OPENINGERBYOTHS EXTERN CAULK BETWEEN EXTERIORWINDOWFLANFINISHSECTION 2 WOOD BUCK BY OTHERS WINDOW WTH. A B C O E 3 K 2 WINDOW HGT. F G H CAUL( BETWEEN WINDOW FLANGE PREk PKA CWE SILL WITH WAREM BY O RS t PPROOVVED EO UALLRJ( OR SECTION 1 crurn ND1ES, 1) SHIM AS RWO. AT EACH 96-ALATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO B: 1/4. 2) WNGGW FRAME MATERIAL. ALUMINUM ALLOY 6063. 3) USE LATEX CAULK 904ND WINDOW FLANGE AT JAMBS HEAD6SILL MUST BE ED ATTACHTDTHE SIIBSiRATE WITH VULKEM 116 ADHESIVE CAW( OR APPROVED EOUAL 4) APPUCATI N OF VLAKIM 116 ADHESIVE CAUL( AT FRAME SILL MUST COMPLY WITH SEALANT LMMIfACRMERI RECOYMENDYAMONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIANCE. 8) GLASS THICKNESS MAY VARY PER THE REOIREMENIS OF AMU E13DD CLASS CHARTS. SINGLE GLAZING S SHHOWN, NSUUITNG CLASS IS ALSO OIMLBED. 7) GENERAL ALUW6NAIM'S 1440 SERIES SINGLE HUNG S SHOWN. IRIS PRINT ALSO APPLIES TO THE 1540INSULATINGMASSSINGLEHUNGSERIES. SHIM. AS REO'D SEENOTES) STALLATION ANCHOR IN OWwA. TAPCON sH WOWN CAULK BETWEEN WOOD BUCK t MASONRY OPENING BY OTHERS d 1 1/ 4' MN. EMBEDMENT' 1/4' SHIM SPACE MAX. BUCK HEIGHT SILL STOOLBY OTHERS n BUCK WIDTH 1/ 4' SHIM FLANGE TYPE SPACE MAX. WINDOW FRAME JAMB 1 !, ELEVATION VIEWED FROM EXTERIOR w C: i' r& l ., FORMA. e. O.A.Y. a41 VJ"JX, NAlff i aPIVEOA/ AL Urt/ A) UM COMPARATIVE ANALYST ON CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS WITH/ 0OCKT EXTERIOR INTERIOR HEAD JALBs SIZE 12 191/ 5 X 29 99 99 B 13 19 1/ 5 X 36 3A 78 76 B F,6 14 19 ,/9 x 50 6ro 59 59 6 FA 14+4 19 fro x 54 SA 54 54 B F.G 14+5 19 1A X 55 BA 52 52 B F.G 15 19 IA X 63 45 45 B F,C 16 19 , X 72 40 40 f C IN21/2IH3 X 28 1/ 2 X 38 3A 51 51 B S F,GiH4 26IA X 50 6A 44 44 B F.G iH4+426 1/2 X 54 6A 42 42 6 F.G i H44526 fro x 55 6ro 41 41 B FA INS 26 1/ 2 X 93 40 40 if F.G 8 , k 40 40 F c 30 1n X 26 B F,C 3OX3 30 1/ 2 X >s We 44 44 B FF 3OX4 30 1/ 2 x 50 9/6 40 40 B FA 3OX4+4 3D ,/ 2 X 54 BA 40 40 B F.G 30%4+5 30 ,/Z x 55 4A 40 40 B F.0 3=5 30 1/2 X 63 40 40 40 40B F.G H 23x37 X 36 3A 1 40 40 BF. B F. 24 37 X 50 $A 40 40 249.4 37 X 54 Iro 40 40 B F.6 24+5 37 X 55 2A 40 40 B F.0 25 26 37 X63 37 X n 40 40 40 B F.CiU 1 4526 4638x 48X 35 3A 45 40 40 BB F,CF.G 465048X 50 3A 40 40 B F.G 464+4 48 X 54 y9 40 40 464+5 48 X 55 W9 40 40 B FA.HJ 4663 4R7132 48 X 63 40 40 B F.O,HJ A X 5 45 45 B F. 33 53 110 X 38 3A 40 40 B F.G 34 53 Iro X 50 IN 40 40 B F.G,N.I 34+4 53 1/9 X 54 60 40 40 B F.G.H.1 34+s 53 + ro x SS sn 40 40 6 FAJU 35 53 Iro X s3 40 40 B F.C.HJ 53 , % n W 4o B F BRIE I=SM WATER NESSTANCE TEST REMAROJET OF 15X OF OE9CN LOAD APPLIES, POSITIVE DESCNLWILL BE UWTED TO410PSFDUETOWAWATESTPRESSUREOFLOPSFACHIEVEDNTEST. 2) NSTALLATION: FLANGE FRAME WINDOW N CONCRETE OR MASONRY OPENING USE 3/18' DIA TAPCON ANCHORS OF SI1FFUENT LENmTDPROAbEMI& i-//4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS 4) INSTALL r SCREWS OF SUFFICIENT LENGTH TO PROWDE 3/4' MN. EMBEDMENT INTO WOOD BUD( AT ALL OTHRR ACTOR, APPLIEDINSTALLATIONHOLM5) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY USI- WITH NEXT LARGER SIZE, FOR THE APPROPRIATE QESIGN PRESSURE REDO. IWI t Ad. - UnWk% 71 75186 PA BN 61907R • k1WA U 7591 OW.bI oAAA6a oOallo, ASSEMBLY DRAWING 6 SERIES 1440/1540 TDLSINGLEHUNGWINDOWPREPRED9F: PnDNICI TECIWLDbYCORP. 2W DnEW AATOI L PW. SW,E 234 1EA"*I0W, FUW" 327" PoIORE 407 W5-036: F CAULK 811WEEN WOOD — INSTAL LA TO, AwCHOP. BUCK 8 MASLYJ.RI 3/16- DIA TAPCONOPENINGBrOTHERS ONE a W000 BLYK BY OTnER CONCRETE OR OTHE OPENINGBYRSBYOTHE SHIM ASAS RE00 SEE w07E5) CAULK BETWEEN WINDDW FLANGE h WDOO BUCK Q 1-)/4' MN EMBEDMENT MAXPCSHSPA' PERIMETER CAULK J By OTHERS GLAZING — WINDOW HE. GH1 EXTERIOR 1 i PERM TER CAULK j BY OTHERS SUCK WDIH SHIM SPACE SHIMAS R{0'D SEE NOTES) 1-1' AIN E MBEOMENTFLANGE TYPE WINDOW FRAME 9 CAULK BETWEEN JAMB WOW BUCK & Q MAS"r OPENING BY OTHERS CLA2ING INSIALIATICN ANCHOR 3/ 16" DIA. 7APCON 4 ONE BT WOOD B CK Br OTHERS rMAEEXTERIOR \ U I. E. CAULKBEPERIMETER CAULK WINDOW FLANGE By OTHERS \ WODO BUCK WINDOW WIpIH ` CONCRETE OR MASONRY OPENING FLANGE TYPE RY OTHERS WINDOW FRAME SECTION 2 ,T000 HEADER BY OTHERS BUCK WINDOW HE1GH I WTH FLANGE TYPE WINDOW FRAME Su T A C d 6 D (. WINDOW HOT. F G 1 MARBLE SILL STOP BY OTHERS PRE - CAST SILL CAULK BETWEEN WINDOW FLANGE DT OTHERS @ PRECAST SILL WITH WLKEM 116 ADHESIVE CAULK OR APPROVED EOUAL SECTION t ELEVATION VIEWED FROM EXTERIOR COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATICIN CHART WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE ( INCHES) CAPACITY IN PSF LOCI- IONS WIDTH/ HEION7 Ex ER10R 1NERIOR HEAD JAMBS 12 A 60 058 C D.EF.G 12 X 72 40 56 C D.E f.G 16 X 16 40 106 C n! 2, X 16 40 69 A.B I 24 x 24 40 55 A.B E G 2A X 30 OD A A.BF.G 24 x 36 0 40 A.B F,G 24 x 48 O 0 A.B O.EF.G 24 x 60 AO 40 A.B D.EF,G 24 x 72 40 AO A.B D.EF:G 72 x 48 40 40 A.B D.E E. 36 x 2A 40 40 B D.EF.G 36 x 40 AO 0 A. D.E,lG 36 X 72 AO 40 A.B D.Ef.G 48 x 74 40 40 AB D.E F,G e8 x A8 40 40 A.B D.E.E.G 48 x 60 AD 40 AB D EF.0 64 x 24 40 0 A.B f G72 x 38 40 40 4,8 F.G 72 x 60 AO AO Ail D.E.F,G 73 x 16 40 40 A.8 n! CENTRAL FLORIDA B. O. A. F. MANUFACTURER NAM: fur CteP RPA- Aw Mt NUHMA1 RGENERAL NOTES. rax.r. 1) SMU AS REOD. AT EACH INSTALLA70M ANCHOR WITH LOAD BEARING SHM. wx. ALLOWABLE S1RM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL'. ALUMINUM ALLOY 5063. 3) USE LATEX CAULK BEHVND WINDOWFLANGE AT HEAD k JAMBS. SILL MUST BE ATTACHED 10 THE SUBSTRATEWITHVULKEM116ADnESNECAULKORAPPROVEDEOUAL, 43 APPLICATION OF VU KIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT AN MUFACTURER' SRECOMMENDATIONS, 5) USE LATEX CAULX FOR PERIMETER SEAL AROUND EXTERIOR OF W94DOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REOLNREMENTS OF ASTM E1300 CUSS CHARTS, 7) WHERE IES. POSITIVE DESc. LOADS WILLEBERLIMIEO0400PSFDUEESISTANCETESTMTOWATERTESTENIOf15% OF PRESSURREE OF OSIGN LOAD LPSTACHIEVEDNEST8) INSTALLATION. FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16- DIA. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PRDNDE MIN 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHAR 1. 9) SEE ELEVATION FOR KEY 70 TAPCON LOCATIONS. 10) INSTALL / 8 SCREWS OF SUFFICCNT LENGTH TO PROVIDE 3/4' MIN EMBEDMENT MTO WOOD BUCK AT ALL DENIER FACTORY APPLIED INSTALLATION HOLES. IF FACTORY APPLIED HC_ES ARE NOT PRESE'A. 0 SCREWS SHOULD BE PLACED AT MAX. 6- FROM CORNERS 6 MAX 24-O.C. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUAN711' LISTED WTH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REOD 12) GENERAL 1•SO SERIES PICTURE WINDOW IS SHOWN THIS PRINT ALSO APPLIES 7 THE 1550 SERIES. w Tool W. CFo*fRd. • CwmI#m. T11 75006 • P.O. 8m 819022.Odos. 71 DKAw.L 6TILTAA+ CA INSTALLATION HTAIL SERIES 1450/1550 FLANGE PW N/A BB N/Aw... a ...... C.0 o.+: c-c .wT:z 1 SHEATHING BY OTHERS B INSTALATION ANCHOR SCREW SHOWN (TYP.) EXTERIOR—, FINISH BY OTHERS PERIMETER CAULK - BY OTHERS FIN TYPE WINDOW FRAME HEADER T RI R CAULK BETWEEN FIN SHIM AS REO'D. SHEATING SEE NOTES) EMB1 MIN. EDMENT FIN TYPEWINDOWFRAME 2 x WOOD JAMB BY OTHERS I III. 18 NISTALATION ANCHOR SCREW SHOWN (7YP.) 2 x WOOD BY OTHERS CAULI 'ETWEEN SHEA . @ FIN BY 0...a5 1' MIN. EMBEDMENT SHEATHING BY OTHERS WINDOW WIDTH ^7 EXTERIOR FINISH BY OTHERS T RI R PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT IO".7-L0 WTH. ANCHOR (7YP.) O 0 FIN TYPE WINDOW SILL 5700E O % FRAME Sell By OTHERS 24' O.C. MAX. (TYP.) O O WINDOW EQUALLY SPACE ANCHORS (TYP,) HGT. o 0 O / O PERIMETER CAULK BY OTHERS SHIM AS REO'D. O SEE N07ES) o 0 o O o 6 u Ax. (TYP.) 8 SCREW --1rINSTALATION2XWOOD ANCHOR SHOWN BY 07HERS TYP) j ..-6" MAX. (7YP.) CAULK BETWEEN NNDDw FIN h ELEVATIONEXTERIORSHEATHING a,'oHERS EMBEDMENT VIEWED FROM EXTERIOR SHEATHING ' SECTION BY OTHERS biANUFALaIMER NAW: S1W r,F- F-lZA+r7t1f &L}UM)NUM MAS 1 EM G # 3 -- COMPARATIVE ANALYSIS @ ANCHOR CHART MNOOW DESIGN PRESSURE NO. OF /8 SCREWS NO. Of 0,090 CIA. NAILS SIZE (INCHES) CAPACITY IN PSF REUCT IN FRAME REDD. IN FRAME NOT./HEIGHT EXTERIOR INTERIOR HEAD SILL WCA, JAMB HEAD SILL OEA JAMB f6 x b 109 109 2 2 2 2 2 3 16 x .0 83 83 2 2 3 2 2 3 16 x 50 63 63 2 2 3 2 2 3 16 X 1 3 20 x 30 B6 86 2 2 2 2 2 20 x .O 73 73 2 2 3 2 2 20 X 50 59 59 2 2 3 2 2 z 2 2 2 2 28x30 5 7 1 1 78 x 40 52 52 2 2 3 2 2 3 26 X 50 16 2 2 3 2 26 2 A 30 X 30 52 52 2 2 2 2 2 30 x 40 9 49 2 2 3 2 2 3 30 x 50 43 3 2 2 3 2 2 X 60 O 40 2 I 2 2 38 X 30 1 41 2 2 38 A 40 40 40 3 3 3 3 3 3 38 x SO 0 40 3 3 3 3 3 x 3 3 1 3 5 o x 30 0 D 2 0 x AO 0 40 3 3 3 3 3 3 40 X 50 40 0 3 3 3 3 3 x 3 1 3 1 1 1 5 I) SHIM AS REO'D. ADJACENT TO EACH INSIALLA70N ANCHOR MTN LOAD BEARING SHIM MAX. ALLOWABLE SMM STACK 70 BE 1/.'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 60,63. 3) USE LATEX CAULK BEHIND WINDOW FIN A7 HEAD, SILL h JAMBS. USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REOUREENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OuAuFIED. 6) WHERE WATER RESISTANCE TEST REOUREMENi OF 15% OF DESIGN LOAD APPLIES, PM7IVE DES" LOADS WILL BE LIMITED 70 .0.0 PSF DUE 10 WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7) INSTALLATION FIN FRAME WINDOW IN WOW FRAME OPENING NTH IWO BY WOOD STUDS, USING D.090 IN. DIA NAILS OR 18 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN 1' EMBEDMENT INTO SUBSTRATE. I 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR DUANIITY LISTED NTH NEXT LARGER 921, 9) GENERAL ALULKN NS I140 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 INSULATING GLASS SINGLE HUNG SERIES. 7DDI W. Crrft Re. A Eoffoll 1. TE )SDDB. rA. %s 09022 • DobL 11 n. a.,c auNr+a. ASSEMBLY DRAWING SERIES 1140/1940 TD: SINGLE HUNG WINDOW p A I+ «D Ir scMx iBBNA c¢n wrt DK .wM• 9r `CAL B G_N-0013 I' MIN. — WINDOW 11DTN "A' MAX SHEATHING ENS[fiEnT 1 SHIn SPACE of OTHERS 2 X BT WOOD Br OIHERS SHIN AS REO'D. 2 z WOODTHERS AWIx BEHIND FIN Br O FIN TTot WINDOW C X7ERIOR xB IN ALLATION FRANC JAHB FINISH ANCHCR SCREW Br OTHERS MIN SHIM AS RE 0'0 GLAZING [MBEQn[NT PCRIME TER CAu. III (SEE NOT[L Br OTHERS FIN TIP[ Ill' "AX sH)N SPACE ; Do. FRAME HEADER GLAZINGSCENOTES) EXTERIOR WINDOWHEIGHT IFIN TYPE fRAHE SD PERDKIE' BY EIMER EXTERIORFINISHBrOTHER CAUL. BI HI DINERS o DID E x IERIOR PERIMETER CAULK BY OTHERS B INS/ALI ANC)OR SCREW COMPARATIVE ANALYSIS & ANCHOR CHART WINDOW SIZE DESIGN PRESSURE NU. OF AB SCREWS NCI. DE 0.059 DIA. NAILS THERE T> CAPACITY IN PSF REQUIRED IN FRANC REOuIRED IN FRAMC VIDTMiHEIGNT EXTERIOR INTERIOR HEAD L SILL P EA. JAMB HEAD L SILL B CA. JAH3 20 . 30 0 AD 2 2 2 2 20 x x0 a0 2 3 2 2 20 X 50 AO 00 2 3 2 3 0 a A0 A 2 2 3 30 a 30 AO AO 2 30 AO AO AO 2 3 2 3 3D x 50 40 A0 2 3 2 3 60 AO AO 2 2 A AD X AO AD 3 2 40 X AO 40 40 3 3 3 3 AO X 50 AO AO 3 3 3 A AOx60 A 3 3 5 50 . 30 AO AO 3 2 50 X 40 AO AO 3 3 3 50 . 50 AO 40 3 3 A 50 a 60 AD AD 3 A 5 13 1 0 40 A A EXTERIORFINISH CAULK BEHIND FINBTOTHERS SENTRAL FL®RMA B.O. SECTION 2 SHEATHING BY OTHERS 7E,iTlB At lrTLriA A'F' CiURER NAM: CUIEiR41- Al 111ltyUP7 WINDOW VIDIM 0 0 o 0 0 T o 24, O.C. MAX. (TIP.) L o o NDWIGHT 0 0 0 0 MASTER FILE # NOTES- I> WHERE WATER RESISTANCE TEST REDUIREMENT OF )5% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS VILL BE LIMITED TO AD.O PSF DUE TO WATER TEST PRESSURE Of 60 PSI ACHIEVED IN TEST. 21 I"SIALLATIDN: FIN FRANC WINDOW IN WOOD FRANC OPENING WITH TWO Br WOOD STUDS USING IB SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN 1' EMBEDMENT INTO SUBSTRATE OR 0.099 IN DIA MAILS. 3) IF EXACT WINDOW SIZE 1S NOT LISTED IN ANCHOR CHART. USE QUANTITY LISTED WITH NEXT LARGER SIZE. 2 A> SHIN AS REO'. 40JACENI TO CACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM EOUALLY SPACE MAX. ALLOWABLE SHIM STACK TO BE 114% ANCHORS (TIP.) 51 VINDW FRANK )ATCQIAL, ALUMINUM ALLOY fi"l 61 USC LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL L JAMBS. 71 USE LAIEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGEB) GLASS THICX(MESS MAY VARY PER REQUIREMENTS Of AST" C1300 GLASS CHARTS SINGLE GLAZING IS SAWN. INSULATING GLASS ALSO OUALIFIED. 9) GENERAL ALUIINUMS I= SERIES PICTURE WINDOW IS SOWN THIS PRINT ALSO APPLIES 70 1900 SERIES PICTURE WINDOW. 6' MAX. (TIP) I 6' MAX. (TYP> I/A' MAX SHIN SPACE ELEVATION i INSTALLATION VIEWED FROM EXTERIOR ICHOR SCREW IOBI R. Cm* FA • Ovar n. III 75OOE • P.D. Bea 819M - 0XBo1. IS753" x WOOD I OTHERS pAvb6 RfRIH'rxY. iNSTALLAT!p DETAILt ...... ,...... .... .,.. CAULK BC1vCEN- vOOD BUCK L M.SOMRY OPENING BY 07NERS CALK BETWEEN WINDOW. fLUlDE L vWD B1CK CONCRETE OR SONNY OPCM By OTHERS EXTERIOR FINISH - By OTHERS PERIMETER CAULK By OTHERS FLANGE TYPE - WINDOW FRANC HEADER WINDOW EXTERIOR HEIGHT ONE BY WOOD BUCK 91 DTHCRS INSTALLATION ANCHOR 3116' DI- TAPCOM SWIM AS RED'D SEE HEIM d EMBEDMENTI-1/.' HIM i/.• -' SPACESPACE GLAM, (10 SEE NOTES) BUCKHEIGMI SHIN AS REO'D SEE "DIES) FL TTPC WINDOW FRAME SILL ONE B, f OTN[ABYWODD 9, OTHERS PERIMETERCAULK I I/.I MAX, SHIM SPACE d dEXTERIORFINISH dBYOTHERSd 7-1/.' CAULK BE7VCEN WINDOV NIM.I EMBEDMENTFLANGELWOODBUCK CONCRETE OR INSTALLATION ANCHOR MASONRY OPENING 3/16' Dia TAPCON BY 07)ER$ CAULK BE7VEEN WOOD BUCK L MASONRY OPENING BY OTHERS SECTION I NOTES1) SHAI AS REO D. AT EACH INSTALLATION ANCHOR USING LOAD BEARINC SHiW h4AX ALLOWABLE SHWA STACK 70 BE I/. 21 WINDOW FRAME N.ATERIAL: ALU NWW ALLOY 6063, 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD. S&L a .IAMBS. USE LATE. CAULK FOR PERNNE7 R SEAL AROUND EXTERIOR OF WINDOW FL+NCE. 51 GLASS TNICKNESS —1 VARY PER THE REOUREA/ENTS OF ASTU E1300 GLASS CHARTS. 6) DESIGN PRESSURE CAPACITYDF WINDOW L INSTALLATION IS LINT TED 7C .OD PSG. 7) FOR INSTALLATION OF FLANGE FRANC WINDOWS IN CONCRETE OR HASOW7 OPENING. USE 3/16' DM IAPCON TYPE ANCHORS OF SUFFICIENT LENGTH TO PRD IDE •1n 1-1/.' EMBEDMENT tNTO SUBSTRAIE PLACC ANCHORS 6' MAX FROM CORNERS t 24 OC. MAX. BET ECM. 8) BUILD DOWN AROUND CURVED PORTION OF WINDOW, FRAME TO & ENGINEERED By OTHERS. BUILD DDvN MUST BE DF SUFFICIENT STRENGTH TO ADEDUATELY 1RANVER LOAD FROM WINDOW TO THE SIRLEIURE. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS IT 1S NOT INTENDED TO 0K11 USE OF THIS PRODUCT TO THESE IWO CONFIGURATIONS THIS SHEET APPLIES TC ALL CONFIGURATIONSTHATCAMBEMANUFACTUREDFRE7MIHEI4SO/T550 SERIES DESIGNER FLED WINDOW Fa-ING SYSIEN, CENTRAL FLORE DA B.O.A.F. MANUFACTURER NAME: MASTER FILE # .2 IOw HT F- WINDOW WIDTH ELEVATION VIEWS D FROM EXTERIOR n 1 n7_7i_F11- D.-- IrvIs1DH MAX VI1)1N—r% 1/.' SHIN SPACE SWIM AS REO'0 1-1/•' HIN ISEE MCI"S> Cn3E INENi FLANGE IIPC (ALILK BEIWE[N v1NDOW IRANE WCUD DUCK A HAS" OPENING1DlOTHERS pATUNG <I11 INSTALLATION ANCHOR SEE IDIES, 4 3/16' DIA, TAPCON ONE Br WOOD PERIMETER CAULK / BUCK BY DTHCRS B+ OTHERS FINISH CAULK BETWEEN EXTERIOROIMERS WINDOW FLANGEBrDODBUCK VI.M. MIN----N-I CONCRETE DR MASDNRr OPENING SECTION 2 BY ""' WINDOW HEIGHT 1 2 I __- WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR J 1001 R. GAUD/ Rtl. • CmdAMI TX 75008. P:O, BAN 619022 • Dolln. TX 7S% BN.VIN: fKTCINSTALLATION DRAWING ONE BY MUCK SERIES 1450/1550 DESIGNER PICTURE WINDOMe oA.w L. Mo L+ CAtL N/A CCb YNL LPL _7 3H iEH _ 3/20/02 1 B GEN—OC25 SHEATHNG BY CTHER! CAULK ei EXTERIOR Fi BY 07HERS PERIMETERCAVLKBTOTHERS FIN TYPEFRAMEHE. OLAZINC(1',.A txltHl[xI SEE NOTES FIN TEEFRAMESILL / RERIME TER CAULK J BY DINERS / B NSTµLATION J ANCHOR SCREW (TYR.) EXTER!OR FINISH — BT ETHERS CAULK BEHIND FIN — SHEATHING BY OTHERS J L'JWNTnERS NS7ALUr.ON OR SCREW (TE.) SHIM AS REDD. SEE NOTES II/. MAz SHIN SPACE r DowHEIGHT A. SHIM SPACE SHW AS REO'O SEE NOTES i I.Z X FRAMING EMBEDMENT BY OTHERS SECTION 1 WHHE I) DESIGN PRESSURE CACAO TT OF WINDOW A INSTALLATION IS 40.0 PSF. INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WTN TWO BY WOOD STUDS. USING O.C99 IN. DIA NAILS. PLACE 099 NAILS 6- FROM CORNERS MAX h B' OC MAX. BETWEEN. 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING /B SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN, I IN. Ev9EDvENT INTO SUBSTRATE. PLSCE SCREWS 6" MA. FROM CORNERS 6 2•" CC M X. BETWEEN. K) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK 70 BE 1/4- 1 WNDDW FRAME MATERUL µULRNVM ALLOY 6063 6; USE LATEX CAULK 8-HIND WINDOW FIN AT HEAD. SILL B JAMBS. 7) USE LATEX CAULK :OR PERIMETER SEAT .AROUND EXTERIOR OF WINDOW FLANGE. B) CUSS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CUSS CHARTS. 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE I100/1900 SERIES DESIGNER FIXED PICTURE WINDOWFRAMINGSYSTEM. FLORIDA B. O. A. F. MANUFACTURER NAME: CFn/ERAL ,1 / ZM/A//IM MASTER FILE # R 1 —.1' ELEVATION VIEWED FROM EXTERIOR 1 , c,3—z__Z I/.- N SHIM SPACE SHIM AS RED'D Two BY FRAWNO By OTHERS GIN TEEFRAMEJAMB 1 MIN EMBEDMENT 77 SHEA71NC BY OTHERS GLAZING (TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS xETFRIORDINSTALLATION ANCHOR SCREW (TYR WINDOWWIDTH PERIME7ER CAULK BY OTHERS SECTION 2 I WINDOW WIDTH WINDOWHEIGHT 1 —83 ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN wODD BUCK 8 MASONRY OPENING BY OTHERS ONE BY WOOD BUCK By DINER CAULKRANGE tT WOOD Buc, CONCRETE ORMASONRYOPENING_ BY OTHER - EXTERIOR FINISH? BY OTHER PERIMETER CAULKByOTHER FLANGE TYPEWINDOWFRAME HEADER NO W EXTERIORnOGHT FLANGE TYPE SILL FRAMESILL PERNEIER CAULK BY OTHER ONE BY WOOD BUCK 9Y OTHER // INSTALLATION ANCHOR BUCK WIDTH EMBEDMENT3/16• DIA. TAPCW FLANGE TYPE 1/4 $1119 SHIM AS RED"D. SHIM AS REO'D WINDOW FRAME SPACE MAX. (SEE NOTES) SEE NOTES) JAMB Q CONCRETE OR MASONRY OPENING Q By OTHER t 1/4• U.N. 0EMBEDMENT INSTALLATION ANCHOR 3/16• DIA. IAPCON PERIMETER CAULK I QBYOTHERS CAULK BETWEEN WOOD BUCK 8 1/4- SHIM WINDOW WIDTH I MASONRY OPENING SPACE MAX. BY OTHERS EXTERIOR CAUL x 8ETwEEN EXTERIOR WINDOW FLANGE FWISH WOOD BUCBY OTHER K BUCK HDOIrSECTION 2 ANCHOR ( TYP.)- H J K WII HE D Q PRE CAST SILL BY OTHERS CAULK BETWEEN WNDOW FLANGE R PRE CAST SILL MIN VULKEM SECTION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 8500 ADHESIVE SEALANT NOTES. DOW B IGHT1_ I WINDOW 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK 10 BE 1/4- 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE ATTACHED10THESUBSTRATEWITHVULKEM116ADHESIVECAULKORAPPROVEDEQUAL APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 85M ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E13DO CLASS CHART SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO OUALIFIED. 7) GENERAL ALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE TSBO SERIES MODIFIED SLIDER INSULATING CLASS. B) DRAWING APPLIES 10 INSTALLATION OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' OIA I`PCON ANCHOR OF SUFFICKNT LENGTH TO PROMDE MIN 1-1/A EMBEDMENY INTO SUBSIRATE At LOCATION SHOWN ON CHART. 9) SEE ELEVATIONS FOR KEY 10 TAPCON LOCATIONS. 10) INSTALL I8 SCREWS OF SUFFICIENT LENGTH ID PROVIDE 3/4 MW EMBEDMENT INTO WOOD BUCK AT ALL FACTORYAPPLIEDINSYALLA110HHOLESWHERETAPCONSAREREO'D. 11) IF EXACT WINDOW SIZE IS NOT USTED N ANCHOR CHARI, USE ANCHOR OUANIITY LISTED WIN NEXT LARGER SIZE. ELEVATION VIEWED FROM EXTERIOR 0 F 2 C COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART VANDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES) CAPACITY IN PSF REO'D. IN FRAME VADTH/ 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 1 H,K A,B,F,G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 40 40 H,K A,B,F,G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F.G 60 x 55 1 40 40 H,K A,B.F,G 72 x 12 40 70 H.K A,G 72 x 24 40 40 H,K A.G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A,B,F,G 72 x 48 40 40 H,K A,B,F,G 72 x 55 40 40 H,K B,C.D,F,G CENTRAL FLORIDA R.O.A.F. MANUFACTURER NAME: MASTER FR.E # g DATE Dw WGNAME 3/ 2O/02 I GEN0027 PM.• ul•L AyK Ibi Mf-L#I ,.A Ib>i 1Ef•CNI SHEATHING CAULK 9—',YEN FIN 2 % FRAMING BY OTHER & SHEAi:NG BY OTHERS I MINCAULK BETWEEN 9 SCREW wSTALADON j EMBEOMENT SHIMA5 RFODBYSHEATHING & FIN OTHERSANCHOR (TYP.) 2 x FRAMING SEE NOTES) EXT-RICR FINISH E' OTHERS BYOTHERS FIN TYPE_ WINDOW 1-MIN. ER!METE= CAULK 1/! MAX. FRAME_ JAMBEMBEDMENT BY OTHER IM SPACE WDTHExTERiOR F B SCREW W. TrFE ANCHOR (iYPFRAMESHIMASREO'DF?AME HEADER SEE NOTES) WINDOWEXTERIOR FINISH BY OTHERS WINDOW XTRIPEIMETER CAULK HEIGHT BY OTHERS XT RI R FIN TYPE SECTION 2 FRAME SILL EQUALLY SPACE TY. HEAD SIL 6" MAx.(TYP)ANCHORS IIIIII^^^ ISILL STQOL JAMBS) BY OTHER PERIMETER CAULK/L 1/4- MAX. BY OCHER SHIM SPACE SHIM AS REO'D MB S:REw (2 X FRAMING SEE NOTES) WINDOW \ INSTALATION ) \ ANCHOR ( TYP.HEIGHT BY OTHERS xTER ORFav15- BY O iERS CAULK BETWEEN WINDOW FIN & SHEA SING SHEATHING Y C HER 1" MIN. EMBEDMENT SECTION 1 L-A 1; S-V AS REC'D. ADJACENT TO EACH INSTALLA :On ANCHOR LNTN LOAD BEARING SI41M MAX ALLOWABLE SHIM STAG 70 EE 1/4'. 2) W.. 00W FRAME MATERIAL ALLOT 6063 3) LWSE LATEX CAULK BEHIND WINDOW FIN AT HEAD .SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL ARQ:ND EXTERIOR OF WINDOW FF:ME, 5) G.- SS T,aOLNESS MAY WARY PER THE REOU14EMEVTS OF ASTM E1300 S1'.:LE GLAZING IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED. 6j DR, MNG APPLES TO INSIµLATION OF FIN FRAME W,N_JwIN WOOD FRAME OPEIANG W'- Tw0BrW70DSTUDSUSING099INDIANA:-S CR 18 SCREWS OF SUFFICIEhl LE';7. TO PROWOE MIN. t• EMBEDMENT INTO SUESTRa-E. 7) 6EICTwLwJ'W SIZE IS NOT LISTED KI CHART, :SE -CHOR OUANTITY LISTED ,WTF LARGER SIZE. 8; GE•• ERAL ALUN-NUM'S 1130 SERIES HORIZONTAL S_ DE? :S SHOWN. THIS PRINT ALSO AF-_ESTOT.-E 1990 INSULATING GLASS HCRIZOIW'AL SLIDER SERIES ANCHOR (TYP.) WINDOW vADHT ELEVATION VIEWED FROM EXTERIOR'-• •''Fl 7 0- ZaoL COMPARATIVE ANALYSIS & ANCHOR. QUANTITY CHART WINDOW SIZE DESIGN PRESSURE 18 SCREWS REC, 099 N.Als RED'D INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 1 40 40 2 3 2 4 36 X 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 1 40 40 3 3 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48 40 40 3 3 6 4 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 72 x 36 40 40 4 2 7 3 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 4 3 7 1 5 Gk, LENTRAL F iOWDA B. O. A. tr e MANUFACTURER NAIME: MASTER FILE # 4t ION r. G.:T LL•CaIIwWL t1 7S1oo •F.0. ONOIl177•MMr. T7 7S7N INSTALLATION DRAWING WOOD FRAME SiRUCTI•RE SER:ES 1130 /1980 MODIFIED HORIZONTAL SLIDER DRN CARD S:µL BB N/ A al0• RI[ 4 DATE DRw NyM9CA AcWso. s. GEN-OG2? 03/n/02 DWG NO: GEN-0452 MULLION ANCHOR BRACKET WINDOW FRAME JAMB TYP.) m SECTION EXTERIOR ANCHOR INSTALLATION MULLION - ANCHOR TYP.) BRACKET CENTRAL FLOJUDA B. 0• MANUFACTURER NAME: MULLION II I DIE NO. 1445 I II I I II I II I II I INSTALLATION ANCHOR TYP.) TER. FILE ## LL 8 SELF TAPPING a ° SMS (TYP.) o SUBSTRATE MULLION DIE NO. 1445 A -A ELEVATION GA P r SEE NOTES 2 & #3 0 o --— v 1-7/8"A SECTION B-B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16'. DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT HEAD cot SILL. Now GENERAL ALUMINUM CORP, CARROLLTON, TEXAS TITLE; FIN VERTICAL MULLION INSTALLATION DETAIL 3 ALUMINUM TUBE MULLION, DIE NO. 1445 JS 3/17/02AREA: DRN: APRYD: — — — — DATE; WT/FT: — — — — SCALE; MAX: — — — — DYYG N4. GEN-0452 4fto H ALF PHONE 107-EOS-DS6S FAA O7-BOS-O]86PREPAREDOr. PRODUCT IECNNOLOGY CORP., 250 WWRNATIONAL PKMT, NEATNRDw, ILORIDA 32746 k !-,' GENERAL ALUMINUM CORP. t HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULLSPAN> WDW. HGT. V 53. 000 61.000 74.000 96.000 106.250 26. 000 222 153 92 38 26 38. 375 198 135 80 34 23 50. 625 190 126 74 31 21 54. 625 189 125 72 30 21 55. 625 189 125 72 30 20 63. 000 189 124 70 29 20 72. 000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020039 12- Jan-2002 01- 1201 4A- rS GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW, HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 1 FAX 407 805-0366 CA020122 FEB.19, 2002 02-0217 If2--ZO-QL to 11 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 8054M I FAX 407 W5-03W CA020123 FEB. 19, 2002 02-0217 DWG NI— 0-1r:1 MULLP ANCH, BRACK WINDOW FRAME JAMB TYP.) STALLATION vCHOR YP. ) 8 SELF TAPPING SMS (TYP.) M JLLION Dlc N0. 1446 i MULLION INSTALLATION ANCHOR ANCHOR BRACKET MULLION TYP.) DIE NO. 1446 1 SECTION I A — A v SEE NOTES a ° v 2 & #3 v SUBSTRATE 1-7/8"--- A A — SECTION B B CENTR,U FLOPJDA B. O.A.F. EXTERIOR ELEVATIONER?yHI)vun l NOTES: ASTER FILE # 5' _ 3 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL 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 DETA!' EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MUNI. EMBEDMENT INTO WOOD AREA: — — — — DR"` JS APRYp. __-- DATE:3/1 FRAMING. wT/iT: __-- SCALE: HALF MATL: - - - - DWG Na t— tp er:. rRuwu ,c1...— 1-1. cam...... _...................... , .- SMIAS RE'O'C INSTALLATION ANC:SR -— DOOR WIDIM /4' MAX. Snln uG:LL iv0 3r WOOD N :< LLA7SGH A ZC ZRXB SCREW X8 SCREW S: yEATMING (SE' NOT£S) 1-I/8 nIN Br OTHERS TWO ar WOOD BT OTHERS CALL. BE7' ENaEDMENT ar OTHERS DOG? TLAGNGE TWO 3, WOOD SLIDING GLASS i SHEATHING aI OTHERS DOCK FRAME CAULK BETWEEN JAMBHOC[ STRIP L SHEATHING SLIDING GLASS DOOR HOVE STRIP t/ 4' MAX. SHIM AS REO'D. SEE NOTES) rSHINSPACEL INSTALLATION ANCHOR L I-1/8' MIN. T' E' 8, MIN. i8 SCREW EMBEDMENT 3ED) IENT ZTEMPERED GLASSSTUCCO (TTP) CAULK BETWEEN OR SIDING DOOR FLANGE BT OTHERSSLIDING GLASS S SHEATHING DOOR FRAME PERIMETERHEAD SHEATND+G CAULK By _ By OTHERS _ OTHERS SHEATHING PERIMETER By OTHERS CAULKBYTEMPERED GLASS TEMPERED OTHERS STUCCO (TM) STUCCO DR SIDING GLASS ( TTP.) OR SIDING CLASSOTHERS 9TOTHERSSLIDINGGLASSDOORI _ _ r: ^ , '. 0 i..' I,r- •.A ,,.. t 3' . INTERLOCK DOOR I, u F-lX'TLT- D RS { r HEIGHT SECTION B-B HOOK STRIP DETAIL LO 10A -_ - SLIDING GLASS DCCp.. TRA„E SILL D 1 r 11DOOR MATERIAL -I.~ ALLOT 6061 2) . D INSTALLATION SCREVS MST SC OE SIfrICTEHT LENG:H TO ACHIEVE NiN EMlCDNEw: or1-I/t INTO WOOD. TA CON TINE INSTALLATION ANCHORS AT SILL MST !E Or SlrriCIENT L"IN TO ACHIEVE MK ENICONCNT Or I-UA• INTO NASOHRT OR CONCKii S) INSTALLATION ArC1OR CHART ON IN" Or 114S SMECT. A) USE SILI[OMITED ACRYLIC CAUL[ -NINO DOW FLANGE AT HEAD l JAMB W USE SILWDOZED ACRTLTC CALLt rW rERINETER SEAL AROUW EXTERIOR OT DOOR . 6) Ir EXKT DEOR SIZE IS NOT LISTED IN ANCWR CMAR7. USE AMEWR 0UAN1I11 LISTED VIM NEXT LARGER SIZE. rLR INC APPROPRIATE 2ESIG0 TNRESSURC REO.O. 1) rOR NOCXET DOOR SITES USE CLOSEST !T ASS DOOR SIZE L CO EIgARAT %0 FINISHED VMWI RACE INSTALLATTOM ANCHORS, IN rRONT 6 HOOK STRIP AS SWUM a, CLASS TNx.KsS HAT WARY PER REOUIRENNTS Or ASTM C12M CLASS CHARTS. DOOR W41 IS ANGRIMCD USING TEWEIEO GLASS D. U14LE MATE0 OR INSTLA:DG GLASS - III) JAND / SILL CORNED$ ARE TO K SEALED WIN A SMALL JOINT SEAN SEALER 11) SHW AS K.O'D. AI EA SET G INSTALLATION ANWRL NAL ALLOVNLE SKIN STACX TO K VA•. l3, ALL INSTALLATip) AKMWS MST # NADE Q CORRDS EN RESISTANT MATERIALS IT) ALI LAIIDN EMTSMOVING PANEL K r 3MSICNTS FIXED --.Cl RIALS CO EzwIGIUTIEHS ARE Af LISTED 0. ANCHOR CHART ON BACK OF IHIS SME:T. I 1.) NO- ALL CaawiGRAT O GSLISTEDADGVEARESHOWNON THIS DRAWING. NOWEVCI INS:ALLATIp A'. - D-!' 6 ION STRIP %TAIL Oft' TO INSTALLAiiIIN Cr ALL ANAROV[D EMX!:. ENT EXTERIOR ELEVATION TECTIOT' r a A i-IN' N!N. [ONIGRAiICNi 2 PANEL DOOR SHOWN IS) FLORIDA E. RUDERS IDAD SERIES 5.141K CLASS 40'.R ST sMoWN Tw15 PRINT ALSO ATw'rE' S70 I moo SERIES -0 soy SERIES. O A A D I LIBERALLY APPLY 7 CALI. KiNG UNDER SILL OR SET SILL IN BED !NSTALLAT[E:NANC OR Ol C31CRE : 3/15' DIA TA7CON SECTION A-.-. FE 12002 DESCRIPTION DATE IN I F L P I D A EXTRUDERS INT. INC. SANFePD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH €° SCREWSS DP_aWN SY: 33 I APPPOVED BY: I ATE: I2::7io: (SCALE: NT-. IDWG s`LECCZ_ S: : a D MASONRY OPENING ISE- I407ES) BY ETHERS CAULK B_TVEEN DOOR ILANGE L VOO^. It. CAULK ?ETVEEN PERIMETER WOOD BUCK L MAS'Y, OPENINGCAULKHTBYOTHERSDINERS STUCCO 4erO1HERS c I c v INS7ALLAIIEN ANCHOR 3/16' DIA. TAPCDN INSTALLATION ANCHOR RB SCREW KTYF, WHERE ONE ?Y WOOD 1APCONS ARE NDT REO'D.I PUCK BY OTHERS 1 1/4' MiN. EMBEDMENT SLIDING GLASS DOOR FRAM[ r 1/4' MAX. JAMB D , 1 SHIM SPACE INSTALLATION ANCHOR R8 SCREW Ii YP. VHERC IAPCDNS ARE NOT RED'DJ SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (7YP.) DOOR HEIGHT SLIDING GLASS DOOR FRSILLAME - D D • I , d A EMBEDMENT 1- 1/4' MIN. d TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS S. G.D. viDTH RMLM. SHIM SPACE 1 1/ 4' MIN. EMBEDMENT ONE BY WOOD r BUCK BY OTHERS CAULK BETWEEN 0 VDDD BUCK L MAS'Y. OPENING BY OTHERS SHIM AS RED'D. SEC NOTES) INSTALLATION ANCHOR 3/16' DIA. TAPCON Q CAULK BETvEEN DODR FLANGE L WOOD BUCK d CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR CAULK BEETVEEN 3/16' DIA. TAPCDN vODD BUCK L MAS'Y. OPENING BY OTHERS G CAULK BETWEEN SLIDING GLASS DOOR 1(OD; STRIP L HOOK STRIPWOODBUCKQ1-1/ 4' MIN EMBEDMENT G V DNC 8Y WOOD RS BUCK BY DINERS STUCCO i BY OTHERS lRIc41 T1111fiNid ARM` B.O.A.F.7EMPERED GLASS SECTION B AG77U AN (TYP) SLIDING GLASSODOR INTEiRLOCK MASTER FILEHOOK STRIP DETAIL N DOOR MATCRIAL- ALUMINUM ALLOT 6061 2) I&PCON TYPE INSTALLATION ANCHORS MUST DE Or SUFFICIENT LCNGIM TD ACNIEvC HIM CMHE DCDNT Or I-1/4' IM1D HAS"' OR CDNCRCIE. 31 ALICRNATE 7APCON INSTALLATION ANCHORS FRONT TO D&CK IN ALL FRAME NEN SRS. 7APCON ANCHOR CHARY ON RACK or TMIS SHEET. 51 USE SIL1CO" C KRTII[ EAULR DENIMD DOOI rL& 'C AT HEAD L ""2S. 6) USE SILIC'"IZCD ACRrLIC CAKAK rDR KRIK7CR SCAL AROUND EX7ERIOR Or DOOR 7) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANIITT LISICD WITH NEXT LARGER SISE. GDR THE APPRD RIAT' [SIGN PRES. RED'R DN FOR OCKET DOOR SIZE USE CLGSCSI BYPASS DOOR SIZE L COWICAA71EN TO rUJSHED OPENING PLACE 1APEONS. IN FRONT OF HM STRIP AS SN DVM GLASS THICKNESS MT vARl PER REOUIRENENTS OF &SIN LINO GLASS CHARTS ID) ALL FACTORY APPLIEANCHOROLESTOTKs1GNAIEDFORTAKONANCHORSH0LODEFILLCOWITHADSCREWS Or SUrr1CIENT LENGTH TD PROVIDE MIM 4/D• EMBEDMENT 1.70 WOOD BLOCK. lu DOOR WIT IS APPROVED USING IENPERED GLASS IN SINGLE GLAZED ON INNSLAAIINC GLASS. 12) AAND / SILL CDRNCRS ARE 10 DC SCALCD VMH A SHALL ANT SEAM SEALER. 13) SHIM AS REO' D AT EA ET Or INSTALLATION ANCHORS. MAX ALLOWABLE SHIM S1ALK TD DE 1/4'. I') ALL INSTALLATION ANCHORSRUSTDC —11C Or CORROSION tCS:SIANT NATCRFALS 15 WHERE w REPRESENTS ND.INC PANEL AND 1P REPRESENTS rIXED AHEP L ARDvC0 CONFIGURATIONS ARE ASLISTEDONANCHORCHARTONRACKOrTHISSHEET. 16) 107 ALL CDWI"ATIONS LISTED AD)vE ARE SHOWN ON THIS DRAVING. NOWCVCR I.STAL1.110N EXTERIOR ELEVAIIDN SECTIONS '&-A'. •D- D' L NOOK S7RII DETAIL APPL1 TO INSTALLATION OF ALL APPRDvCD 2 PANEL DOOR SHOWN COW IGIRAITEMS. 1)) INSTALL ONE 1APCON IN EACH PAIR OF r&CTDRT APPLIED INSTALUNLESS LATION HOLES UESS NOTED DTKRWISE ONKANCHORCHART SCE SX OF THISSHEET. ID> FLORIDA EXTRUDERS FOOD SERIES SLIDING GLASS DOOR IS INC... THIS PRINT ALSO APPLIES TO 2000 SERIES AND SW SERIES. d • • D ' REVI DESCRIPTION DATE INI' EXTRUDERS CAULKING APPLY F L 0 P I D A INT. INC. CAULKING UNDER SELL SANFORD FL. ORSETS;LL IN ?ED INSTALLATION ANCHOR OF CONCRETE 3/16' D3A. TAPCDN TITLE: SLIDING GLASS DOOR SECTION A -A , INSTALLATION WITH TAPCONS DPAWN BY: BB APPP.OVED BY: i. ti •1!r!A n • ter n) r r TAPCON ANCHOR, CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD S SILL OUANTITIES IN IN EA. HOOK STRIP SIZE ANDSIZE UP TO 46 PSF TO 61 PSF TOUP 70 46 PSF TEEA.JAM]BOUANTITIES UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70PSF 45 PSF 60 PSF45 PSF 60 PSF 70 PSF 4068 Xx, OX. x0 48 X 80 3 3 3 4 4 4 3 3 3 4 4 45068xX, Ox. xO 60 x 80 3 3 3 4 4 4 3 4 56068Xx, Ox, xO 72 X 80 4 4 4 4 4 4 3' 4 5SD68xx, OX. XO 96 x 80 5 5 5 4 4 4 3 4 510062xxOxx0120x80670) a 4 4 5 65080xx, Ox. x 60 X 96 3 3 3 5 5 5 4 6080 Xx,•Ox, xO 72 X 96 4 4 4 5 5 15 4 5 6 8080 xx, Ox. XO 96 x 96 5 5 5 5 5 5 4 6 6 0 xx x x 120 x 96 6 7 5 5 5 4 6 6 SOI00 xx, Ox. xO 60 X 120 3 3 3 6 6 6 5 6 7 60100 xx, Ox, XO 72 X 120 4 4 4 6 6 6 6 I 7 8 Soloo XX. x x 96 X 120 5 6 6 7 (D1) 6 8 9 9068 Ox0 109 1/8 x 80 5 5 6 4 4 4 3 4 5 12068 Ox0 145 1/8 X 80 7 17 9 02) 4 4 4 3 4 5 15068 OXO 191 1/6 x 80 8 10 () 11 c) 4 4 4 3 4 5 9060 Ox0 12080 OXO 09 1/ x 6 145 1/8 x 96 7 5 8 cDI 6 9'S 2) 4 a 6 6 6 15080 Ox0 181 1/8 x 96 6 5 5 5 4 6 6 90100 LIM 109 1/B x 120 5 5 6,± 1 •' 6- •' nSc"u Dll 6 I 8 10 120)00 OXO 145 1/8 x 120 7 6 6 7 (DI) 6 8 10 9068 xxX 106 5/8 x BO 5.-:..-.. a 4 — 4 3 4 5 12068 xxx 142 5/8 x 80 7 7 8 (DI) 4 . 4 4' a 3 4 5 xxx 178 5/8 X BO 8 1 d 4 3 4 5 9080 xxx 106 5/8 X 96 5 5 6 5 5 5 4 6 6 12080 XXX 142 5/8 X 96 7 8 (DI) 9 (D2) 5 5 5 4 6 6 6 615080xxx1785/8 x 96 E O 5 5 5 4 90100 xxx 106 / X 120 5 6 6 6 17 6 6 8 8 I t0 tolaolooxxx1425/8 x 120 7 n;) 1( 6 6 7 10068 OxxO 119 5/8 x 80 6 6 7 (DI) a 4 a 3 4 5 12068 OxxO 143 5/9 X 80 7 7 8 (DI) 4 4 4 3 4 4 5 516068OXXO1915/8 x 80 9 10 (Dt> 12 (D3) 4 4 4 3 10030 uxxu 1 7 C 5. b 6 7 (D1) 7 I 4 b 6 b 612080DxxO1435/8 x 96 17 8 (D1) 9 (D2) 5 5 1 5 4 6 616080OxxO1915/8 X 96 9 14 ( S) 5 5 5 4 100100 OxxD I1 5/ x 120 6 DI) 6I o 7 (DI) 6 8 10 120100 OxxO 143 5/8 x 120 7 9 (D2) 16 1710 cD3> 6 6 7 (DI) l 6 8I8 t0 160100 OxxO 19l 5/8 x 120 10 (Di) 13 (64) 16 (D7) 6 6 i (D1) 6 10 1068 xxxx I I 3 4 516068xxxx2891/4 X 80 9 (DI) 0 (D2) 2(DD4) 4 4 4 610080xxxx111/4 x b 6 7 (DI) 5 5 4 4 61 I 6 12080 xxxx 1141 1/4 x 96 7 8 (DI) 9 02) I 5 I 5 15 I 4 6 616080xxxx1891/4 x 96 9 (DI) a ( A) 5) 5 5 5 6 8 t010000xxxxI1171/4 x 120 6 16 1 7 (DI) 6 1 6 I c ll 6L%0100 xxxx 141 i14 x 120 7 S (Di) 10 cD3> 6 5 7 (D1) 8 10 160100 XXXX 1 189 1/4 X i20 10 (D2) 111 11 (Dc; 1 15 (TJ7) 6 6 7 (D1) i r I1 1 10 Fc 24 ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'DI, THRU 'D7' DESIGNATES IN WHICH SIZE & CONFIGUREATIONS TWO TAPCONS ARE RE O' D. 2) 'DI' MEANS, INSTALL TWO TAPCONS IN ONE SET -OF INSTALLATION HOLES. 3) 'D2' MEANS, INSTALL TWO TAPCONS 1N TWO SETS OF INSTALLATION HOLES. 4) 'D3' MEANS, INSTALL TWO TAPCDNS IN THREE SETS OF INSTALLATION HOLES. 5) -D4' MEANS, INSTALL TWO TAPCONS 1N 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 S SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD B SILL. Ii: SECONDLY. AT EACH END OF HEAD L SILL NEAP- JAMB CORNER., IF NEEDED. C: LOCATIONS 1N HEAD 6 SILL OTHER THAN AS LISTED IN A L B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN JAMBS. B: SECONDLY, AT EACH END OF JAMBS NEAP, HEAD a SILL CORNERS. C: LOCATIONS 1N JAMBS OTHER THAN AS LISTED IN A L B. r EXTRUDERSfLP, L A INT. INC SANFORD. FL rn u SLIDING GLASS DOOR. TAPCON GLASS CHART FE m2l rn K 17--- B3 0:/!4/0: N.T.S 644-16 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES WDW, WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 31 27 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCA71ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 d% -0w-M GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 44( 17 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 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-03W yy CA020036 JAN. 11, 02 01-1201 MULLION ANCHOR BRACKET WINDOW FRAME SILL TYP.) . WINDOW FRAME HEAD TYP.) INSTALLATION ANCHOR TYP.) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET SEE NOTES --12 & #3 D C DWG NO: GEN-0453 INSTALLATION ANCHOR TYP.) MULLION ° 1-7/8' DIE NO. 1447 r, 4A,PPOUPRA(i, D SUBSTRATERAlf v ACTURER NAME: MULLION a NCh DIE NO. 1447 D 1-7/8' v @XA TER FILE # 6 v SECTION B—B D SECTION A —A NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. I m EXTERIOR 2) IN MASONRY CONSTRUCTION, CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS B OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING, 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS k' r TITLE' FIN HORIZONAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO, 1447 DATE• ELEVATION s AREA' ---- T---- 3/ BB ' ' 17/02 vT/FTi ---- SCALE w L ---- ' r+aGEN-0453HALF cppgRAff•&, VO'I+pROOUCI TECW40LOGY CORP., 2W INTERNATIONAL Rcvr.", HEATHROW. FLORICA 32746 PHONE 407-B05-0365 FAX 407-BOS-0366 AN GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM C4 (I 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 #W7 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSR PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365/ FAX 407 805-0366 CA020040 12-Jan-2002 01-1201 DfNG No: d-0450 MULLP ANCH, BP, ACK WINDOW FRAME JAMB TYP.) STALLATION CHOR YP. ) S SELF TAPPING SMS (TYP.) MULLIUIN DIE NO. 1448 SECTION A -A MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) v v SEE NOTES a a o # 2 & T SUBSTRATE f 1 A A SECTION B-B MULLION ANCHOR BRACKET B -- U A T I 0 N MANUFACTURER NAME.- EXTERIOR ELE CAEZAL 4q u.M zipz :. NOTES: MASTERSER FEE 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 DETAs_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: APRW: ---- 3/1DATE: r 7), _ 7 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD ---- ORN: JS FRAMING. WT/FT: ---- I SCALE: HALF MATL: ---- DWG r,o:GEr.-C-_0 PREPAPED ay: PRODUCT TECNNOLOCT CORP.. 250 INTERNATIONAL PKWT, MEAT„RO.. FLORIDA 32746 PONE 407-005-0365 FAX 407-!-C`" GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.W. SIZES WDW. WTH. > WDW. HGT. V 18.000 24.000 30.000 36.000 48.000 53.125 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY. PRODUCT d APPL CAMN ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 WS-OM I FAX 407 805MW CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Q &?/ FIN VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 378 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020038 JAN. 11, 02 01-1201 IL MIAMIZAE* NIIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING . BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORMA 33130-1363 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 FAX (305) 375-2908 Premdor Entry Systems CONTFUCTOR LICENSING SECTION 911 E.. Jeferson, P.O. BOX 76 (303) 373-2327 FAX (303) 373-2333 PlLkurgh ,KS 66762 RECEIVEDi coNNF TiL%cToit RORCFAIENT uIVISIov 303) 373-2'WFAX (305) 373.2908 IJ t"rJ 1 1 2!tZ1 rRouucrcovTROLDIVISION 303) 375-2902 FAX (303)?72.6339 Your application for Notice of Acceptance Enter 6-$ S-W/E Inswin Opaque Sin 1 w s sid yll;a's n ulated Steel Door gygg K *A under Chapter 8 of the Code of Miami -Dade Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314,16 EXPIRES: 04/02/2006 Raul tcoarigucz Chicf Product Control Division THIS I$ 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. 11 APPROVED: 06/05/2001 t\ 404S0o01\pc2000\\templates4wtice acceptance cover page.dot Arm. Francisco J. Quintana, R.A. Director Miarni- Dade County Building Code Compliance Office PROOUCT PERPORMRnce BRTR HURRICANE" IL ffM•EDGE STEEL DOOR In WOOD FRRmE PRODUCT CERTIFICRTIOn SHEET Valid for the following side -hinged door arrangements: DOORS -eta- nomim HEIGHT: 61 I&I Col LEI y s 11 III . III 111.4: 6 .. h. Single Door with Sidelite Single Door with Sidelite Single Door with 2 Sidelites (Double Doors on Hinge side on Strike side DOOR STYLES: 1313 0 0 K o0 go o0 0 Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel Roo 9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIDEUTH STYLES: oo o0 0 go 00 0 00 00 go go 680 Series 129 Series 200 Series 12R,12L, 23R, 450 Series 152 Series 149 Series 23L, 24R, 24L Series \, DP }-1 v -11v,1? IMPRCT "l am MULTI ME_3TL_WD OP Entergy-. Entry Systems wreaoNnufn wea+Ta aoeumHwrs.,m«r n.+40 ,"~loft d"I" and woad &W *vW a M "" .W." nede,. IL Premdor EntaSystems ACCEPTANCE No.: 01-0314.16 APPROVED JUN n 5 gnm EXPIRES ADM 02. 2006 NOTICE OF ACCEPTANCE. SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.18 which was issued on April 28, 2000. It approves a residential insulated door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do . not exceed, the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-W/E Inswing Opaque Single Residential Insulated Steel Door with Sidelites — Impact Resistant Door Slab Only and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1020-EM-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Steel Edge Single Door with Sidelites in a Wood Frames with a Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01115100, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of single door only, as shown in approved drawings. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non -habitable areas where the unit and the area are designed to accept water infiltration 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): 4.2.1 Door: the installation of this unit will not require a hurricane protection system. 4.2.2 Sidelite: the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South on Building Code SFBC) in order to properly evaluate the installs f is s t m Man el Perez, P.E. Product C r Examiner Prod ontrol Division e 2 y Premdor Entry Systems ACCEPTANCE No.: 0.1-0314.16 APPROVED JUN_O 5 ?OOI EXPIRES April 02. 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data; engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted,. is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of.the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP NC Manuq Per z, P.E., Product Co ro Examiner Prod u ontrol Division 3 li i n PREMDOR (ENTERGY BRAND) STEEL EDGE SINGLE DOOR WITH SIDELITES IN WOOD FRAME WITH BUMPER THRESHOLD INSWING) 100' MAX 4' MAX 4' MAX ' MAX 4' MAX— AX 4' MAX 3' MAX 3' MAX 15, 3' MAX 14' 3' MAX MAX MAX 'C' B MAX 4' MAX- 15' 'MAX 15' MAX 15' MAX O,C. A 15' MAX A 6' MAX 22, i MAX l5• MAX 64' DLO MAX MAX 14 ON Isl.-HI 17m— JI DH HIHGEg KVIKSET pEADBpIT OR HA LOC SERIES OR MARLOC DCApBOLT MODEL 820 r-5 1 /2' KVIKSET LOCKSETJ MODEL DL200 SERIES OR MARLOC LOCKSET MODEL 100 ON HBIGES ME 14— F14' MAX MAX B' 15' 15'j MAX MAX 43 I 16' TOP OF DOOR TO q F LOCK ll5' MA 4' MAX 3' MAX 3' MAX MAX 3' MAX 3' NOTES: 4' MAX 4' MAX 4- MAX MAX 1.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2.) THE PRECEDING DRAWINGS ARE INTENDED TO QUALIFY THE FOLLOWING INSTALLATIONS. A. WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. L.H.INSVING R.H.INSVING B. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL WOOD DUCK. C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE MASONRY W TH OR WITHOUT A NON-STRUCTURAL BY WOOD VUCK. ALL ANCHORING SCREWS TO BE 1110 WITH MINIMUM 1 1/2' EMBEDMENT INTO WOOD SUBSTRATE Illy [@ IL'1'YBL'i>•:{:]11 i 1r.>iiisl tBurlJi B/rl®moo'%Ili.i Wild r;1211 tilzll> 1 OR 3/16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT a UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR INTO MASONRY. OVERHANG SUCH THAT THE ANGLE 'BETVEEN THE EDGE OF CANOPY OR OVERHANG 4, UNIT MUST BE INSTALLED WITH 'MIAMI-DADE COUNTY TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN APPROVED' SHUTTERS NON -HABITABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED TO 5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT,VATER INFILTRATION. AND DOOR, THREE STAPLES PER JAMB INTO BASE ON SIDELITES. 6. LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE JAMBS AND SIDELITES. Sigl 7. DOOR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE Terns TT CORNERS ARE COPED AND BUTT JOINED, 8. DOORS SHALL BE PRE -PAINTED WITH A VATER-BASED EPDXY RUST 1 I/2' MINIMUM EMBEDMENT ER HEAD L ;Il (6) PER JAMB RNATE: 7/16' P H TAPCONS 2' MINIMUM EMBEDMENT 1 (SEE tOTET5PLES A 80 11/16' MAX MAX 8 x 1 3/4' F.H.W.S 3) PER SIDE FROM JAMB INTO THRESHOLD APPA,iVED AS COMPLYING WITH THE SOUTH F UILOING CODE OA E 1 ev Wit" Jlla PRODLfTCONTROL DIVISION U BUILDING CODECOMPLIANCE OFFlCE ACCEPTANCE NO.01- 0314.1 InINHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.0 TO 1.2 MIL. PRLMOUR LNIRY SYSILMS 31-1020-EM-1 9. FRAMES SHALL BE PRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ 11LorteD VATER- REDUCIBLE WHITE PRIMER VITM A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. H a wy SHEET I Of '6 romuIQ C 1/2" GLASS BITE INTERIOR SEC 1 IUN A -A INSWING GLAZING DETAIL ERVTN VILLTANS MA JERLOt_GRATE LATEX CAULK /`C7 TEMPERED GLASS OTHER CONFIGURATIONS APPROVED ASCOtAPLYQ GWITH THE SOUTH FLJ Q MGCODEU 1l DATE , OM * M'M Et ' EC naao LttilT DEL ui ci*L Rti BY PROW XCOtITROI DMSION SMDING CODECOALPLIANCE OlMaf.. FPTANCE NOj2 -U31- j 1 PRLMDURNY Y IN L EMU 14TISMIS S n 1- 1020-EM-I SHEET 2 OF 6 rya uim c ox uxo OTHER DOER CONFIGURATIONS so X0 CITRMIX MIS A.W'F r j:sc!"?ApLynjmWrv%%j"TH THE FNGINEFR-- kx 'ICODE UTW p ei PREMjpDDI PR C 'TROL VZS*" 11 c IFfIRSDI BLLDIrrXV 0MWPLANCEN0FFWE PITTSMKS6ACCEPT10.0- . 1 Iqmmmw-, E 16, 31- 1020- EM- 1 SHEET 5 OF 6 Fv-mlm LETTER M 1/4' SHIM MAX r- 3/4' 80 11/16' MAX I INTERIOR 79 5/16' MAX SECTION B-B 2 BY WOOD BUCK 1 1/4' EXTERIOR MATERIALS LIST ITEM NO. DESCRIPTION PART NL94BER COMMENTS 1 MOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 20 COMPRESSION VEATHERSTRIP EM-25 LQCKSCREEN BRAND LOXSEAL0 (BRONZE) WOOD STRIKE JAMB M- 1 i/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' 5 TOP CHANNEL EM-08 PREMDOR BRAND - 1 11/16' - 20 GA STEEL ST E SKIN 26 go. all 124 -xo) IM r[t S Jim AR iMl))[SS Rl 916tE 411 [[IDII q 8F 7O PnLYURETHANE FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 lbs./ft' aO BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 1 WOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT ' IO STRIKE STILE EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL it HINGE STILE EM-05 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 12 LOCK PREP FILLER PLATE EM-10 PREMDOR BRAND - .050' THICK- MiL. TO BE POLYETHYLENE 13 4'x4' HINGE EM-16 HAGER BRAND HiNGE OR EQUIVALENT - .097 THICK (STEEL) t4 WOOD HINGE JAMB EM-13 11 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 15 NIO-24 x 1/2' F.H.M.S. 4) SCREVS PER HINGE INTO DOOR 16 10 X 2' F.H.W.S. 5) SCREVS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' VN F TUP MAX 18' D.C. THEREAFTER 10) SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOW FROM TOP AX 8' OL. THEREAFTER 4) SCREVS THROUGH EACH HINGE INTO DOOR JAMB 6) SCREVS THROUGH EACH SIDELITE JAMB INTO SIBELITE, 4' DOVN FROM TOP, MAX 15' (LC_ THEREAFTER 17 16' PFN iAP[O(S V/MDDIMUM 1 I EMBEDMEMI3/1 ' PrM Y/NIMDVI 1112 M EMBEDMENT IC REFER TO ELEVATION VIEV, FOR I OF SCREVS USED AND LOCATIONS t8 SIDELITE WOOD STILE EN-28 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT 19 8 x 2' F.H.W.S. 2) SCREVS AT EACH STRIKE PLATE LOCKSET KWiKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 1 NOT USED ON THIS MODEL WOOD SIDELITE JAMB EM-19 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 1 1 / 4' 22' X 64' SINGLE PANEL GLASS EM-20 TEMPERED GLASS IN POLYPROPYLENE FRAME- DC-1643 - (ODL-2 RGLASS SIDELITE TRIM (WOOD) EN-21 5/16 x 1/2' MTL. TO BE PINE OR EDUIVALENT 5aE WOOD CASING EM-22 1/8' x I' MTL. TO BE PINE OR EOUIVALENT - ITEMS ARE MOLDINGS USEFOR 'SIDE BY SIDE JAMBS' AS KXL10NS WOOD SIDELITE HEAD JAMB EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT WOOD SIDELITE BASE EM-24 11/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE LITE FRAME 1643, ODL-2 HP Potypropylene by ODL 6 X 1 1/2' PAN HEAD SCREVS 16 PER FRAME FROM EACH C0KR AND NOT0EXCEED14' OC ING 10rERE AFTER. PIN NAIL 4' LONG MAX, V IN FROM END, MAX 8' 01- THERAFTER, USED ON MULLIONS AND 101 DOW SILICONE #995 LIMITS: UNLESS NOTE@, FRAC DEC EXTRUSIONS UNLESS NOTED. STII COWL. Ill 6Y1/ PR ROL [MVISION BURDMNC CODECOMPI WW ACCEPTANCE I40._QL . REMDDR ENTRY SYSTEMS 31-1020-EM-I 911 C. SJI ,KS.6 n SHEET 3 OF 6ERSON PITTSBl1RG, KS. 66762 REVISION LEITER B m 2 BY WOOD SUCK 1/4' SHIM MAX 3/4' 79 3/16' INTERIOR MAX 80 11/16' 64- MAX MAX DLO 2 BY WOOD BUCK SECTION EXTERIOR PLEASE SEE 'GLAZING DETAIL' DRAWING #31-1020-EM-I SHEET 2 OF 6 1 1/4' DOW SILICONE #995 4 9/16' APPROVEDAS COMPLYINGWITHTHE C-C :DAAPR iDMSION BUILDING CODE COMPIY"" OFFICE ACCEPTANCE NOC4 UTHER,D OUR PANEL 36" MAX 013 Sol 79 /16" DD DD DD 1D1 MA$X _ log]DD DD 101 BLANK TOP 6-PANEL 4-PANEL 9-PANEL 4-PANEL STYLES 00 oou DD ®a® 1111 1 OOD 00 Ono 00 ID -PANEL 18-PANEL FLUSH 8-PANEL CROSSBUCK 12-PANEL OTHER SIDELITE STYLES 30 IrMAX 79 F/16 M/1 a o 0 SL-10 SL-20 SL-30 SL-60 SL-50 SL-50B SL-69A SL-690 SL-69C SL-25 SL-55 DD' oD DD DD DD DD DD DD DD DD DD DD 00 DD PD-1 PD-2 PD-3 PD-4 PD-5 PD-6 PD-7 PD-B PD-9 PD-10 PD-11 DDlog go go go 00 o DD DO DD 4-PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANEL EYEBROW V/SCROLL EYEBROW EYEBROW V/SCROLL SL-30D SL-4D SL-90A SL-90B SL-90C SL-30B SL-30C SL-70 IN0 gi 'o go PD-14i 1 1 nt i! i! ' 'i!r. 1i11 111 =- ./. '_ .1 It 1Pn1ii/i o 1i ,. 111 iii lil>11,; 111 111 tit li,A! ttt ; I1i, a; :11 ttt 111 ;1i,i 111 111 PD-18 PD-11 PD-20 PD-21 PD-22 PD-23 PD-24 PD-25 PD-26 PD-27 PD-28 PD-29 PD-30 PD-31 LDRiS 1KESS Oft, rK 11L EXIRDSIIIi KISS 101E1, S11 ED1L 111 t11D D ° R_ ,_p opp oonpp o o ° PREMDDR ENTRY SYS0DD0 D U DU D U D D 911 L O RiDI PD-35 PD-36 PD-37 PD-38 PD-39 PD-40 PD-41 PD-42 PD-43 PD-43A PD-43B PRISM fi&Q PD-32 0 SL-00 w. 31-1020-EM-I OF -' SHEET 6 OF 6 Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey CURVE DELTA ANGLE RADIUS ARC TAMGENT CHORD CHORD BEARING " C 1 19005'48" 75.00' 25.00' 12.62' 24.88' N 24°18'12-W C 2 14045'01" 75.00' 19.31' 22.82' 19.25' S 07°22'48-E C 3 90°05'05" 50.00' 78.61' 50.07' 70.76' N 45°02'50"W LINE BEARING DISTANCE LOT 51 L I N 42° 26 ' 00 -E 59. 30 ' L 2 L 2 S 00°00'17"E 53.50' L 3 S 61°26'00"W 27.07' LOT 49 0B" GRADING a z 6. Ill SO. FT. N 9.3OD 9.2 18.7COV. ODPORCHo lit n 16.3' DOVER 1614 tippELEV. A.B d C N SINGLE FAMILY m RESIDENCE N FIN. FL. ELEV: Q 14.6 0 LOT 48 LOT 50 OD V 9.3S.0' C+1 4.7 LIL!J a v v, N I') N 5< N x 20.09.2r3.7 i i tl t O. Gl Cry Fq Max Coverage - 62 x s Fy N SETBACKS: UFront25' Rear 20' 19TE DATA Side 5 ' Corner 15' WROOLIS SO FT. . 48 Minurllrrl lot Width 50' LOT S0. FT v N IMPERVIOUS AREA - 2.922SO. FT. Note: Bearings shown hereon ore referenced to the CIL or as being S 89°5438-W. P.C.P. Vertical datum is based on NGVD per Er ieerrng construction pkxubyNedHiIIerEixiwering. kic. J, Job Number 2001. C/L CITY OF SANFORD 50' R/W) TRACT "F " PRIVATE ROADWAY LEGAL DESCRPTKJ!` k Lot 49 " V E N E T I A N BAY occorang to the plot thereon as recorded in Plat Book of pages - of the Pubk Records or Serrmole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X- P . according to the Flood 6suronce Rate Map Commini y Ponel Number120289 S 0035E.Dated04117195, 69°54'38"W City ofSanfordConmulyNunber120294) I REFERENCED BEARING Legend General Notes: 1. This is a BOUNDARY SurveyProposed performed inthefieldon(assumed Temporary Benchmark datum) 01S O. R. B. Offset Official Records Book 2. No aerial, surface or subsurface utility installations, underground improvements or Bow Back of sidewalk Pe Po Pat Book Point of Curvaturesubsurface/aerialencroachments, it any. were located. Y Cn. Centerkne PCC. Point of CompoundCurvature 3. Buildingtiesshownaretotheexteriorunfinishedfoundationsurfaceorformboard. Angle A ltDor (ea) n d CentralCALCCalculated 9 P.C.P. Permanent Control Point 4. Elevations shown hereon, it any, are assumed and were obtained from approved B CChord BearingPage Construction plans provided by the Client unless otherwise noted, and are shown CB Chord P.R.M. Permanent Reference Monument only to depict the proposed oractual difference in elevation relative to the assumed C M. Concrete Monument an y Line temporary Benchmark shown hereon. EL. or ELEV Elevation P P.O.B. PPoint Point of Beginning ofCommencementnr 5. The parcel shownhereonissubjecttoalleasements, reservations, restrictions, and p % FINAL EL. Elevation (Measured) P.I..l. Point of IntersectionRights -of -way of record whether depicted or not on this document No search of the Fn Found PRC. Point of Reverse Curvature Public Records has been made b this office. y Fin.Fl. Elev. Finished Floor Elevation I P PT. Point ofTangency 6. The legal description shown hereon is as furnished by client. Iron Pipe I R. Iron Rod RRadius 7. Platted and measurod di3tences and directions are the same unless otherwise noted. L Arc LengfA RAO Radial Line Denotes X* Lon rod with yellow plastic cap marked LB4937 or LS3182, or LS Licensed Business REV, Residence W iron rod w. Vh red plastic capmarked 'Witness Corner" TS M Temporary BenchmarkRAtVWay O Denotes P.C.P. (Permanent central point) NIO(N&D) Nail and Disk TVP. Typical Denotes Permanent Reference Monument N.R. Not Radial r/_ Fence symbol (see drawing) X--X- Fence symbol ( see drawing) a ca n: of valid without t e tun and the original raised seal oI a Florida licensed Surveyor Map r D ro e n by: CM rvey meats the requiresor. th kxida Minimum TechnicalCh • c k • d 6 y : OP Sfanda sas contained ! Ch r 61 8 Florida Adminishafi Coda. P r • p o r • d For : MORRI SON Sketch on Legol DescriptionJobNumber: 02.017-02 t aA This is not a Survey Scott : 1*- 30' p William A. Herz, P.L S. FMplot parforwed: 06-12-03 F o n doro nrldaRegisLa»d SurveyorNo. 3192 i Survey: Dare@ L. Prxemieniecki, P. S.M. Reg!sf ion u Surveyor end Mapper No. 6030WilliamR. Herx, P. S. M. Registered SuRayor and Mapper No. ti092 F ! n Revi sions 1 Survey Herx 6 AssociatesInc., State of Florida LB 4937