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Home My WebLink About182 Venetian Bay Cir 04-430 New SFHPERMIT ADDRESS V41 AP CONTRACTOR Morrison Homes ADDRESS 151 Southhall Ln #200 Maitland, FL 32751 407-257-6940 CRC 041929 PHONE NUMBER PROPERTY OWNER PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION A A& Akw**40 PERMIT # J)q DATE PERMIT DESCRIPTION A14A4) PERMIT VALUATION a 20()4 it SQUAREFOOTAGE Zmo A 0 0 M CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 182 VENETIAN BAY CIR for which permit 04-00000430 has heretofore been issued on 11/25/03 has been completed according to plans and specifications filed in the office of the Building Offal prior to the issuance of said building permit, to wit as lt d1 Gu(R 'U'! t/ complies with all the building, plumbing, electrical,u zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled 3.31•) ot_ ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water ENGINEERING: Drainage Lf.1 Maintenance Bond PUBLIC Street Name Signs Storm Sewer Street Work WORKS: DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE DATE APPROVAL FIRE: Inspected Sewer Lines In Sewer Tap Street Paved Street Lights Driveway FEES PAID DATE AMOUNT 12 16 03 11/25/03 1/06/04 12/10/03 11/25/03 11/25/03 11/25/03 11/25/03 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 182 VENETIAN BAY CIR for which permit 04-00000430 has heretofore been issued on 11/25/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No O1-POLICE IMPACT - RESID O1-RADON GAS TAX FEE O1-ROAD IMPACT FEES O1-RECOVERY FD/CERT. PGM. O1-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 11/25/03 91.93 11/25/03 14.45 11/25/03 847.00 11/25/03 14.45 11/25/03 1384.00 11/25/03 650.00 11/25/03 1700.00 OWNER ` BUILDING OFFICIAL / JVrE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 03/30/04 04-430 182 VENETIAN BAY CIRCLE VENETIAN BAY MORRISON HOMES KEVIN 407-832-5990 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering Public Works 1 Utilities r k - ¢/t/o 4 A. Swtn" DFire ElZoning _ ElLicensing N/A N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 6eu = / un + 40 393-74 Ir vg)--& 3 s-oy- CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 03/30/04 04-430 182 VENETIAN BAY CIRCLE VENETIAN BAY MORRISON HOMES KEVIN 407-832-5990 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering 0 Fire N/A ea yy a Cnvr, ublic Works..-3 DZoning N/A Utilities Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 10-`,C, Q ®' SINGLE FAMILY RESIDENCE****. 4\ 0' V1 , 03/30/04 04-430 ,Q 182 VENETIAN BAY CIRCLEW 3 VENETIAN BAY I 2 MORRISON HOMES U CL KEVIN 407-832-5990 LZ I I I I I I I u c I C I LAM I 1 CU v C I CL N .2 ' L C p a O 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 0Public Works O Fire N/A OZoning N/A Ilities vt o OLicensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) March 24, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 40 Venetian Bay, 182 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 182 Venetian Bay Circle, Sanford, Florida 32771 Legal Description: Lot 40, "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 . Cvyl Darae L. Przemieniecki , r.M 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 182 Venetian Bay Circle CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 40 "VENETIAN BAY " PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or N NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 1120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREMSED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined N Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in 69: N 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 N No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' N Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, ARIAO Complete Items C3: as below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes N No o a) Top of bottom floor (including basement or enclosure) 15. 5 ft.(m) ot<` o b) Top of next higher floor NA. _ft.(m) `n v a o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) o 0 o d) Attached garage (top of slab) 15. 2 ft.(m) E o e) lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 15.5 ft.(m) AC Service E o f) lowest adjacent (finished) grade (LAG) 15.4 ft.(m) z' 0 o g) Highest adjacent (finished) grade (HAG) 15.5 ft m) 3 ti 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. an) Fi. P essional 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 ZJP CODE 769 Douglas Avenue A Altamonte Springs FL 32714 TURF DATE TELEPHONE 3-24-04 407-78HW8 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 182 Venetian Bay Circle CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Note: Item C3 a on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. 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.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No 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 Sedions A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or communitymissued 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 1 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: _ _ fL(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Herx Jk 64880ciate8 Inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I N 00"00'00"E 60.00' L 2 S 00°00'17"E 60.00' R I VERV I EW AVENUE 4.44.4' L 1 1-6' BRICK WALL SET NAO zzz T LOT 40 - A- GRADING N 6. 915 50. FT. io. o 1 10. 01 FO 5 0/S 18. 0' N LANAI O m o 22. 0 ' n c Coko1971)^!- ln BROOKWOOD II t, p ELEV. A.B.0 d D ko c SINGLE FAMILY RESIDENCE n m FIN. FL. ELEV: 15. 5 n O 1. rn LOT 39 o LOT 41 Rimyn m rn z a y 11 vl7.0 M Ln No VI Ln10.0 IJ.a Ln 20. 0I0.0 m N NN VI V1 l J 23. 57' 0 5' Ln 0.4' O O P. N 00°00 17"W 273.87' - - - P.c.P. - \ REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50 ' R/ W) TRACT -F PRIVATE ROADWAY CITY OF SANFORD SETBACKS: ADDRESS: 182 VENETIAN BAY CIRCLE Front 25' Rear 20' LEGAL DESCRPTION.' Lot 40. - V E N E T I A N BA Y Side 5' Corner IS' according to the plot thereof as recorded in Plot Book 63. Mwminn Lot Width 60' of pages 84 - 88 of the Pubic Records of Seminole Cotnty. Florida. Note: Beormgs shown hereon are referenced to the CIL FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone -X" of VENETIAN BAY C1?CLE as being N 00°0077"W. according to the Flood hsurance Rote Mop Commutify Panel Number Vertical datun is based on NGVD per Engineering 1 2 0 2 8 9 0035E. Dated 04 117195. construction plans by Neal H I I I e r Engineering. Inc. City of Sanford Commuv y Nanber 20294) Job Number 2001. General Notes: / J 1. This Is a BOUNDARY Survey performed in the field on 2. No aerial, surface or subsurface utility installations, underground improvements or subsurfacelaerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of - way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon Is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes %"Iron rod with yellow plastic cap marked LB4937 or LS3182, or SS'Iron rod with red plastic cap marked 'Witness Comer. unless otherwise noted. O Denotes P.C.P. (Pem:anent control point) Denotes Permanent Reference Monument O 2003 lierx S Associates Inc. All rights reserved Legend Temporary Benchmark O/S ORB Offset OlRcial Records Book assumed datum) PB Plat Book BOW Back of sidewalk PC Point of Curvature C/L Centerline PCC. Point of Compound Curvature d Central or (Della) Ample P.C.P. Permanent Control Point CALC Calculated PG. Pepe Chord Bearing P.R.M.CB RPermanentReference Monument co ChordPA. Property Line C.M. ConcreleMonument P.O. B. Point of Beginning EL. orELEVElevation (Proposed) P.O.C. Point of Commencement FINAL EL. Elevation (Measured) P.I. Point of Intersection FD. Fin. Fl. Elev Found Finished Floor Elevation PRC. Point of Reverse Curvature I.P. Iron Pipe PT Point of Tangency I.R Iron Rod R Radius L Arc Length RAD Radial Line LB Licensed Business RES. Residence LS Land Surveyor R/W Right -of -Way Mee Measured TBM Temporary Benchmark N/D( N60) Nat and Disk TYP. Typical N.R. Not Radial 11-r1 Fence symbol (see drawing) X-X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Flsrl 11censod Surveyor and Mapper D r o . n b y : CM Tnlbr su meets the requirements of the FI a Minimum Technical Checked b y : DP S nd d contained In Chapter 61G 17-8 rida Administrative Code. CERTIFIED TO: p ANTHONYRODRIGUEZ6PreporedFor: MORRISON HEYLEY WOODS RODRIGUEZ Job Number: 02-017-02 MORRISON FINANCIAL SERVICES Scale 1 - 30' OF FLORIDA. L.L.C. plot Ian performed: OB 06 03 lam A, arx,P.L.S.Flonda sh of landSury rNo.3f82 UNIVERSAL LAND TITLE. INC. ,P P ep 1" o FIRST AMERICAN TITLE INSURANCE CO. Faun olion Surrey: I? 17-OJ Darae L. Przemienlerkl, P.S.M. Registered Surveyor and Mapper No. 6030 F i n o I Survey : 03 - 18 - 04 William R. Harx, P.S.M. Registered Surveyor and Mapper No. 6092 2 2 2 4 Revisions Herx 6 Associates Inc., State bf Florida LB 4937 MAR COUNTY 0!, 13-1,01TA11!,-:'X1, 0"'!AILD T:Y C:I-TY 3TAKMLNT KLMIER 103-Y570,j DATFa PA/0.3 t, 11 -1 DkULDItF PERMIT (CITIZ7 000mry NUO.R: AITU1 13 long ally 00aul,daniv-.1. PA AL - 1, g^ n0- KG 0 P0RCVLg AWDIVISEGGS its I 6J.0 - .................... PLAT ECOK: IT- PLAT 1 -0 41 -ec I< 1512 17J jt.......................................................... ADBRESSc lr........................................................... LOND LJOH CATECCRYs 001 - Ginglu Faoily DaLaLhed I&V 1HAI RevAdonlial Sinelo Family ibusus Poianhod - Cunstruction coo ----------- D A A E A -1 T- ------ R A I rl ----------- ---- T — T, t r s- DIST SCPECULE CESC. UNIT vF 1 SAW-------------------------------------------------------------------------- CO -WIDE 0 Owl unit $ 705.00 1 Q 70b.010 15=3 1--IrlrsYH 0 Owl unit C 112.00 1 5 10.3.011) LARPRY CO-WYDE 0 dwl unit 5 54.00 1 0 14.0o FA HKK ill co -WIDE 0 Owl unit $1,30%00 1 1 3,104.00 US c; L. 3: V 1''0 Y --------------------------- ICANTn FAILURE TO KUTIFY OWNUR ANDTO1RFcHIVIKGBIGPA Phym= MAY RESULT IN Y0JN LIABILITY FOR THE FEE. 000:' 14ISTRTKUTION2 I-ECUNTY 3-CIIY h"FWlChNT 4-COUNTY Awmirov:11 mc h4VESCO THAT THIF; IS; A f3ThTEnENT OY FEES WMICH Ott PAYAOLE PRICR TO ISSUANCE OF A DUSLDYKG PVRMXT. ALSO ADV)WEED THAT ANY RIONTS 0; THE A0PLACANT, 01 OWNTR:, 70.1-CULOTEE1• G CF IFE RCAD, KIBRORY SYSTEM PAD= VOZATION% (BQnJ) IM:SCT OPLB MUX DE EXLkCISED BY v I L I W:,I A W1•:I17GH RADIPST WXTHfM 45 COLEXCAR DAYU OF 1HE RE(':FXvEM) STGNATtU7 DnTE ADOVS, DUr NOY LATFR THIq CERTIFICATE OF OCCUPANCY 0 WCUPAKCY. TPH RECUFOT FOR REVIEW MUST MEET 1PE REPUCREPAHT2 (IF Tlik: L.OND D?MLAMPNLNf CODL. COPILS 07 1HT NO"ES GOVERNIN9 A&PEAUF; VOY PE PICVEn UP, OR KEnUESTE0, !RCM THE PLOM XPLErENTATION OVFXC&: 1101 LAST FIRRI STR00T, OnY"OnD, FLORIDn 327YAg (ROY) =-70,7% CIVI,l 0., 1 Pc;RK I-:CULD RE DY CFECK OR NONRY CRAER, AMD SVOULD RWFMUiM:;.-: m syhymwr WUMCR hND CITY DUILDYNG PERMIT KLUORR AT TH! TOP armys sifackavy m mu), civ.Y 114 00"iXiMEITION WXTH ASSUhNOE 07 A=,: VAMSLY GUILOCkO A ceptance of pe is on t t I notify the 0WIFf the property of the requirements of i w, 713. ec^ vo Signature of er/A Date Signature of Contra for/A Abatc m= a p ¢ e Print Owner/ a saOowry- Suite Print Contracto me Signature of No ry-State of Florida Date Signature of of Florida Date 0 Owner/Agent is v Personally Known to Me or Contractor/Agent is Personally Known to Me or e Produced ID AJA Produced ID A /A APPLICATION APPROVED BY: Bidg.& 11 Zoning: Initial & Date) Special Conditions: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) Permit # : Job Address: Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION / n — Date: E c o Zoning: Value of Work: S cv c Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS 150 Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair — Residentiallggrr Commercial Occupancy Type: Residential d Commercial Industrial Total Square Footage: 2a / d • Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel q: Owners Name & Address: Contractor Name & Address: Attach Proof of Ownership & Legal Description) Phone: 407,62q,00 Phone & Far:/lo7)6190077&07) k_AAPersW1161 VAAJW t.C*X — Phone-/}071,:2579?40 Bonding Company: AM Address: i1iQ ntt n C 7f1(li Mortgage Lender: Ay4 ii 1 •k.'= r `'+' Address: Architect/ Engineer: L IA1G nrj Phone: 4o7 Address: ad JA1 ft?04*_,Drft . R 3 kc 1. Fait Application is hereby made to obtain a permit to do the.vpf_k,and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 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 a found in the public records of this county, and there may be additional pp%its required from other governmental entities such as water management districjm tate agencies, or federal agencies. 0 8 N o m QJ o p 4 4 lw f g` r 49 When ready for pick up \ Please call Daphne 407) 257- 6940 Thank Youl Permit Number: " L U Prepared By Daphne Clark and 151 South Hall Lane. Suite 200 Return To: Maitland FL 32751-7172 NOTICE OF COMMENCEMENT. MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINME COUNTY BK 05088 PG 1335 CLERK'S # 2003199092 RECORDED 11/05/2003 01:06:10 PN RECORDING FEES 6.00 RECORDED BY L McKinley CERTIFIED COPY, MAPYANNE MORS18 CLERK OF CIRCUIT COURT INOLE U . FLORfMA State of Florida. NOV 5 2003CountyofSeminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: Lot Number Legal Description NETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 84-88, of the public records of Seminole County, Florida. 1p Street Address 0 Z y inG 7•tJ C G( ( VENETIAN BAY). 2. General description of improvements New single family residence Owner information :, a 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 5. Contractor: 6. Surety : N. A. 7. Lender: N. A. N.A. Name Maria Lisa Steiner Address 151 South Hall Lane. Tel Number 407) 629-0077 Fax Number 407) 629-5282: Suite 200 Maitland FL 32751-7172 8. Persons within the State of Florida designated by the Owner upon whom notices,or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13( 1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement : One year fi-om the date of recor in Date Signed :110 Signature of Owner's Agent, Maria Lisa Steiner: Sworn to and subs fore me this by Maria Lisa Steiner, who is personally known tole. V A • P&kv D. A. CLERK 4 t— MY COMMISSION A DD 214811 EXPIRES: June 27, 2007 Signature of Notary: Notary Seal: d O BondedThruBudgatNoteryServim LIMITED POWER OF ATTORNEY DATE: I HEREBY NAME AND APPOINT: DANKJe UHV, FPGD r IOH)N 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: A I v -i-- SUBDIVIS ON: ADDRESS: (P2 Vci•-7 AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARIA LISA STEINER AME OF CONTRA TO SIGNATURE OF CONTRACTOR) STATE CERT. # CR-CO41929 CONTRACTOR'S STATE REGISTRATION NUMBER) qosTAV 130TEs The foregoing instrument cknowledged before me this . DATE: / ) /J/ v 3 UANA EMIRO y: MY COMMISSION / DD 23MS BY: MARIA LISA STEINER ^R' P S: August 3, 2007 ctm aao, u,ae,,, Who is personally known to me and did not take an oath. STATE OF FLORIDA e COUNTY OF ORANGE. SIGNATURE OF NOTARY: NOTARY SEAL. Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I N 00°00'00"E 60.00' L 2 S 00°00'17"E 60.00' PALM DRIVE LI LOT 40 - A' GRADING 6 6.915 50. FT. 10.0 10. IB.0' LANAI O cn 22.0' OJ 1 1971 ) Ln BROOKWOOD 11 tp ELEV. A.B.0 A D SINGLE FAMILY RESIDENCE FIN. FL. ELEV: 15.3 LOT 39 ao o Ln Q 6 - P.C.P. CITY OF SANFORD rn CoN o I— Ln nm m m LOT 41 rri nlv, 9tn, z 7 L2 ti Ln PLANS REW. CITY OF-W N-00"00 17"WTL73.87' - - P.C.P. REFERENCED BEARING CIL 50 ' R/W) TRACT "F ' PRIVATE ROADWAY LEGAL DESCRPTION.' Lot 40. ' V E N E T I A N BA Y occord6ng to the plat thereof os recorded in Plot Book . at pages - of the Pubic Records or Seminole County. Florida FLOOD HAZARD DATA: The Porcel shown hereon ies within Flood Zone X-. occordng to the Flood hstrance Rate Mop Community Panel Number 120289 0035E.Dated 04117195. City of Sanford Community Number 120294) WFi9 SETBACKS: Max Coverage - 62 Y. Front 25' Reor 20' EDATA Side 5- ' Corner 15' RVIOUSSO. FT. - 46xMinimumLot Width 60' S0. FT. IMPERVIOUS AREA- 3.188SO.FT. Note: Bearings shown hereon are referenced to the CIL of os beatg N 00'0077"W. Verticd datum is bused on NGVD per i n?0ee79 construction plans by Ned H i I I e r Engmeerng. hc. Job Number 2001. Legend General Notes: Pro osed Temporary Benchmark as ORB Onset Official Records Book 1. This Is a BOUNDARY Survey performed in the field on p assumed datum) PB Plat Book 2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back o/ sidewalk PC Point of Curvature subsurface/aerial encroachments, it any, were located. C/L Centerline PCC. Point of Compound Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. n CALC Central or ( Delta) Angle Calculated P. 0 P. Permanent Control Point 4. Elevations shown hereon, If any, are assumed and were obtained from approved Chord Bearing PG, PageCB Construction plans provided by the Client unless otherwise noted, and are shown CD Chord P.R. M. Permanent Reference Monument only to depict the proposed or actual difference In elevation relative to the assumed C.M. Concrete Monument P/L P.O. B. Property Une Point of Beginning temporary Benchmark shown hereon. P ryELor ELEV Elevation P.O.C. Poinfo/Commencement 5. The parcel shown hereon Is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P.I. Point o/ Intersection Rights -of - way of record whether depicted or not on this document. No search of the FO. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature Public Records has been made b this office. Y I.P. . I.P. Iron Rpe PT. Point of Tangency 6. The legal description shown hereon is as furnished by client. I.R. Iron Rod R Radius 7. Platted and measured distances and directions are the same unless otherwise noted. L Arc Length RAD RES. Radial Line Residence Denotes %" Iron rod with yellow plastic cap marked LB4937 or LS3182, or LB Licensed Business RAyV Right-of-Way SS- lion rod with red plastic cap marked -Witness Corner', unless otherwise noted. LS. Land Surveyor TBM Temporary Benchmark O Denotes P.C.P. (Permanent control point) Mee Measured TYP. Typical Denotes Permanent Reference Monument N/D( N&D) N R. Nail and Disk Not Radial Fence symbol drawing) Y (seeX—X- Fence symbol (see drawing) Certification: Not valid without ature and the original raised soot of a Ftorlds l/consod Survoyo and Ma per sunray meets the requ "is of f Florida Minimum Technical Drown by : CAI Sta s es oonfalne In ter 6 17-6 Florida Administrative C Chocked b y : OP Propored For: MORRISON Sketch of Legol Descr ipt ion Job Number: 02-017-02 This is not a Survey Scale : 1-- JD' William A. Herx,P.L.S.Florida Replst dLand Surveyor No, 3tE2 Plotplan performed: OB 06 OJ Darsa L. Prremienleckl, P. S.M. Regis e d Surveyor and Mapper No. 6030 F o u n o t i o n Survey: William R. Herx, P. S.M. Registered S eyor and Mapper No. 6092 F i n o 1 Survey : Hent t: Associates Inc., State of Florida LB 4937 Re v i s i o n s Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING L I N 00°00'00-E L 2 S 00°00'17-E N IT• p CN LOT 39 L11 N Ln rn ry PALM DRIVE LI LOT 40 A- GRADING N 6.915 SO. FT. 10.0 LANAI 18.0' o 22.0' m 1971 ) BROOKWOOD 11 ELEV. A. B. C A D SINGLE FAMILY RESIDENCE FIN. FL. ELEV• 15.3 0.0113.0 F-D I7.0 40 W DISTANCE 60.00' 60.00' 10.0 Z^ o Con c r- o r- P ti n m ZN 1 c ni L mm LOT 41nlmz nl N rn mzti L2 N Ln 0 0 eP.C.P. N 00r00 17-W 273.87' % A P•F F REFERENCED BEARING r ` C/L CITY OF SANFORD 50 • R/W) TRACT -F - PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRPTION• Lot 40. - V E N E T I A N BA Y occordng to the plot thereof as recorded in Plat Book at pages - of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone ?C' occordng to the Flood hsurance Rate Map Coif mity Panel Nmber 120289 0035E.Doted 04117195. City of Sanford Cowlnity Nunber 120294) SETBACKS: Max Coverage - 62 x Front 25' Rear 20' FSIEDATA Side 5• ' Corner 15' _ERWO_US_ SO. FT. - 46xMinn Lo Width 60' T SO. FT. IMPERVIOUS AREA - 3.188 SO. FT. Note: Bearings shown hereon are referenced to the CA of as being N 00°0077-W. Vertical daturn is based on NGVD per En jneeriiq construction pions by Ned H i l l e r Engineering. hc. Job Number 2001. Legend General Notes: Proposed Temporary Benchmark as O R.B. Onset Official Records Book 1. This Is a BOUNDARY Survey performed in the h assumed datum) assumedonPBPlatBook2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back or sidewalk PC Point of Curvature subsurface/ aerial encroachments, if any. were located. CA. Centerline PCC. Point of Compound Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. d CALC Central or ( Delta) Angle CalculatedCB P. C. P. Permanent Control Point 4. Elevations shown hereon, If any, are assumed and were obtained from approved Chord Bearing PG. Pepe Construction plans provided by the Client unless otherwise noted• and are shown CD Chord PA. M. Permanent Reference Monument only to depict the proposed or actual difference In elevation relative to the assumed C.M. Concrete Monument P. P. O. B. Una Point of Point ofBeginningtemporary Benchmark shown hereon. EL, or ELEV Elevation P.O.C. Point of Commencement Commencement 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P.I. Point of Intersection Rights -of - way of record whether depicted or not on this document. No search of the FD. Fin. Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature Public Records has been made by this office. I.P. Iron Pipe PT Point of Tan Tangency pY6. The legal description shown hereon is as furnished by client. I.R. Iron Rod R Radius 7. Platted and measured distances and directions are the same unless otherwise noted. L An; Length RREESS Residence Radial e Denotes : S'!ron rod with yellow plastic cap marked L84937 or LS3182, or LB Licensed Business RNY Right -of -Way 6- iron rod with red plastic cap marked 'Witness Corner, unless otherwise noted. LS. Land Surveyor TBM Temporary Benchmark O Denotes P. C.P. (Permanent control point) Mee Measured TYR Typical Denotes Permanent Reference Monument N/D(N& D) N.R. Nail and Disk Not Radial Fence symbol ng Y bol (seedrawing) X—X• Fence symbol (see drawing) Cartirlcatlon: Not valid without aturo and No original ralsod soal of a Florida licensed Survoyo and Me per survey meets the requ nrs of I Florida Minimum Technical Dr o a n b y : CM Sfa s es conralne in ter 6 f 7-0 Florida Adminisrrefive Chocked by: DP Praporad For: MORRISON Sketch of Legal Description Jo6Nuubar: 02-017-02 This is not o Survey Soo a : 1 - 30' WilliomA.Herx,P. L.S.FIOddeReplsf dLand SurveyorNo, 3fa2 Plotpion performed: 08-06-03 Deree L. Prxemlenleckl, P.S. M. Reels e tl Surveyor end Mapper No. 6030 FOUR do I ion Surrey William R. Herx, P.S. M. Registered S eyor and Mapper No. 6092 Final Survey: Hark 6 Associates Inc., State of Florida LB 4937 Revisions t.1ft r'yt"' , it••ftr rl. Iyti ,{yKy'r; . CITY OF SAIVF ' ORDPERMrrAPPLICATION'':'.;ti, ; Permit # .,D1_ / • Q( r j Date: Job Address: [ -, /%f D / ,/i f !'L ice- w f % n 754 Description of Work: -CL— f - " U Historic District: Zoning: Value of Work-S. Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Fog1• _ Electrical: New Service - # of AMpS Addition/Alteration Change of Service Temporary Pole Mechanical,' Residential Non -Residential Replacement New (Duct Layout & Energy C81k, Required.) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair- Residential or Commercial rr •_. _- Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for (.tbFr titan X) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone - Contractor Name & Address: l> Lm mNn Phone & Fax: _ Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer Address ate License Number A`e11e`e ACrnJPCtM 328 46 `7'-'.3ac Phone: Fax' Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installarion has commenced prim to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstrucdoninthisjurisdiction. 1 understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OFC TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCiT ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. / NOTICE: In addition to the requirements of this permit, there may be additional re this county, and there may be additional perm iLs required from other governmental Acceptance of permit is verification that I Hill notify the owner of the Drouenv df t Signature of Owner/Agent Dat Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Personall, <no,,n io Me or Produced ID Al' I'LIC ATION APPIWVED UY Bldg Zoning. Initial B: Date) i; xcia! Condiiions: in compliance with all applicable, law-. ic;l+,tdxting ICEMfNT MAY RESULT 11q Yt OR I'/i' 17dG ISUJL WiTH YOUR LENDER OR AN that rDaly be FS 71 und in the public records of agencirs, i fndcral agencies. oN 1gnature91 Convector/Agent Date ob42, f't (1 J' eo(,. s S 0 Prjpi Contractor ^ gene's k1ame)a I J ieriawre ofKO_ n•-$Iate fTlonda Date Contractor/Ace-.- : s _ Personalw Known to Me or Prod uccc Initial & Date) L;:::, s. F D: Initial & Date) ,W- 1 1 d: pai; W MI RI D C.TURNEREXPIRES: June 14, 2007 Bonded Thru NaVry Pubic Undarw ars Permit #.. d Y - Y3 a Job Address: 182 Venetian CITY OF SANFORD PERMIT APPLICATION Date: _ Circle Description of Work: _ - Zoning: Value of Work: Historic District: S Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool 150 Addition/Alteration Change of Service Temporary Pole X Electrical: New Service — # of AMPS Duct Layout & Energy Ca1c. Required) Mechanical: Residential Non -Residential Replacement New ( Y Plumbing/ New Commercial: # of Fixtures il of Water & Sewer Lines # of Gas Lines. Plumbing Repair — Residential or Commercial Pluutbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Attach Proof of Ownership & Legal Description) Parcel #: Owners Name & Address: Phone: CF1. 32763 Contractor Name&Address: Pat' s Electric, Inc. 104 W. Cedar Ave. Oran e it , State License Number. FC OOn 1 5la i Phone& Faz: 386-775-7776/386-775-9994 Contact Person: Jay Smith Phone: 386-775-7776 Bonding Company. Address: Mortgage Lender: Address: Phone: Architect/ Engineer: Fax: _ Address: installationk orApplication is hereby made to obtain a permit o the too io m d standards ofall laws rcgulati g cotions as indicated. I f struction inrthis jurisdiction• I understand thaenced t prior s tcparate issuance of a permit and that all work will be performed permit mustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, an AIR CONDITIONERS, etc. ' e foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating OWNER'SAFFIDAVIT: I certify that all of thTO RECORD A NOTICE OF construction FOR n zoning. IMPROVEMENTS YOUR PROPERTY IFYOER: YOUR FAILUREEINTENDTOOBTAINFINANCING, CONSULT WITH YOUR LENDER OR ANAY[NG TWICE ATTORNEY BEFORERECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permitthere may be additional restrictions applicable to this property that may be found in the public records of this county, andtheremaybeadditionalpermitsrequiredfromothergovernmentalentitiessuchaswatermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requireme ts of Florida Lien Law, FS 713. Date Signature of Con r/ t Date Signature of Owner/ Agent Print C ctor/ Agent's Name Print Owner/Agent' s Name Si re of Notary -State of Florida Date Date 0 Jennifer Almodovar Signature of Notary - State of Florida ,F My Commisslon DD272809 a Expires December 07 2007 II Known to Me or Contractor/Agent is = t'ecsonaHy Known to Me or Owner/Agent is _ Personally _ Produced ID Produced ID Utilities: FD: APPLICATION APPROVED BY: Bldg: Zoning: ) Initial do Date) Initial do Date) ( Initial & Date) (Initial &Date Special Conditions: CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION I I 1 I I w I I I I I 1 SINGLE FAMILY RESIDENCE**** I 1 I I 1 I I I I I I I DATE: 03/30/04 C I I I 1 I i Z 1 1 I 1 I I I I I 1 I I PERMIT #: 04-430 I I 1 1 I ADDRESS: 182 VENETIAN BAY CIRCLEW 1 N E 2 I VENETIAN BAY H v 0 ' o c u C L" Q Q C3 Ca CCONTRACTOR: MORRISON HOMES 'a U c cL a_ PHONE #: KEVIN 407-832-5990 Cr 0 C} = The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works lities q l CONDITION :-.(TO BER I Fire N/A Zoning N/A Licensing N/A ONLY IF APPROVAL IS CONDITIONAL) 04/13/2004 05:23 4073305990 GHB CONTRACTORS PAGE 01 CITY OF SANFORD P'RRNIff APPMATION Permit No. _ ` I `- Date: 1510a Job Addrew. Parcel No.; D - (Attach Proof of Ownership & Legal Deteription) , Dcxc*ion of Wor1c: ' as v 0 Type of Construction;oW Valuation of Worlc 5 _ Ocoapantry Type Rcsldeatial Cammercinl Ic dustrial Numbu of Stories: N of Dwelling Units: Zoning: Total Squw Footage j- Owner: Mo c r15O o HfvneS Address: 151 cite;, I a State: ja Zip: 3 a S Phone No.: Fax No.: - Coatmam-. C54nn A Lt J M/) i M Address: r LLil City--- Sty: _ IC( zip: State ><.; so No.: Phone No.; O' s3 a— Fax No.: Contact soPern: LPhone NO.: V7- 71- 11.10 Holder (If other than 11 Owner): Adam: . y Bonding Company: I ` Address: Moitgage Lender r _. . Arm Address: Architect Mite No.: 3 n,— 74i'- Address21 E3671„ S Fax No.:f Application is bgmby redo to obutia a permit to do the wort aW ingWhdions art iadicato4 I certify that q) wort or inaWlaii on has commenced prior to the isatraaoe of a permit and that all work will be porformed to meet standards of all laths regulating cons .notion in this jurisdiction. I +•nderg.uL4d that s scpsrate permit must bo secured for i3LBCTRICAL WORK, PLUMBING, SIGNS, WaLS. POOLS. FURNACES, BOILERS- HEATERS, TANKS, and AIR CONDITIONERS, irtc. QWhF. R'.AFFIDAVjT: I crrtlfy that all of dw foregoing infonnation is accume and that all wort will be d000 in compliatr :0 with allapplicablelawsregulatingoonstruationandhoning. WARNrN0 TO OWNER: YOUR FAILURE TO RECORD A-NOTIC'B Or. COMMENCEMENTMAYRESULTINYOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR, LaNDBR OR AN ATTORNBY BjNRB RECORDING Y OUR NOTICEOFCOMMENCEMENT. NQ=' In addition to the requirements of this permit, there Iny ba Additional metrietion$ applicable to this property that m. ty be foundinthepublicrecordsofthiscounty, and thorn may be addidoW permits rcquirW from other govemutental entities sucl as watermanagementdistricts, slate agencies, of foderal agencies. Acceptance of permit is verification that I will notify the owner of the property of the regairemcats of Florid:, Lien Law, FS 7; 3.. Signature of Agent Date 4Sig=tUWrQe-dQf- Canirac / t ( I J•atcA. PrinttdAgtmi's Name 1* r- w ntConOwAgNkg V i I t : Date tars of Notary -State , Fiotnia I )etc Expires8rtol2ooaBonded ttuough Ieoo as sq Florlda Notary Assn.. Inc.F -.5 • 1 a - a t, ar a r° . • ; EL.ORENCE A DE GRAVE C5Qj MY COMMISSION 0 OD 164280 EXPIRES: November 12, 2008 N"11or F%.60 BMW Thru 9udo.t Notary SeMM oDoo- o you PER DOC'S ORDERS PERMIT & DOCUMENT RECORDING SERVICES P. O. BOX 161351 ALTAMONTE SPRINGS, FL, 32716 POWER OF AT" TORNEV HEREBY NAME AND APPOINT [Y {31 MY LAWFUL ATTORNEY IN FAC FO ME AND APPLY TO c r k D E SFl FOR A BuildingPERMIT FOR WORK TO BE PE FORMED AT A LOCATION DESCRIBED AS: LEGAL DESCRIPTION f or Rio, E/TiA &9Z, As Eed2D D jN DLAT ,13ae C 3, P65 $i-! Or Uocic EGD2DS edLzlr%y. oetflA ADDRESS Ak- EN E-rl A PROPERTY OWNER M0,e.e/.5061 Horn65 SOccTH N ALG ZRA46 1 rT,tfJi a f. AND TO SIGN IN MY BEHALF AND DO ALL THINGS NECESSARY f0 'PHIS APPOINTMENT. I'HOMAS W. WILLIS I3 052144 SIGNATURE "- ( THE FOREGOING IN ;I'RU.MENT WAS ACKNOWLEDGED BEFORE ME THIS -DAY O 2004, BY 'TIIOMAS W. WILLIS WHO IS PERSONALLY KNOWN TO ME/WHO PRODUCE[) AS IDENTIFICATION AND D NOT) TAKE AN OATH. nn nnnnnn /1 7 110 NOTARY SIGNATURE: Sl Theresa D. M GillPRINTNAME: ` r _Cnmmisson t DD260397 S"I ATE OF FLORIDA, COUNTY OF ORANGE 21• 2007 of •• Banded T Ada *tc Bo_d_g Co_ Inc. MY COMMISSION EXPIRES: Seminole County Property Appraiser Get Information by Parcel Number Pagc 1 o f l PARCEL DETAIL IMMM=!+err - :aS:.:J 1 Rack ws I < C m rminolc Cix>Int Z ' w m - T of+r rlv+rrt7u. K Z c enxr w m7 Tnnlu d hl. i]7?1 n . JIl' i.hG_^SIH Z] GENERAL Parcel Id: 23-19-30-502-0000-0400 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Property Address: 182 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: 0 Depreciated EXFT Value: 0 Land Value (Market): 26,000 Land Value Ag: 0 Just/Market Value: 26,000 Assessed Value (SOH): 26,000 Exempt Value: 0 Taxable Value: 26,000 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount WARRANTY DEED 11/2003 05091 040i $3,476,000 Vacant 2003 Taxable Value: Find Comparable Sales within this Subdivisi, DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 40 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re—web.seminole_county title?PARCEL=23193050200000400&cop,... 4/ 15/2004 s gerx & Associates Inc* L&Pd. Surv•ylne 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 hftn*w of the floddi S~n9 and Mapping $tw*ty andAnte.kNo C009MW ovl 9UA0ydV and AfAX0n9 Map of survey LINE BEARING L I N 00.00'00'E Ar,o*r46— L 2 S 00.00' 17'E 0( . 43 O RIVERV1EW AVENUE 7Z C.iett,,r 6 y 4C&I0CC LI SET s' 1 t0 0 to W LOT 30 PrRNAITJ OFFICL LOPY PLANS kr".'V1EWtJ CITY OF SANFORD LOT 40 . A' GRADING 9 6. 915 S0. FT. IF LANAI q Ia.O b j2. 0' 11971) g/ t001c11100D i i dry A.d.0 A MC SfLEkAA01`r REA10 E rim. rL . ELivr 15.5 iq 6 b R OND( R CONSTRUCTION m L2 N 00' 00 ! 7'W t m 87' RE10ERENCED BEARING DISTANCE 60. 00' 60. 00' 1- 0' BRICK WALL 5' OFFSET 2l: o 1 C/ L VENETIAN BAY CIRCLE 50' R/W) TRACT 7' PRIVATE ROADWAY CITY OF SANFORD LE04 : ESCRPTgM Lot 40. ' V E •N E T I A N 8 A Y oceordng to d+e dtarmor as recorded it Phr Book 63 or P09" 84 - of the AiA Records of Swilo t County Fbridn. FLOW HAZARD OA TA: Thr Pacef shown heraon in Pith, Flood Zane X aeoorto the Flood Mrance RoteM:P Coommy Pmer Nnber 120?89 0035E.Pated 04117195, City of Sonford Comrowity N her 20294) GenengNotm DEC 1 7 2903 1. ThisfaaBOUNDARY8urveqP&AIrmad bl Ma 1Wd S. No a&IW. surhoe or subsurface udufy lnsfe9edons, Wtdergroratd mprovemsnix or, eutourtbee/iarlaf anamartimuft lrany, warm located 1. Balk tp *a sham ere to fAa esbnor Urldaiehed % a/dado" suAieo or faM06ad. 4. Efeve" el/awn harem. dany, arm aMmad &W low oBAahed Rom approved conauuat m pia" Pf harem. by Me vi aWt Wrleaa voterVAN *Aow red env f,%N:.-, OA& to daOd Me AV=ed or adust d7fatm M ebwan mrttlW to the asatrmed to-pormry Benchmark shown hww. 6 The Pereet ahOM Harmon is VIWa to of ewommnts. resetvadona, regIrtt Jbna, and RlghboMwy or rmMV whether drprebd or nW op M4 dbotunent No osexh or the Pu01Ao ROMMU Ass been mode by 104 onbe. B. The MVW deserlpdon shown Hermon /d N rumlfhsd by d1anL 7. P181i00 and meMm d dldtstxw and dheQbne we Me "me WNOte Whawlse now. DorWea %* Iron rod wKh yellow print cop merited L049V Or L8318Z or u' IrDn rod wRh and A%a6c Pep marked 'VI%us* CW"r ; uniaaD QMCrwtaa noted ODenotesP-co? Parttianentwwatp*Q Denotes PemNnentRafbrang6 Atmument N 0 0 C. P- SETBACKS A(= Co46* • 62 N Front 25' Rom 20' St1E DATA Srda S '. Corner 6' AMMOL6 So FT . 46x Atiinsn Lot N4dth 60' OF-5 01 FTIMPERV10US AREA- 318850 Abfe: B shown hirom are rar'arw mat to Ae. CA of ;A* BAY CRCLE en " N 000007W. Verticd canto it based on NGVD per Erm?*&-r, construchon p+ bu by Ned H i r • r E11 naerI he Job No$ er 2001. Legend O O. R.B olrar ORMW Rwmm hook SOW frri` boar at e+ Pa Pe ad aeon ft"QrCWVA" W Ga. Aarrlwrane Cakru a Afwnr PCO. F d d ar C~trra lOwtta) P. CP. wn+nRsa dlo r CALL coco CW& A, ed Chvdaehwlp alaro pR. ALPntN wnwoP44relmslaftunenr Gu CDROMAftiluxnant P as qp ehttda ralnnala EL w & OmvanenEftyaNmfA11llitna P. O. G PEBA or Corrirrdo my FPOW P.I. POW Offnhrweeaon FnrQ A96VFiilMMeflbe a*" tpn PRC. paw GfApww CLn1ue oo PT R PC" or rvvoncr tot L rmn Are lanQi t RAO Room Al" Nne La AEA ROOM tts.. c.ntr&" Vr orsRW 7" 0 1enr To, Mat N. 4i"twae yoppm r pyorMrr NJt4410. 1h tr- Rerroe 4— has r>Dt Farloa tyai0ol fyee drAUal o/e afrrrybrlelMase Die.• (• rtVrr me. bNwAOVIIMrMnpQIPref70rB. Teu1NIpN y CY fn0le QtwratOrTe Qoom' CAswAed Orrr Op Prepared For: AWRISON Job Nrobor: 02. 017-02 scale 1*- 30' 0p L a e2Fiir.ii.: a.::;rdr 09-t-OJ L e>d .41" and ARL eoe0 Kubm 11. Hom P.S.R. Wwveyorsner&14wrAla deq ^ ` R:: -V, •ey! revs 6 Asaoddtew tha. Btafw orlalr!e LE sDdf DEG SECTION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS4, . EDGE BEAM TABLES: SCREEN & VINYL. ROOMS: 3.1.1. 3.1.2 GLASS ROOMS; LW FOR (PAR I IALLY ENCLOSED) 3 2. 1. 3.2.2 MAX. UP{21GHT (ENCLOSED) 3 3 1, 3.3.2. 3.3.3 II• / I IEIGIIT (h) .. _. 1' x 2" VARIES y Jam_ MIN. 3-1/2" SLAB ON GRADE OR RAISED FOOI ING IYPICAL GLASS ROOM WITH SOLID ROOF (FOR FOOTINGS SEE DETAILS TYPICAL FRONT VIEW FRAMING PAGE 3-23, 24, 25) EIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WAIL BEAM) LW' LOAD WII)I11 FOR ROOF BEAM 1 - • 'P/2' P/2' SIZE BEAM AND UPRIGHTS SEE TABLES) _---_ SOLID ROOF -- FI/ NO MAXIMUM / ELEVAIION SLAB OR GRADE) T VARIES VARIES ALTERNATE CONNECTION a FASCIA ALLOWED SEE SECTION 7 FOR DETAILS) U1 U U x D ul j fn P = PRO EC I ION FROM BLDG I DI.W=WIDIII NOTES: 1 'P' VARIES 1 1.ANCHOR 1' x 2' OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0' O.C. AND W/ IN 6' EACH SIDE OF UPRIGHT ANCHOR 1' x 2" TO WOOD WALL W/ #10 x 2-1/2' S.M.S. W/ WASHERS OR q10 x 2.1/2' WASHER HEADED SCREW 2'-Q" O.C.. ANCHOR BEAM ANU COLUMN INTERNALLY OR W/ ANCIIOR CLIPS AND (2) N© SCREWS W/ WASI IERS [@ EACI( POINT OFCONNECTION. 2.SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3.SELECT SCREEN ROOM FORTII WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALLBEAMSFROMTABLE3.1.5 USING P/2 4ANCHORS BASED ON 120 MPII WIND VELOCI IY. FOR HIGHER WIND ZONES USE THE FOLLOWINGCONVERSION: 100 —123 130 140 150 aY8 I110 t112 N 12 TYPICAL SCREEN / GLASS ROOM SCALE: 3/16+= 1'-0" 0 Lawrence E. Bennett, P.E. CIVIL ENGINEER NEVEIOI'Mf NI CONSUL FAN r o BOX 714366. SO UT11 DAY101IA. f t 32121 TELEPHONE 13E6)1614174 FAX 1386) 761 6556 AGF CL)1'YIuum :eoo:l 3-2 Nor TO nE r+[Pltunucl n IN whin [. nIl IN 'ARI W1111071 NIE WI11T IEN I'E111.1ISSIUN OF IAWIIENCF. F. BUIPIE T f. P E Sol % IV SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS COMPOSITE ROOF PANELS: 4) 1/4' x 4' LAG BOLTS W/ 1-1/4' FENDER WASHERS PER 4'-0' PANEL ACROSS THE FRONT AND 24' O.C. ALONG SIDES 2' x 2" OR 2' x 3" HOLLOW GIRT AND KICK PLATE 2' x 2' HOLLOW RAIL POST ATTACI IED TO BOTTOM I/ MIN. (3) #10 x 1-1/2' S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3" = V-0' SECTION 3 RISER PANELS ATTACHED PE CHAPTER 7 IIEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2' S.M.S. IN SCREW BOSSES 2" x 2-. 2' x 3- OR 3- x 2- 14OLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2- S.M.S. IN SCREW BOSSES 1' x 2" OPEN BACK BOTTOM RAIL 1/4' x 2-1/4' MASONRY ANCHOR @ 6' FROM EACH POST AND 24' O.C. (MAX.) Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL ANI P.0 BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (1E61 I614114 FAX (366) 761.6556 COPYRIG1IT 2003 NOT.TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIIIEN PERMISSION OF IAWRENCE E. BENNET'T, P E PAGE 3-17 IN SECTION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS EDGE BEAM 1' x 2' OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2' S.M.S. MAX. 6' FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT --- --- 1' x 2' OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1.1/2' S.M.S. MAX. 6- - - FROM EACH END OF POST AND 24" O.C. 1- MIN. ALTERNATE CONNECTION: 2) #10 x 1-1/2' S.M.S. ri-IROUGH SPLINE GROOVES IDE WALL IIEAUER kTTACFIED TO 1' x 2' OPEN LACK W/ MIN. (2) #10 x 1-112' i.M.S. IDE WALL GIRT ATTACHED T x 2' OPEN BACK W/ MIN. (3) 10 x 1-112" S M.S. IN SCREW LOSSES i FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4' x 2-1/4" ONCRETE / MASONRY 1NCHORS @ 6' FROM EACH OST AND 24' O.C. MAX. AND VALLS MIN. 1" FROM EDGE OF ONCRETE TYPICALs-& ALTERNATE CORNER DETAIL SCALE: 3" = V-0' Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSUL ANT P.0 BOX 214368. SOUTH DAYTONA• FL 32121 TELEPIIONE (3E6) 7614714 FAX (386) 767.6556 VAGE COPYRIGHT 2003 3-1 6 NO IODE REPRODUCED IN WIIOI E Olt IN VAR I WI I IILx1T 71IE WRIIIEN PERMISSION OF LAWRENCE E. BE NNE T'T• P E SCREEN, ACRYLIC I VINYL, GLASS & MODULAR ROOMS Table 3.1.5 Allowable Upright lieigttts, Chair Rail Spans or Header Sports For Screen Rooms or Vinyl Rooms Aluminum Alloy 6063 7.6 For 3 second wind gust at 110 MPH velocity: using design load of 11 #/SF SECTION 3 i I Sections Tributary Load Width 'W' = Purlin Spacing 3'-0"' 1'-0" 1' 6" 5'-0" 5--6-6'•0" 6' 6" Allowable Height 'H' / bending 'b' or defloction 'd' 2- x 2" x 0.044" Hollow 9'-5' b 0'-9' b 8'-2- b V8- b 7'4- b 6%11' b 6'-8' b 6'-5- b 6' 2- b 5' 1 2- x 2" x 0.055" Hollow 10'-3' b 9'-6' h 8'.11- b 8--5- b 7--11' b 7'-7' b 7'•3' b 6'•11- b 6--9- tI 6'-r-' t 3" x 2" It 0.045" Hollow 11'-3' b 10'-5' Il 9'-9' b 9'-3' b 8'-9' b 8'4' b 7'-11' b 7'-8' h 7%5' t> 7'.:- 3' x 2" x 0.070" Hollow 12'-9' d 12'-2' d I V-7' d 10'-t t' b 10'-5' b 9'-11' b 9'-6' b 9'-2' b 8'•10' b 8 i'- 2' x 3" It 0.045" Hollow 12'-9' 1, 11'-9- b I V-0' b 10'-5• b 9'-10' b 9'-5' b 6%11' b 8'-8' h 8'-4' 11 B. 1* 2" It 4" It 0.050" Hollow 16'-3' b 15%1' b 14%1' b 13'-3' b 12'-7• b 12'-0' b 11'-6' b I I'-0' b 10'•8' h i0.- 2- x 5" It 0.050" S.M.B. 23'-7' b 2F-10' b 20'-5' b 19%3' b 18'-3' b 17'-5' b 16'-8' b 16'-0' b 15'•5- o t: '' :I 2" x 6" It 0.050" S.M.B. 26%1- b 24'-2' b 22%7' b 21'-3' b 20'-2" b 19'-3' b 18'-5' b 17'•9' b 1 7'• 1' 1 IF,4 I, 2" x 2" x 0.044" Snap 11'-3' b 10'-5' b 9'-9' b 9'-2' b 8'-8' b 8%3' b V 11' b 7'-7- tI 1' 4' II 2' x 3" It 0.045" Snap 14'-4' b 13'-4' b 12'-5• b I V-9' bI 11'-2' bi 10'-7' b 1 10'•2' tl 9%9' b 9'.5' 2" It 4" x 0.045" Snap 1 17%7' ti 16'-3" b 15'-3' b 114'4• b 1 13'.7- b 1 12%11' bi 12%5' b 1 V-11' h 11•.6• t1 11 For 3 second wind gust at 120 MPII velocity; using design load of 13 N/SF Sections Tributary Load Width 'W' = Pullin Spacing I 3'-0"' 3' 6" ` 1'-0" 4' 6" 5'-0" 5' 6" 6' 0" 6'-0" - 7._-0-_ 7: Allowable lief hl '14' If bending W or deflection W 2" x 2" x 0.044" Hollow 8'48' 11 6'•n' h 7'•6- b 7--1' b 6'.8- b 6--5- b 6--1- b 5'.1 I' b 5' Ir nT S - 2!oir It 0.055" Hollow 9'-5' b 8'-9' b 8'.2- b 7'-9' b 7'4- b 6'-11' b 6'-8' 'b 6'-5' b 6'-2- h 5-- l : If 3" x 2" x 0.045" Hollow 10'-5' b 9%7' b 8'.11- b 8'-6- b 8'.0' b 7'•8' b 7'-4' b 7'•1' b 6'-10- a 6.-- r 3" x 2" It 0.070" Hollow 12%V d 11'•S' I, 10'.8' b IVA" b 9%7' b 9'-2' b 8'-9' b 8'•5' h 8'•1' 2"tt3%If0.045" Hollow 12'-10' b IV-11' b 11'-2• b 10'-6' b 9'-11' b 9'-6' b 9'-V b 8'-9' b 8'-5' b 8' 2 b 2" It 4" x 0.050" Hollow 14'-1 V b 13%10' b 12%11 b 12'-2' b 11'-7' b 1 t'-0' b 10%7' b 10'-2' b 9'. 9' t1 91;5- t1 1i,t -- 2" It 5" It 0.050" S.M.B 2V-8" I, 20%1' I, 18'-9' b 17'-9' b 16%10' b 16'-0' b 15'-4 b 14%9' b Id .2- 7, 2- x 6" It 0.050" S.M.B. 23%11" b 22'-2' 1, 20'.9' b 19%7' b 10'-7' 1, 17'-9' b 16'.11' 1, 16%3' 11 15' 8' 11 15 - - 2" x 2" x 0.044" Snap tt1' 4' if 9' 7' h 8'• 11' tI 8'-5' b 7'• 11' b 7'-7' b Ir 7-4' b 7'•0' t) T It'_ _{ 2" x 3" x 0 045" Snap 13'-3' if 12'•3' h 11'•5' b 10'-9' b 10%3' b 9'-9' b 9' 4' b 8'-11' b B H' r 2" x 4" x 0.045" Snap 16%2' 111 14'. 11' I21 14'•0' b 1 13'•2' b 1 12'-6' b I 11'-11' bj 11'•5' b 10'• 11' h tf' 7 h n 1 For 3 second wind gust at 130 MPII velocity; using design load of 15 NISF - Soctions Tributary Load Width 'W' = Purlin Spacing Y-0 ]'-6" 1'•0" 4--6" 1 5.•O75'-0" 6.-0" 1 6,-6. 7•-0 r 7 1 Allowable Iles ht '11' / bending 'b' or deflection 'd' H'- 1' f, /'-t!:'--h ()'-It" b 6'-7' b 6'-3' b 5%11' b 5--8- h 5--6- b 5' 1- P -- ' 2- x 2" x 0.044" Hollow 2" x 2" x 0.055" Hollow 8'•10' 1, 9% it" b 13' 2' b n'-- I 1= If 7'• 7' h 7'•2' b 6'-10' b 6'-6' b b'-3' b 5'.11- b 5'.9- o r a-- 5 Jj 3- x 2" x 0.045" Hollow B'A" b 7'•11• b 7'-6' b 7'-2' b 6%10' b 6%7' b 3" It 2" It 0.070" Hollow 11'-6' II 10'-8' II 9%1 V b 9'-5' b 8%11' b 8'-6- b 8'-2- b 7--10' h 7'-6' 1- 2" x 3" x 0.045" Hollow I V.I V if I V-l' I, 10'•4' b 9'-9' b 9'-3' b 8%10' b 8'-5' b 8'.2- !• 7' In' -I 9'. 1' 1• H'-1 ' 2" x 1" z 0.050" Hollow 13'.I I' h 12%11' b 12%1' b 11'4' b 10'•9' bi 10'•3' b 9'•10' b 9'-5' 11 2" x 5" x 0.050" S.M B. 20'•2' b 1If'-H' b 17'-6' b 16'.6- b 15'.8- b 14'•11' b 14'•3' b 13'-9- b 13'-3' 1- 2" x 6" It 0.050" S M.B. 22'.4- b 7.0' 8- 1, 19'-4' b 18'-3' b 17'-3' b 16'-6' b 15'.9- b 15'.2- tl 14'.7' 11 i•I , 2" x 2" x 0.044" Snap 9'-7_' II 8%11' 1, 8'•4' b 7'-10' b 7'-5- b 7'-1' b 6'-9' b 6' 6' b 1 6' 3'- 2" x 3" x 0.045" Snap 1 12'-4' b 1 t'•F, 1, 10%B' b 10' 1' b 9' 6' b 9'•1' b 8'- 8' b 8'•4' b 2" z 1" x 0.045" Snap t5'.1' 111.'• 11' 1,1. 13--0' 111 12'-4• bi I1'•8- b 1 V. I' bi 10'-8' b 10'-3' b 9'• In, h T Notes: 1 Above spans do not Include length 01 kncl: hrace. Add horizontal distance Irons upright to e:enler :,1 In;11 if I„ 1,1 .•' connection to the above Spans lot total hearll Spans 2 Spans may be Inlet{mlaled. Lawrence E. Bennetl, P E ravll E7+ t:IN1:EI! Of v1 I1A4111 NI 1., Irl:;Irl 1_% I' 0 IIOX 214,,btl. S1.n1111 [JAY 101.:• 11 1. 1.' Ir11.111111111 1-IMb) lb/ 4'; I 1 A • (. 1861 76r 6!,',1 1)I PA, , 1: C, 1'YI4IC;111 111111' 40110111IIIJ-I4nUII( A1)it, Will RIUIIIII I•A111V.1111EwIVIlU1PHIMISSION0IIAWIl1'1,Ll I III fill[ 1 3-39 IYZ A t.vZ xs 81 Ixz h h nkl o 2r Z LXZ, Z Z' H 1 9'IZ u 10-03-203 9:04AM FROM Permit # Job Address: AN iL CITY OF SANFORD PERMIT APPLICATION Pate: e Description of Work. Historic District. Zoning: Value of Work: S P. 2 Permit Type: Building Electrical Mcchallical Plumbing Fire S,.Wcr/Alarm Pool Electrical: New ScMW — # of AMPS Addition/AIWM60n Change of Service Temporary Pole Mechanical: Residential Non -Residential Rcplaccmcat New (Duct layout & EneW Calf:. Requurd) Plumbing/ Ncw Coinnurmial: # of Fixtures M of Wtttcr & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Writer Closets -.. Plumbing Repair — Residential or Commercial Occupancy Type: Residential ; Commercial Industrial Total Square Footygc Con Lruclion Type: aY of Stories: # of Dwelling Units: Flood Zonis (IFEMA form required for other tbau X) Parcel Y: Phone & Bun'jing Company: Legal Description) Addrvjw.; -- -- Mortgage Lender: — -- Addre»: Architectltogiueer: Address: Phone Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that ao work or installation has aommencai prior to the issuance of a permit and that all work will be performed to meet standards ofall laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HF,ATERS, TANKS. and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applivthle 1.1wK rcrulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y(JUR I'AYINU TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCP.MRNT. NOTICE: In addition to the requirements of this permit, there maybe 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 faieral agencies. Acceptance of permit is venficarion that I will notify the owner of the property of the requirements of Florida Lien Law, FS 711. Xo, - c l Signature of Owner/Agent Date Signature of Contract's Agent Date Pont OwnedAgent's Name Signature of Notary -State of Flondu Date OwncdAgcnt is _ Personally Known to hle or' Produced ID APPLICATIUN APPROVED BY: Bldg: Zoning: Initial & Date) Spocial Conditions: Print Contrutor/A Name P 2 ! tenature o oury-State of Florida Uar ty00Z ' e s t Bn mark BLZLLLO wwn D111278 Contractor/Agent' ._ 5 8 b' 2008 Produced ID Initial & Date) Utilities: FD: Initial & Oato) (Initial & Date) ORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: BRO DB BR Builder: OR SON HOMES Address: t Z- " Permitting Office: tyCi , State: Permit Number: Owner: Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 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') 2235 W c. N/A 7. Glass area & type a. Clear - single pane 322.5 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' HSPF: 7.90 1b. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 214.5(p) R _ c. N/A b. Raised Wood, Adjacent R=11.0, 250.0ft' c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1502.7 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 143.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 568.0 ft' _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar , 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2250.5 ft' _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as -built points: 31923 PASSTotalbasepoints: 33146 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: Ail DATE: I hereby certify that thisJbuildi as d igned, is in compliance with the Florgy de. OWNER/AGENT: DATE: / / 3 0 3 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: vr'1 DATE: EnergyGauge® (Ven FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I 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 2235.0 25.78 10371.3 Single, Clear SE 1.0 7.5 39.0 56.64 0.99 2191.9 Single, Clear SW 9.5 14.5 3.5 52.82 0.61 112.7 Single, Clear NE 9.0 9.5 64.0 43.65 0.60 1675.0 Single, Clear SW 9.5 10.0 12.0 52.82 0.53 333.1 Single, Clear NE 1.0 6.5 32.0 43.65 0.98 1369.6 Single, Clear SE 23.0 9.5 48.0 56.64 0.42 1131.2 Single, Clear NW 1.0 6.5 23.0 37.74 0.98 851.5 Single, Clear NW 1.0 6.5 16.0 37.74 0.98 592.3 Single, Clear NW 1.0 6.5 16.0 37.74 0.98 592.3 Single, Clear SW 1.0 7.5 39.0 52.82 0.99 2040.3 Single, Clear Single, Clear SE SW 1.0 1.0 4.5 8.5 7.0 23.0 56.64 0.92 52.82 1.00 364.1 1211.7 As -Built Total: 322.5 12465.7 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 568.0 0.70 397.6 Concrete, Int Insul, Exterior 4.2 1502.7 1.16 1743.1 Exterior 1645.7 1.90 3126.8 Frame, Wood, Exterior 11.0 143.0 1.90 271.7 Frame, Wood, Adjacent 11.0 568.0 0.70 397.6 Base Total: 2213.7 3524.4 As -Built Total: 2213.7 2412.4 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 2233.0 2.13 4756.3 Under Attic 30.0 2250.5 2.13 X 1.00 4793.6 Base Total: 2233.0 4756.3 As -Built Total: 2250.5 4793.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 214.5(p) 31.8 6821.1 Slab -On -Grade Edge Insulation 0.0 214.5(p 31.90 6842.5 Raised 250.0 3.43 857.5 Raised Wood, Adjacent 11.0 250.0 1.80 450.0 Base Total: 7678.E 1 As -Built Total: 464.5 6392.5 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeOlFlaRES'2001 FLRCSB v3.2 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 2235.0 14.31 31982.9 2235.0 14.31 31982.9 Summer Base Points: 43081.1 Summer As -Built Points: 45386.8 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 43081.1 0.4266 18378.4 45386.8145386.8 1.000 1.00 1.087 x 1.150 x 1.00) 0.284 1.250 0.284 0.950 0.950 15316.3 15316.3 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 = Point 18 2235.0 5.86 2357.5 Single, Clear SE 1.0 7.5 39.0 8.34 1.01 329.3 Single, Clear SW 9.5 14.5 3.5 9.22 1.20 38.8 Single, Clear NE 9.0 9.5 64.0 12.00 1.00 768.6 Single, Clear SW 9.5 10.0 12.0 9.22 1.31 145.2 Single, Clear NE 1.0 6.5 32.0 12.00 1.00 384.1 Single, Clear SE 23.0 9.5 48.0 8.34 1.89 756.3 Single, Clear NW 1.0 6.5 23.0 12.23 1.00 280.8 Single, Clear NW 1.0 6.5 16.0 12.23 1.00 195.3 Single, Clear NW 1.0 6.5 16.0 12.23 1.00 195.3 Single, Clear SW 1.0 7.5 39.0 9.22 1.00 361.0 Single, Clear SE 1.0 4.5 7.0 8.34 1.04 60.7 Single, Clear SW 1.0 8.5 23.0 9.22 1.00 212.5 As -Built Total: 322.5 3727.9 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 568.0 1.80 1022.4 Concrete, Int Insul, Exterior 4.2 1502.7 3.26 4898.8 Exterior 1645.7 2.00 3291.4 Frame, Wood, Exterior 11.0 143.0 2.00 286.0 Frame, Wood, Adjacent 11.0 568.0 1.80 1022.4 Base Total: 2213.7 4313.8 As -Built Total: 2213.7 6207.2 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 2233.0 0.64 1429.1 Under Attic 30.0 2250.5 0.64 X 1.00 1440.3 Base Total: 2233.0 1429.1 As -Built Total: 2250.5 1440.3 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 214.5(p) 1.9 407.5 Slab -On -Grade Edge Insulation 0.0 214.5(p 2.50 536.3 Raised 250.0 0.20 50.0 Raised Wood, Adjacent 11.0 250.0 1.80 450.0 Base Total: 457.5 1 As -Built Total: 464.5 986.3 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 INFILTRATION Area X BWPM Points Area X WPM Points 2235.0 -0.28 625.8 2235.0 0.28 625.8 Winter Base Points: 7191.0 Winter As -Built Points: 11909.9 Total Winter X Points System = Heating Multiplier Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 7191.0 0.6274 4511.7 11909.9 11909.9 1.000 1.00 1.078 x 1.160 x 1.00) 0.432 1.250 0.432 0.950 0.950 6112.5 6112.5 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 18378 4512 10256 33146 1 15316 6112 10495 31923 PASS f0 V;& O EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606A.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 606A.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. SA-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 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. EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 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: 48.0 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') 2235 ft' c. N/A 7. Glass area & type a. Clear - single pane 322.5 ft' 13. Heating systems b. Clear - double pane 0.0 ft' a. Electric Heat Pump Cap: 48.0 kBtu/hr - c. Tint/other SHGC - single pane 0.0 ft' HSPF: 7.90 - d. Tint/other SHGC - double pane 0.0 W b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 214.5(p) ft c. N/A b. Raised Wood, Adjacent R=11.0, 250.0ft' c. N/A 14. Hot water systems 19. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Int Insul, Exterior R=4.2, 1502.7 ft' EF: 0.86 - b. Frame, Wood, Exterior R=11.0, 143.0 ft' b. N/A c. Frame, Wood, Adjacent R=11.0, 568.0 ft' d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2250.5 ft' 15. HVAC credits PT, - b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed yD'2TMSr44 based on installed Code compliant features. xnr Builder Signature: Date: 0 r o CopAddressofNewHome: City/FL Zip: W'E 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 EnergyStar""designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R log COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project For: MORRISON HOMES Notes: BROOKWOOD/1823 W/BEDRM. #4 & BATH & BONUS Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 43889 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 43889 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 2235 2235 Volume (ft') 20639 20639 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 241 138 Heating Equipment Summary Make TRANE Trade Job:1823B4B 4.9.01 Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 32943 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 33740 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infiltration 4058 Btuh Total latent equip. load 7649 Btuh Total equipment load 41389 Btuh Req. total capacity at 0.70% SHR 4.0 ton Cooling Equipment Summary Make TRANE Trade Efficiency 8.0 HSPF Efficiency 10.0 EER Heating input Sensible cooling 32900 Btuh Heating output 0 Btuh @ 470F Latent cooling 14100 Btuh Heating temp rise 0 OF Total cooling 47000 Btuh Actual heating fan 1567 cfm Actual cooling fan 1567 cfm Heating air flow factor 0.036 cfm/Btuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 82 Bold/ltalic values have been manually overrldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjgjHtsoft Right -Suite Residenllall" 5.5.0E RSR26014 2002-Apr-03 17:06:06 AZl C h E:\F11es\monison\1823 BROOKWOW1823B48\1823848.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job:1823B4B 4.9.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R KITCHEN BREAKFAST a n ne a c n 0 d 1 1 90 1.0 1.0 1.5 6.0 39.4 39.0 0.0- GREAT/FOYER a n se a c n 0 n 1 1 90 1.0 9.5 11.0 3.5 76.4 3.5 3.5 a n se a c n 0 n 1 1 90 1.0 9.5 7.0 3.0 76.4 12.0 12.0 b n nw a c n 0 d 1 1 90 1.0 9.0 1.5 8.0 39.4 64.0 0.0 MASTER SUITE a n nw a c n 0 d 1 1 90 1.0 1.0 1.5 5.0 39.4 32.0 0.0 b n ne a c n 0 d 1 1 90 1.0 23.0 1.5 8.0 39.4 48.0 0.0 MASTER BATH\WIC a n sw a c n 0 d 1 1 90 1.0 1.0 1.5 5.0 47.4 23.0 0.6 BEDROOM 2 a n sw a c n 0 d 1 1 90 1.0 1.0 1.5 5.0 47.4 16.0 0.4 BATH 2 BEDROOM 3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.5 5.0 47.4 16.0 0.4 UTILITY ROOM BEDROOM 4 a n se a c n 0 d 1 1 90 1.0 1.0 1.5 6.0 47.4 39.0 0.8 BATH a n ne a c n 0 d 1 1 90 1.0 1.0 1.5 3.0 39.4 7.0 0.0 wrighltSoft Right -Suite Residential^' 5.5.06 RSR26014 2002-Apr-03 17:06:06 ACCA E:\FllesVwrrison\1823 BROOKWOOD\1823B4B\1823B4B.rsr Page 1 BONUS a n se b c n 0 n 1 1 90 1.0 1.0 3.5 5.0 76.4 23.0 0.0 wrightsoft Right-Sulte Residential^' 5.5.06 RSR26014 2002-Apr-03 17:06:06 14CC(\ E:1FIIes\mrrison\7823 BROOKWOODN82384B%1823B4B.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING ,AIR CONDITIONING,R Job: 1823B4B 4.9.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: 7th Ed. 1 Name of room Entire House KITCHEN BREAKFAST GREAT/FOYER j4MANUAL2Lengthofexposed wall 276.5 ft 13.0 ft 7.5 ft 450 ft 3 Room dimensions 13.0 x 20.5 ft 7.5 x 14.0 ft 19.0 x 230 ft Ceiings Condit. Option 9.2 ft heat/cool d 9.4 fti heat/cool 9.4 ft heat/cool 9.4 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft2) Htg Clg ft') Htg Clg ft°) Htg I Cig ft') Htg Clg 5 Gross a 14B 4.6 2.1 1822 122 71 423 Exposed b 12C 2.9 1.9 166 20 22 20 walls and c 13C 3.2 1.2 586 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0 0 0.0 0 0 0 0 6 Windows and a 1C 37.0 211 7780 0 0 39 1441 16 573 glass doors b 8C 37.0 112 4140 0 0 0 0 64 2365 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0'«' 0 0 7 Windows and North 28.2 18 502 0 0 0 0 16 456 glass doors NE/NW 39.4 190 7486 0 0 39 1537 64 2522 Cooling E/W 0.0 0' 0 0 0 0 0 0 0 SE/SW 53.2 115 6105 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 38 717 484 0 0 0 0 0 0 20 378 255 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1503 6924 3094 122 563 252 32 145 65 323 1491 666 exposed b 12C 2.9 1.9 143 412 278 20 58 39 22 63 43 20 58 39 walls and c 13C 3.2 1.2 568 1789 665 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 2251 3817 5010 267 452 593 105 178 234 437 741 973 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 215 5560 0 13 337 0 8 194 0 45 1166 0 Note: room b 19G 1.1 0.0 250 284 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 23.5 7.6 361 8476 27241 0 01 0 39 917 295 100 23391752 13 Subtotal loss=6+8..+11+12 39899 1410 2939 9111 Less external heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 14 Duct loss 100/ 3990 10°/ 141 10°/ 294 101/ 911 15 Total loss = 13+14 43889 1551 3233 10022 16 Int. gains: People Q 300 6 1800 0 0 0 0 3 900 Appl. Q 1200 2'»' 1800 1'»' 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 29948 2084 2173 6562 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Duct gain 10°/ 2995 10°/ 208 100/ 217 101 656 19 Total RSH gain=(17+18)'PLF 1.00 32943 1.00 2292 1.00 2390 1.00 7218 20 Air required (cfm) 15E 1567 55 109 115 114 358 343 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsOfC RlghtSulte Residential^' 5.5.06 RSR26014 2002-Apr-03 17:06:06 4WK E:\Files\nwrrison\1823 BROOKWOOD\1823B4B\1823B4B.rsr Page 1 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 1823B4B 4.9.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room MASTER SUITE MASTER BATH\WIC BEDROOM 2 BATH 2 2 Length of exposed wall 41.0 ft 13.0 ft 11.0 ft 0.0 ft 3 Room dimensions 18.0 x 14.0 ft 13.0 x 18.5 ft 11.0 x 14.5 ft 6.0 x 8.0 ft 4 Ceiings Condit. Option 9.4 ft heat/cool 9.4 ft heat/cool 9.4 fti heat/cool 9.4 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Stuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft) Htg Clg ft) Htg I Clg W) Htg Clg ft°) Htg I Clg 5 Gross a 14B 4.6 2.1 385 122 103 0 Exposed b 12C 2.9 19 0 0 0 0 walls and c 13C 3.2 1 2 0 0 0 0 0 e 0.0 0.0 0 0 001 0 I0.0 0.0 0 0 0 6 Windows and a 1C 37.0 32 1183 23 850 16 591 0 0 glass doors b 8C 37.0 48 1774 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f0.0 0 0 0 0 0 0 0 0 7 Windows and North 28.2 0 0 1 12 0 8 0 0 glass doors NE/NW 39.4 80 3152 0 0 0 H: 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 53.2 0 0 22 1062 16 739 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 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 305 1407 629 99 457 204 87 403 180 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 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 00 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 252 427 561 241 408 535 160 271 355 48 81 107 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 41 1063 0 13 337 0 11 285 0 0 0 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 01 0 0 0 0 0 0 12 Infiltration a 1 23.5 7.6 801 1881 6051 23 541 174 161 376 1211 0 01 0 13 Subtotal loss=6+8.,+11+12 7735 2593 1926 81 Less external heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 14 Duct loss 10°/ 774 100% 259 10% 193 10°/ 8 15 Total loss = 13+14 8509 2852 2119 90 16 Int. gains: People Q 300 1 300 0 0 0 0 0 0 Appl. aQ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 5246 1987 1403 107 Less extemal cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Duct gain 100/ 525 10°/ 199 10% 140 100 11 19 Total RSH gain=(17+18)'PLF 1.00 5771 1.00 2186 1.001. 1543 100 118 20 Air required (cfm) 304 274 102 104 76 73 1 3 6 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wtr-g htsOft RlghtSuite ResidentlalT 5.5.06 RSR26014 2002-Apr-03 17:06:06 4E A E:\Files\morrison\1823BROOKWOODkl823B4Bki823B4B.rsr Page 2 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 18231341B 4.9.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: 7th Ed. 1 Name of room BEDROOM 3 UTILITY ROOM BEDROOM 4 BATH 14MANUAL2Lengthofexposed wall 25.5 ft 6.0 ft 43.5 ft 9.0 ft 3 Room dimensions 14.5 x 11.0 ft 7.0 x 7.5 ft 12.0 x 16.0 ft 9.0 x 8.0 ft Ceiings Condit. Option 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft Iheat/coo1 9.4 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg W) Htg Clg W) Htg Clg ft°) Htg Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 102 0 409 85 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 138 56 0 0 partitions d 0.0 0.0 0 0 0» 0 e 0.0 0.0 0 0 0 0 f0 0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 0 0 39 1441 7 259 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0'»' 7 Windows and North 28.2 0 8 0 0 1 17 0 0 glass doors NE/NW 39.4 0 0 0 0 0 0 7 276 Cooling ENV 0.0 0 0 0•»• 0 0 0 0 0 SE/SW 53.2 16 739 0 0 38 1809 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 18 340 229 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 00 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 86 396 177 0 0 0 370 1704 762 78 358 160 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 138 435 161 38 120 44 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 2.2 160 271 355 53 89 117 192 326 427 72 122 160 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0 0 26 661 0 6 156 0 44 1128 0 9 233 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 121 Infiltration a 1 23.5 7.6 161 376 121 18 4231 136 391 917 2951 7 1651 53 13 Subtotal loss=6+8..+11+12 2730 1127 5516 1136 Less external heating 0 0 0 0 Less transfer 0 0 0 0 Healing redistribution 0 0 0 0 14 Duct loss 10°/ 273 100/ 113 10°/ 552 10°/ 114 15 Total loss = 13+14 3003 1240 6068 1250 16 Int. gains: People Q 300 0 0 0 0 0 0 0 0 Appl. Q 1200 0 0 1 600 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1562 1127 3310 649 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Duct gain 10°/ 156 10°/ 113 10°/ 331 100/ Total RSH gain=(17+18)•PLF 1.00 1718 1.00 1239 1.00 3641 1.00 6519 20 Air required (cfm) 107 82 44 59 217 173 45 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsolFC RightSulte Residential^' 5.5.06 RSR26014 2002-Apr-03 17:06:06 40CA E:\Files\ffiorrison\1823BROOKWOOD\1823B4B\1823B4B.rsr Page 3 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 1823B4113 4.9.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J. 7th Ed. 1 Name of room BONUS 2 Length of exposed wall 62.0 ft 3 Room dimensions 14.0 x 19.0 ft 4 Ceiings Condit. Option 8.0 fti heat/cool TYPE OF CST HTM Area Load (Btuh) Area Area Area EXPOSURE NO. Htg I CIg W) Htg Clg Htg Clg Htg Clg Htg Clg 5 Gross a 14B 4.6 21 0 Exposed b 12C 2.9 1.9 104 walls and c 13C 3.2 12 392 partitions d 0.0 0.0 0 e 0.0 0.0 0 f0.0 0.0 0 6 Windows and a 1C 37.0 23 850 glass doors b 8C 37.0 0 0 Heating c 9C 38.7 0 0 d0.0 0 0 e 0.0 0 0 f0 0 0 0 7 Windows and North 28.2 0 0 glass doors NE/NW 39.4 0 0 Cooling E/W 0 0 0 0 SE/SW 53.2 23 1757 South 0.0 0 0 Horz 0.0 0 0 8 Other doors . a 11A 18.9 12.7 0 0 0 b 11A 18.9 12.7 0 0 0 c 00 0.0 0 0 0 9 Net a 14B 4 6 2.1 0 0 0 exposed b 12C 2.9 1.9 81 233 157 walls and c 13C 3.2 1 2 392 1235 459 partitions d 0.0 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 2 266 451 592 b 0.0 0.0 0 0 0 c 0.0 0.0 0 0 0 d 0 0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0 0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 Note: room b 19G 1.1 0 0 250 284 0 perimeter c 0.0 0.0 0 0 0 is displ. d 0.0 0.0 0 0 0 for slab a 0.0 0.0 0 0 0 floors) f 0.0 0.0 0 0 0 12 Infiltration a 23.5 7.6 23 541 174 13 Subtotal loss=6+8..+11+12 3594 Less external heating 0 Less transfer 0 Heating redistribution 0 14 Duct loss 10°/ 359 15 Total loss = 13+14 3953 16 Int. gains: People Q 300 2 600 Appl. Q 1200 0 0 17 Subtot RSH gain=7+8..+12+16 3739 Less external cooling 0 Less transfer 0 Cooling redistribution 0 18 Duct gain 101 374 19 Total RSH gain=(17+18)'PLF 1.00 4113 1•"• 20 Air required (cfm) 141 196 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr g F tttsoT-C RigMSulte Residerrtial^' 5.5.08 RSR28014 2002-Apr-03 17:08:08 ACC.'. E:\Files\morrison\1823 BROOKWOOD\1823B4B\1823B4B.rsr Page 4 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 182313413 4.9.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation" 1. Winter infiltration AVF 0.70 ach x 20639 ft3 x 0.0167 = 241 cfm 2. Winter infiltration load 1.1 x241 cfm x 32 OF WinterTD = 8476 Btuh 3. Winter infiltration HTM 8476 Btuh / 361 ft2 Total window = 23.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 20639 W x 0.0167 = 138 cfm 2. Summer infiltration load 1.1 x 138 cfm x 18 OF Summer TD = 2724 Btuh 3. Summer infiltration HTM 2724 Btuh / 361 ft2 Total window = 7.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 138 cfm = 4058 Btuh eroceaure u - tquipment sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 32943 Btuh Sum of ventilation and structure loads = 34428 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 33740 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/Ib moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 4058 Btuh Equipment sizing load - latent = 7649 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold/itallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrighttsoft Right -Suite ResidentlalT" 5.5.0E RSR26014 2002-Apr-03 17:06:06 4C4i\ E:\F11eskmorr1son\1823 BROOKWOOD\1823B4B\1823B4B.rsr Page 1 2Ssn 2Ssh 12.12 295 9a80fd il. cd 14.14 rap to, bath duct cles to roof cap 8. I.cd D. A ,. fan-1,pht S 41ve l.cd 14.8 Lcd 10 145 1D.6 l.cd 3' both duct e• e• 12' to oof cop 95 f. L 35sh NN ID.6 l.cd 7• 115 25sh 8. 1 dred S . 75 D.ID rap IN6 Lcd 30.18 -rp , 7' uD 7• Qrr e• 0.6 Lcd Is, 90 A/CPAD 6 I 6. 10.6 l.cd 10.6 1 d cum a 5• I60 to, 12' 23sh 9• 7 DANPE IB 8 PANEL dryer duct 3' bath disci to roof cap 12.12 rap ;o roof capion d ton ./5k, e2.Dv 1ph 2-26.h IBv16 plan 2.%16 RAD 1..8 Lcd a/e••ro• pla fern by ar.- uD m. ONEWELL 2 ZONE OAIlPEl mat—.21 1 6 42X42 A/C SLAB 1dl2 BY BLDR MIN p 2' FROM WALL ova trans trans Must have a rdnttuh cltaror,c• of 4 Inches arountl the air handier per the State Energy Code. All duct has on r=6 Insulotlon value. Rating V) w w z g OD O p ^ Pa A= z0.- 0O w006ACC YOry InO O Pa c::> F- Oa M P43 of o } m w •• .. > z z o a J O 7 Q to r. L IDi10Ina cd U i t 7, R INTO - im r Must have a rininun clearance of 4 Inches around the air handier per the State Energy code. All duct has an r=6 Insulatlon valuv. fNzO N LUF- a 0 M WNz E CD o o pCi Q\ a= Zp~ 1, W OQ' \ eV) Q\ J vp Rating zO r E m w •• •. > z o z o iu 3 aF-m a mEL-1(noo V1LJl 11 Jl4rn.1>,d Ld Y;W1Li't; 7.i Ltic o:J^ P MANUFACTURER NAM THERMA oTRU® CIAsw CFTAFP m-mma ll4 swaLE AND DOUBLE W/d WA7UT s1081TF.s. 04SLA.ATED FIBEHOLASS DOOR WTTTI wOOD FFwG--• GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-DADE COUNTY. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MUMI-OADE COUNTY. 6. mAmi-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE 7. SLDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDEMLAL INSULATED FTBLNIRAbb n Common to all frame conditions h r P n I• rbergtoss (SMC) skin 0.105- min. thk.. Sidelite Sheet: 0.07 min. thk. with yield strenggth %min)=6.000 FP Core design: Polyurethone foam core. withl.9 IDs. ensity by BAISF. paM' The panel skin is constructed from a 0.095' thk sheet Coale SMC) The interior comity is filed with 19 bs. &nsil' 94SF 7Ae foam. face sheets 1ffie h Thechlw4>1.47latch mid iVla lAfisfleelatchrenfacmlenL The fop and botlom rat_ ore of o wood nun,, . In the doWe doorgPficafenfleenoctMdoorafeltednthanahaninumnstrogalof6060-i6 aUoy. Frvme Consimcfion; The frame is constructed from ringer jointed pine me. wide x 1.17' thick. The lreodu is joined side Fwith (J /8• x 25• phis tkod• Wqo Spews• T1Le fteshold janed to side jambs . ale (2 169o. 1/2 crown x 2 kng staples of eoN .ids. Th. nud6onsoremutogetherinosideitsopplic66mum9 /e i j Hood Screws ( 6) screws yC each rrydon The rxwb rrsA on Saddle thre"d meowrng 5.75 x 1-548. SIfC lip Ule - ON sire is 17S" wide x 50.19" high secured x 1.75• PhUpsPonHeadScrewsTheframeoreseaedwith .drone eaulkitg (Dow 795) to side6le pond and to the glass Sikkte SMC Lip Lite with flee yxdd strength Fy(min.)= 6.200 psi h TUC Lip Ute rilh the geld strergU FI(mncr 4,674 psi - W sire a 9.85" ride x 65.85" wide se= w/(16) / 8 x 1.75' PhaSps Pa. Heed Saews The fmrc ae sealed with .iGeone wLdkig (Dow 795) to siddite pad and to flee gloss WMrd flush gored -the sideble sash face Panda are r , ., r to recei the UmMed Glass. Th s altacfad to the siddde face sheets with srTcone glaring conpound (Dow 7r TABLE OF CONTENTS SHEET 11 DESCRIPTION 1 I TYPICAL ELEVATIONS h GENERAL NOTES 2 1 VERTICAL CROSS SECTIONS 3 1 HORIZONTAL CROSS SECTIONS 4 1 HORIZONTAL CROSS SECTIONS &NOTES 5 ANCHORING LOCATIONS k DETAILS 6 ANCHORING LOCATIONS h DETAILS 7 GLAZING DETAILS B UNIT COMPONENTS 9 BILL 0F MATERIALS & UNIT COMPONENTS j rOVERA.LX- TH 36" MAX. PANEL DTH t0MAX. OVERALL FRAME WIDTH 36.66.615' MAk. 15. 5" MAX. PANEL WIDTH FRAME WIDTH W/ ASTRAGAL 13.9375" MAX. WIDTH 2a. s" MAX. D.L. O. J / oa p{ TYP-) H DOUBLF W/ SIDFIITES INSWING LINfi OPTION II W/ SURFACE BOLTS SEE DETAIL A' SHT.3 FRAME WIDTH At f MOD68. 5" MAX. OVERALL WIDTH - ELS ARE VIEWED 24.5" FROM INFERIOR D.L.O. 74. 5- MAX• O - -KALL 36. 625M MAX. PANEL WiDTH -- I W ASTRAGAL I i E d / r 24.5" 1 c MAX o D.L.O. TYP.) a 0 L DOUBLE INSWING` UNTT OPTION II W/ SURFACE BOLTS ncrw ' e' CWT 1 DESIGN PRESSURE RATING YME IL WATER INFILTRATION REQUIREMENT IS NOT NEEDED OPTION I W/OUT SURFACE BOLTS 47.0 PSF -47.0 PSF OPTION 11 WITH SURACE BOLTS & WIND. IAMBER II ASTRAGAL 70.0 PSF -70.0 PSF 7.125" MAX. D.L.O. WIDTH LIP LrTE 7.0' MAX. D.L.O. WIDTH INTEGRAL LfTE TYP. FOR BOTH SIDEUTES) 15.5" MAX. FRAME WIDTH 13. 9375' MAX. WIDTH 7.125' MAX. D.LO. WIDTH UP LITE 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDEUTES) I` 1 O> co N O 8so' OOWo 3Q 00 to a ewcaaw ucvurts. we 013. 6 34. 3831 ocrc 1 t 07 01 sru• N.T.S. ow er WLN cw- wr. RW ownwwa w: 5- 2178 cwr, I or 9 xxU Ln 68' MIN. PANEL THK- In SEE GLAZING DETAILS SHEET 7) cl O EXTERIO Go EXTERIORr lmmffio rl'\ VERTICAL --CROSS SECTION v DOOR PANEL Ln T-- n 1.68' MIN. 2 , PANEL THK SEE GLAZING DETAILS SHEET 7)- E NOTE SHT.4 43) ' i EE NOTE SHT. 4 2L 49 INTERIO tn of EXTERIOrgWERIO QV SIDELITE PANEL 2.141" 1.691 0! INSWING =110TE 0 BOTTOM ROOT 0.09" EXTRUDED VINYL WALL a13.w4.3531 LLL07LO' c: NTS r - WLN YL Wr. RW A-0 a- S-2178 un 2 or I BOLT ) BOLTSgBOTTOMM (2BOLTS AT TOP & (2) AT BOTTOM mum 1 N V O ASTRAGAL OPT10N 1) 1. 15' MIN. 0 j EMB. C3 N EXIERIO O 00 r25' MAX SHIM O Ln p a0 15' MIN. C- SINK d O = to O ERIO i 43 U LLI O O W 0 mW 1 493 W a 3co WO_ 0 000 O co i 636 L _ zrn ^n z in 3 SEE NOTE 35 34 9 SHT.4 L-jNy I t6 17 1 I R NTER OR a am U 20 U FJ o uy 3n 3 O SIDELITE TO BUCK THE SIDELITE CROSS SECTION O 0,1 I II i 1 1 x Q 1_ F 45 ME OPTION if SURFACE qqLTS) 0 3 SEE NOTE O O 10 MULLION f 25' MAX. SHIM SPACE 17 I I 15' MIN. 1 C-SINK 4 LATCH ,IAMB TO BUCK 1.15' MIN. EMBED. NOTES: 1. THE SIDEUTE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELTTE FACE SHEETS WITH SILICONE GLAZING COMPOUND (DOW 795)• 2. SPACING FOR /8 x 1' PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1', 37. 5 18.25 40.5, 59.25'. 74.25'. 76.25" do 78.25'. 3• THE HEAD JAMB IS ATTACHED TO THE SIDE .IAMBS WITH (3) 18 x 2.5' PHILIP FLAT HEAD WOOD SCREW AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 18 r 2.5' PHILIP FLAT HEAD WOOD SCREW AT BOTH SIDE. 5. THE SIDEUTE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2' PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0', 19.75 33.5 47.25 61.0' k 74.75'. THERE ARE (2) AT THE HEADER AT 4" W FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A 18 x 2' SCREW SECURING THE MULLIONSTOGETHERISTHESAMEASTHEPERIMETERANCHORINGSCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WRH (4) MORE SPACED AT 117' O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 18 r 2' SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELTTE AT THE MULLION USE A 110 x 1 3/4' SCREW. 8. THE WSWING SIDELITE BOTTOM BOOT WAS SECURED TO THE BOTTOM OF THE SIDELITESASH WITH (3) 16 x 1.0" PHILIPS PAN HEAD WOOD SCREWS 2.0_ FROM EACH END AND (1) IN THE CENTER. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8' COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1 x 0.04' DIA WIRE BRADS AT 2" FROM EACH END A MAX. OF c v N U W W 0EXTFRIO 25 MAX. r SHIM SPACE 9 SEE NOTE fin 7 SHT. 4 2 . 15' MIN. 4 HINGE JAMB TO BUCK. q- 7SINK 1. 15' MIN. EMBED. a STRIKE JAMB TO FLO D o. r. N O op 0, O 00 VV OLVO o50 i NIN wT a eurtno+ o uuA. ns. r+c 613. 664.3E31 ._ up WLN w RW K w0. 5- 2178 CENTRALVTRAL u •L` h luA li.o u t sow J SEE NOTE 3 SHT. 4 MANUFACTURER NAM% SEE OETAiI F je• f+ T Z Ea EE co o ao 6' 6 a ') 6" 3' 6" 3" 6' 3 1D 10 6- 6" ` SEE NOTE I 3 SHT. 4 ccoZO 8 41 n 3' 6" 3. 3- 3 3' L 1 1 LJ Om,00 11 13 II I 3Q00 TYP. SEE DETAIL TYP. Inn nci W 0- SEE NOTE F" SHi. 5 SEE DETAIL (n In 13 v Ucl N 6 SHT. 4 E". SHE 5 o f IYP. a ' SEE SEE NOTE 4 TYP. ,a w CL U) co 13 SHT. 6 SHT. - o TYP. SEE DETAIL N cZ SEE DETAIL 13 SEE N07E 4 1A D' 'E" SHT. 5 TYP N t ' oa ooSHT. 5 D. 4 SHT. i o B. SEE DETAIL G' SHT. 5 C' C- TYP. '0" eel _ 51 i 015 a 51 O - TYP. TYP. 3. YP6 3- 33" 3- 3- 3 6. 6' . SEE DETAIL 'H' DRILL THROUGH FOR A 0.357" BOLT DEEP DOUBLE DOOR W/SIDELIIES ENOUGH FOR A " BOLT THRO 13 13 c O ATTACH THE STRIKE SURFACE BOLT PLATE TO THE THRESHOLD STRIKE PLATE W12 I10 x 2 112" PFH WOOD SCREWS DET, NS _F nFTAIL "G' DETAIL 'H- ASTRAGAL STRIKE PLATE ASTRAGAL THROW BOLTS 4_ OPTIQNAt. S Rr CE A7 THE THRESHOLD 1 51 IYP. 1 I SEE NOTE 6- 6'- F-- o 4 SHT. 4 1113- 6843E31 m 11 7 01 n N.T.S. m WLN K ar: RW mm w: 5- 2178 4xr 5 a 9 1 1 1 io N N O N I nN N L e N O J aIn SEE DETAI E" SHT. TYR SEE DETAIL "F" O > C O ODI Z=O1^j6" U g3' 6" Lj3 F- 6' 3" 35" 63' -- 3' O O 6' —1 3' O O O I I I I 1 I I I 11 I I I 3Q I- SEE NOTE13 m 0 _ 13 Typ 3 SHT. 4 SEE NOTE SEE NOTE W a Zi- 7YP. SEE DETAIL n 3 SHT. 4 - 6 SHT. 4 - F' SHT. 5 13 ~ (L v 12 z m TypSEE DETAIL o V SHT. 5 n j o 13 - SEE DETAILp o SEE DETAIL Typ, n 'J' "E" SHT. 5 r,o z 5 ' H" SHT. 5 'n - ' ru o J. - - 13 o U"SEEDETAIL 'K' 'K" TYP. 'M e & y SEENOTE "G' SHT. 5 51 51 51 _ 4 SHT. 4 - - TYR 51 TYP. '" TYR I I _ -T 6' 6" 3- SEE NOTE 3" 6 6 3_ 51 4 SHT. 4 6" TYR SEE DETAIL "H' SINGLE DOOR W/SIDELRES DOUBLE DOOR C j z 7 1 lai y+ FLOTANi1. D MANUFAC oac 11 01 wui: N.T.S. WLN RW 1% uL S- 2178 san or s 0.5- GLASS BITE Y z SEE NOTE 1 TOPPH 1/8• TEMPERED CLASS v 1/4AIR SPACE 1/8• TEMPERED GLASS 8 x 1 1/4• STEEL IACER 0625• THICK DOW 795 1 /2• INSULATID TEMP REO_ S GLAZING DETAIL SHOWN 0 GLAZING COMPOUND CI ASSIC CR•F r TCM LITE FRAM SIDEUTE ONLY) 0.5' GLASS Z SEE NOTE 1BITE 1/8• TEMPERED THIS SHT. S GLASS v o p 3/4• AIR SPACEp • o ' 1/8- TEMPERED 18 x 1 3/4• PPH GLASS 3/4• STEEL INTERCEPT SPACER 0625• THICK DOW 795 GLAZING COMPOUND 0.5• GLASS SITE 0625• THICK DOW 795 SEE COMPOUND TH 1/8' TEMPERED LGLASS PPHm 3/4• AIR SPACE 1/8• TEMPERED GLASS SB x 1 33/4- STEEL IN 1• INS ATED TEMPERED CLASS n e ING DETAIL SHOWN W v CLASSIC CRAM SMC I ITF FRAME REQUIRED FOR DOOR PANELS) 0625• THICK DOW 795 0.5• GLASS BITE GLAZING COMPOUND 1/8• TEMPERED GLASS 0 0 O, coQ OO AIR SPACE 0 Q 0 1/2• 0 0 0 1/8- TEMPERED S GLASS SEE NOTE 3 HTHISSHT. Y sn 3/4" INSULATED TEMPERED GLASS 1/2- STEEL INTERCEPT SPACER nSSING DETAAL SHOWN W/ r eClr I'RAFI'• INTEGRAL C IN 1• INSULATED TEMPERED . wc5 GI AZ DETAIL SHOWN WI ciAssic CRAFT' TCM LITE FRAM SIDELITE ONLY) 1. THE 27.5• x 50.19• DOOR LITE IS SECURED WITH (16) /8 X 1.75• PHIL.UPS PAN HEAD SCREWS SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 3.0 . 13.75 AND 24.5• FROM THE LEFT SIDE. THE SIDE STILE ANCHORS WERE LOCATED AT 3.0•. 13.25•. 23.625. 33.875• AND 44.125• FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) 88 x 1.75• PHILLIPS PAN HEAD SCREWSSPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END. SIDE STILESFROMTHETOPDOWNTOPDOWNAT5.5•. 16.5'. 27.5' 38.375-, 49.375• AND 60.375•. 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. SIDELITE ONLY) CENTCENTnALFLoRMA B- 0-A-FE MANUFA r N O 00 O co o Rp= n U O Ln u OWO jO21c00n W 000 z S n 313. 654.3531 we 11 7 01 rui NTS xc R: WLN aK ar. RW o• rw.c rw_ 5- 2178 smm 7 of S 4.O3" OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP LOW —{ T e•.n . On1Tn// OAII FINGER JOINTED PONDEROSA PINE r--1.47 --•{ h co CC BOTTOM RAIL OWOODCOMPOSITE 1.077" { 4---1.54" i 36 r-lnrl rrr 01 ANIr cmF "I F FINGER JOINTED PONDEROSA PINE j--1.47" x' TOP RAIL OWOODCOMPOSITE 5.75" n SELF A JUcnNG C IJDI F THRESHOLD OAlUMINMIVINYL045" WALL ALUM. 21 080 THK. WALL VINYL TYP. 39" RED OAK CAP 01.46" CC HINGE SIDE ST11 E CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA. RADIATA, PULAI, ELL10TT11, TAEDA OR SUGAR PINE. DOUGLAS OR WHITE FIR CEDAR. INCENSE CEDAR OR REDWOOD. III1 K40 x 1.79" PT THREAD J SCREW. MAJOR DIA. 4.Omm 8 SMC LIT- FRAME 4.565" L 1 WOOD FRAME 1.920" m om 14 i ' N R FIQ M FP T+ VINYL .080" MAX. WALL. .035" MIN. WALL 1.375" 8-10 x 1 1/2" PPH PLASCREW 09 T— I DIM. VARIES Cl:/N • N W/GLASS THK. n I- 1'1J-11 \ V 1 1 J 8 TCM LITE FRAME MASTE4t F1.11LEj # o> O04cco 000 EEoo 8 :5 - 3 O 1i1 0 O :D O300 n Lu a FT C somomwm o a e• • UK II 1mr. or. WLN I 5-2178 DESCRIPTIONacm FIBERGLASS 1 LU1 w h I • h in - 2 3 T01 0R 1.4r 4 5 1.4 6 X 1 PWLIPS PAN WA) SCREW STE L 6 POLYURETHANE FOAM 0-1- 1.9lbs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHLRSTRIP FOAM 8 TRO LONG REACH COMPRESSION WEAiHF%lR1P FOAM 9 4 x 4 HINGE .097 THK. THERMA-TRU STEEL STD 10 10 x 3 4 I.G. PFH MOOD SCREW I KOM 10 Fmnm 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 8 x 2 I.G. PFH WOOD SCREW U- 13 8 x 2 112 LG. PFH WOOD SCREW STEEL 14 INSWING DOOR 8OTTOM SWEEP VINYL 15 2x OUTER WOOD TEST BUCK WOOD 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4' SHIM MATERIAL WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 20 NOT USED I{FiADFR 4 565 x 1.17 RYA-TRU PONDEROSA PINE WOOD 21 INSWING SELF-ADJUSTING SADDLE THRESHOLD MOOD ALlhl 22 ME JAA® 4.565 + 1.17 -TRU PONDEROSA 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ALSTRAGAL WINDJAMSER 11 WR687 .052 WALL um. 06S0-T 25 LAGLAZING. 112 INSUTED TEMPERED GLASS G 26 27 NOT USED 8 x 1 LC. PANHEAD SHEET METAL SCREW STEEL 28 11, 51 I: LIP ULE MC. THERMA-TRU nth eld F min = tv 29M x STEEL 30 NOT USED VINYL31INSWINGSIDELITEBOTTOMBOOT 3y 1 8 THK. CELLULAR GLAZING TAPE STIK-II TAPE 33 1 x 0.04 IXA MIRE 8AD5 STEEL 00 34 35 3 8 COVE MOLDING BUNK JW 4= x 1.17 TMON-TRU. PONDEROSA PDIE WOO 36 S ET!!E SDE STIE TRU 1531 x . I moo 0.5A Pf W000 37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 IATGI JAL® 4M x 1.17 -IRO PO1 1 WOOD 39 N07 USED ALUM. SILICONE40SILICONECAULK 41 NOT USED WOOD 42 CMITF RP LL B7DW RAC 131 x POfiiROSA STEEL 43 8 x 2 LG. PFH WOOD SCREW 44 3 16 SEX BOLT STEEL 45 IVES 454 8' SURFACE BOLT STEE L 46 PLASTIC UP LITE FRAYE iCll THFRMA-TRU TEECM with 'eld st, h F min. = 4.674 47 8 X 1-3 4 PPH SCREW FOR ITEM 28 & 46 STEEL 48 GLAZING, 1 INSULATED TEMPERED GLASS 49 GLAZING. 3 4 INSULATED TEMPERED GLASS GLASS 50 CC BM RAA (1S0' x .E63' DOW-11W HOOD L01aP051TE) WOOD COMPOWE 51 3 16 UPWR ANCIgRl11G faco. 1.75 &M LG.) STEEL 8. - —{ O® - , I = N rn ASTRAGAL RETAINER BOLT N I `" MATERIAL: C/R ROD ZINC n j— dt YELLOW CHROMATE 179" 1 FOAM CELL CORE NYLW JACKET 1.158' N O `r DRILL TRU FOR 1 18 PFH WOO DRILL TRU FOR SCREW 2PLCS .357' DIA ASTRAGAL RETAINER BOLTS WINDJAMBER If WR68T STRIKE PLATE O7 .35" COMPRESSION WEATHERSTRIP BY THERMA-TRU RETAINER BOLT FOAM CELL CORE W/VINYL JACKET Tyy AL FLO G B• O' A` f - lco b N CEN 1 rl N R Nam; N MANUF r M- WINDJAMBFR 11 WR68T 24 ASTRAGAL (Al UMINUM .052' WALL M-) o> 4LL o ao NO a o=, 8 g W inO 3QGo r\ 111 00 0- Ma tl O lbly C E13.W84.3631 n 11 7 01 em NTS c wr WLN ar Rw rn¢ woa S-2178 m 9 or G i - 1 & ""'A.""' A.""' MANUFACTURER ter HthMA oTRU® vLtSSIC CRAFT` OLFTsIVINO &a sr a E AND OOUBIF W19 WJOUT SIMrrES. INSULATED FIBERGLASS DOOR WfTN WOOO FRAME& THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-OADE COUNTY. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS DuSHOWNBEBEYONDWALLANCHORRESSINGORNTSTUCCO E MATERIAL DESIGNED PRESSURE RATING SEE TABLE PAGE I. THIS PRODUCT ME E7S THE WATER REOUIREMENTS FOR MUWI-DADE COUNTY WITH THE USE OF THE HIGH I)AM BUMP THRESHOLD. SEE THE DESIGN PRESSURE CHART BELOW. MIAMI-D4DE APPROVED IMPACT RESISTANT SHUTTERS ARE REOUIREI SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. ft,Lr 211felfle eetq Door n r rg ass (SMC) skin 0.105' min. thk., sideate Sheet: 0.07 min. `hk. with yield strengtfbs.h 7(min.)=6,D00 far d Sian Polyurethone foam core, withl.9 density by BASfp p ion The panel skin is constructed from a 0.095' thk sheet ma corn ). The interior c,,4 s filled with 19 ins. dens8y B45F rham foam The panel rote sheets are 91u ed to the wood st7 and ryds slatchacidhugeStilesareLVLorl5LThelatchs* which is 4.03 X 1.47 is the bldr reudorcement. The fop and tatlom rot, are d o wood ciex irdede materid In the dou6k door aPPTKdion Ore inoetie door s fitted with on durninwn astragal of 6060-T6 oOoY. F me Construction: The frame is constructed frown fin er side SGSwidex1.17' thick The header a jailed with ( 3 /8, x 25 head W Samm The Ilweshdd Pinea jof to f side jambe thh (2 16ga I am x 2 big staples d each . ide. The mal6ons are togelha io a side6le gVfixt as 9 /8 2' fporqq PFH Wood Screws (6) screw Pa eadr muPa AM, Bump threshold nleo ..V 4.615 x . SMCLolife - OA site a 27S' wide x 50.19' high secured W 1.75" UPS Pan Head Sawwc The from are noted with sJicaw cou& irq (Dow 795) to siddde panel and to the gloss Side61e Glazing•. SMC Lip Life with On yield strew qth Fy(.kL)= 62W Psi & TUC UP Lyle with the yell strength fgrrmn.)= 4.674 Psi- Ot site a 9.95" wide x 65.1i5' wide sensed w 16) 8 x 1.75" Philips Pon Heod Screws. The frame are sealed with silicone cuu&irq (pow 795) to side5le Pond and to the 9fozs• lntegrd Flush Owed - Tine siderde sash foci panels ore molded to recebe the irwdgted •Th 79 glassisoflochedtothesideffefocisheetswithsi6Car0glazingcomPwndTABLE OF CONTENTS SHEET 11 DESCRIPTION L WIDTH 36" MAX. - PANEL WIDTH D F JFn2; 4.5 6 2z7w D. L.O. TYP.) Gil a1 a o e r-O O O o 0 0 CS N n no to ro f05. 5" MAX. OVERALL FRAME WIDTH 36. 625" MAX. PANEL WIDTH —{ 15.5" MAX. w/ ASTRAGAL I n D FRAME WIDTH DOUBLE W/SIDELfTES OUTSWINGY aur: IF plmwlNG UNIT OPTION 11 W/ SURFACE BOLTS J 74. 5' MAX. OVERALL FRAME WIDTH SEE DETAIL A" SHT.3 IlJ.. 2!!!F SIJJ FliF68. 5' MAX. OVERALL WIDTH — r36. 625" MAX. ARE Y 1 :24.j5' EFROMINTER19R .LO. r— TRAGAL oT_ 2ooil Jo 24. 5" / o z -' 2 MAX _ < / TYP) r: IC X / n 1 Co o . t Co ACTIVE SINGLEV I N DOUBLE FOUTSWING UNIT OPTION If W/ SURFACE BOLTS DESIGN PRESSURE RATING I OPTION I W/OUT SURFACE BOLTS +47.0 PSF -47.0 PSF WITH SURACE BOLTS h 1 +70.0 PSF -70.0 PSF OPTION 11 WINDJAMBER 11 ASTRAGAL 13. 9375" MAX. 7. 125' MAX. D.L.O. WIDTH UP LITE 7. 0' MAX. D.LO. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) n J 15. 5' MAX. FRAME WIDTH 13. 9375' MAX. 7. 125' MAX. D.L.O. WIDTH LIP LITE 7. 0' MAX. O.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) O >_ F- IY N O 00 O N O MI ao= U: SWU-) JE OjOD OODn ul to a V W ermoow emu«. 513. 684.3E31 N. T.S. or. WLN wt.. RW S- 2161 1 or t6 ,6 17 17 zo 7 20 CWl N- ZY a :. :0. n=y B 22Z 'y O.O i' 1.68' MIN. - "aQ ' h'1 1.68' U PANEL THK. .-p0.o _ U PANEL THK pa.0 o 29 29 SEE GLAZWC 28 i i SEE GLAZING 28 u DETAILS DETAILS x W x NTERID EBB n 1f lQB B a H 0 6 OO :pp ry H I QO iO.o N o t7_ p n ci SEE NOTE p•' n 6 .• o :0 8 SHT. 4 - p.o 7b.. t 39 7 t9 ' com 8 n St 51 HIGH [AM2OUTSNGODORPANEL + 2 OUTSINNG DOOR PANEL W/ WI W/LOW PROFILE THRESHOLD SEE DESIGN PRESSURE TABLE) GBI 2 y3z 1.68, MIN. r in I PANEL THK U u 1 x W SEE GLAZING DETAILS - 5O EXTERIQ$ Y 19 o> ro co 6 p o0 g L totoou SEE NOTE fE O OSHT.4 n w EL ic xU IW a 1 T SEE NOTE JJ a SHT. 4 SEE NOTE 5 SHT. 4 2 OUTSWING sK 2a PANELTHECROSSSECTIONIS SHOWN W/THE 'CLASSIC CRAFT nAw mA m Q 3/4' GLASS 2e,m on,c 2TAN,S. ,MC 813.684.3831 M. 11 5 O1 gL NTS c. or.. WLN KW S-2161 a, 2 OF 9 ASTRAGAL RETAINER BOLT 8.0' LG. TOP h BOTTOM (2) BOLTS i AT TOP h (2) AT BOTTOM 3 JOW a INACTIVE SEE NOTE 2 SHT.4 WTER OR Z ^ rrVO W L]y=1 IW/1 .... Q...1. •:... nK... v 2 I NT R N N,V O MULLJON 1.15" MIN. EMB. 25" SHIMrMAX. 15" MIN. C-SINK EXTERIOR Z Y 43 u 49 a t 0 ° O0 6 u. NNn 36 3 fv SEE NOTE W p N 9 SHT.4 H 16 17 3B O SIDELRE TO BOCK DETAIL A OPTION A SURFACE BOLTS) E NOTE { SHT.4 0 j CJ CLtt 0Ld tov7U) O W 0 CID Lu a E 13.6E4.3E31 ro 11 5 01 a: NTS 0. or.. WLN K ar: RW A- C N0- S-2161 m 3 or 9 xT RIOR ins 25 MAX. Z Y V SHIM SPACE ? : N e Z U Wi 13 3 -a woy t 6 EXIEHLOB o 6 8 1 RI R 17 IS" MIN. 1 RI NT once CFe_71n__N C-SINK 4 LATCH JAMB TO BUCK, 1.15 MIN. NOTES: EMBED. 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPACING FOR g8 x 1' PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3", 5. 18.25, 40.5". 59.25. 74.25. 76.25' do 78.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD 1S ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5" P.P.H. WOOD SCREWS AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) SEE NOTE 1 18 x 2' PFH. WOOD SCREW. THERE ARE (6) AT SHT.4 EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0. 19.75", 33.5, 47.25, 61.0 do 74.7". THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL. 4" IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A IS x 2" SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER Z _ ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP N ^ FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. v L7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK w o :,CcUSEA /8 x 2" SCREW. WHEN ATTACHING tnTHEHINGETOTHEJAMBANDTHESIDELITEATTHE MULLION USE A B10 x 1 3/4 SCREW. 8. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPUCATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8' COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING I' x 0.04" DIA. WIRE BRADS AT 2" FROM EACH END A MAX. OF 12' 0 C. 25' MAX. SHIM SPACE SEE NOTE 10 7 SHT. 4 37 Z Y a 2 SECnOb •15' MIN. 13 4 HINGE JAMB TO BUCK, C-SINK 1.15' WIN. 18 EMBED. EXgBIO Y SEE NOTE 1 SHT. 5 3 13 1D a a 34 e a 33 SEE NOTE 9 THIS SHT 7 3 H I NT R TIO 4 O STRIKE JAMB TO SIDELITE aeiillfl de 4tl.iuA a M u,NUFAC D 0 u ry o_ _ O co o (n 0 CO Q. OLOUg oWo o5o 3Z n Wco a ole 00UJJZ45ZZ No G U2 V) E13. 654.3531 n il/5 01 Cc NTS c. or. WLN rr RW oc 5- 2161 En 4 or 5 SEE NOTE 3 SHT. 4 SEE DETAIL "F SHEET 5 I 6" 6_ 6. 3' 3_ 3. 6- 6- 6 3" -33' 3' 13 TYP. SEE DETAIL TYP. _ SEE N07E SHT 5 6 SHT. 4 SEE DETAIL 13 _ ' G" SHT. 5 TYP. SEE DETAIL _ H' SHT. 5 B b 51 I 1 { TYP. 3. I 113- t 3-. 6' SEE. DETAIL E SHT, 5 SEE NOTE — 6 SHT. 4 6t 3 I I _ SEE NOTE D_ TYP. l 4 SHT. 4 3' i- —i I-- 3' 6" F—_ Tn3' 3 6 6' m —{ 6' 6' L r 1 n n — — n to 13 0 TYP. tn C7 L na SEE DETAIL 'c" "C. TYP. G' SHT. 5 - T — t s1 TYP. - 6' — i N co o_ LLI_ O Lo 000 O1ne SEE N0TE I1 3 SHT. 4 O O In C) OLLl O amsF-O=O n NN w a a E" 1- o SEE NOTE 4 SHT. 4 SEE DETAILL H- SHT. 5 SINGLE DOOR O=N. DO IRI F DOOR W/51DELM t DRILL iHRU FOR1A 0.357" BOLT DEEPENOUGH FORA2" o NOTE: BOLT THROW USE ITEM 113 A /8 x 2 112' PFH WOOD SCREW 7SEE NOTEATTACHTHESTRIKEANDDEADSOLTPLATESTOTHESEE NOTE 1 THIS SHT. JAMB OR ASTRAGAL EXCEPT IN THE MULLED7 SHT. 4 SURFACE BOLT APPLICATION WITH THE SIDELITE USE ITEM J43 A /8o t343STRIKEPLATE43 372' PFH WOOD SCREW.11 DETAIL 'H" 0O RETAINER BOLT HOLES 10 & OPTIONAL SURFACE ( % j _ DETA L F STRIKE ATE BOIi STRIKE P 'V A Be o A. Ji G w RW STRIKEPLATE0 Q.`IIY J` I1343apAyffic ASTRAGAL STRIKE PLATE (' j orpe 5-2161 10 nFTAII ' F' tOPPSTRIK PLATECE THIS SHT. DETAIL G" MANUFACTURER 1'tAM San 5 or 9 SEE DETAIL *F' SHEET 5 6" 3" _ in 6 ftDETAILL 6 3" ISEE NOTE OSEE3 SHi. 4 E" N m 13Im N y h a SEE DETAIL r C" SHT. 5 SEE DETAIL SEE DETAIL. N E" SHT. 5 FI SHT. 5NTYP L 3. TYP. 3" 3' Afy3'- 36. 63 3 I I I I I•I I I I SEE NOTE j SEE NOTE n 3 SHT. 4 6 SHT. 4 - OIn SEE DETAIL TYR uii "E' SHT. 5 13 TYP. SEE a5 "K" . M. "K' TYR 'M' n SEE NOTE 51 _ 4 SHT. 4 - - TYP. 1 52 I 1 1 S t TYP. I I 6" TYP. 3" -"i 4- 3" 3" 111 I 3' SEE NOTE6" 6 3"6' 6" 52 4 SHT. 4 6" 3' 3' Tvo SEE DETAIL H' SHT. 5 DOURI F DOOR SINGE DOOR W/SIDELITES h rq,'E'I AL IFILGRP MA B. O. A.lF. MANUi AMMFtiJ)[tiJSER 1V c ii —/'mot i-__--- •- - - - — -- 0 J L7 o_ > V1p V)0co a o = t. O Z" U !sw 3OW0 3Qa:) w(D a it-- p cuu.+rs. we UU euia+c 513.654.3831 Ro 11 6 01 Nm N.T.S. c or. WLN vr: RW A—C .n_ S-2161 mT 6 OF 9 0.5' GLASS _ BITE SEE NOTE 1 TdPPHSH' T 8 x 1 3 1/4' STEEL INTERCEPT SPACER 1 /2' INSULATED TEMPERED GLASS SIDEUTES ONLY) 0.5' GLASS _ BITE SEE NOTE 1 TAPPH13/ 3/4' STEEL INTERCEPT SPACER Y i N tn cl/8" 1/8'STEMPERED 1/4' AIR SPACE TEMPERED GLASS THICK p795 GLAZING COMPOUND Y i n 1/8' TEMPERED GLASS u Q 3/ 4" AIR SPACE 1/ 8- TEMPERED GLASS 0625' THICK DOW 795 GLAZING COMPOUND 0. 5' GLASS SITE 0625 THICK DOW 795 GLAZING COMPOUND SEE NOTE 1 THIS SHT. . 1/ 8- TEMPERED L_ GLASS 0 0 0 • 0 0 3/4' AIR SPACE T 1 1/ 8- TEMPERED Z GLASS 8 x 1 3/4' PPH 3/ 4' STEEL INTERCEPT SPACER rn o 1' INSILATF_D TEMPERED GLASS r. 1AZ* DETAIL SHOWN W/ u CLASSIC cgAFr cur. IITE FRAME REOUIRED FOR DOOR PANEL) 0625" THICK DOW 795 0. 5 GLASS BITE GLAZING COMPOUND 1/ 8- TEMPERED GLASS 0 O 0 O O O O 1/ 2' AIR SPACE 0 0 0 1/8' TEMPERED 2E!' GLASS SEE NOTE 3 THIS SHT. v tn Ng nv3/4" INSULATED TEMPERED GLASS 1/ 2- STEEL INTERCEPT SPACER r. 1 e7wr. DETAIL SHOWN W/ CLASSIC CRAFT' INTEGRAL GLAZING SIDELITES ONLY) 1' INSULaT TEMPEREDS:LASS G1 e71NG DETAIL SHOWN W/ M S 1. THE 27.5' x 50.19' DOOR UTE IS SECURED WITH (16) 18 % 1.75' PHILUPS PAN HEAD SCREWS SPACED AS FOLLOWS. TOP AND BOTTOM ROIL AT 3.0 . 13.75 AND 24.5' FROM THE LEFT SIDE. THESIDESTILEANCHORSWERELOCATEDAT3.0'. 13.25". 23.625' 33.875' AND 44.125' FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) 88 x 1.75' PHILLIPS PAN HEAD SCREWS SPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END. SIDE STILES FROMTHETOPDOWNTOPDOWNAT5.5'. 16.5'. 27.5' 38.375. 49.375' AND 60.375'. 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. ouj N o04 co0Ln`° j a. O X m: QOLo VV JJ uo mow 3t M Lu a iE u' m QQss -+ 4 L Buu)v g lao®•".FO >.3631 CENOOut. 11 5 01 1 i ° suu . NTS lJ t iil..LRER o c. or. WLN oar rr. RW oa r0c r. F' } S- 2161 r n C_^e`Itt L,Asp TT SKM 7 O 4.03 OLY LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP f--1.077'—{ FINGER JOINTED PONDEROSA PINE 1.47 n aDco CC BOTTOM RAIL OWOODCOMPOSITE 1.077' ---{ ff,1ETJTF BLaNK SIDE STII FF 36 FINGER JOINTED PONDEROSA PINE j— 1.47 --1 ao Gf. i0P RAIL OWOODCOMPOSITE g O O L O O 097' 4- O 4 x 4 STEEL DOOR HINGE 9 39' RED + OAK CAP I o O 1.46" CC HINGE SIDE S?I! CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERWL PONDEROSA. RAOIATA, PULAI, EWOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEOAR OR REDWOOD. 11 DIM. VARIESES 1 in W/CLASS THK. to q N 1 1 K4O r 1.7Y' Pf THWAD W141W. "OR OK 4.01— p1r UTE Wf 2B iTFA 4.565' L 1 T TF ul 0 2 38 WOOD FRAME m N m 4.615' 2.203' Nt 1 rI 0n ig OL WING BUMP PAGE e1 UMINUM/WOOD THRESHOLD 050' WALL. TYP. N HIGH DAM THRESHOLD 39 lk- - jOtl oLLI CNOD oL,,0o00 SLo Lo jr O W O 3Q Wba a E13. UK.3631 NTS WLN w: RW 5- 2161 8 OF 9 RP f18ERC1A55 i 2 L= YXEACCK BLOM- 3 CC 4 a OR t OW 1.** x 1,4 5 6 NOT USED LYURET OAM BASF. 1.91bs. DENSITY FOAM 7 SHORT REACH COUPRESSION WEAU0151FUP iHEW-1RU FOAM 8 LONG RFaL71 COMPRESSION WLATHFRSTM THOW-TRU FOAM 9 4 z 4 HINGE .097 THK. ERMA-TRU STEEL 10 10 x 3 4" LG. PFH WOOD SCREW a to Frame 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 13 NOT USED LG. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED WOOD162xINNERWOODTESTBUCKWOOD17MAX. 114 SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD THE -TRU ALUMWOODOOD 20 NEYIER 4.565 x 1.17 -TRU PONDEROSA 21 NOT USED 22 HOIGE LWB 1565' r 1.17' -TRU PONDEROSA W 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER It WR68T .052 WALL ALUM.G600660-T6 25 GLAZING. 1 2 INSULATED TEMPERED CLASS 26 27 NOT USED 8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28 C FRML C. -TRU STEIVIC PI m 6 od 23 STEEL29X40x1• 4Aw 30 NOT USED 31 NOT USED 32 1 8 THK. CELLUI GLAZING TAPE STIK-D TAPE 33 f x 0.04 D6l WIRE BRADSOOD STEEL 34 3 8 COME MOLDING D 35 DIMl1( JA1B 4.565 x 1.17 -TRU, PONDEROSA PINE 36 SUBDE SIDE Saf IRU 1-4 x . PONDEROSA WOOD 37 TEN1 3 4 LC. PFH WOOD SCREW STEEL 38 LCM AS 4-SZ x LIT - P0140EROSA WOOD 39 HIGH WATER DAM THRESHOLD SILICONE40SILICONECAULK 41 NOT USED I S PO!LETfOSI WOOD420.1DE 10P t b>lfipl Rfl x STEEL 43 8 x 2 LG. PFH WOOD SCREW STEEL44316SEXBOLT STEEL45IVES4548' SURFACE BOLT 46 7CM rilh ' Id str F min = 4,674 RFJJ 28 dr 16 S ESL 47 8 X 1-3 4 PPH SCR FOR 48 GLAZING, 1 INSULATED 7EMPERED GLASSG, 34 INSULATED 7EMPERES GLASS 50 a LIDTIDU M (1S0' x -R3':E W-IRU 4DOO WOOD CMOWTF 51 3 16 W= AM3A71dIG Ellp, 1.75 W K L& STEEL 52 3 16 fAFwH ANDIDIdIG [UD, 25 {QN IL STEEL Cam® - T ASTRAOAl RETAINER BOLT N MATERIAL: C/R ROD ZINC pi do YELLOW CHROMATE 3" In N O N DRILL TRU FOR A J8 PFH WOO DRILL TRU FOR SCREW 2PLCS .357' DIA. ASTRAGAL RETAINER BOLTS INDJAMBER II WR68T STRIKE PLATE RETAINER BOLT tL) N c _ N - co NO-- . 179' FOAM CELL CORE W NYL JACKET 1. 158' N DaO COMPRFSSIQb! WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE WIVINYL JACKET p tfK1 p q a N CENT nonMA B4O.F- 0 Ni MANUFAC TMR NAME: 1767- MASTER FILE $ WIN AMBER II WR68T 24 ASTRAGAL ( ALUMINUM .052" WALL TYP.) NIS at. WU w: RN w . o- S- 2161 9 ar o_> F' N O co 0.5" GLASS 0.5" GLASS BITE 0625 THICK DOW 795 O to co SITE Z SEE NOTE 1 CIAZING COMPOUND 2 O 0 SEE NOTE t THIS SHT. O N THIS SHT. 1/8" TEMPERED 1/8' TEMPERED U 0L'•I g GLASS 1_ CLASS 00 0 u . • 3Qa O o • 3/4' AIR SPACE n M 1/4" AIR SPACE w o W cco = 1/8" TEMPERED 1/8" TEMPERED GLASS z GLASS BB x 1 3/4' PPH S8 x 1 3/4' PP Ln 1' INcUL_ATFD TEMPERED GL645 v 1/4" STEEL INTERCEPT SPACER 3/4" STEEL INTERCEPT SPACER oU GLAZING DETAIL SHOWN W/ 0625" THICK DOW 795 -rI SSIC CRAFT- SMr LITE FRAME 1/. INSULATED TEMP R D ASS GLAZING COMPOUND (REQUIRED FOR DOOR PANEL) o rI.ZING DETAIL cHOWN W/ rI eeclr ra4 TCM 11TE FRAME d m SIDEUTES ONLY) p _ V 8 vI N 0625" THICK DOW 795 a 0.5" GLASS BITE GLAZING COMPOUND oISW. o o p zzii OT4SPACE Z 1/8- TEMPERED a n CLASS } m SEEmay' 1/8" TEMPERED 0 TH^ ] GLASS 0 0 OO 0 0 % 0 0 Q 1 /2" AIR SPACE o— O3/4' AIR SPACE O 0 0 01/8" TEMPERED Y? 2 Gl1/8" TEMPERED SE E NOTE 3 THIS SHT. aV) GLASS x 1 v/ 4"TEMPERED GLASS 3/4" STEEL IER GI A7INf DETAIL SHOWN W/ 1/2' STEEL INTERCEPT SPACER 'CLASSIC CRAFT" INTEGRAL GLAZING c 0625" THICK DOW 795 (SIDELITES ONLY) GLAZING COMPOUND OZ 1" INSULATED TFMP RCS n eZlur. DETA!L SHOWN W/ .Q C0eua L NSUlTA1lr`'. 04C oIC1. THE 27.5' x 50.19 DOOR LITE 6 SECURED WITH (16) je % 1.75" PHILUPS PAN HEAD SCREWS r O1r11i A o e13.es4.ae31 SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 3.0". 13.75" AND 24.5" FROM THE LEFT SIDE. art 11 5/01 THE SIDE STILE ANCHORS WERE LOCATED AT 3.0 13.25'. 23.625" 33.875' AND 44.125" o sl, FROM THE BOTTOM OF THE LITE FRAME. MANa FACT U v. c. er. WLN 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) fl8 x 1.75' PHACH PAN HEAD SCREWS OOL n• RW SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 2.125" FROM EACH END. SIDE STILES ^ a r•c FROMTHETOPDOWNTOPDOWNAT5.5'. 16.5 27.5' 38.375-. 49.375' AND 60.375 , ` No 5- 2161 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. F fl 7 a 9 4.03" 3O CC LATCH SIOE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP j-1.077---{ 1 VnFI ITF TOP do BOTTOM RAIL FINGER JOINTED PONDEROSA PINE r— 1.47' —1 naoco CC BOTTOM RAIL OWOODCOMPOSITE 1.077' --{ w — f rtc M AUK C11)F STII F FINGER JOINTED PONDEROSA PINE m cr. i0P RAIL OwDOOCOMPOSITE NILO O o 0 097- 4— O 4 x 4 STEEL DOOR HINGE 9 39- RED+ OAK CAP I T I o_ 1.46- CC HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSI RAOIATA. PUW, EWOTT11. TAEDA OR SUGAR PINE. DOUGLAS OR WHITE FIR. CEOAR. INCENSE CEDAR OR REDWOOD. 1_ 0 I0i z x4o . 1.79' PT THREAD J So". uMOR ow .D— ar i N rt TTtayT 4.565' L 1 o z 3s WOOD FRAME m 4.6,5" 2.203' t r 0 19 oln'SwING BUMP FACE ALUMINUM/WOOD THRESHOLD 050' WALL TYP. HIGH DAM THRESHOLD 39 o> ^ O co 00 am Sw Iowa o 00 Q3 00 c^ w d W eu1LMo NSULTAMM. WC 613. W.3831 6a o scut NTS c Der- or.WLN in: RW NAME 0PA—C 5-2161 Bas 7 _ M A S, Y`,l, 11 R iMaterial 1 with _ FIBERGLASS 2cc lop 3 4 CC NK ME plim-mu, IVL ! oK uw 1 1.4 s 6 NOT USED POL RETHAN OAM BASF, 1.91bs. DENSITY FOAM 7 SHORT REACH COMPRESSION WFATHOWRIP THERMA-TRU FOAM 8 LONG REACH COMPRESSION MFATHERSiRJP TFLERM4-TRU FOAM g 4 x 4 HINGE .097 7HK. ERMA-TRU SEL 10 IO x 3 4' LG. PFH WOOD SCREW a to Franle 11 10 x 1 I.G. PFH WODO SCREW STEEL 12 13 NOT USED 8 x 2 1 2" LG. PFH WOOD SCREW STE L 14 NOT USED 15 NOT USED WOOD162xINNERWOODTESTBUCK 17 MAX. 1 4 SHIM MATERIAL WO00 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD ERMA-TRU ALUM. WOOD 20 HEADER 4.565 x 1.17 -TRU PONDEROSA PINE WOOD 21 NOT USED 22 IONGE 4W 4565- x 1.17' -TRU PONDEROSA POLE W 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER II WR68T .052 WALL ALUM. 6060-T6 25 GLAZING. 1 2 INSULATED TEMPERED GLASS GLASS 26 27 NOT USED 8 x 1 LG. PANHEAD SHEET METAL SCREW STEES 28 1C UTE FRAMC.6THUUM CL yie RUI 28 STEEL29K40x1.4.anm 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-O TAPE 33 1 x 0.04 DIl WIRE BRADS STEELSTEEL 34 3 8" COVE MOLDING WD 35 ITLN(% d4MB 4.565 x 1.1 -TRU. PONDEROSA PWE 36 MEW 510E Sllf -TRU 154 x .67 PONDEROSA PINE SOOD 37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 LATOI AW0 4.565 x I.I - PaNDO 4 UM. HIGH WATER DAM THRESHOLD SILICONE CAULK SILICONE NOT USED SOE111E MP t BOTTDY all -TRU I54 x 5 POMM WOODr448x2LG. PFH WOOD SCREWY STEEL STEEL IVES 454 8' SURFACE BOLT STEEL U TCM pith 'eld stren th F min. = 4,674 si 47 8 % 1-3 4 PPH SCREW FOR ITEM 25 B 46 STEEL 48 GLAZING, 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GLASS GLASS 50 OC BOTTOM RAIL (150 x A3" RM-TRU VOOO CVX- MQ WOOD COLIP051TE 51 ! 16 W CON AN1imc ELCO. 1.75 NL I.C. STEEL 52 ! 16 UPCOfJ NCHOIM ELCO, 25 NX LG STEEL O® -- f ASTRAGAL RETAINER BOLT N MATERIAL: C/R ROD ZINC I? do YELLOW CHROMATE 3' N 0 N DRILL TRU FOR A J8 PFH WOO DRILL TRU FOR SCREW 2PLCS 357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER II WR68T STRIKE PLATE 1 " RETAINER BOLT 592" ZO q4 co O o0 coN on U SLLj N O LLJ OjoF- co t\ 179' co LONG REACH COMPRESM&IMMEROE FOAM CELL CORE W NYL JACKET i n 1.158" ui> S 8 cli 08 a u m O7 .35' F- COMPRESSION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET CENTRAL FL®RMA B.®.Fo n cep N N N MANUFACTURER NAME: 1n D /vt a T v 1.767" MASTER FILE # WIN AMBER II WR68T 24 ASTRAGAL (ALUMINUM .057' WALL TYPJ XALL NTS M. er WLh lac er RW 5-2161 s 9 or ! R J `77>t9 I. TESTED IN ACCCWNtE WITH SIAP4.M 13JILOINO COOE. CHAPTER 17. TO A POSITIVE APO PELT IVE 37.5 PSF. 2. DA94 PUAN33S REARESEN7 VAR OL$ SECTION HE IGHI S. 3. FGR SECIIa 7• HIGH SHIGH PAVE OW. e• HIDOORS PAVE FIVE SEC IICS. 4. SECTION HEIGHT OF 20.e12. 19 00 A 16.75 ARE AVAILABLE AND 'AA' BE L15CD IN C066I NAT ICR TO ACHIEVE VARI Q/ j HE DOC7S. 5. E1 os*o1 PAI TERN OF 14.50 >< 20.375 SHJIN. AL TER4ATE PATIERS OF12. 50 x 43. J75 AND 12 50 x 20 375 LHAY BE USED. 6. TORSION SRRINrS SHOW. Ex TENSICN SPRINGS AVAILABLE. 7. LISE THIS BRACKET. REF P/N 405964-0002. ON e• HICH DOCKS ONLY. e. rINOM WAY BE IPSTALLED IN THE TCP SECTICN OR THE SECTION IkQEDIA[ ELY BELOW THE TOP SECTION. 2• x 6• WOCO 1AL6 2 • x 1 • WOOO J AJIe OR E0. 11VA1fN1 P/N 405964-0001 1/4• TRACK BOLT 5/16 x 1 3/4• S• REF LAG SCREW E . DETAIL 'E• SCALE: 1/ 6 HE IOC CS II 9. THE STRUT PLACOENNT ON [YAKS Co STRJCIED WITH 5 OR LORE SECTIONS 1AJSI BE 141Ia SECIIOS ARE t0 TE PLACED AS SHOWN GH THE THIRD SECTION. EF--,`M CCSI STENTWITHTHEDOOR9.OAM. THE STRUTS FOR IHE ADDIRIG4AL UHT-W 6Fr6 w6 `TER FILE WCV' 1[rH10. THE STRUT PLACD4HI OILpJSIGH ON ALL SECTIONS LESS THAN :o.e17• Lob' ti REDUCED BY THE DIFFERD•CE BETWEEN I/E ACTLAL SECTION HEIGHT f 20.e12•. It SCREW PM 605911-0001 IS A 114' DIA x 5/6- LDVG ITTE AS H[X HEAD LETµSO" OQ 12. P061 TO BE INSIALLED ONLY WHEN HIGH WINO WARNINGS ISSUED. 13. STRUT PLACD D41S CAN VARY a3- 1{. OUWTITY FOR LC06 CAN BE 0. 1. OR 2. iRA4( 1 [-. tie ENO HI NCE 1 A J. 0 7.093 OOO VIEW - D- C)' t/e• DS9 2 TRACK 049 TW ( VERTICAL) IOA FIxTIRE I 1 R SECTION ' C- C' 2• x 6. 1NDop JAre 2' x 4• HOED J" •D•7 OR ECUVALENiSCALE: 1/ 2 HATE I ZCNTAL TRAOC r 001TNIEI8ALANCE TIORAL SPLICE IN 12 F RAL TRACK C' AT OC4FTOP RADIUS407605-0004 TYP 2 PlCS 40482e-0003 D• TYP 2 PLCS to a 400650- 0001 HS-I TYP 3 PLACES OPTIONAL WINDOW DETAILIA SCALE'3/32 400e50-0004 SPRING ANO-CR 1 ,1--SHAFT HIS- 0 /op ONLY / (>T0eD1w4EL' 407605-0002- TTP-2-PLCS 04645- 0003 404e25-003 0 .-TYP 2 PLS 5.0 g E, 'B• ' B' STANDARD TRACKDETAILFOR16' 44520-0003 405771-00010P/! SCALE: 1/1e• - 1• 16'-0' UAx. WIDTH- SCALE: t/te••1• SERIES 180 NOV 289 ARE ECUIVALENT CCNSTRI. C•TIQV 25GA STEEL INTERIOR ELEVATION SERIES 180 ARE S4W CCTALSTRL,CTIQV AS SERIES 280 GTVLY 240A STEEL AND ETD CAPS ODOR TESTED WAS 2e1 SERIES. DOCK WIQTHCURER STIL ENO STILE LER- STRJTS/ SECT. MILLER yER"ME f4Jg FLn,j IS' 3 SINGLE YES 2• X 7/ 16• 049• too STD. L - DETAIL •F' SCALE: 114 t16' WIDEI 9 C• 409327- 0001 ® . M 4AWM AW9 IeAI> NrA1Iw w F4 1/ .4 IOAw WI Awn. uWNfIH arAW1u - A A w Iw 41e4M1. A>• n Ire eOryYlwA11WpAqAImMl, Ar 4v Iw oms w AAe w I.vAPAIW LER NOTTEE 4 L - 0004.5.e 0001 S) 401199- 0001IYP 2 PIGS 4o462e-00o3 I(f TYP 2 PLES 1 7/ e• Tt•K. SECTIC7N 'A - A' SCALE: 114 F• /1 061601-0000 4141 - V DESIGN LOAD A• 25 PSF ± 21.ee1 17•-0• 9CIW41 TEST LOAD 37.5 PSF ± e•-ot MAX. HE I G4T 21. 57® 12• ® ¢ a rl, A 405771- 0002 STRUT TOP F I xTIRE I HINZ r IY.V0NIi 1 01/ 131981 REST SItL [: le•-4. MIL7f 41ee w, WIDTH.wimx D N/A DAVID FAVI I o2/+9/ 9e ., o- 409 35 I EJIO-I DAVID FAp 02 1 I I I I STRUT, a+m mr+w wa 4wr p 1 jp$1{L' • A[Y 4pt CM 10130 ]04/ri C 0575 O W IAEV R dar10141 1 /ri J/C c + ou ANCHOR W / 4- S/16 X L3/ 4' 0 I 2 11/32' AG SSW .091 MIN--••- '25 LENGTH • DOOR WIDTH - 1" 6. 04 .t06 W. t/e o 0 0 2TlF To 2—L o a 7 73/J2 3 9/I6' 1 7/• E L O ) 1— o ° '-- c o 4 5/e• os/ e MIN TFK 4.0 . 070 MIN-4- I I 0 0 0 2 7/ t6•-}—w{ PM CX V 400650-1O%, ROLLED HS-% STRUT PM 40932e- 0001 PLATE,HASP PM 401199-0001. TOP FIXTIRE P/N 405771-)OCXX DDT. FIXTLRE PART N,A I2 %THC STRUT 1 3•I FOR 150/ 280/290/390 SERIES 400650-0001 .030 i HS-1 ATTACH TO DOOR WITH 400650-0004 .020 HS-0 4 Sowws P/N 605911-0001 ATTACH TO DOOR WITH 3 SCREWS PM 605911-0001 PM 061601- 0000. SLICE 100( ASST 0575 2 9/32 REF t—,. 070 MIN 000 3 3/ 15 J,_o° o 0 0 I o 0 e.00 p O 7/16 1•- PM 407603- 0001, OD476P HINGE O 0 STEEL DOORS ATTACH TO DOOR WITH 4 SCREWS PM 605911-0001 5.00 PM 409331- 0001 PLATE. FLOOR 1/4•- 20 HEX wT 1 O I 000a ISECTION 7• HIGH DOOR WSYSKMINC FLOOR PLATE PM 409326-) D= POST ASSYI VERTICAL 2.765 156 DIA 0 F- 3. 00-• .375 DIA PM 606059- 0001 PIN l• r-- l-1 3/4• 1 9/ 32--- jr----- H• O 2 112 r H070 MINO0O0.10e MIN 103 MIN 3 }/le PM 405964 ! 046450. 97ADi, SUB PM 405954-0002. 97A00=i, SCAB JOINT 0 0 PART. H/$ R •l' PM 407505-) 000C. EM. HINGE RESID. STEEL DOCKS 405961-0001 3-t14 O46450-0007 4• PA" NAOR I •4.• 07us-0002 as SCAB QRAp(ET DE TA I L S 407w5.0001. 4074-0004 1. 3533 07f02.0005 1. 60 ATTA04 TO DOOR WITH 4.56•{ T- ! F 1. e0 GE r r c•.-. E F F 4 Tp ` Ep, 1,1, tNG4SCFtEWSPM605911-0001 RAtF r.%F C tr L ct i:. ': 1_ II 44P/ N 404828- 0003 ROLLER ASSY, TR-1 TR-1 ROLLER LOAD: 50 LOS. MA%. t.2S 11—. 1e7 4-. 25 I - jI 2. 504.1 RFi NG FLIT ° ° ° T Q.375 4. 00 P 2s I POSTDIA4 HOLES PM 40ee79-0001 LIW PM 40e676-0001 APPORT FLOQ7 PLATE ' W4f r M . I O a11.rYlw wTrir 'L w Ia.rararR .twawa.w 4twr r .tw44 Mf. err woo w. w wf R O.S r r wwq + q*.+w ws.t• • • a WA 4aI -0 PM 4066e0-0004_s:6 •_-_ -- 1-0001 OR 9- 0t101lSELF-CRILLINGI•' SECTION • G-G• stm STRAS If' WIDE COORV d 02/ ONE BY WOOD — BUCK BY OTHERS CAW( BETWEEN BUCKFLANGEkVD00BUC CONCJRETE OR MASONRY OPENING NBYOTHERS EXTERIOR FINISHBYOTHERS PERIMETER CAUL( BY OTHERS FLANGE TYPE — WINDOW FRAME HEADER WINDOWHOGHT FLANGE TYPE WINDOW FRAME Su PERIMETER CAUL BY OTHERS ONE BY WOOD SH1u AS REO'0 BUCK BY OTHERS SEE NOTES) BUCK WOTH 1 1/4' WIN. INSTALLATION ANCHOR EMBEDMENT 7/16' D1A TAPCON 1/4' SHIM SHIM AS REO'D SHOWN FLANGE TYPE SPACE MAIL I SEE ROTES) CAUL( BETWEEN WINDOW FRAME WOOD BUCK k MASONRY OPENING JAMB G CONCRETE OR MASONRY BY OTHERS OPENING BY OTHERS d WSTAl1J NON ANCHOR EMBEDMENT 1 E7/ 16' DIA d TAPCON SHOWN PERIMETER CAULK BY OTHERS uulx BETWEEN WOOD BUCK k WLNDOw WOTH WAVY OPENING 1/ 4' SHIM BY OTHERS SPACE MAIL EXff814B CAULK BETWEEN EXTERIOR WINDOW FLAN FINISH SECTION 2 WOOD, BUCK BY OTHERS WINDOW INTH. A B C BUCK D E HEIGHTSILL STOOL / K 2 BY OTHERS WINDOW HGT. F G H I. CAULK BETWEEN WINDOW FLANGE k PRECAST SILL WITH V ULKEAI PRECASR 561 115 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION 1 CrNFR41 NOTES, 1) SHIM AS REO'0. AT EACH INSTALIAnON ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE 90M STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6061 7) USE LATEX C ALULKBEHND WINDOW FIANCE AT HEAD k JAMBS SU. MUST BE ATTACKED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION Or VUUOM 116 ADHESIVE CAULK AT FRAME St L MUST COMPLY WITH SEALANT MANOrAMRER' S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIANCE 6) GLASS TIODWM MAY VARY PER THE REOUBEMENTS Or ASTM E17DO GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING LASS IS ALSO OUMUFIEEL 7) GENERAL ALUMINUM'S 1440 SERIES SENCLE HUNG 6 SHOWN. THIS PRINT ALSO APPLIES TO THE 1540 INSULATING QASS SINGLE HUNG SERIES. 1 _ J ELEVATION VIEWED FROM EXTERIOR w CZ- NT _k,L+r F LOR yID,IL {B..+0./.F. a4I iLtfl\ EJL•AG C RER 1 ltiiPL : 1K A. Qlrp i' PH -7 i4 '- COMPARATIVE ANALYS15 I VTON CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE VADTHMDOKT EXIEF" INTERIOR HEAD JAI®. 11 111 to a 11 n ss B F•G 17 11,0 a 76 ya 7e 75 B F,G 14 191 a SO an b So a F.G 14+ 4 19 ,n a 54 &A s• 5< B F,G 14+ 5 Is ,n X 55 an 52 52 B F.G is 19 In a 65 45 45 B F,G is is , a 72 40 40 r G 1 1H7n a 25 , n a - an 51 51 e BC IH4 26 In a 50 an 44 44 B F,G 1 H4+4 26 1/2 a 54 an 42 42 B I H44+5 26 ,n a 55 an 41 41 e F,G 1K5 26 , n a 67 40 40 a F•G s 4070 ,p a 25 59 55 a G 70X3 70 , n a 78 A7a 44 44 a F,C 7Oa4 70 , n a 50 Va 40 40 a FA 7Oa4+4 70 ,n a 54 an 40 40 a F,C 70a4+5 70 1/7 K 55 an 40 40 B F. 7oa5 70 1n a u 40 40 40 22a 1 B G 27 77 X 74 1n 40 40 a F.. 24 77 a 50 an 40 40 B F,C 24+4 77 a s4 &A 40 40 B F,C 2N5 72 a 55 On 40 40 a F.0 25 77 a 67 40 40 a F.CJU 25 7 X 72 40 40 4026 a 46 B 4aw 46 a 70 2A 40 40 B F,C 40 e5 46a 50 an 40 40 a F,G 464+4 46 a 51 Va 40 40 S F.G.HJ 444+5 4a a 55 an 40 40 6 F.G.NJ 4a63 46 f 67 40 40 B F,C,H.1 72 1n a 26 45 45 a F,G 77 57 1n 2 M to 40 40 a F,6 74 57 , n a 50 an 40 40 a F.G.FU 344-4 57 In a 54 an 40 40 B F•C.HJ SMs 57 1n K 55 an 40 40 B F•G,HJ 75 57 In a 67 40 40 a F.G.H. 6 57 , a 72 40 1 40 a i 1 Near• 1) WHERE WSTEM MTED ANQ TEST RE000 TO WA ER TES lY ESSI LOAD APPLIES. POSITIVACHIEVED OfSQ4 LOA05 wE1EREUIOTEDTO460PSfDUEroWATERTESTPRESSUREO6.0 PSF AOQEVED N TEST. 2) INSTALLATION: RANGE FRAME WINDOW N CONCRETE OR MASONRY OPENNG USE 7/10' DIA TAPCON ANCHORS OF 9UFT1®LT LENGTH TO PROVIDE IDL 1-1/4' EMBEDMENT DIM SUBSTRATE AT LOCATIONS 910YM ON CHART. 7) SFE O.EVATION ra 10:1' TO TAPCON LOCATORS 41 INSTALL 1CR .CREWS Of sumOFNT LECKCEN 70 PROVIDE 7/4• WIN. EMBEDMENT INTO WDW BUCK AT ALL EXACT a" APPLIED 0 T LISTED N HQFS 5) 6OCACTWINDOW9ZCI. NOT LISTED W ANCHOR QIMT, 115E ANCHOR ouANnTY US1ED 111M NEXT LARGER 92L FOR THE APPROPRIATE DESIOI PRESSURE REO D. m* tool V. G4by IL. Cwmtlm TI 7500E •FD. 1. "IE071.O on. T7 15561 p4,N q]OVI,w ASSEMBLY DRAWING SERIES 1440/ 1540 ML SINGLE HUNG WINDOW _ BB N A e22--Z- dZ mo, INCH o DATE sIv HliVIsv, 6T Ta _ 10 26 01 D PIYNWD s7: PImNlL1 XECW9XO0 OMP_ 250 IW11XKUXO 1 Hoe_ SNRT 25M WAT ROW, ROItM 32746 NOW 4m 605-0 CAULK BETWEEN WOOD — INS, AIt ATIO+ ANCHOR BUCK i ...SONRY 3/16" CIA TAPCON OPENING BY OTHERS ONE 0, W000 CO,CRETC OR BUCK B, OTHERS SONRY OPENING BY OTHERS y M AS REO'0 SEE NOTES) CAULK BETWEEN MN00. FLANGE e w000 BUCA fl MEN7 MAX. MN' HEI BY OTHERS PE F6METER CAULK BY OTHERS GLAZwc By'OTHERS BUCK WIDTHSIN. a 0'DSHIMASTIE t-t, aw SEE NOTES) I E-SEDuENT FLANGE TYPE CAULK BETWEEN WINDOW FRAME 4 WOOD BUCK III, JAMB 1 MAS'Y OPENING B, OTHERS GLAZING INSIALLATION ANCHOR 0 3/16" DIA TAPCON ONE BY w0pD BUCK BY OTHERS SNIP SPACE EXTERIOR \ CAULK BETWEEN PERIMETER CAULK WINDOW 11ANGEW000BUOc B* OTHERS MNDOw WO - CONCRETE OR MASONRY OPENING BY OTHERS FLANGEO. FRAME SECTION 2 81 CCOOTHERS IQ ADER BUCK WINDOW HEIGHT WTH. A C d D RANGE TYPE 1 , WINDOW FRAME SILL2 WINDOW H / I HOT. F G 4 MARBLE SLL 570% ELEVATIONB, OTHERS CAULK BETWEEN WINDOW rLANGE VIEWED FROM EXTERIOR s PRECAST SILL WITH wLKEM tl6 ADHESIVE CAULK OR APPROVED EQUAL SECTION 1 /W'/0%u-nz OIE GYM IIZY'T IS k TAPCON ANCHOR LOCATION CHART COMPARATIVE7,.." WINDOW IGN PRESSURE TAPCOT: ANCHOR SIZE INCHESACITY IN PSF LOCATIONS MDTN/NEIOHT 0R INTERIOR HEAD JAMBS D,C-T 17 a EO 1S C D.[.r Gt7a7256 C NJt6a1610669A.g HI7•vli a.8 F.G7• X 2• 5 A8 r.G1•a30 0 A.B F,G2. a )i AO A,B D.E F,cASIT v LO A0 A. O.E,f.G7+ v 77Ap A,B D E.r,G32x .e A 8 o.E r c36a :. O0 B O.E.r.L36xe A0 8 0E.FA: 6 v 71 A.8 0'E r,GeX2• 0 A.8 D E f,c.. e0 AO A.B o.E.F,c. e x 600 AO A,B F,G 6. X 1. W A. 71 x L 0 0 A,B O C r•C 77 X 60 AO 0 A,B H 1 73 x 16 40 CENTRAL FLOREDA B. O. A. F. MANUFACTURER NAM: Ge j5jRFTI•(, ALA)MIrUH CFNCRA NOTFS MASTER FILE # ;)- I) SHIM AS REDID. AT EACH INSTALLATION ANCHOR WITH LOAD BCMwG SHIM, wA. ALLOWABLE SHIM STACK TO BE 1/.. 2) WINDOw rRAME MATERIAL- ALUMINUM ALLOY 6063. MUST 3) SE LATEX CAULKM1BEHINUD % APPRO+C WINDOW FLAT HEAD OCAULKR JS&L THECOUAL BE ATTACHED TO APPLICATION OF VUUUM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEX AROUND EXTERIOR Or wwOOw FLANGE. 6) GLASS THICKNESSMAYVARYPERTHEREOUIREMENTSOFASTME1300GLASSCHARTS7) WHERE WILL BERUMSiED 0 00 SST rDE TO LATERT15% Or ST DESIGNH RE OrLOAD SO PSFAS. CKEVED yTEST 6) INSTALLATION. FLANGE FRAME WVNDOW IN CONCRE TC OR MASONRY OPENING USEENT INTO OA TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROMDE MIN 1-t/." EMBEDMENT NTO SUBSTRAF AT LOCATIONS SHOWN ON MART. 9) SEE ELEVATION FOR KEY TO IAPCON LOCATIONS uw EMBEDMENT INTO WOOD DUCK ITT) INSTALL RSOTCWSOSVFTICQNiLENGTHTOPROMDE3/. Ai ALL OTHERFACTORYAPRIEDINSTALLATIONHOLESIFFACfORYAPPLIED NC:ES ARE HOT PRESE'Ii. Fe SCREWS SHOULD BE PLACID AT MACE, i" FROM CORNERS tr 1•" Ot. 11) IF ExACi WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OITANTIT• LISTED WITH NEXT LARGER v2E. FOR THE APPROPRIATE DESIGN PRESSURE REO'0 T2) GENERAL 1450SERIESPICTUREWINDOWISSHOWNTHISPRINTALSOAPPLIES7: THE 1550 SEPICS 1001 IT. Crosby Rd. • C-YOMM, R 7500E • F.O. W "SO77.Odla% l 75331 bA.r DESgMiO. INSTALLATION C-ETAIL SERIES 1450/1550 F:ANGE Pw 4 p.w aYa0i. — ' 0g N/A G_ cnp e I SHEATHING BY 01HERS B WSIALATION ANCHOR , SCREW SHOWN (IYP) FINISH EXTERIOR f WISH BY OTHERS PERIMETER CAULK BY OTHERS r1 J FINTYPEW1r+DOw rRAME HEADER EXTERIOR FIN TYPE — WINDOW FRAME SILL PERIMETER CAULK BY OTHERS FB SCREW wSTALARON ANCHORSHOWNTYP.) / EXTERIOR J r INISH BY OTHERS / SHEATHING J BY OTHERS CAULK BETWEEN FIN SHIM AS REO'D. k SHEAIINF. SEE NOTES) 1' YIN. EMBEDMENT I^ IN TYPE WINDOW rRAMC JAMB z BY OTHERS 1BI II/ SHIM AS REO'D. SEE NOTES) 19 INSIALA71ON ANCHOR SCREW SHOWN (TYP) 2 X WODD BY OTHERS CAULV- ETWEEN SHE/ k FIN BY 0....HS 1' MIN. EMBEDMENT SHE AIMING BY OTHERS WINDOW wIDIM EA TERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK BY OTNE PS WINDOW SECTION 2 HEIGHT WINDOW WTH I ANCHOR (TYP.) F. 0 01 0 O SILL SIOOL O 1 lo % BY OTHERS 24' OC. MAX. ( TYP.) O 0 WINDOW EOUALLY SPACE ANCHORS ( TYP ) HGT O O 0 / O SHIM AS REO'D. 0 SEE NOTES) 1 0 0 Oj 0 0 6- "Ax (IYP.) 2 X w000 Tj' BY OTHERS j 6- MAX. (TIP,) CAULK BETWEEN WINDOW FIN k ELEVATION SHEATH1.G Ew81D [' Nr VIEWED FROM EXTERIOR SECTION 1 // a7SAN Ut1' AC LAER 1 V A'1's: MASTER FELE COMPARATIVE ANALYSIS k ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF #e SCREWS NO OF 0090 DIA, NAILS SIRE ( INCHES) CAPACITY IN PSF REO'D, IN FRAME RCO'D. W FRAME MDT./. OG.T EaTER1011 INTERIOR HEAD SILL A. JAMB HEAD SILL O EA. IAuB 15 A 30 to9 ID9 2 2 2 7 7 16 + . 0 e] el 7 7 7 2 2 3 16 + 50 67 63 2 2 7 1 7 3 2 70 70 e6 e6 2 2 2 7 1. 200 7] 73 2 2 2 2 20 A 50 59 59 2 2 3 7 7 2 2 2 2e . So 7 Ie A .0 52 52 2 2 3 2 2 2e a 5o A6 2 2 J 2 2 230 a 30 2 2 2 2 2 30 a.0 2 92 92 2 3 2 2 3 30 a 5o 3 3 2 2 3 2 7 7 7 1 7 2 30 a 30 1 1 2 3A + . 0 0 0 3 3 3 3 3 J 3e + 50 0 0 3 3 3 3 3 3 1 5 0 t 30 AO AO 7 0 + AO AO 0 3 3 1 S 7 AO 1 SO 0 0 3 3 3 3 7 5 I) SHIM AS REOD. ADJACEN7 TO EACH INSTALLATION ANCHOR WITH LOAD BEARING GSMAX. ALLOWABLE SHIM STACK TO BE 1/.'. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063 J) USE LATEX CAULK U BEHIND WINDOWFINAlHD. SILL k JAMBS. USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 3) GLASS THICKNESS MAY VARY PER THE REONREMENTS OF ASTM E130D GLASS CHARTS SINGLE GLA21NFi IS SHOWN. INSULATING GLASS IS ALSO OuAuFIED. 6) WHERE WATER RESISTANCE TEST REOUNEMEN7 OF 152 OF DESIGN LOAD APPLIES, POSITIVE DESIO. LOADS WILL BE LIMITED TO .00 PSF DUE 10 WATER TEST PRESSURE OF 60 PSF ACXREVEO IN TEST. 7) INSTALLATION rN rRAME WINDOW IN WODD FRAME OPENING WITH TWO BY WOOD STUDS. USING 0090 IN OIA NAILS OR JS SCREWS Or S1rFICTEN7 LENGTH TO PROVIDE MIN I' EMBEDMENT INTO SUBSTRATE e) IF EXACT WINDOW SZC IS N07 LISTED IN ANCHOR CHART. USE ANCHOR Ou"11IY LISTED WITH NEXT LARGER SIZE. 9) GENERAL ALUMINUM'S 11.0 SERIES SINGLE HUNG IS SHOWN THIS PRINT ALSO APPLIES TO THE 1940 INSULA71.G GLASS SINGLE HUNG SERIES 1001 R CNX70T M. • CRrTFmoIL 1[ 75%6 • FD. 4a A19022 • Do?-. TS 75 a•.c nscWta ASSEMBLY DRAWING SERIES 11, 0/1gA0 TDL SINGLE HUNG WINDOW T— r. X• c—P z• MN+ BB N A cno wrt RK _ _-• Ea - 1T/ 05/OT B GEN-OOT3 1• MIN SK.TmING EMBEDMENT B, OTHERS C.WLK BEM[No rIN EXI C PIIN riNiSHBTOTHERS PERIKIER CAIA.K IT OTHERS rim TYPE VINODv rRAME HEADER GLAZING — "CC NOTEST EXTERIOR rIN IPC FRAME SIU PERIKICI BY OTHER EXTERIOR r WISH IT OTHER' CAULK It SECTION ! WINDOW v1DI" L 1/.' PA II SHIM SPACE 2 a IY WOOD IT OTHERS SHIM .S RCO'D. 2 X VDOD B* OIKRS rIN TYPE WINDOW, 48 INSIALLAIION ra.M[ J•H1 NCMCR SCREW GLAZINGEMBEDMENT I. MIN S.I. AS RCO'0 cSCE NOTES) CMK DKNT SNIM SPACE' \ E,TCRIOR PCRIMEi[R C.WLK BT OTHERS 8 INS, ALLATITN EXTERIOR AMC Sc r INISM CAULK BEHIND rIN IT OTHERS SECTION 2 SHE AIMING B, 01 HERS WINDOW VI D7N WINDOW HEIGHT 00 T oo z.• ac. Ml1 a. ( 11P.) WINDOW K IGHI D l' o L- I0 o o0o16' MAX. ( TTP.) L1/.' MAX SHIM SPACE ELEVATION INSTALL VIEVED FROM EYTERIOR NOR SCRCV x WOOD OTHERS COMPARATIVEANALYSIS & ANCHOR CHART W N v DESIGN PRESSURE NO Or .8 SCRCvS NO TY 0059 DIA NA!Li SIZE INCHES) CAPACITYIN PSr REQUIRED IN FRAME REOUIRED IN FRAME IDI-,HEIG- T EXTERIOR INTERIOR CAD L SILL E CA. JAn1 MEAD L SILL B CA J"il 20 . 30 D 0 2 2 2 2 20 X 40 0 0 2 3 2 2 20 X So 0 0 2 2 2 D70 0 0 2 30 40 p 0 2 2 30 X 30 0 0 2 2 D z 1 1 z 0 Y 0 0 2 O X 40 0 0 3 10150 0 0 D X 7 3 30 . 3D 10 10 2 30 a 40 0 0 30 30 40 p 3 50 . 60 0 0 7 3 1 o CENTRAL FLORIDA B.O.A.F. MANUFACTURER NAME: F V A/ER-11- Al (rM/RVUJ'1 MASTER FQJE # MILS' 1) WHERE WATER RESISTANCE TEST REOUIREKmT Or 13X Or DESIGN LOAD APPLIES. POSITI WE DESIGN Laos VILL K LIMITED TO .00 PSr DUE TO WATER TEST PRESSING Or . 0 SCREWS AS Orsu rI TEST 21 IHSIALLATION rim rRAHE vINOOV IN VOOD rRAHC OPENING WITH TWO BY WOOD S7u0S USING . B S[RCvS Or SurrlCl[Hi LCNGiH t0 PROVIDE M]N I• CnKhQMi INTO SUBSTRATE OR 0099 IN CIA MAILS. jr EXACT vlmDOv IIZC IS NOT LISTED IN AKNOR CHART. USE OUAMTIIT LISTCD VITH ME Xi LARGER SIZE. 7 SHIM AS RCO'D ADJACENT TO EACH INSIALLATION ANCHOR WITH LOAD BEARING SHIM COUALLT SPACE MAIL ALLOWABLE SHIM STACK 70 BE1/A'. ANCHORS (TYP) 3) WINDOv rRAME MATERIAL- ALUMINUM ALLOY 606) 6) US LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL L JANIS IT USC LATEX CAULK rOR PERIMETER SEAL AROUND EXTERIQt Or WINDOW rLANGE 8, GLASS THICKNESS MAY VARY PER RCOUIRCMENIS or AS I" E1000 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO OUALIr ICD 9) GENERAL . L UMINU S 11DO SERIES PICTURE WINDOW IS SHOWN THIS PRINT ALSO APPLIES TO 1900 SERIES PICTURE WINDOW. 6• MAX. ( IYP) CAULK BErVEEN- v00D TUCK L M•SONRr OPENING IT OTHERS CAtGCAULK ICT VEEN NINDON L VOCID MONCREIC ORSORT [VCNIr+G 1, OTHERS EKTER102 FINISH - I, OTHERS PERIMETER CAULK IT OTHERS FLANGE TTPE - VINDOV FRAME HEADER vINDOv EKIERIOP HEIGHT O-E 1+ vOGD NOTES RICK 1+ OTHERS 1) SHIM AS REOD AT EACH INSTALLATION ANCHOR USwG LOAD BEARwC SHIv AIAF. ALLOWABLE SHI. STACK TO BE I/•-. ALINSTALLATION ANCHOR 1) WINOOW FRAME UATCRtAL' ALuulMuu ALLOY 606 3I/16• DIA '-PC- 3) USE LATEK CAULK BErmO , ()Ow FLANGE AT HEAD SLL A JAMBS USE LATEX CAULK FOR PERIMETEP SEAL AROUND EKTEROR Or r1NDCw FIANCE. SHIN AS REO'D LSEC N01 ES1 S) CLASS THICKNESS .BAT vART PER THE RCOURCUENTS OF AS7N E1300 Q.SS CNARTS. 61 DESIGN PRESSURE CAPACITY Of NINDOv L INSTALLATION IS LIMITED IC A00 PSF. 1 7) FOR INS7 ALL ATIDI OP rRFLANGE •ME VINDOVS IN CONCRETE Be NASON:+ OPENING. USE 3116' DIA IAPCON tTPE ANCHORS Or SUFFICIENT LENGTH TO PROvIDE .IN 1-1/4' EMBEDMENT INTO St11STOATE PLACE ANCHORS 6- OPAL FROM CDRNE4S L 2.' CC OPAL. BE TvEEI. d B, BUILD DOVN AROUND CLRvCD PORTION OF NINDOv (RAKE TO IE CMGINC_RCD By OIHERS. CMIEDMENIA BUILD DDvN 1a/S7 BE OF SUrrICICNT SIRENCTH 10 ADCOwrELI 79ANs Cv LOAD FROM NINDOU TO 111E IMMURERE 71 ELEVATIONS S1OV COMMON CONFIGUR.IIONS IT IS NOT INTENDED TO LI.17 USE OF THIS MAK PRODUCT TO THESE TVO CDQIGLRAIIONS IHIS SHECI APPLIES TO ALL CONFIGURATIONS SHIM SPACE TNAI CAN BE MANUFACTURED ream INC 1450/1550 SERIES OCSIGKR r11ED vINDOV f ?AMI G ST STCH. CENTRAL FLOR11DA B.O.A_F. MANUFACTURER NAME: 5A/ER/4L AlIIN/ NVH MASTER FIILIE # oS GL. 111G alp. SEE MITES, BUCK HEIGHTSM1M • S RED D SEE NptCU FLANGE TTP[ VINDOv FRAME SILL If 0K Ir vmD IUC r PERIMETER CAULK HEKeS IT NCR Oii1OTHERS R FINISH1,, orHERsCAULKSEMEN vINDOv FLANGE L vOOD RICK CDDNCRCIC OR SaRT OPENING1, DIMERS BEVm CALA. K TvCENDBUCKL NA SOW OPENING IT OTHERS SECTION I 7L— SHIM SVCC J a T EMBEDMENT INSTALLATION ANCHOR 7/ 16' DI• IAPCDN WEIGHT 1 HEIGHT 2 1 WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR e-1 n 7_ 71_ X [E,J- SHIM SPACESHIM AS REO' D 1.".. MIT. LSCC NOTES) C13C ONE NT FLANGE TYPE r CAULK BETNCCN V INpOv FR• K VOID RICK L JAMB MAST OPENING d 1, OTHERS WINDOW HEIGHT A U- zLw, 0TP - INSTALLATION ANCHOR SEE ICIEU G 3/IL' DIA 1APCON ONE BY VOOD OTHPERIMETER CAULK RICK IT OTHERS 11 I+ OTHERS E.TERIOR FINISH CULK BE CC. I* OTHERS UO DOV CLANGS 00 RICK VINDDvVIDIM —, CONCRETE OR HASOR, OPENING SECTION 2 IT OTHERS I --- WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR IDDI Y. Cl" Id • Carilx TE 7M • P.D. 1. 111077.O.W TS TSUI INSTALLATION DRAWING ONE BY BUCK SERIES 1450/1550 DESIGNER PICTURE WINDO'. L—L n , c BB ,m N/ A T^ n AAmI flic. 3/20/02 B I GEN-0^2` SHE ATBYCHEER! CAULK Bi EXTERIOR F. BT OTHERS PER-[ TER CAULKBYOTHERS FW TYPEFRAMEHE GLAZING (TIP.) JFITFR.D9 SEE NOTES FIN TYPE __ FRAME SILL PERIMETER CAULK --/ BY OTHERS FB INSTALLATION J ANCHOR SCREW (TE.) EXTERIOR FINISH BY CTHERS CALK BENwO FIN SHEATHING BY OTHERS BIRD DOWN BY OTHERS FB INSTALLATION ANCHOR SCREW (I,- S... AS REDO, SEE NOTES S_ MAXSPACE f WINDOWHEIGHT NO;= I) DESIGN PRESSURE CAPACITT OF WINDOW & INSTALLATION IS 400 PSF. 7) INSTALLAnON OF TIN FRAME WINDOW IN WOOD FRAME OPENwC WTH TWO BY WOOD STUDS. USWC OC99 INOIA NAHLS RACE .099 NA S f" FROM CORNERS MAX f B' OC MAX BETWEEN 3) FOR INSTALLATION OF FIN FRAME WINDOW W WOOD FRAME OPENWC WITH TWO BT WOOD STUDS, USING FB SCREWS OF SUFFICICNT LENCM TO PROVIDE NIN I IN EMBEDMENT INTO SUBSTRATE PLSCE SCREWS 6" MAX FROM CORNERS a 7A" CC MAX BETWEEN HIM •) SAS RED'0 ADAACE%T TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIN, MAX. ALLOWABLE SHIM STACK 10 BE 1/4-. WINODW FPANE MATERIAL' ALUMINUMLL ALLOY6063. 6) USE LATEX CAULK BEHIND MNDOW FIN AT HEM, SILL • JAMBS 7) USE LATEX CAULK FOR PERMETER SEAT AROUNO EXTERIOR OF NDow FLANGE B) CUSS TmCKmESS MAY VARY PER THE REOuIREuENTS OF ASTu E1300 CLASS CHARTS 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRANC TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST 13E OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE 10) ELEVATIONS SHOW COMMON COmMuRATIONS IT IS MDT INTENDED TO LIMIT USE OF ITS PRODUCT To THESE Two cowicu ATIONS THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE I10o/1900 SE)T1ES DESIGNER FaED PICTURE WINDOW FRAMING SYSTEM CENTRAL- FLORIDA B.O.A.F. MANUFACTURER NAME: MASTERFILE # a F— WINDOW MDTH EIGHT LIGHT 1/ A- MAR SHIM SPACE SN AS REOD SEE NOTES ELEVATION VIEWED FROM EXTERIOR 1- WN 7 1 FRWWG EMBEDMENT BY OTHERS SECTION 1 I/.- MA. Gk SNW SPACE Two By FRAIXNC SHIP AS R[0'O BY OTHERS FIN TEE FRAMEA•MB 1- Mw EMBEDMENT r SNEATING BY OTHERS GLAZING ( TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH By OTHERS CdlEHI 7V15-INSTALLATION ANCHOR SCREW (TE.) Do. WIoTHTnPERIMETER CAULK ByOTHERS SECTION 2 DO. MOTH O O' WINDOW 0 1HEIGHT / 2 0 2 1 _* J ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WOW BUCK 11 "so"", OPENING eY o7NERs ONE BT WOOD BUCK By OTHER CAULK BETWEEN rAN00W FLANGE t WOOD BUCK CONCRETE OR MASONRY OPENINGeYOTHER EXTERIOR Ew15H7 BY OTHER / PERIME IER CAULK — Br OTHER WINDOW TYPE NEADER HEIGhT EXTERIOR WNDOW FRAMETYPE SILL PERIMETER CXIAK_\ BT OTHER ONE BY WOOD BUCK BY OTHER INSTALLATION ANCHOR BUCK WIDTH I 3/16' DIX TAPCON E EOMENi FLANGE TwE 1/A'SNRu SHIM AS REOU. SWIM AS REDO WINDOW FRAME SPACE MAx. SEE NOTES) Q SEE NOTES) JAMB Q CONCRETE OR Q MASONRY OPENING By ER 1 1/.• MRN EMBEDMENT 1 INSTALLATION ANCHOR 6- DI3/+n• DIA TAPCa PERIMETER CA K Q BT OTHERS CAULK lCIWECN WINDOW WIDTH —{ WOOD B11Cx i MASONRY OPENING SPACE MAX BY OTHERS EXTERIOR CAULK BETWEEN EXTERIORDOWFLANZFOTHER Wociq,wCK BUCKHEIGHT SECTION 2 ANCHOR (TTP.) H J K aPRCUSTSILL / a BT OTHERS J CAULK BETWEEN rND&W FLANGE PRE CAST SILL NTH VULKEM SECTION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 0500 ADHESIVE SEALANT NOTES' C- DMT gIG 1 1 WINDOW I 1) SHIM AS REDO AT EACH INSTALLATION ANCHOR NTH LOAD BEARING SHIM, YAK. ALLOWAELE SHIM STACK TO BE 1/4- 2) WINDOW ;RAPE MATERIAL:ALUMINUM ALLOY 6063 3) USE LAi_X CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE ATTACHED 70 THE SUBSTRATE NTH VULKEY 116 ADHESIVE CAULK OR APPROVED EOUAL APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD B500 ADHESIVE CAULK AT FRAYS SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CLASS CHART SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO OUALIFIED. 7) GENERAL ALUMINUM'S IAeO SERIES MODIFIED SLIDER IS SHOWN Tn1S PRINT ALSO APPLIES TO THE 1550 SERIES MODIFIED SURER INSULATING CLASS B) ORAWIMG APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW w CONCRETE OR MASONRY OPENING USE 3(16' DIA TAPCON ANCHOR Or SUFFICIENT LENGTH 7O RROWDE UN 1-1/4 EMBEDMENT MID SUB57RATEIL' ION Wm ON CHART. S) SEE ELEVX710Ns r00 KEY 10 TAPCON LOCATIONS. 10) INSTALL IB SCREWS Or SUFFICIENT LENGTH TO PROVIDE 3/4• MIN EMBEDMENT INTO WOOD BUCK AT ALLFACTORYAPPLQDOrHOLESWERETXPCOMSAREREO'D 11) IF EXACT MHDOW SIZE IS N07 US7EO w ANCHOR CHART, USE ANCHOR OUAN117Y LISTED NTH NEXT LARGER SIZE. ELEVATION VIEWED FROM EXTERIOR D F 2 COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART VANDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES CAPACITY IN PSF REO'D IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 110 H,K A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 x 48 40 40 H,K A,G 36 It 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 1 40 40 H,K A B.F,G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A.G 48 x 48 40 40 H,K A,G 48 x 55 40 40 H,K A,B.F,G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H.K A,G 60 x 48 40 40 H,K A.B,F,G 60 x 55 40 40 H,K A.B.F,G 72 x 12 40 70 H,K A,G 72 X 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A,B.F,G 72 x 48 40 40 H,K A.B.F,G 72 x 55 40 40 H,K B.C.D,F,G CENTRAL FLORIIMA R. 0. A. F. MANUFACTURER NAME: MASTER FME # $ 1771 V. C.* JL. Z; L D 7500. r1 r 1 INSTALLATION OWC MASONRY W/ C SERIES 14e0 MODIFIED HOFhZWAL SL jVJ W Ba N/A OA TE 3'ZF't76 O.a ESN AF.to R. 3/20/02 N..wR .. ..oc+ NF.ne• [P., :1A .n.NP.. ... Sun-.......e.....r, UT.F •eK IYTI l SMEATH,INE: CAULK B_iV.:EN FIN By OTHER @ SMEA.LNG 1 MIN iS SCREW !NSTALATION j EMBEDMENT ANCHOR (TYP,) 2 z FRAYING Ex TERICF FINISH ET OTHERS BY OTr.:RS ETDMEr,' CAULK r 1/A- MAX BY CTHE+ SMIu SPACE F:N .Y=E Y/.NOC.Y SHIM OFi.AME HEADER NOEESEENOTES) WINDOW HEIGHT r xT RI R II FIN TYPEWDOWIIFRA.Z SCL PERIM"TER CAULK BY OTHER SHEATHING 2 X FRAMING r B1 OTHER BY OTHERS 5 99 1 . MAX— I CAULK BETWEEN SEE IaOTE i) D SHIM SPACE SHEATHING !A FIN BY OTHERS FIN TYPE , 1-MW. Dow FRAME EMBEDMENTJAMB T 6 SCREW INSTALATION ANCHOR (TYP.) WINDOW WIDTH EXTERIOR FINISH BY OTHERS XT RI R PERIMETER CAULK BY OTHERS SECTION 2 6-MAX.(IYP) - EOUALLY SPACE ANCHORS (TrPNLL. I O HEADSI . LL. SRL STOOL I h JAMBS) BY OTHER 10 SHIM SPACE SHIM AS REO'D B SCREW (SEE NOTES) YnNDOw \ wSTAUTION \ ANC, OR (TYP.) 2 It FRAMING HEIGHT By OTHERS \ ItTF OR r C--ERS CAULK 'BETWEEN WINDOW FIN a; SHEA- iING _ SHEATHING 3Y C-HER 1 MIN EMBEDMENT SECTION 1 pE:. ERA- NOTES 1) S— AS REC'D ADJACENT TO EACH INSTALLA710x ANCHOR NTH LOAD BE= RING SHIM MAX ALLOWABLE SHIM STACY TO a---I/ DO. 2) :.DOW FRAME MATERIAL ALLOT 6063 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD ,9u k JAMBS US LATE% CAULK FOR PERIMETER SEAL ARC:ND EATERIOR OF WINDOW FFLUE 3) G_+SS THICKNESS MAY VARY PER THE REOU12EMEv7S OF ASTM E1300 9'. 31E GLAZING IS SHOWN, INSULATwG GLASS IS ALSO OUAUFIEO. 1) D;.mNG APPLIES TO WSTALLATKYI OF FIN FRAM[ NH:3w a WOOD FRAME OPENING 1W-- TWO BY WOAD STUDS USIAC 099 IN aA Ns:' /a SCREWS OF Surr10EN7 LC•.;.H TO PR=VIDE MIM 1• EMaEDMENT WTp SuA_iTR, -E, 7T IF :-CT WND_W SIZE IS N07 LISTED 1 CHART• ..SE ANCHOR QUANTITY LISTED Mir LARWR SZE. a) Hi'.E'AL ALUV NUU'S 11!0 SERIES HORIZONTAL S. :)F; 6 S.OWN, THIS PRINT ALSO AG:_ ES TO T-E 1990 MSULATNC GLASS HORIZOI.:AL SLIDER SERIES 1 I ` ANCHOR ( TYP.) IAz.( 1YP) I WINDOW WDHI ELEVATION VIEWED FROM EXTERIOR' • -'.:Fy V- 74-cm COMPARATIVE ANALYSIS & ANCHOR. OUAm TITY CHART WINDOW SIZE DESIGN PRESSURE 18 SCREWS REOD. 099 NAILS RED'D INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB SILL JAMB 24 It 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 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 4 3 7 5 UNTRAL FLIDIUDA B.O.A.F. MANUFACTURER II MASTER r I m m ITgI Tmk 4 • fart.• n mm • F!L %. I11m.OrIA n 7SLI INSTALLATION DRAWING WOOD FRAME STRUCTURE SERIES 1150 /19a0 MODIFIED HORIZONTAL SLIDER DWI+ C..AD S:.11 BB N/A 0• TI t. D-11 DRN N t. I Try I ff L r I I 13/11/02 GEN-0022 K .. — RO. , — : W .— -- YT : 1•'-ro. !.T.O• I]r•{ — 1+-:1 M1-a:I1 ... 1.F.; C .... INSTALLATION MULLION ANCHOR- ANCHOR MULLION ( TYP.) BRACKET ANCHOR BRACKET — CENTRAL FLORIDA B. O• MANUFACTURER NAMIE WINDOW FRAME JAMB TYP.) MULLION DIE NO. 1445 SECTION A- A u EXTERIOR ELEVATION DWG NO: GEN70452 G l MULLION DIE NO. 1445 C. v INSTALLATION 4-R FILE # 4 8 SELF TAPPING ° SMS (TYP.) o SUBSTRATE SECTION B-B T-2 ANCHOR TYP.) 1 SEE NOTES a a o { 2 & #3 v F.— 71— 8"I 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 3; TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 AREA: - - - - ORN: JS APRVD: - - - - GATE: 3/1 7 /02 WT/FT: SCALE: MAIL: - - - - DWG NO: GEN-0452 0'l6 ---- HALF' var P&Wn Rr PRODuCT U04NOLOGT CORP. 250 INTERNAMNAL PKWy. KEADMW. FLORIDA 32746 PNDNE 407-605-0565 Fix 407-505-0366 4 k 11, GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WDW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MU WON 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 d APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020039 12- Ian-2002 01-1201 44- aS 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 MULUON 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 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 80SM65 / FAX 407 805MW CA020122 FEB. 19, 2002 02.0217 k If 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 APPLICA nON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 80SM66 CA020123 FEB. 19, 2002 02-0217 DWG N4: J-0451 MULLIi ANCH, BRACK WINDOW FRAME JAMB TYP.) STALLATION vCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 SECTION A- A A A B 11 MULLION ANCHOR BRACKET c v v a a n SUBSTRATE W JLLION GCE N0. 1446 INSTALLATION ANCHOR TYP.) SEE NOTES a #2 & #3 e SECTION B-B Tie .• CENTRAI FLORIDA B. 0.,&, MANUFACTURER pfAbff.. EXTERIOR ELEVATION MASTER FBI # 5 MUTES: 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 G 0R P . SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE N0. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: ORN: isAPRw DATE: Z/1 c_ JSCREWSOFSUFFICIENTLTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. WT/FT: ---- SCALE: HALF MATL OWO NO: GE"+--- n..r .n•._.nt_n.ea rf. .r_.r.S_p7:g PRLPAR:D tlT. —R LI L-11--T urtr., fT/ n _nnn.w.... •.... .........._.., SMIM AS 4E'0'D 1NSTALL.T!Cla ANCSR — DOGR v[Olm T•.--i SHEATHING (SEE 2TESI :e $CREv IL, BY CTHEP.S CALK BETWEEN DOOR FLAMCi TWO 31 WOOD SLIDING GLASS L SHEATHING BT OTHERS COCR FRAME JAMB rI/•' MAX. SHIM SPACE L p 1-1/9' MI STUCCO EMBEDMENT ZEwEqED GLASS OR SIDING (T YP.) By OTHERS SLIDING GLASS DOOR rRAmE PERIMETER HEAD CAULK By OTHERS PERIMETERCAULKBY TEMPERED OTHERS GLASS (TTPJ Il...l` A i, ", . T J.: rS. DOOR HEIGHT SECTION B-B Lp / D14 — { SLIDING GLASS DCpR, rR SILL D 1 MAX. SHIM SFACE 1- 1/B MIN re- TWO BY WOOD 6' SCREWIb+ BY OTHERS TWO By WOOD BY OTHERS AIL" BETWEEN MOCK STRIP L f /_ S/2A THING SLIDING GLASS DOOR SHIM AS REO'D. NOOK STRIP S- E NOTES) INSTALLATION ANCHOR B SCREW CAULK BETWEEN DOOR FLANGE L SHEATHING SHEATHING \ By OTHERS TEMPERED GLASS — STUCCO ( TTPJ GR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK SHEATHING BT OTHCRS STUCCO OR SIDING By OTHERS HOOK STRIP DETAIL I- 1/B- MIN ENEEDNENT N DOCIR MATERIAL- ALNID.At ALLOT LCLl 2) R INSTALL At IOM SCREWS ws It or SIfrICICMT LEIGTM TO AC.ICWE MIN ENKDKNI or 1.1/2• INTO WOOD. TWO" I'PC tMStALLAtlo- AMdaRS AT SILL WTI BE IT S111ICIEMi LC,GTM TO ACMI(W( MIN (MKp(NT ? 1-WA' INTO MA:"T CP CGC4it. IN: IALLAT M" AMOaMA COTD, C.AR or T-IS SMELT. A) USE SILl"O"ICD AC'TLIC CAUL. ICMIND I@ rLAMr( AT MEAD L YYNSL 3 1 USE SILICCNIILD KRTLIC CALL. rtr A(.LNTT SEAL AROUND Ca TERIOD Or COO .. L) Ir C.KT DmR SIIC IS NOT LISI(0 IN _CM, CMYT, tTi[ AACrpR CUAKI,I, LISICD 1111 111 LARGER SIIC. rDt N( Ap"I" A? X"'K AO"SSSNE REC'0 T, rC! AOC.CT OCOt f12CS USE CLOSEST RTAASS DOOR SIZE L CDTICURATID, :0 rtNb(0 OE,IMG 1 RKC INSfAL4i[6, AAOdtS. IM "ONT ti , STOP AS SRZ_ RI CLASS I. I",1 Cfi T WART AC. MOIDRC,CMIS Of ASIN Elm CLASS CHARTS 7) DOOR ISDI IS AIAROW[D KDG TcwrnD GLASS IN SIrGL( GL.KO OR INSULAtUG GLASS. ID, JAMI / SILL C7b[RI AR[ TO K :CALCD WIiN • S„•LL AINi SCAN fCKCR Ill SNIN AS RECO K ATCASETGINSTALLATIONArCMDMAIIALLOWAALESMI STK. TO K I-- 1I ALL INS: ALt.ilp AN()CRt MUG K MDC O TIEKE E- RCSISI.N) M.T ARFR 11, vM(OC •I• R(MCSEMIS ,CWIK. AA,(L ANO 9' CKCIGT. rlaCD •Ar[L AHRGWLD C9•jGUR TIENS ARC AS LISTED D. AMcgt CHART OM 2AC. Or IMIS SKCI EXTERIOR ELEVATION 1, OT ALL C3wIfMATMKS LISTED ARC AOC i.GWM O. tMif DLWUG. •CVCW(O INf:4L.t16, EI.3EDMENT SECTION: •• A• •2- 2' L MOD[ STRIP ZT.IL A RT TO INSTALLATION ? ALL AAAfO1rL7 d COW'"A" O" t V 1-1/ 1, MH Is, rLDtIDA UT RI,v(RS M. SCRNS C.:DUL GLASS Dmt 7S SHOWN, This PRINT ALCO AM -:CS 12 I 2 PANEL DOOR SHOWN MAD SERIES —a SOD SCRIEL d • / • D J o I LIBERALLY APP_ T I CALL"ING L. DER SILL I DR SET SILLINBED ,NSTALLATIEN +NC.-ICR I 0, C:NC; E:E 3/I6' 31A TAP(ON SECTION F-A Ft 12002 DESCRIPTION DATE I INI EXTF L O RIDAINT.RINC.RS SANFOPD FL. TITLE: SLIDING GLASS DOOR INSTALL.--.TION VI T H =8 SCREWS DPLAWN BY: -3 1 APPROVED BY: I I ATE' ![:: i/Gi (SCALE: Ni: ID -AG j%E=:_ E=:: 3= CONCRETE OR SHIM AS MASI?NRT OPENING ISE.-TJJiES) BT Gi.ERi CAULK cETvEEN LOOP ^L ANEa L VGO. LUCK CAULK ?ETVEEN FOOD BUCK L PERIMETER MA $'T. OPENING LEEK iT Br OTHERSOTMERS 1 STUCCO aRTeTwaz v c o I INSTALLATION ANCHOR 18 SCREv CITP, VHERC— TAPCONS ARE NOT RCO'DJ SLIDING GLASS 7SILLLj I OA / D INSTALLATION ANCHOR 3/16- DIA. TAPC'N INSTALLATION ANCHOR. 9 SCREW /TTP. VMERE ONE By WOOD IAPCONS ARE NOT REC'D.) BUCK BY OTMCRS r 1 1/t' MIN I EMBEDMENT I SLIDING GLASS T- DOOR FRAME r 1/4 MA E. JAMB C 1 I SHIM SPACE 1 SLIDING CLASS DOOR FRAME HOLD TEMPERED GLASS (TYP.)' DOORHEIGHT AN DOOR ..ATCRIALH ALLMI UH ALL07 6061 2) IAPCO. TM INSIALLAIIO" AACAOtf HOST K Or WFICICHI LENGTH TO ACHIEVE WH. CHHICDNCMI Or 1-I1.• 1.10 HASO N, DR COCREIC. R) KTERNNIC IAKOH INSIALLATIO. ANCHORS FROM? 7O BACK W ALL rRAHC HEmXRS. l I.PCO. A.pq CHART 1). W. Or THIS SNCEI. USE SIL ICOHOTCD AOtnI C CAUL. KOR MD.ODOFL-" AT HEAD L JAHIS. 67 USE SILICOMI7CD ACRILIC Owl[ FOR PERINCTER TEAL AR"D EAIERIOR Or POOL 1) IF CLACI D" SIIC IS IOl LISTED IN ANDOR CHURL, USE ANCHOR OWw711T LISTED WITH NETT LARGER SIZE. rOt THE APPROPRIATE 0 $10. PRESSURE KO.O LI FOR POCKET Dm1 SNCS USX CLOSEST IrPASS DOOR SIIC L COWIRAATION TO rIP1LCD OKmIHQ 1 RKC IAPCENS. IP rRD.T or HOOK STRIP AS S) KIS.ONAST. CI300 GLASS CMR71 10) LGLLASfTACSTMOIR[TU(APSSLIUEDf HVnfHOTKCOUIGIHNCCDFPLrIAPEONANCHORSHOULDTCrtLLEDWITH .L SCREVC 3 ! Or SurrICIENT LEHGTm 1G PROVIDE HIM yI' CARIDHCHT INTO VOOD IUCL IN '" UHIT IS A.RMD VSIAG 1CHPCRCD GLASS I. SIGLC GL•TCD ON IW.MATINC GLASS-2 AAHT / SILL CORCRS ARE 10 K SCALED VI7M A SHALL A1NT SCAH SEALER. p ITN S.I. AS REM •1 CA SET O I.SIALLATIDP ANCHO.T .•• ALINAnC SHIN •IKK 10 K 1'-'. IP. ALL INSTALLATION ANCHORS MAI BE HA DC Or CORROSION RC::SIAAI HATERIALS VHQK •r• REPRO SOWS HOVIHG PANEL AND'W RCPRESCHIS rUED PAACL APPROVCO DE CIGIR•T10.1 E ASLISTED ON AAnd C.ARI ON LACK Or THUS SACCT. ILL 1O1 ALL COWIGLNAIIOHS LISTED -LOVE ARE SHOP O. I.IS DRAVIHG. HOVCVCR I..SIALL•IIDN EXTERIOR ELEVATION SECTIO.S •A 7- 1• L H.Cp. STRIP DETAIL APPLY TO IHSIALL•11pN or ALL APPROVED EMBEDMENT 2 PANEL DOOR SHOWN cDNr IfU1.110M G 177 INS1 ALl D[ IAPCP I. EACH PAIR O . ' APPLIED IM:: ALLAtION H0.ES V.LCSS NOTED A 1-1/{' MIN. DTNCRVI SE ON AASAN CHAP?. SCE LAC[ Or iWS SHCEI III "GRIDA C.IRuDCRS 1000 SERICS SL I Dt.G GLASS DOOR IS E.C.. THIS PRINT ALTO APKICS TO 2000 SERIES AHD TOD SERIES. REVS DESCRIPTION I DATE ]N] EXTRUDERS LIBERALLY APPLY _ .., C ALL ING UNDER SILL _ - GR SET S;LL IN RED INSTALLATIGN ANCHOR - CY CONCRCiC 3/16' DIA. TAPCON SHIN SPACE 1 1/4 MIN, 1— I CNBCDNENi ONE By WOOD I BUCK BY OTHERS CAULK BETWEEN G VOOD BUCK L 1uS•Y. OPENING By OTHERS SHIM AS T RCO' D. (SEE NOTES) INSTALLATION ANCHOR 3/16' DIA. TAPCON SLIDING GLASS DOOR HOOK STRIP CENCPEiE d? tE Z MASONRY OPENING I BY aTMERS C• CAULK LCTvEEN VOOD BUCK L MAST. OPENING 7If BY OTHERS CAULK BET WOODTUC'VECN SECTION A -A TEMPERED GLASS CT YP.) PERIMETER CAULK by OTHERS f— SG. D. WIDTH INSTALLATION ANCHOR 3/16' DIA. TAPCON G CAULK BETWEEN DOOR FLANGE L WOOD BUCK a CONCRETE OR MASONRY OPENING BY OTHERS 1-i. c MIN. EMBEDMENT V II V aNE eT Wm' BUCK By DINERS STUCCO BY OTHERS AIG TIaItAUMPA B. Q,` F.TEMPCRCD GLASS J SECTION !YA(7RER SLIDING GLASS DOOR X CLC INTCitLO(K MASTER FT U # HOOK STRIP DETAIL F L LJ P I D A TNT. INC. SANFDRD FL. I I TITLE: SLIDING GLASS DOOR I I INSTALLATION WITH TAPCONS DP - AWN BY:BB I APPROVED BY: An: Ic—H r. V747 n.. .- - r, r7n77, TARCON ANCHOR. CHART NOMINAL DOOR DOOR OUANTITIES IN HEAD 6 SILL OUANTITIES IN EA. JAMB OUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSi TO 61 PSF TO UP 10 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 xz, Ox, XO 48 X 80 3 3 3 4 4 4 3 3 4 5068 XY., OX, X 60 x 80 3 3 3 4 4 4 3 4 4 6068 xx, OX. x0 72 X 80 4 4 4 4 4 4 3 4 5 8068 XX, Ox. X 96 x 80 5 5 5 4 4 4 3" 4 5 10062 xx Ox XO 120 X 80 6 7 (> 4 4 4 3 4 5 5090 xz, OX, X0 60 X 96 3 3 3 5 5 4 5 6 6080 xx, OX. XO 72 X 96 4 4 4 5 I 5 15 4 5 6 8080 xx. Ox. XO 96 X 96 5 5 5 5 5 5 4 6 6 0 0 xz x xn 120 z 96 6 A 7 5 5 5 4 6 6 50100 xx, Ox. X 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 7 8 80100 xX ox xn 96 X 120 5 11 A 6 6 7 (DI) 6 8 9 9068 OXO 109 1/8 X 80 5 5 6 4 4 4 3 4 5 12068 OxO 145 1/8 X 80 7 1 7 9 (D2) 4 4 4 3 4 5 15068 Ox0 181 1/8 x 80 8)11 4 4 4 3 4 5 9060 OXO 1 9 1/ x 9 5 6 4 12080 Ox0 145 1/8 X 96 7 8 (Dl i5a=i 5=• 15 a 6 6 15080 OXO 181 1/8 X 96 8 9'SR) 5 5 5 4 6 6 90100 OXO 109 1/B x 120 5 5 6:, :> 6-; • ":._ 81; : u D1) 6 8 10 120100 Ox0 145 1/8 X 120 7 6 6 7 (DI) 6 8 10 9068 xxx 106 5/8 x 80 5.,._,. 4 4 4 3 4 12068 Xxx 142 5/8 x 80 7 7 8 (DI) 4 : 4" ' k;4 3 4 5 15068 xxx 78 5/8 X 80 8 1 4 a 4 3 4 5 9080 xxx 106 5/8 x 96 5 5 6 5 5 5 4 6 6 12080 XXX 142 5/8 x 96 7 8 (DI) 9 (132) 5I 5 5 4 6 6 15080 xxx 178 5/8 x 96 E 11 ) 13 5 5 5 4 6 6 x%z 5 6 6 6i I I20101425/8 x 120 7 n in n 6 6 17 6 8 IO 10068 OXXO 119 5/8 X 80 6 6 7 (DI) 4 4 4 3 4 5 12068 OXXO 143 5/8 X 80 7 7 8 (DI) 4 4 4 3 4 5 16068 OxxO 191 5/8 x 80 9 10 (DI) 12 cD3) 4 4 4 3 4 5 10080 UXXU b A 70 b. 6 7 (DI) 7 1 G b 12080 OXXO 1143 5/8 x 56 17 8 (DI) 9 ,D2) 5 5 15 a I 6 6 16080 OXXO 191 5/8 X 96 9 14 ) 5 5 5 6 6 100100 OxxO 115 :i/e X !20 6 6 7 pl) b 7 (DI) 6 5 C 120100 OXXO 143 5/8 X 120 7 9 (D2) I 10 (D3) I 6 6I 7 (DI) I 6 8 10 160100 OXXO 191 5/8 x 120 10 (Di) 13 04) 16 (D7) 6 6 7 (DI) 6 8 10 10063 xxxx 4 x 6 6 4 4 12068 xxxx 141 1/4 X 801189 7 7 8 (D1) 112 4 4 a 3 4 5 l6068 XXXX 4 x 80 9 <DI) IO cD2) cD4) 4 4 e 3 4 5 10080 xxxx 1 1/4 x b 6 7 (Dl) 4 12080 xxY.x I lal 1/! X 96 7 I 8(DI) 9 02) I I I I I I16080xxxx189I/4 z 9 9 (Dl> 5 5 S a6 66100100 xxxx 17 1/4 X 120 6 7 (DI) 6 011) 6 8 10 1_ 0!00 xxxx I 141 i/4 x 120 7 18 cpn I 10 ((-n 6 6 FI % cDi) I 6 I 8 I 10 60100 XXXX ISS- I/4 x 120 10 (D2) 13 (D5) 15 cD7) 6 6 7 c l> 0 Fc 2 ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EO-D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'DI' THRU '07' DESIGNATES IN WHICH SIZE t CONFIGUREATIONS TWO TAPCONS ARE P. EO'D. 2) ' Dl' 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 t SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD t SILL. B: SECONDLY, AT EACH END OF HEAD t SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS IN HEAD t SILL OTHER THAN AS LISTED IN A 6 B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST. ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY, AT EACH END OF JAMBS NEAR HEAD 6 SILL CORNERS. C: LOCATIONS IN JAMBS OTHER. THAN AS LISTED IN A t B. EXTRUDERS FLOR1DAINT. INC. SAN, ORD. FL. n" SLIDING G± 4SS DOOR TAPCON G_"SS CHART t FE 2 09 _;.-- s:" c' N.T S. GA- 4 GENERAL ALUMINUM CORPORATION FLANGE VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1446 1S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 31 27 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW. FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 44 oq- 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 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020036 JAN. 11, 02 01-1201 MULLION ANCHOR BRACKET WINDOW FRAME SILL TYP.) INSTALLATION ANCHOR TYP.) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET SEE NOTES -1 2 & #3 D d MULLION DIE NO. 1447 _ _ CAE PR` LbbA B. 0. MA C` R NAME e MULLION A.._ _ - DIE NO. 1447 WINDOW----" FRAME HEAD TER FILE # 6 TYP.) SECTION B-B DWG NO: GEN-0453 INSTALLATION ANCHOR TYP.) D SUBSTRATE v a v l v 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. E; 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 L-TH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. P B B 4) MUL-LION ATTACHMENT 'IN SECTION B-B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP. c CARROLLTON, TEXAS TITLE' FIN H RIZONAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1447 t = AREA, DRw BB APRVD, D6TE'3/17/02 EXTERIOR ELE/ATION' - ---- ---- VT/FTr SCALE' MATL DWG N0 HALF ---- GEN-0453 PgC,pA,R[Q 'I,•pROIRIC I TECK4MOGr CORP. 230 1N7ERNATIONAL PKVM., NC ATM70V, FLORIDA 327 6 P14< 07-805-0365 FAX 407-on-0366 t? GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM 4 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 MULUON SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020040 12Jan-2002 01-1201 Dwc No: d-0450 MULLI( ANCH( BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP. ) 8 SELF TAPPING SMS (TYP.) iwvL.uVI DIE NO. 1448 SECTION A- A MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) v v ° SEE NOTES a o # 2&#3 o v L-l— 7"-91-1 SUBSTRATE A A SECTION B- B B L CE1`yT g1 7 '{1T J fT Sp !71 ''f 1 pAi I A1 t1f' ® yT1I,l R Li . }j,JOY S.aJL.l A B. V.. 6n 3 O • . B MANUFACTURER NAME o EXTERIOR ELEVATIONMASTER FZE NOTES. a 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. i SIDE. CARROLLTON,* TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAI_ -IN EMBEDMENT INTO CONCRETE OR MASONRY. I ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10- SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD AREA: - - - - DRN: JS APRw: — — — — 0ATE:3/17/E2 q FRAMING. WT/FT: ---_ SCALE: HALF MATL' ---- DWG NO:GEN-0-:70 PREPAPEO BY: PROOUCT TECNNOLOC7 CORP., 250 INTERNATIONAL PNw7, HEATNROW. FLORIDA 33746 PHONE 407-E05-O355 FAX 407-!.5-C`!' - MULLION ANCHOR BRACKET GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 18.000 24.000 30.000 36.000 48.000 53.125 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020037 SUITE 250 HEATHROW, FLORIDA 32746 JAN. 11, 02 PHONE 407 805-03651 FAX 407 8054366 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Q &z 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 d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020038 JAN. 11, 02 01-1201 4 TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z21857C Address 1 VENETIAN BAY Address 2 LOT 40 Jurisdiction: CITY OF SANFORD ik General Buildina Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSI/TPI 1 Design Loads Roof: 37 PSF Floor: — Wind: 120 MPH ASCE 7-98 SMYTH LUMBER CO. ROOF TRusS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAx: 407-299-9153 Engineer of Record ROBERT MONTH OF 237 S WESTMONTE DR., STE 210, ALTAMONTE. FL PE#33709 Or Building Designer: Alpine Engineered Products Design Software Seal -Da: . ' 08-Aug-03 Truss Engineer: William M. Ranieri FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Comer Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: 30 Plus Standard Details Truss ID: R-1 R-2 R-3 R R-5 R-6 R-7 R-8 R-16(2PLY) R45 R46 R47 R50 R51 R52 R53 R54 R55 R56 R57 R58 R59 H1 H4 EJ5 EJ7 CJ5 CJ3 CJ1 FUG . AS PEVI-.ls'r;) C! I Y Of SANXD Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 11 4' rL HT S JFL HT 11711'1y i FOP, A C. IN IT:.T TFM5 T',FE5 r3L " I-V 03 FErAFE DoTTOTA (;HUFl) 51:-AC+S WHLH WEFE PELIVErEV WITH 1 MIT Tn_K75 PAt}iCAcC_ . Elf TFU55 EN%EEF14': s:vob.0JTz2 F 1 IIII 11 I 1'lII'"" 1 1 It 1 I I 1 I I ie lilt iI1L' i i l I 3®I_ Ill iil i 1 fir®ill! 1 01111 ii 1 1l la l l 1l D il-®III I 1 I®II I1 1 I®—EM 10 7— The Truss Engineer's seal, when applied confums the placement of the buss training as itrelatestothebussdeslgnsspedrkfor6sbucture. The truss framing Is based upon the review of plans, draw]rgs and specifications provided by the btdkrn g design professional. The build ng des ign professional has final approval of the truss ham]ng ardlor buss placement plan. The design of the tampon aM pennanenl bredrg, the diaphregm system, shear wags and stnlctura] elements to resi atera bads from wind andlor seismic adMy b the Its ponslbtrly of RTe bl ldinngg des qn professional. Additional approval by 61e buildingWilliamM. Ra nied P E design professional sfiati Include, rot be timiled to, design biding, lengths, prora.. FL L ic. No. 42764 pitches end depths. 1 ILO 4 3lif' Fa.i,n rnr 5 k OeCI; r .. I ri-O,;I: v1' OI FrU E vALS SMY'TH LUMDEF, GO. ROOF TFU':)S OIV610N 271'L '?OI.ITH AFOFI:A BLVD. AFOFI;A, FL. W03 f07) 2+1 - 1512 FAX (A07) Zgcl - 11153 Engoieerinq Gertihcale of Autliorizatiorl # q218 NOTE`) II R1) TE Tp verr Tn'S5 rLaceLen raui uP m'S5 rCYii PFAV 135 .(ATM reD U110M, YP f"I If 17 re$B I f 't1,n a (AID Y FY/Tn HIR1 rFTrOpEP IIYE min ------ _-- ---- -- m --------- PATE L) m11 qnn T It' MIrALtEnrli uh Of RTN]n TT AinfilRa RI1 o, wrTH In' r, (Chun 3) mtY..J5 TwT ui CT'T (Y u.TUM J aiR(VrT WAIVATaTi RL LIE rfFLFEDOrPUILUMAT (05TIMT5 exrerf I) ern (MY'(ES if Rh 110 Vf1 MIT " IF4 ErUr VInal'i Tr rtvEr UP wnTTvi(IIFE1a ei w,tH tnr Car— DETAIL`-: 0 rfff TO re - 1 r&'aaae Prnva r(r Rlr 1I7TuuR14, UP TLirIrIFY rra/ lry r$$ To lit E98' Ra7lrff F(r arum e17 ffwV rw rw uL in,,c5arucoi mriES it le' VrLLE, RYr K1 llr•T rE (IaFaPTELN ff( I e' Ir rag io vY I Ef m'S5 fETLLS F(r AL EFTUTE Ka(IK rt(I FEtTERue, e, rii IEr I) Iltnr U'EP rEarirl VALL5 uL rlar TFM H W5 TO" V."S'I H "'! lr1rY LIli-n,th, TTFrtc t112- Ir'tg' ongvrE d' • HUS26 OR THD26 l - NHUS26-2 OR THD26- 2 tD • HHUS28-2 OR THD26. 2 ID. HHUSIa OR THD48 F, • HGUS26-2 OR THDHXr2 IJ - NGUS25-2 OR THDH28- 2 10. HGUS26.0 OR THDH25. 3 SUUR210 OR SKH21OUR h • HGUSre OR THDH/6 P THA422 OR USH422 i0 • THAG22 OR FJSH1221F 0. HUC410 OR HD/101F t. 7HJA26 OR HJc26ill Z21857C - R-1) i A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS '6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X8(B5R) 120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG: LOCATED ANYWHERE IN ROOF, CAT I, EXP B, WIND TCDL=5.0 PSF, WIND BCOL-5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X6= 2X4 III 3X6(Al ) 1-4-0 1-4-0 L, 20-0-0 ,, 20-0-0 z 11-6-0 1 28-6-0 0-0 Over 2 Supports R-1561 U-269 W-8" R-1561 U-268 W-8" 9-4-0 PLT TYP. Wave TPI 95 R Design Criteria: TPI STD OTY:8 FL 1 R Scale 1875" Ft. WARNING " TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND TIC L L 20.0 P S F R E F R 3 5 2-- 74973BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO LT IFS••• T C D L 7.0 P S F DATE 0 1 2 4 0 3 S LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IIIDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Av •. MYTH STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t N,• 4.1704i ROOF TRUSS DIVISION IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC.SNALL 110T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO j* B DL 0.0 PSF DRW SLTUSR352 03024261 SLT-ENG WMR 27 22 SOIfTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND Of TRUSSES. THIS WITH PROVISIONS 1 2 STATE OF ; Q' BC LL 0.0 PSFAPOPKA. FL 32703 BRAC111G DESIGN CONFORMS APPLICABLE OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER IC N FOREST AND PAPER ASSOCIATION) A11D TPI. ALPINE S%- 4 Q. f SEON 39044407.299 1522 CONNECTORS ARE MADE OF 2OGA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO r•OR1O.•• TOT.LD. 37.0 PSF FAX: 4.07-299tJ153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER S IVAI.E 1 D U R F A C 1.25 FROM SFDRAWINGS160A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING R E SPONS181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" JREF--1BBeB992Z066 CERTIFICATE Or AUTHORILATION 09218 FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 08 '03EPARTICULARANSI/TPI ZLltl7/U K-C) IHIS UHG PRLPARLU FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 2 120 MPH WIND, 14.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. NOT LOCATED BOT CHORD 2x4 SP 2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP 8, WIND TCDL-5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X8(B5R) IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 2 X 4 III 5X6= 5X6= 3X8 2X4111 2.5X4: 6 r 1 6 5 X 6 5 X 6 3X8= 2.95 5X14 = 2-8-0 2X4III 1 +9-4-0 6X10= 6X8= 2X4111 2 X 4 III 3X6(A1) 1-4-0 1-4-0 rr .t—y 19-0-0 J? D 0 I_ 19-0-0 I 11-6-0 T 28-6-0 40-0-0 Over 2 Supports R-1561 U-481 W=8" R-1561 U-481 W-8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD , FL BLDG CODE OTY:2 FL 1 R Scale 1875" Ft. WARNING•' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB •91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IIISTITUTE. SB3 O'ONOFRIO OR.. SUITE 200. MADISON. MI 53719). FOR SAFETY PRACTICES PRIOR TORFUBOTSCHORHHAVESADATTACORIGIDACEGPROPERLYATTACHED R'w_j TIFF ••'•, - fV jL T C L L T C D L 20.0 7 . 0 P S F P S F R E F R 3 5 2-- 74974 S DATE 0 1 / 2 4 / 0 3 MYTH LUMBER CO. ROOF TRUSS DIVISION TOHNCTDUNLESHALLNEDTOPSTRUCTURALPANELSFPROPERLYILINLL IMPORTANT'• FURNISH A CopyOF THIS DESIGN TO THE 111STALLAIION CONTRACTOR. ALPINE ENGINEERED i N0. i2%04 BC DL 10.0 PSF DRW SLTUSR352 03024262PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 =J1 2722 50vrH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA, FL 32703 B0.AC ING OF TRUSSES. THIS DESIGN CONFORMS WITHAPPLICABLE PROVISIONS OF LIDS (IIATIONAL DESIGN S STATE OF BC LL 0.0 PSF SLT-ENG WMR 407-299-1 522 SPECIFICATION PUBLISHED OY THE AMERICAN FOREST AND PAPER ASSOCIASI0N) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS TM A653 GR40 Q P 1 t I T 0 TFAX: 407.299.9153 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AIID UNLESS OTHERWISE LOC ATEO ON THIS OE SIGN. POSITIOII CONNECTORS PER•~•••+•••'••• t1V L D . 37.0 P S F S E Q N 3 9 0 4 6 D U R F A C 1.25 FROM S FPROFESSIONALENGINEERING DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S IVAf`1 RESPON SI BILI7Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHDWN. THE SUITABILITY AND USE OF THIS CERTIFIGATEOFAUT}I0RIU110N#9218 ANSECTRTICULAR BUILDING IS THE RESPONSIBILITY OF17HE BUILDING DESIGNER. PER Aug Q$ 'Q ANSI/TPITIfOR SPACING 24.0" JREF 1RZP352_Z06 Z21857C - R-3) III I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 120 MPH WIND, 13.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X8= 5X6= 3M6 2.5X4s 6 r— (A) 5X6 ) 6 5X6s 7X10= 5X6= 2.5X4 2-8-0 2.95 2. 5X4 111 2X4 III I 9-4-0 2 X 4 III 2 X 4 III 2X4 III 7X10= 3X10(F1) = 2X4 III 3X6(A1) 1-4-0 r 7-0-0 _I_ 6-0-0 _I_ 17-0- 11-6-0 I 28-6-0 40-0-0 Over 2 Supports R-1561 U-483 W-8" 1-4-0 r R-1561 U=483 W-8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD , FL BLDG CODE OTY:2 FL 1 R Scale 1875" Ft. YARNING" 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. SBJ 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 M, q,,_ YSiFI ((•• 9.•• TIC T C L L D L 20.0 7.0 PSF P S F R E F R 3 5 2-- 74975 DATE 0 1 / 2 4 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03024263ROOFTRUSSDIVISIONIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f N0. 42704 BC DL 10.0 PSF PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 7 SLT-ENG WMR2722SOUTHAPOPKASwo. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BC LL 0.0 PSFAPOPKA. FL 32703 BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF tr 407.2991522 SPECIFICATION PUBLISHED byTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE A P 1 tom/ V/••.QR1,• TOT. 37.0 PSF SEON 39048 FAX: 407-2999153 CONNECTORS ARE NAOE OF 20GA ASTM A65J GRAD GAL STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ORAIIIHGS 160 A-2. THE SEAL ON THIS DRAPING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s/Olypf`E LD. PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEIIT OE SI GN SHOWN. THE SUITABILITY AND USE OF THIS D U R F A C . 1 . 2 5 F R 0 M F CERTIFICATE OF AUTHORIZATION Y9218 T1FOR ANYCOMPONENTNSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 08 SPACING 24.0" JREF 1RZP352_Z06 LCIbb/C - K-4 THIS LING PKLPARLU FMUM CUMPUILK INPUI (LUAUS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 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. 6'UE131 120 MPH WIND. 13.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND 0.19" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4 III 6X8= 9-4-0 3X8(B5R) 1-4-0 r 2 X 4 III 3X6(Al ) 1-4-0 y 1 15-0-0 _I, 10-0-0 _1_ 15-0-0 I f 11-6-0 T 28-6-0 40-0-0 Over 2 Supports R-1561 U-486 W-8" R-1561 U=485 W-8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD , FL BLDG CODE 0TY:1 FL 1 R Scale 1875" Ft. WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. IISTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 74976BRACING. REFER TO HIB-9l (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSTIIUTE. 5B3 D'ONOFR10 DR.. SUITE 200, MA SON, MI 53719). FOR SAFETY PRACTICES PRIOR TO pptlF(,`'•, / S MYTH LUMBER CO. PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED YJ- V T C D L 7.0 P S F DATE 0 1 2 4 0 3 ROOF TRUSS DIVISION STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATRIGID 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 J• No. 4i%04 1 =1 BC DL 10.0 PSF DRW SLTUSR352 03024264 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH II: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7A 17 APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF Q BC ILL 0.0 PSF SLT-ENG WMR 407. 299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE w% A P rfvW CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO yy'•.•0R•.•• TOT. LD. 37.0 PSF SEON 39050 FAX: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INOI CATES ACCEPTANCE OF PROFESSIONAL ENGINEERING js//-- -- uA PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTOESIONSHOWN. THE SUITABILITY AND USE OF THIS OUR . F A C . 1.25 FROM S F ' CERTIFICATE OP AUTHORII'ATION N9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPOIP>IBILITY OFVTHE BUILDING DESIGNER. PER AUg 08 '03 ANSI/ TPI 1-1995 SECTION 2. SPACING 24.0" JREF 1RZP352Z06 L21tl5/(: - N-5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T1 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3X10(F1) 6 1® 2X4111 2.5X4= 120 MPH WIND, 12.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. . CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4III 5X8= 5X6 5X6 6 r 6 T1 5X12= 2.5X4= 2.95 2-8-0 2X41119-4-0 AVT 9= ryn= 9YA III 2X4 III 3X6(A1) 1-4-0 1-4-0 r 13-0-0 _L 14-0-0 _I_ 13-0-0 11-6-0 T 28-6-0 0-0-0 Over 2 Supports R-1561 U-488 W-8" R-1561 U-488 W-8" PLT TYP. Wave TPI-95 R Des gn Criteria: TPI STD , FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACIIIG. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE E. INSTITUT583 O'ONOFR IO OR., SUITE 200. MAD SON. MI 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 RIGID CEILING. IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IIIC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION NSTAL FROM THIS DESIGN. ANY FAILURE TO Qt F••. / r4 F N0.42704 I TCT C BC L L D L DL 20. 0 7. 10. 0 0 P S F P S F PSF R E F R 3 5 2-- 74977 S MYTH LUMBER CO. ION ROOFSoLITHDATE O 1/ 2 4/ 0 3 DRW SLTUSR352 03024265 2722 SOUT/i APOPKA EBLvo. POPKAAPOPKA. FL 32703 407. 29&1522 FAX: 4.29991 22 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACIIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIOIIS OF LIDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AHERICAN FOREST AND PAPER ASSOCIAT101I) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GRAD GALV. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER f STATE OF t 0R1CPj s/ DNALEN BC TOT LL L D . 0. 0 37. 0 PSF P S F SLT- ENG WMR S EON 39052 D U R F A C . 1.25 FROM S F PROFESSIONALENGINEERINGDRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPOII S I BIL I T Y SOLELY FOR THE TRUSS COMPONENT OESI GN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTIORf7AT1ON N9218 CULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPIT1F1995115E SECTIONAUg 08 '03 SPACING 24.0" JREF 1RZP352_Z06 Z21857C - R-6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUB14ITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W9 2x4 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. CALCULATED VERTICAL DEFLECTION IS 0.59" DUE TO LIVE LOAD AND 0.49" DUE TO DEAD LOAD AT X = 19-9-0. 120 MPH WIND, 12.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.29" DUE TO LIVE LOAD AND 0.24" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1OX10 (R) III 3X8= 5X6= 6X6= 5X6= 9-4-0 3X10(F1) 111 iv - JAU= 3X6(A1) 1-4.0 E 11-0-0 18-0-0 _L 11-0-0 J 11-6-0 T 28-6-0 - 40-0-0 Over 2 Supports — R-1561 U-490 W-8" R-1561 U-490 W-8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD , FL BLDG CODE 0&6mijo OTY:1 FL 1 R Scale 1875" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M.T C L L 20.0 P S F R E F R 3 5 2-- 7497 8BRACING. REFER TO HIB-91 (HANDLING INSTALLING AIID BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADI 5011. YI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED p.. IFI •-.. 3 (J" '• T C D L 7.0 P S F DATE D 1 / 2 4 D 3 S MYTH LUMBER CO. PANELS, SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03024266 STRUCTURAL BOTTOM CHORD IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F N0.42704 BC DL 10.0 PSFROOFTRUSSDIVISIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO S L T - E N G WM R 2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING All i STATE OF B C L L 0.0 P S F APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNS 407- 299-1 522 SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2ODA AST A653 GRAD GALY STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO S, A, pf tV 4`OR%•,.•' TOT LID. 37.0 PSF SEON 39054 FAX: 407.299.9153 EACH FACE OF TRUSS. AND UIILESS OTHERWISE LOCATED 01I THIS DESIGN, POSITION C014NECTORS PER t SIVAI.EN OOUR FAC 1.25 FROM SF DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 09218 COMPONENT FOR AIIY PARTICULAR BUILDING IS THE RESP011SIBILITY OOTHE BUILDING DESIGNER, PER AUg 08 '03 SPACING 24.0" JREF 1RZP352_ZO6 ANSI/TP1 1-1995 SECTION 2. LCI07/L. - K-/) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 :B2 2x6 SP #1 Dense: WEBS 2x4 SP #3 :Wll 2x4 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 120 MPH WIND, 11.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.39" DUE TO LIVE LOAD AND 0.32" DUE TO DEAD LOAD. CALCULATED VERTICAL DEFLECTION IS 0.95" DUE TO LIVE LOAD AND 0.78" DUE TO DEAD LOAD AT X — 19-9-0. 5X10= 3X4= 2.5X4= 5X6= 3X10= 5X10= 9-4-0 3X10(F1) 1-4-0 rr L A Y III OAP= JAO= 3X6(Al ) 1-4-0 y lE 9-0-0 _I 22-0-0 I 9-0-0 J ff 11-6-0 14-7-12 T 13-10-4 '1 fE 40-0-0 Over 2 Supports R-1561 U-493 1•1=8" R-1561 U-493 W=8" PLT TYP. High Stren th,Wave TPI-95 R Design Criteria: TPI STD , FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 8Y TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFR IO OR .. SUITE 200. MAD( SON, WI 53719). FOR SAFETY PRACTICES PRIOR TO IF••. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURIIISH 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 l(A • i:0. as%Oa y y * 7C 7{ T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 74979 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 1 / 2 4 / 0 3 DRW SLTUSR352 03024267 2722 SOUTH APOPKA BLvD. APOPKA•FL 32703 407-299,15522 FAx: 407.299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGII CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS TM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO•OR,Or• EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 1 = s STATE OF f s/OHAI.EN BC TOT. LL LD. 0.0 37.0 PSF PSF SLT-ENG WMR SEON 39057 D U R F A C . 1.25 F ROM S FPROFESSIONALENGINEERING CERTIFIUITE OF AUTHORRATION 49216 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 ANSI/TENT(FOR ANSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 08 '03 SPACING 24.0" JREF 1RZP352 Z06 ZZ1tlS/l, - K-d IHI:> UWU PKLPAKtU FKUM LUMPUItK INHUI (LUAUS E UIM M)I UNN) JUUMIIILU BY IKUNS MHK. TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #2: BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 6 X 6 III 5X6= 8X8= 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98. PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 6X6= 6 1— T2 A) T3 A) 6 m 2. 5X4 III 7X6= 5X4= 5X4 (R III 7X6= 2.5X4 III 4X6(A1) = 1 4-0 _I 22-4-^ 4X6(A1) 1-4-0 7-0-0 _1_ 26-0-0 _I, 7-0-0 _I LE 40-0-0 Over 3 Supports R-1365 U-657 W-8" R-3898 U-1753 W-8" R-904 U-450 W-8" 4q 1 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD , FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE III FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING).).PUB LISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'ONOFRIO DR .. SUITE 200. MADISON. YI 53719FOR SAFETY PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED p'( IFI ••'•. 3 ; •(!" % T C T C ILL D L 20. 0 7. 0 P S F PSF R E F R 3 5 2-- 74980 DATE 0 1 / 2 4 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03024268 IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N0. 4i%4 BC DL 10.0 PSF ROOFTRUSSDIVISIONPRODUCTS. INC SHALL I10T BE RESPONSIBLE FOR ANY DEVIATION f0.0M THIS DESIGN; ANY FAILURE TO 2722 SOIiTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AIID BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS DESIGN j QtSTATEOFBC LL 0.0 PSF SILT-ENG WMR APOPKA. FL 32703 407. 2991522 NATIONAL IAREPMAOESOFD20GATASTMMA653AGRAORGALVAIISTEELERE% CEPTIASINOTE01. TAPPLYACONNECTORS L 9O'At% j• OR1O FAx: 407-299-91 53 COHNECTORSSPECICAT TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 011 THIS DESIGN, POSITION CONNECTORS PER v '••'••'•` SAIAf`l1 TOT. LD. 37.0 PSF SEON 39042 DUR. FAC. 1.25 FROM RI -I PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING 1110:CATES ACCEPTAIICE OF PROFESSIONAL ENGINE ERING RESPONSIBILITY SOLELY FORTHE TRUSS COMPONENTDESIGN SHOWN. THE SUITABILITY AIID USE OF THIS CERTIFlCATE OF AUTHORILATION#9218 COMPONENTANY NSE PARTICULAR BUILDING IS THE RESPONSIBILITY OFLTHE BUILDING DESIGNER. PER AUg 08 '03 SPACING SEE ABOVE JREF 1RZP352_Z06 L21f1S/C - K45 THIS UWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMIIIEU BY TRUSS MFR: TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 83 2x4 SP #1 Dense: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 120 MPH WIND, 13.07 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 L/240 TOTAL LOAD. 4X6= 2X4III 3X4= 0-3-8 T +9-4-0 LLiJoj fE 14-11-15 _1_ 10-9-1 I 11-6-0 14-3-0 L 25-9-0 Over 2 Supports R-1048 U-310 W-8" R-921 U-302 W-3" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD , FL BLDG CODE 0TY:1 FL 1 R Scale 25" Ft. TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANDWARNING' T C L L 20.0 P S F R E F R 3 5 2-- 74981 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 O'ONOFRIO DR.. SUITE 200. MAD: SON. WI 53719). FOR SAFETY PRACTICES PRIOR TO ASIFI'•. 3 f4YYTT__ % T C D L 7.0 P S F DATE 0 1 2 4 0 3 S MYTH LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CXOR. SHALL HAVE A PROPERLY ATTACHED RIG 10 CEILING. NO. 4Z704 DRW SLTUSR352 03024269 ROOFTRUSSDIVISIONIMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION ATIONCONTRACTOR. ALP 111E ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 7CBC DL 10.0 PSF SLT- ENG WMR 2722 SOUTH APO PICA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND t OFi BC LL 0.0 PSF APOPK/L FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE SEON 39059 407-299,1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AI10 TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST. A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO A•,•• Op10P ti, ..•• TOT. LD. 37.0 PSF FAx: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DUR FAC 1.25 FROM f' SFPROFESSIONALENGINEERINGDRAWINGS 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 AUTHORILITION#9218 COMPONENTANY NSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AU9 08 '03 SPACING 24.0" JREF 1RZP352_Z06 LZ1d!)/IL - K4b HIS UNG PREPARED FROM COMPUIER INPUI (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B3 2x4 SP #1 Dense: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT.LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 120 MPH WIND. 13.36 FT MEAN HGT. ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. 5X4= X4= 0-3-8 T * 9-4-0 SAD= CA4 NI 4A4 III 3X4 (Al) = 5X4= fE 12-7-0 13-2-0 16-2-0 _I, 9-7-0 I T i E 25-9-0 Over 2 Supports R-1048 U-341 W=8" R-921 U=264 W-3" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD , FL BLDG CODE OTY:3 FL 1 R Scale 25" 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 11I STITUTE. SB3 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 PRODCTS. INC. SHALL NOT BE RESPONSIBLEBC UFORANYDEVIATIONFROMTHISDESIGNANYFAILURETOp'(IF('•. V 1%; f NO. 42%04 7t T C T C L L D L DL 20. 0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 74982 Smy-rH LUMBER CO. ROOFTRUSSDIVISION DATE 0 1 / 2 4 / 0 3 DRW SLTUSR352 03024270 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299- 1522 FAx: 407- 29991 53 BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLIN . 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 ASSOCIAT 1011) AND TPI. ALPINEt.C CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO•ti.•0R1o.•• EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 1 = s STATEOF ,J PWf fV S NAI. EN BC TOT. LL LD. 0. 0 37.0 PSF PSF SLT- ENG WMR SEON 39061 OUR FAC . 1 . 25 FROM SF PROFESSIONAL ENGINEERINGDRAWINGS160 A-Z. THE SEAL ON THIS DRAWING INO:CATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS CERnFICATE OF AUTHORIZATION#9210 COMPONENTFORANY SE PARTICULAR BUILDING IS THE RESPOISIBILITY OFITHE BUILDING DESIGNER. PER Aug 08 '03 SPACING 24.0" JREF 1RZP352_Z06 441077L - ccinSYL - KVY TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP-#3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2X4(A1) 4-0j IMI. UMU PKtF'AKtU VXUM LUMF'UILK IMPUI (LUAU) 6 U111t MJ1UMJ) JUUM111tU BY IKU» MYK. 120 MPH WIND, 13.36 FT MEAN HGT, ASCE 7-98. CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= I,1-5-01i rE 16-2-0 _L 4-6-0 I r 12-7-0 8-1-0 iE 20-8-0 Over 2 Supports 'I R-858 U-440 W-8" R-834 U-471 W-4" 3-6-3 1 -0-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD , FL BLDG CODE OTY:5 FL 1 R Scale 3125" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRAC I IIG. REFER TO HIB-91 (HAIIDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'ONOFRIO OR., SUITE 200. MADI SON. Y1 53719). FOR SAFETY PRACTICES PRIOR TO S. PERFORMING THESE FUNCTIONUIILESS 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 M. ppt i. . </ Yl- 1 No. 704 =1 7 * 7 T C T C BC L L D L DL 20. 0 7. 0 10. 0 P S F P S F PSF R E F R 3 5 2-- 74983 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 1 2 4 0 3 DRW SL7USR352 03024271 SLT- ENG WMR 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407- 299-1 522 FAx: 407-299.9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UIILESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONVECTORS PER t t STATE OF j wt A' Pff tV e.% ORIQ, 0 BC TOT. LD. LL 0.0 37. 0 PSF PSF SEON 38354 D U R F A C . 1.25 FROM S L C PROFESSIONALENGINEERINGDRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHDWN. THE SUITABILITY AND USE OF THIS Y// NA1.E CERWICATE or AUTHORIZATION 09218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. Aug 08 '03 SPACING 24.0" LClriS/L. - K15 IHIS UHU PKLPAKLU FKUM LUMPUILK INPUI (LUAUS d UIMLNSIUNS) SUHMIIILU BY IKUSS MFK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :82 2x4 SP #1 Dense: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2.5X4(A1) L,1-4-0 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP 8, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 4X8= 2X4III 3X8= 2X4III T 2-II2-3 12L0-0 7-V-V 11-0-V 12-7-0 8-1-0 20-8-0 Over 2 Supports _I R-861 U-298 W-8" R-750 U=252 W-4" PLT TYP. Wave TPI-95 R Desi q n Criteria: TPI STD , FL BLDG CODE OTY:1 FL 1 R Scale 3125" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HAIIDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE Q _ T C L L 20.0 P S F R E F R 3 5 2-- 74984 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAOISON, MI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ppSIFI •'•• 3 ( J- •'; T C D L 7.0 P S F DATE 0 1 / 2 4 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V F : DRW SLTUSR352 03024212 ROOFTRussDlvlslortIMPORTANT•• FUR ISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j No. 42704 ; BC DL 10.0 PSF PRODUCTS. IN SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND j t'. STATE OF BC ILL 0.0 PSF LT-ENG WMR APOPKA. FL 32703 407- 2991522 BRACIIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY 1HE AMERICAN FOREST AIID PAPER ASSOCIATIOII) A110 TPI. ALPINE Og10 SEON 39063 FAX: 407-2999 153 CONNECTORS ARE MADE OF 20GA AST N A653 GR.O GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER tom•i"OOA TOT. LID. 37.0 PSF OUR F A C 1.25 FROM L C PROFESSIONALENGINEERINGDRAWINGS 160 A-1. THE SEAL OII THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Al, RE SPOH SIBILITY SOLELY FOR THE TRUSS COMPONENT OE SI GN SHOWN. THE SUITABILITY ANO USE OF THIS J CERTIFICATE OF AUTHORIZATION $192 18 ANSIONPITY FOR ANY NSEPARTICULAR BUILDING IS THE RESPONSIBILITY OFLTHE BUILDING DESIGNER, PER AU9 08 '03 SPACING 24.0" JREF--1BBe89827066 LZibb/L - Klb-L NLT TOP CHORD 2x4 SP #2 :T2 2x6 SP #1 Dense: BOT CHORD 2x6 SP #2 :B2 2x4 SP #1 Dense: WEBS 2x4 SP #3 :W3, W5 2x4 SP #2: 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, HIND TCDL=5.0 PSF, WIND BCDL-5.0 PSF ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X10= IHI] UNU PKLPAKtU rKUM LUMYUItK INFUI (LUAUa a UIMtNZIUN o) .UNMIIILLI UT IKUJJ MrK 2 Complete Trusses Required NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. CALCULATED HORIZONTAL DEFLECTION IS 0.14" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. T2 HS1018= 3X8= 2X4III T 1-2-3 L2L0 - 0 2.5X4 (A1) = "" "' L_1 4 0_j L 7-0-0 ,I_ 13-8-0 _I 12-7-0 8-1-0 Le 20-8-0 Over 2 Supports R-1539 U-603 W-8" R-1649 U-615 W-4" PLT TYP. High Stren th,Wave TPI-95 R Design Criteria: TPI STD OTY:1 FL 1 R Scale 3125" 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-- 7 4 9 8 5BRAC111G. REFER TO HIB'91 (HANIL:1IG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MAD,SON. YI 5,7.;). FOR SAFETY PRACTICES PRIOR TO S FI '•. 7.0 P F 0 1 2 4 0 3PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED V T C D L S DATE S MYTH LU M BER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j No. ROOF TRUSS DIVISION IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALP114E ENGINEERED PRODUCTS. INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 42704 = BC DL 10.0 PSF DRW SLTUSR352 03024292 SLT-ENG WMR 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND t STATE OF BC LL 0.0 PSFAPOPKA-FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t ;.Q` 407-299-1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONN CTORS ARE MADE OF By ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO At W TOT. LD. 37.0 PSF SEON 15736 FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER y•..•0R1o J• u 6` D U R F A C 1.25 FROM S LCDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SI ON SHOWN. THE SUITABILITY ANO USE OF THIS SPACING SEE ABOVE JREF--IME1582Z@67 CERTIFICATE OF AUTIIORIZATTON R9218 ANSIONENTI FOR99 ANSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 08 '03CTION LZIOtI/L. - rcSUI In13 unu rKLrAKLu rKUIV 1-vriruILK Inrul LLUAU3 a UIMtM3IVR3) 3UDMIIILU UT IKU33 NrK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 120 MPH WIND, 11.97 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 X 4 III 0-3-8 v F + 9-4-0 L,1-4-0>1 LE 10-11-8 Over. 2 Supports Bd R=505 U-240 1.1-8" R=369 U-238 W-3" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD , FL BLDG CODE OTY:5 FL 1 R Scale 375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, MANDLI11G. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLIIIG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR IO OR .. SUITE 200, MADI SON. WI 53719). FOR SAFETY P0.ACT ICES PRIOR TO PERFORMING THESE FUNCTIONS. UIILESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED M A 4QI,' SIF1('• wc4*1 T C L T C O L L 20.0 7.0 P S F P S F R E F R 3 5 2-- 74986 DATE 0 1 / 2 4 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03024273 IMPORTANT'*. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG114EERED f NO. 4Z%4 S BC DL 10.0 PSF ROOFTRUSSDIVISIONPRODUCTS. IIIC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 SILT-ENG WMR 2722 SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7{ t BC LL 0.0 PSF APOPKA.FL32703BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF 5 P f 407-299-1522 FAX: 407- 2999153 CONVECTORS ARE MADE OF 2OGA ASTM A653 GRID GALV. STEEL. EXCEPT AS VOTED. APPLY CONNECTORS 70 EACH FACE OF TRUSS. AND UIILESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OR•,.• t1 TOT. LID. 37.0 PSF SEON 39071 OUR. F A C 1.25 FROM S F DRAWINGS 160A,Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s/ONAL PROFESSIONAL ENGINEERINGRESPONSIBILITYSOLELTFORTHETRUSSCOMPONENTDESIGIISHOWN. THE SUITABILITY AND USE OF THIS SPACING 1 24.0" JREF 1RZP352_ZO6 CERTIFICATE OF ALITIIORIZATYON N9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONIS IBILITY OFITHE BUILDING DESIGNER. PER Aug 08 ' 9 ANSI/TPI1-1995 SECTION 2. cL1tl5IL - K5i IH1) UWG PKLPAKLU hKUM LUMPUILK INPUT (LUAUS A LIMLN51 M) bUBMII1LU BY IKU» MI-K. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. T 1-8-11 i 120 MPH WIND, 11.97 FT MEAN MGT. 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. 2X4 III 2X4III 5X4= Lam)-4-0>1 ICE 10-10-8 Over 2 Supports R-494 U-199 W=7" R-379 U-276 W-3" 0-3-8 8-0-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD , FL BLDG CODE OTY:1 FL 1 R Scale 375" Ft. WARNING' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 5 74987BRAC111G. REFER TO HIB•91 (HANDLING INSTALLING A140 BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFR IO DR., SUITE 200, MADI SON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SIFIG, :// T C D L 7.0 P S F 3 2-- DATE 0 1 / 2 4 / 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•' FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. 111C. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO l N0.4Z704 BC DL 10.0 PSF DRW SLTUSR352 03024274 S L T - E N G WM R 2722 SOIFFH APOPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1 t STATE OF BC L L 0.0 P S F 407- 2999 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S A A, O CONNECTORSAREMADEOF20GAASTMA653GRADGALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT . L D . 37.0 P S F S E O N 39073 91 FAX: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONIECTORS PER S NA1.Ed OUR. FAC. 1.25 FROM SF DRAWINGS160AITHESEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERIIIGPROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OP AUTHORILITION 49218 COMPONENT FOR ANY NSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 08 '03 SPACING 24.0" JREF 1RZP352_Z06 I99CTION2. LZltlS/L. - Kt)Z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 BOT CHORD 2x8 SP #1 Dense :B2 2x4 SP #2: WEBS 2x4 SP #3 :141, W7 2x6 SP #2: SPECIAL LOADS LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at 0.00 to 54 PLF at 2.71 TC From 64 PLF at 2.71 to 64 PLF at 4.75 TC From 54 PLF at 4.75 to 54 PLF at 13.75 TC From 64 PLF at 13.75 to 64 PLF at 15.79 TC From 54 PLF at 15.79 to 54 PLF at 20.79 PLT- From 10 PLF at 4.90 to 10 PLF at 13.60 BC From 20 PLF at -0.42 to 20 PLF at 2.71 BC From 110 PLF at 2.71 to 110 PLF at 15.79 BC From 20 PLF at 15.79 to 20 PLF at 19.17 BC From 4 PLF at 19.17 to 4 PLF at 20.79 BC 71 LB Conc. Load at 2.71, 15.79 BC 336 LB Conc. Load at 4.94 1) 2x8x4-4-0 SP #1 Dense SCAB AT LEFT END. ATTACH SCAB TO FACE OF CHORD WITH: 0.13lx3.0_g_nails @ 8" OC, PLUS ADDITIONAL NAIL CLUSTERS AT: BRG.: 9), HEEL: (10), 1st PANEL POINT: (2) 5X6 (R) W 0-7-4 I 8-0-0 T 120 MPH WIND, 16.58 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. 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. COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. OR RIGID CEILING. DEFLECTION MEETS L/480 LIVE AND L/360 TOTAL LOAD. 5X4= 21 3X16I11 4AIZ (K) III HJZSiZ (K) 111 2, 5X4 III R-1675 U-721 W-3" R-1622 U-6 9 8 55W- 7" t-' L, 9-8-0 I 9-11-0 I rE 19-7-0 Over 2 Supports I PLT TYP. High Stren th,Wave TPI-95 R Design Criteria: TPI STD , FL BLDG CODE OTY:1 FL 1 R - Scale =.25" Ft. WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACIIIG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITLITE 583 D'ONOFRIO OR.. SUITE 200. MADISON. YI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUIICTIONS. UIILESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED IFS••••'•. 4v% T C L L T C D L 20. 0 P S F 7 . 0 PSF R E F R 3 5 2-- 74988 DATE 0 1 / 2 4 / 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N0. 42704 DRW SLTUSR352 03024275 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 BC DL 10.0 PSF 2722 SOUTH APOPKA Swc). APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACIIIG OF TRUSSES. THIS DESIGII CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN j 1STATE OF iQ` BC LL 0.0 PSF SLT-ENG WMR 407- 29J1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PA ER ASSOCIATIOII) AIID TPI. ALPINE A, P.' SEQN 39083 CONNECTORSAREMADEOF20GAASTMA653GRIDGALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO•..•R,..•' TOT.LD. 37.0 PSF FAx: 407.299-9153 EACH FACE OF TRUSS. AIID UNW LESS OTHERWISELOCATEDON THIS DESIGN. II N. POSTON CONNECTORSPERJu DUR. FAC. 1.25 FROM SF + PROFESSIONAL ENGINEERING DRAWINGS 160A-Z. THE SEAL ON THIS ORAWIIIG "'DICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A1. CERTIFICATE OF AUTTIORIZATION 779218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPOIIE1 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT ANSEPARTICULAR BUILDING IS THE RESPONSIBILITY OFITHE BUILDING DESIGNER. PER Aug 08 '03 SPACING SEE ABOVE JREF 1RZP352_Z06 IFOR LC107/L. - K J IHI] UMU PKtFAKtU PKUM LUMPUItK INPUT (LUAUS 6 UIMLMZ.IUNZ.) Z.UUMIIILU UT IKU» Mr K. TOP CHORD 2x4 SP #2 BOT CHORD 2x8 SP #1 Dense I4EBS 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. 2X4III 3X4 (F i 0-7-4 F 2 X 4 III k5-3-0 Over 2 Supports ( R-177 U-180 W-3"R-194 U-263 9-3-6 0 120 MPH WIND, 16.05 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. PLT TYP. Wave TPI 95 R Desi gn Criteria: TPI STD FL BLDG CODE o4aTm0TY:2 FL 1 R Scale 3125" Ft. WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND T C L L 2 0.0 P S F R E F R 3 5 2-- 74989BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR10 DR . SUITE 200, MAD ISON. W1 53719). F0A SAFETY PRACTICES PRIOR TO FF F„I,•'•11 Mot— T C 7.0 P F 0 1 2 4 0 3 PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE 11101CATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED A" D L S DATE S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f N0.42%04 ROOF TRUSS DIVISION IMPORTANT•• FURNISH A COPY OF THIS OE SIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. fNC. SHALL NOT BE RESP014SIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1: * 7 BC DL 10.0 PSF DRW SLTUSR352 03024276 SLT- ENG WMR 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1 t STATE OF BC LL 0.0 PSF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 5:( SEON 39075 ao7•zssl5zz• ARE MADE OF 20GA ASTM A653 GRAD GALE. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 0 R,O 0 ti•,••,,.•• TOT.LD. 37.0 PSF FA%: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHER 415E LOCATED ON THIS DESIGN. POSITION CONNECTORS PER EACH FACE S NA1.El1 D U R F A C 1.25 FROM S F OR AWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPOIIE NT DESIGN SHOWN. THE SUITABILITY AND USE OF TNIS CERTIFICATE OF AUT4ORI7IT10N 09218 COMPONENTANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AUg 08 '03 SPACING 24.0" JREF 1RZP352_Z06 EPARTICULAR LCltl7/L, - KtI4 1NIS UWU PKLPAKLU FKUM CUMPUILK INPUI (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 54 PLF at 0.00 to 54 PLF at 3.67 BC From 20 PLF at 0.00 to 20 PLF at 3.67 BC 194 LB Conc. Load at 0.77, 2.77 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 2X4III 2.5X4 (R) III T 2-0-0 2-0-0 0-al-0 2.5X4= 2 X 4 III 13-8-0 Over 2 Supports R-336 U-180 R-323 U-180 W-3.5" 120 MPH WIND, 10.00 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. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD , FL BLDG CODE OTY:1 FL 1 R Scale 375" Ft. EXTREME C ••NARKING•• TRUSSES REQUIRE ARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND GRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFR IO OR., SUITE 200. MADISON. VI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE 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 TIFF••. //% No. 42%04 ; TC TC BC ILL D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 74990 S MYTH LUMBER CO. ROOFTRUSS DIVISION DATE 0 1 / 2 4 / 0 3 DRW SLTUSR352 03024217 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407. 299.1522 FAx: 407-29991 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF LIDS (NAT TONAL DESIGN SPECIFICATION PUBLISHED GY THE AMERICAN FOREST ACID PAPER ASSOCIATIOtI) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 1 ; STATE OF AS•• OR,'01j tc` SNALBC T 0 T LL L D . 0. 0 37. 0 PSF P S F SLT- ENG /WMR S E 0 N 39078 D U R F A C . 1.25 FROM SF PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS a CERTIFICATE OF AUTRORIUTON#9218 ANSI/ TPITIFOR ANY SECTPARTICULAR BUILDING IS THE RESPONSIBILITY OFITHE BUILDING DESIGNER. PER Aug 08 '03 SPACING SEE ABOVE JREF 1RZP352_Z06 ILZltf7/l, - K55) TOP CHORD 2x6 SP #2 BOT CHORD 2x8 SP #1 Dense :82 2x4 SP #2: WEBS 2x4 SP #3 :W1, W7 2x6 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. OR RIGID CEILING. DEFLECTION MEETS L/480 LIVE AND L/360 TOTAL LOAD. 1) 2x8x4-4-0 SP #1 Dense SCAB AT LEFT END. ATTACH SCAB TO FACE OF CHORD WITH: 0.1310.0_g_nails @ 8" OC, PLUS ADDITIONAL NAIL CLUSTERS AT: BRG.: 8), HEEL: (9), 1st PANEL POINT: (2). 5X6(R) \N 0-7-4 V T IHIZI Ullb FKtFAKtU FKUM LUMYUItK INPUI (LUAU) 8 UIMtN31VM3) 3UUMIIItU OT IKU33 MrK. 120 MPH WIND, 16.58 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. BC ATTIC ROOM FLOOR LOADING: LL — 40.00 PSF: DL a 5.00 PSF: FROM 3-4-8 TO 16-5-8. 5X4= 3X8III 4x1U(K) III HZ)Z51Z(K) IN 2.5X4III R-1431 U-301 W-4" R-1530 U-381 W-7" Q-5 10i 1, 9-8-0 J, 9-11-0 ,J 19-7-0 Over 2 Supports PLT TYP. High Stren th,Wave TPI-95 R Design Criteria: TPI STD , FL BL WARNING•• TRUSSES REQUIRE EXTREME CARE 111 FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACIIIG. REFER TO HI B-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION • IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407.299.1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF By ASTM A653 GR4O GAL Y. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 0.ESP011 SIBI LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OP ANTHORILATION 09218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2 i No.42704 t STATE OF X 0R119t.. Aug 08 '03 TY FL/-/1/-/-/R/- TC ILL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24" 6-6-2 8 -0 Scale=.25"/Ft. REF R352-- 74991 DATE 01/24/03 DR W SLTUSR352 03024278 SLT-ENG WMR SEON 39085 FROM SLC JREF 1RZP352_ZO6 L218S/C - K56 HIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 BOT CHORD 2x8 SP #1 Dense :B2 2x4 SP #2: WEBS 2x4 SP #3 :1441, W7 2x6 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BC ATTIC ROOM FLOOR LOADING: LL — 40.00 PSF: DL = 5.00 PSF: FROM 3-4-8 TO 16-5-8. 6-6-2 5X4= 120 MPH WIND, 16.58 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. COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. OR RIGID CEILING. DEFLECTION MEETS L/480 LIVE AND L/360 TOTAL LOAD. QL5 - Oj L-5-0 L, 9-11-0 _I, 9-11-0 _I R-1545 U-399 W-7" 19-10-0 Over 2 Support R-1545 U-399 W-7" 6-6-2 8 -0 PLT TYP. High Stren th,Wave TPI-95 R Design Criteria: TPI STD , FL BLDG CODE OTY:1 FL 1 R Scale 25" 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-WI53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ppS F( ••'•., w T(T- %•';c T C T C L L DL 2 0.0 7.0 P S F P S F R E F R 3 5 2-- 74992 DATE 0 1 2 4 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V : ROOF TEtuSS D[vISION IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i NO. 4Z%04 ; BC DL 10.0 PSF DRW SLTUSR352 03024279 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APDPKA BLvD BUILD THE TRUSSES IN CONFORMANCE NI TH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIG11 CORFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN L STATE OF j BC LL 0.0 PSF SLT-ENG WMR 407-2991522 SPECIFICATION PUBLISHED BY THE AME0.ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 4OR,O f/ CONNECTORS ARE MADE OF 20GA AST. A653 GR40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. AD. 37.0 PSF SEON 39087FAX: 407-299.91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITIO1, CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIIIG S{/IVA ENPROFESSIONALENGiNEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS DUR.FAC. 1.25 FROM SLC CERTIFICATE OF AUTHORIUTION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESP014SIBILITY OFITHE BUILDING DESIGNER. PE0. AUg OB '03 24" ANSI/TPI 1-1995 SECTION 2. SPACING JREF 1RZP352_Z06 Z21857C - R57) & THIS DWG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 M6, M9 2x6 SP #2: SPECIAL LOADS LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC From 81 PLF at -1.55 to 81 PLF at 21.38 BC From 4 PLF at -1.55 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 19.83 BC From 4 PLF at 19.83 to 4 PLF at 21.38 5X4 = 6-6-2 120 MPH WIND, 16.60 FT MEAN HGT, ASCE 7-98. CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS A12030ECO901 8 GBLLETIN1001 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4.JA4= L.t)A4= I_ 9-11-0 _I_ 9-11-0 _1 irz 19-10-0 Over.Continuous Support R-114 PLF U-49 PLF W-19-10-0 Note: All Plates Are W2X4 Except As Shown. 6-6-2 8 -0 PLT TYP. Wave TPI 95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 25" 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 O'0110FRI0 DR.. SUITE 200' MA SON. WI 5J719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A DRODERLY 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 F(f•'• r4 N0.42%04 1 y T C T C BC L L D L DL 2 0.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 74993 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE O 1/ 2 4/ 0 3 DRW SLTUSR352 03024280 SLT-ENG WMR2722SOUTHAPOPKAElLVD. APOPKA. FL 32703 407-299.1522 FAX: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAII FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C OMNE[TORS ARE MADE OF 20GA ASTM A65J GRAD GAL V. STEEL. EXCEPT AS NOTE O. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Q, 1 J Y S STATE OFfLvAt•.C Q:r v 7iS. ••!O. R -I.. A VV BC TOT. LL L D . 0.0 37.0 PSF P S F S E 0 N 39090 D U R F A C . 1.25 FROM S L CPROFESSIONALENGINEERING DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R E SPONS181LITY SOLELY FORTHE iR USS COMPONENT DE 51 GN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 8921E COMPONENTTPI IFOR AN- 1995 SE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI Aug 08 '03 SPACING SEE ABOVE JREF 1RZP352_Z06 LC16J/L, - KSC IMIS UWU PKtFAKtU tKUM LUMYUILK ITIF'UI (LUAUS d LIMLNSI M) SUBMIIILU BY IRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 16.11 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. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= 3-8-3 0 2.5X4 = 2X4 III L< 1-5-0>J-----1 -7-D-j L< 1-5-0,+ L. 5-1-0 _ - 4-2-0 _1 9-3-0 Over 2 Supports R-517 U-415 W-4" R-340 U-275 W-4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD , FL BLDG CODE OTY:2 FL 1 R Scale 375" Ft. WARNING•' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M. T C L L 20.0 P S FBRACIIIG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 111ST1 TUTS. SBJ D'OIIOFRIO DR .. SUITE 200. MADISOJI, MI 5J719). FOR SAFETY PRACTICES PRIOR TOSIFI••, PERF ORMIIIG THESE FUNCTIONS. UNLESS OTHERWISE IS ICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 3. V %.• T C D L 7.0 P S F R E F R 3 5 2-- 74994 DATE 0 1 / 2 4 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03024289ROOFTRussDIVISION 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 s N0.42%04 BC DL 10.0 PSF 2722 SouTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRIC ATI JIG. HANDLING, SHIPPING. INSTALLING AND t t APOPMA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OFf BC LL 0.0 PSF SLT-ENG WMR 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE OCONNECTORSAREMADEOF20GAAST- A651 GRAD GALV. STEEL. EXCEPT AS VOTED. APPLY CONNECTORS TO g10Q;. r, .•• TOT. LD. 37.0 PSF SEON 39092FAx: 407.299.9153 EACH FACE OF TRUSS. AN UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s/ONALE OUR F A C 1 2 5 FROM S L CPROFFSSJONALENGINEERING DRAWINGS 1'0 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SI GN SHOWN. THE SUITABILITY ANO USE OF THIS CERTIFICATE OF AUTHORJZATION #9218 COMPONE14T FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PE0. Aug o8 '03 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF 1RZP352_ZO6 LZIdb/L - Kb9 INIJ UK1. PKtPAKtU VKUM LUMPUItK INPUI (LUAU] h UIMtIiJIUM]) ,UUMIIILU BY IKU» MI-K. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 16.11 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. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. 1 HIP SUPPORTS 4-1-1 JACKS AT LEFT END AND 4-2-1 JACKS AT RIGHT END. JACKS HAVE NO WEBS. 5X4= 3-8-3 0 2.5X4= 2.5X4= 1-5-0>1<1-7-0>j L<I-5-0>J 1 0-13 I_ 5-0-15 _1_ 3-1-3 _1_ _I 9-3-0 Over 2 Supports R-681 U-524 W-4" R-420 U-324 W-4" PLT TYP. Wave TPI-95 R D'esi n Criteria: TPI STD , FL BLDG CODE QTY:1 FL 1 R Scale 375" Ft. WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACT NG. REFER TO HIB•91 (HANOLING INSTALLIIG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ON0FRI0 OR.. SUITE 200. MADI SON. YI 53719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHER ISE 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 m iF1'•. V %'• rV ; fN0. 42704 T C T C BC L L D L DL 20. 0 7.0 10. Q P S F P S F PSF R E F R 3 5 2-- 74995 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE Q 1 2 4 Q 3 DRW SLTUSR352 03024281 SLT-ENG WMR 2722 SOUTHAPOPKABLVD. APOPKA. FL 32703 407.299. 1 522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRAC IIIG OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (RATIONAL DESIGN SPECIFICATI OIi PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNEC iOR5 ARE MADE OF 20GA ASTM A653 GR40 GALY STEEL_, EXCEPT AS NOTED. APPLY CONNECTORS TO t t s STATE OF , Pf fV 4 R,.••' iA BC T 0 T LL L D 0.0 37.0 PSF P S F S E Q N 39094 FAX: 407- 2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER S NA El1 D U R F A C . 1.25 FROM S L C PROFESSIONAL ENGINEERINGDRAWINGS160 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 CERnFICAEOFAUTIiOR¢wnON# 9218 COMPONENTANY SECTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 08 '03 SPACING SEE ABOVE JREF 1RZP352_Z06 ZZ161FL, - Hi INIS UM0 FKLFAKtU FKUM LUMFUILK INFUI (LUAUS 6 UIMtNS1UNS) SUBMIIItU BY IRUSS 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- 4-3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. L< )- 10-)0.IE 9-10-13 _I LE 9-10-1 Over 3 Supports R= 400 U-317 41-8" 1 R1008 U-245 3- 9-14 R- 3029 U-180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD , FL BLDG CODE OTY:3 FL 1 R Scale 375" Ft. WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND M.T C L L 20.0 P S F 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 pt F••, YYJJ _- % T C D L 7.0 P S F R E F R 3 5 2-- 74996 DATE 0 1 2 4 0 3 S LUMBER CO. V MYTHROOF TRUSS DIVISION STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No. 42704 BC DL 10.0 PSF DRW SLTUSR352 03024282 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO SLT- ENG WMR 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDL I IIG. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN I% STATE OF ; BC LL 0.0 PSF 407. 299.1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE OS I Q.?N FAX: 407-299-9153 CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ORI',.•' S-.. IVA El1 TOT. LD. 37.0 PSF SEON 39096 OUR F A C 1.25 FROM A F PROFESSIONALF_NGINEERING 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 CERnFiCATE OF AUTT/ORmAT1ON N9210 COMPONENTANY NSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF,THE BUILDING DESIGNER, PER Aug 08 '03 SPACING SEE ABOVE JREF 1RZP352_Z06 LLlriS/L - 114 Inn UMU rKtrAKtU rKun t,unruitM IMYUI LLVAU3 a UII'ItH31u1`13) 3UVMI11tU bT IKU33 MrK. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #2 HIPJACK SUPPORTS 1-10-7 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-1-9 CANT ONE FACE, 0-1-9 CANT OPPOSITE FACE. 0-0-1 2X4 III A 1A 2 X4 III 42-0-1-'-2-8-8--I 2-7.12 Over 3 Supports R-130 U-180 W-8" 1 -10-3 R-10 U-180 4-1-15 R-7 U-180 120 MPH WIND, 15.32 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 Criteria: TPI STD , FL BLDG CODE OTY:2 FL 1 R Scale 375" Ft. WARNING*TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-9] (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 561 O'OIIOFRIO DR.. SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUIICTIOHS. 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 p-V F(•., w r'• lei :• S No.42704 S T C T C BC L L D L OIL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 74997 S MYTH LUMBER CO. ROOFTRUSS DIVISION DATE 0 1 / 2 4 / 0 3 DRW SLTUSR352 03024283 SLT- ENG WMR 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 407- 2991 522 FAX: a07-299-91 53,•.•„-,,... PROFESSIONAL ENGINEERING BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NI TIONAL DESIGN CON" ECTORSIAREPMADEUILI SOFHE 0211GATASTMMA653AGRAORGALV- SEST ANOTEELPAPEREXCEPTIASINOTEDIIDTAPPLYACONNECTORSTOEACH FACE OF TRUSS_. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS STATE OF LPINEO S t R, f tl V ` EP BC TOT. ILL L D. 0. 0 37. 0 PSF PSF S E O N 39105 D U R . F A C . 1 .25 FROM A F CERTIFICATE OF AUTIIORTZATION F9218 COMPONENTANY NSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ku9 08 '03 SPACING SEE ABOVE JREF 1RZP352_Z06 c2ia51c - Lit, HIS UWG PRLPARED FROM COMPUFER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #2 2 X 4 III r— 1 R 1113 U-180 4-2-3 R-250 U-180 2 X 4 III I-5-0---I<-1-11-12;J 1 I1 0 Over 3 Supports RR-190 U-180 W-7" 120 MPH WIND, 15.32 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. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD , FL BLDG CODE OTY:5 FL 1 R Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'ONOFR IO DR SUITE 200. MADIS011, WI 577I9). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCT1014S. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Q - 1.p,_ SIF C•••.. 3 '7.' T C T C L L D L 20.0 7.0 P S F PSF R E F R 3 5 2-- 74998 DATE 0 1 / 2 4 / 0 3 S MYTH LUMBER CO. ROOFTRUSS DIVISION STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t N0. ai%D4 ; BC DL 10.0 PSF DRW SLTUSR352 03024284 PRNC. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SorrH APOPKA BLvD. APOPMA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING Oi TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF BC LL 0.0 PSF SLT-ENG /WMR 407- 299-1522 SPECIFICATION PUBLISHED BY THE A1IERICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE S, A .' v 0FAx: 407.299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONVECTORS PER R% . 0 r S IVAI.El1 T 0 T. L D. 3 7. 0 P S F S E 0 N - 39100 D U R F A C 1.25 FROM A F DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF Aur ORFZAT1ON#9218 FORPARTICULAR BUILDING IS THE RESPONSIBILITY OFF HE BUILDING DESIGNER. PER Aug 08 03 ANSI/TPI SPACING 12Q.0" JREF - 1RZP352_Z06 LZldb/L - tJ/ IMIJ UMu YKtYAKtU VKUM LUPIYUItK INF'UI (LUAUS 6 UIMLN:)IUN,) bUBMIIItU HT IKUJJ MI-K. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. tl-4-0,1. 7-0-12 lj= 7-0-0 Over 3 Supports R-363 U-251 W-8" 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II. EXP B, WIND TCDL-5.0 PSF. WIND BCDL-5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 -10-4 r R-163 U-180 3-10-3 R-703 U-180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD , FL BLDG CODE OTY:17 FL 1 R Scale 375" Ft. WARNING'- TRUSSES 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-- 74999BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE III STI TUTS. 5E3 D'ONOFRIO DR.. SUITE 200. MA DI SON. YI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED t FI'•. V r•. T C D L 7.0 P S F DATE 0 1 / 2 4 / 0 3 Smy-rH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j No.42704 W SLTUSR352 03024285ROOFTRu55DIVISION IMPORTANT— FUR ISM 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 B DL10.0 P 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS PITH APPLICABLE PROVISIONS OF NOS DESIGN 1 SSTATE OF BC LL 0.0 PSF SLT-ENG WMRAPOPKA. FL 32703 NATIONAL SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 0 • Z PJ 4 SEON 39107407.29&1522 CONNECTORS ARE MADE OF 20GA AST. A653 GRID GAL,. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO - OR Q•''- TOT. LD. 37.0 PSF FAx: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER t D U R F A C 1.25 FROM SFBRAWINGS160A-E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING IVA F PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATEOFAUTHORYLAT1ON0921E1 ANSECTRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGHER. PER Aug 08 '03 SPACING 24.D" JREF 1RZP352_Z06ANSI)TPNTIFOR L41d!)/U - LJ5 IRIS UWG PKEPARLU hKUM GOMPUILK INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 11-10-4 R-108 U-180 2-10-3 R-408 U-180 L<1-4-0>lE 5-0-12 I 5-0-0 Over 3 Supports- R-295 U-219 W-8" 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD , FL BLDG CODE OTY:6 FL 1 R Scale 375" Ft. WARNING*- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND AI T C L L 20.0 P S FBRACIIIGREFERTOHIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE........' INSTITUTE. 5B3 O'ONOF0.10 DR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMINGC- THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED v %'' T C D L 7. 0 FPSF R E F R 3 5 2-- 75000 DATE 0 1 /2 4 /0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G '; DRW SLTUSR352 03024286ROOFTRUSSDIVISIONIMPORTANT•• 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 N0. 42704 BC DL 10.0 PSF 2722 SOUTH APOPKA ElLm BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS STATE OFQ3f ' BC LL 0.0 PSF SLT-ENG WMRAPOPKA. FL 32703 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN A, SEON 39109 407-299-1522 SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTN A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO vA% Pf t`I 7,''..A'..•' TOT.LD. 37.0 PSFFAx: 407.2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t s/pNA1.E OURR F A C 1 5 FROM FDRAWINGSIGOA-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPOIIE HT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 2 J CERTIFICATE OF AUTHORIZATION 09218 ANSPOTPNTIFOR99 ANSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AU9 08 '03 SPACING 24.0" JREF 1RZP352_Z06 L'L185/C - LJ3 INIS UWG PKtYAKtU hKUM LUMPUILK INPUI (LUAUS 5 UIM M IUNS) SUBMI M U BY IKUSS MI-K. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 107 U-180 1-10-3 R-03 U=180 1<1-4-0,1 . 3-0-12--' 3.0-0 Over 3 Supports R-234 U=196 W=8" 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD , FL BLDG CODE 0TY:6 FL 1 R Scale 375" Ft. WARNING •• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND A_ T C L L 20.0 P S F R E F R 3 5 2-- 7500 1BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBl D'ONOFRIO OR., SUITE 200. NADISON. WI 5J719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCT10N S. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED w ZIN •'•, T C D L 7.0 P S F DATE 0 1 / 2 4 0 3 SMYTH LUMBER CO. STRUCTURAL PA14ELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. to DRW SLTUSR352 03024287 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 ir0. 42%04 71 BC DL 10.0 PSF SLT- ENG WMR 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WI IN TPI: OR FABR ICA7ING. HANDLING. SHIPPING. 1115TALlING AND S STATE OF BC LL 0.0 PSF APOPMA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMA6ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S E 0 N 39111 407-299-1522 CONNECTORS ARE MADE OF 20GA AST A65) GRID GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 fy,• ti, O R,O V TOT L D. 37.0 P S F FA%: 407-299-91 53 EACH FACE OF TRUSS. A11D UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DUR. FAC. 1 FROM F DRAWINGS160A-2. THE SEAL ON THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENG114EERING Y u PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 25 CERi FICATE OF AU`MORRAT1ON#921 EI COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AUg 08 '03 SPACING 24.0" JREF 1RZP352_Z06 179SEPARTIPARTICULAR 441OD/L - L.J1 IMIJ UWU rKtrAKLU rKUrl LUMFUItK INFUI (LUAUS 6 UIMtN-IUMJ) JUUMIIItU MT IKUJJ MTK. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 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 BCOL-5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6(- 2X4 (Al) L<1 4-0 1-0-12 1-0-0 Oveer_3 Supports i 0 t4l U=1804FR180 R-247 U-280 W-8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD , FL BLDG CODE OTY:6 FL 1 R Scale 375" Ft. WARNING— TRUSSES REQUIRE EXTREME CAPE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 75002 BRACIIIG. REFER TO HIB-91 (NANDLIIIG INSTALLING AND BRACING). PUBLISHED EY TPI (TRUSS PLATE INSTITUTE. 583 0'ONOFR10 DR.. SUITE 2Do. MADI SON, W1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTI014S. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SIFT•. r• T C D L 7.0 P S F DATE 0 1 2 4 0 3 S MYTH LUMBER CO. V STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING t N0. 44%O4 ROOF TRUSS DIVISION PIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ACTORALPINE ENGINEERED PRODUCTS. IIIC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 y 7tTBC DL 10.0 PSF DRW SLTUSR352 03024288 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND i STATE OF t SBC L L 0.0 P S F S L T - E N G / W M R APOPKA. FL 32703 BRACING Of TRUSSES. THIS DESIGII CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN By SPECIFICATIONPUBLISHEDBYTHE AMERICAN FOREST AND PAPER. ASSOCIATION) AND TPI ALPINE QS,4OR,OQ;• SEON 39115 407- 2991522 CONNECTORS ARE MADE OF ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 37.0 PSF FAX: 407-2939153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONVECTORS PER S•••NALE DUR. FAC. 1.25 FROM SF DRAWINGS160AI -THE SEAL ON THIS DRAWING INDICATES ACCEPTAIICE OF PP.OFESSIONAL ENGIIIEERIIIG PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGII SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE Or AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 08 '03 1 ANSI/TPI 1.1995 SECTION 2. • •, SPACING 24.0"•• JREF 1RZP352_ZO6 ASCE 7-98: 120 MPH WIND SPEED, 80' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 "L" BRACE . 2) 2X4 "L" BRACE •• 1) 2X6 -L• BRACE • 2) 2X6 "L' BRACE •• GROUP A GROUP B GROUP A GROUP B CROUP A CROUP 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" HF 1 I l8' w O STANDARD . 3' 3" 4' 2' 4' 2' 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 7" 11' e" 11' e" 1 3' 9" 5' ll" 6' 4" 7' 0" 7' 6" B. 4" e' 11" l0' 11" 11' 10" IT 1" 14' 0" P 2 3' 8" 5' ll" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" IT 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" IT 1" 13' 9" d N DFLI 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" T 8- 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" r- E- S P F 1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" 3 1 3' 10" 6' 0" 6' 0" 1 7' 11" 7' 11" 9' 6" 9 6' 12' 3" 1 12' 3" 14' 0" 1 14' 0" H F STUD 3' 10" 5' 11" 5' i1" 7' 10" 7' 10" 9' 6" 9' 6 12' 3" 12' 3" 14' 0" 14' 0" w O STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" J# l 4' 3" 6' 9" 7' 3" 8' 0" 8' 7- 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" s p N2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 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' S 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" I 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" Q S P F 3 4' 2" 6' 11" 6' 11- 8' 9" 8' 9" 10' 6" 10' 6" 13 10' 13' 10" 14' 0" 14' 0" HF STUD 4' 2" 6' I1" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" O 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" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" t s P 2 4' 7" 7' 5" 80" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" D F L STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13 10" 14' 0" 14' 0" 14 0" STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8' 0" 10' 6" 10' 9" 12' 5- 12' 5" 14' 0" 14' 0" SYYY (• ABOUT, G 2X4 R2N OR BETTER DIAGONAL BRACE OPTION. TF T VERTICAL LENGTH MAY BE 18" # I DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT L- L DIAGONAL BRACE FOR E70# BRACE AT EACH END. 11AX WEB TOTAL LENGTH IS 14'. 2X4 SP OR DF-L 02. nV ORBETTERDIAGONALVERTICAL LENGTH SHOWN BRACE; SINGLE OR l8 # IN TABLE ABOVE. DOUBLE CUT L 1 1 AS SHOWN) AT UPPER END. II oNT1NU0US E CONNECT DIAGONAL AT MIDPOINT OF VERTICAL WEB. 1 IIIJREFER TO CHART ABOVE FOR BRACING GROUP SPECIES AND GRADES: GROUP A - SPRUCE -PINE - FIR HEY -FIR 1 2 STANDARD 12 1 STUD 1 3STUD # 3 ISIMNDARD DOUGLAS FIR - LARCH SOUTHERN PINE 3 3 STUD SPUD STANDARD STANDARD CROUP B: REM -FIR 1 k BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 1 i 1 2 GABLE TRUSS DETAIL NOTES: UVE 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 NAILS AT 2• O.C. IN IB• END ZONES AND 4. O.C. BETWEEN ZONES. FOR (2) - L- BRACES: SPACE NAILS AT 3. O.C. IN IB• END ZONES AND E- 0C. BETWEEN ZONES L- BRACING MUST BE A MINIMUM OF 807. OF WEB MEMBER LENGTH. CABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" IX4 OR 2%3 GREATER THAN 4' 0•. BUT LESS THAN IV 6' 2X4 GREATER THAN 11' 6' 2.5X4 II+ REFER TO COMMON TRUSS DESIGN FOR (I I PEAK, SPLICE, AND HEEL PLATES. H k " ' - THIS DRAWING REPLACES DRAWING A10030E VARNING-- TRUSSES REOUIRE EXTREME INSTALLING AND BRACING' REFERTORFABRICATING. HANDLING, HIB 91(HANDLINGINSTALLINGAND BRACING). PUBLISHED REF ASCE7-98-CAB12030 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 1. 74 ;• NO.42704 kDATE 09/10/01 SMYTH LUMBER CO. AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE DRWG A12030EC0901 ROOF TRUSS DIVISION 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, STATE OF ENG 2722 SOTH UAPOPKA BLVD. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH O Ar•OPICA, FL 32703 407- 299,1522 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 4 O^•, •. / p`.• i i `•• TOT. LD. 60 PSF FAX: 407. 299.9153 OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O 1O F •(', j DRAWINGS 160 A-Z. THE SEALON THISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALVSZ7ZssONALEIIONALENGIERING ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN, THE' SUITABILITY AND USE O< THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE kk` A//l t 4AX. SPACING 24.0" CERTIFICATEFFSTRESPONSIBILITY OF THE BUILDING DESIGNER, PERANSI/TPI 1-1995 SECTION 2. hl,(..a.._lak! k `, GABLE DETAIL sYM. ABOUT FOR LET -IN VERTICALS RIGID SHEATHING GABLE VERTICAL PLATE SIZES Q 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: JL__ 2* 2X4 4 r2X VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP' THAN 4' 0" IX4 OR 2X3 2XB GREATER THAN 4' 0', BUT LESS THAN 11' 6' 2X4 2XB GREATER THAN 11' 6' 2.SX, 2 5XB PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS. IOd COMMON TOENAILS AT 4' O.C. PLUS (4) IBd COMMON TOENAILS IN TOP AND B077011 CHORD. GUN DRIVEN NAILS - 0.131" % 3': TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 CABLE DETAIL DRAWINGS A11015EN0899, A10015EN0899, A09015EN0699, A08015EN0699, A07015EN0699 A11030EN0899. A10030EN0899, A09030EN0899, A08030EN0899. A07030EN0899 ASCE 7-98 CABLE DETAIL DRAWINGS A13015EC0901, A12015EC0901. A11015EC0901, A10015EC0901, A08515EC0901 A13030EC0801, A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0901 SBCCI CABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699, 509015EN0699, 508015EN0699, 507015EN0899 S11030EN0899. 510030EN0699, 509030EN0699, S08030EN0899. 507030EN0899 SEE APPROPRIATE ALPINE CABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. zxs ^r' REINFORCING MEMBER zx, 'T- REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L' TO "f' REINFORCING MEMBERS. MULTIPLY "T' FACTOR BY LENGTH (BASED ON CABLE 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" BRACE11 WIND SPEED AND MRH f' REINF. MBR. SIZE SBCCI ASCE 110 MPH IS FT 2x4 10 7. 10 7. 2x6 40 7. 50 7. 110 MPH 30 FT 2x4 10 7. 10 7. 2x6 50 7. 50 7. 100 MPH IS FT 2x4 10 7. IO 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7. l0 7. 2x8 40 7. 40 7. 90 MPH IS FT 2x4 20 7. 30 7. 2x8 20 7. 40 7. 90 MPH 30 FT 2z4 10 7. 10 7. 2x8 30 R 50 R BO MPH IS FT 2x4 10 7. 20 R 2x8 10 7. 30 7. 80 MPH 30 FT 2x4 20 7. 10 9. 2z8 20 7. 40 R 70 MPH IS Fr 2z4 0 7. 20 7. 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7. 20 7. 2x6 10 9. 30 7. EXAMPLE: ASCE WIND SPEED 100 MPH MEAN ROOF HEIGHT = 30 FT CABLE VERTICAL = 24' O.C. SP /3 F' REINFORCING MEMBER SIZE = 2X4 F' BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 "L' BRACE LENGTH 6' 7' MAXIMUM 'I'" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7' 7' 3- PLACES DRAWINGS GA898117 876,719 k HC26294035 YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING aND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED jr' \r••„••••••. '/ REF LET -IN VERT BY iPl (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FORl."1 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY 4 fV;'FIC[` •, 1 tJ DATE 10/24/01 S MYTH LUMBER C O. ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. TPRODUCTSSHINC. y DRWG GBLLETIN1001 ROOF TRUSS DIVISION COPY SHAL FNOTIBE RESPDNSDIBLEEFDR ANY DEVIATION FROM iHl$LPINE ENGlNEERED1( AtO42704ENG DLJ/KAR 27225ou1APOPKABLvo. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN c 1`, * APOPI( A, FL 32703 CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 2911522 AHERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTN A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY STATE 0 F TOT. LD. 60 PSF FAx: 407.2999153 CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A•• ANY PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATIONA9210!SUITABILITY DRAWINGS 160 A-Z. THE SEAL ON THIS GRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY DF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i ( P`•• jO4oOOR•1,.w r. 4j .......... SPACING .24.0" VALLEY TOP CHORD 2X4 SP y2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(') OR 2X4 SP y2N OR SPF #I/#Z 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 ll, 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 .I— IY2X4 W2X4 w2X4 8-0-0 MAX— 12 12 MAX. Y4X WIX3 WIX3 WIX3 16-0-0 12 12 MAX. 4X4 WIX3 HWIX3 WIX3 W5X4/SPL 6-0-0 WIX3 MAX SPACING) W2X4 WIX3 6-0-0 MAX SPACING) W2X4 WIX3 TRUSS DETAIL UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "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 PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. THIS DRAWING REPLACES DRAWING A105Q •/ YARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED.":•f.V• G V TC LL 30 30 40PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE INSTITUTE. 583 TONOFRIO DR., SUITE 200, MADISON. WI. 53719) FOR \ SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, DL 20 15 7 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND 70TTOM CHORD SHALESMYTHLUMBERCC). HAVE A PROPERLY ATTACHED RIGID CEILING. ni0.4 2 7 0 4 •: 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 iD 10 10 PSF DRWG VALTRUSS0699 ENG b1LH/KAR2722SOUTHAPOPKA6LVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, 11C LL 0 0 0 PSFHANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH' APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED THE STATE OF 55BY 407.299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA% Q OT. LD. 60 57 PSF ASTH A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FA)t: 407.299.9153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 0 o'O _` R •'_:, DUR.FAC.1.25/I.a31.15115PROFESSIONALENGINEERING •ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE TFOR ANY PARTICULARAUTHORIunOMX921ElSUITABPAR BUILD THEANDOUSEHOFTHISBUILDING v( G_N`(v \\ O•••••••``' CERTIFICATE OF RESPONSIBILITY DESIGNER. PI SECTION 2. SPACING 24 CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS il'-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. 3) 16d BOX NAILS, 3) 16d BOX 2) 16d BOX NAILS, TOE -NAILED THRU TOE -NAILED 2) 16d BOX NAILS, NAILS, TOE -NAILED CRIPPLE INTO RIDGE BOARD TOE -NAILED 3) 16d BOX NAILS D) (A) 3) 16d BOX NAILS D) ( A) B) RATED C) SHEATHING C) 4'0" TYP. ( B) 3) 16d BOX GIRDER JI III K/ NAILS, TOE -NAILED 16d BOX NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES 2) RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING t[111i111iltlillryp THIS DRAWING REPLACES DRAWING V105-CONV WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACNG), PUBLISHED HY 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 F C •q•••, Ql ...• C LL 30 i DL 20 30 15 40 PSF 7 PSF REF CONV. VALLEY DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING BC )L 10 10 10 PSF DRWG VALCONVF0699 ROOF TRUSS DIVISION PORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ENG MLH/KAR272250UTT(APOPKA6LVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING. No. 42704 0 0 0 PSF APOPKA. FL 32703 HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE FOREST PAPER TOT.-LD. 60 57 PSF55407-299.1522 FAx: 407.299.9153 ' AMERICAN AND ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST M A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S STATE OF C.1.25/1.33 1.151.15PROFESSIONALENGINEERING CERTIFICATE OF AUTHORRATION•921 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. S 00 •. Q '.. A i i /OLD_`.' t n m I'D CING SEE ABOVE TOP CHORD 2X4 #2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 N3 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. 10 LOCATION IS SP B ACC w u u a 19Ca 4' 12 MAX Amg i 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 807. LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 o o a 0 0 0 0 o O o 00 o o o oaoo 8 1/4" ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. yi,T41'.II i1 lyjRi, {PING REPLACES DRAWINGS 634,016 834,017 k 847,045 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. AJa `• N/ MAX LOADING REF PIGGYBACK 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 Z ` ••n• ? IF' C,q •'•• /p 4 s 55 PSF AT DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. 1.33 DUR. FAG. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS• DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, 1 2 R ;' NO.42704 : c_ 50 PSF AT DRWG PIGBACKBO699 ENC DLJ/KARHANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED 9.25 DUR. FAG. APOPKA, FL 32703 BY THE 407.299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF B 47 PSF ATFAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A • STATE OF DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 1.15 DUR. FAG. PROFESSIONAL ENGINEERING CERTIFICATEOFAUT/IORIZATIONN921 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. i w••. 0,.•• R tO ` FACING 24.0" 4 ENN. P-1§ 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 B 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 MAX+ 3X8 43X12 TRUL IX18" MAX 42X8 LOX WEDGE 2) 8D NAILS CUT TO FITE 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'ONOFRID 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 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 Sour" APOPMA BLVo. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING. APOPKA. FL 32703 HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-299.9153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING JENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUr)(ORRATION M921 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;ui;11Uuf1U//A DRAWING REPLACES DRAWINGS A115 A115/R k 884.132 TC LL - PSF REF BC FILLER CIFIC;q•. DL - PSF DATE 06/25/99 G' rF•••. B DL 10.0 PSF DRWG BCFILLER0699 No. 42704 CLL - PSF -ENG DLJ/KAR TO'$ LD. - PSF o :• STATE OF V. FAC. 1.0/1.15/1.25/1.33 ACING 24.0" STEPDOWN CORNER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR #1 N 2-00-00 2-09-15 1 #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 1S 350# UPLIFT IS 200# 2' TYI 7' 5' CORNER SET SETBACK 3' 7' 0" 0 1' 4 2 HIP OR COMMON TRUSS I 1 HIP TRUSS lt oilMi- 1111111111111 1' 3• 5" 7' 1 2' TYP. 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 .4 (3) 16d TOENAILS J5 ** J7 ** 3.00 12 * 212 12 W2X4 TO TO 6.00 * 4.24 ALTERNATE LOADING W2x4 W2X5 , i W3X4 TCLL 20 PSF OR SIMPSON TCDL 20 MAX PSF BCDL 10 PSF TOT.LD. 50 MAX PSF I 1 3' 5' 7'*** 9-10-13 OVER 2 SUPPORTS 3 DUR.FAC. 1.25 R=463#. W=3.50- R=652#. W=3.50- END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES a l•"" up DRAWING HCL1795029 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,e. INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING)• PUBLISHED ? A • H/ C LL 30 MAX PSF REF 7' STBK CS BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR ? Y •G SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, •T' A\IF C•Q••'• DL 15 MAX PSF DATE 06 25 99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL ` •• • T(v / / SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. .•cJ (` •. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE BC'L 10 PSF DRWG CS7SBK3A0699 ROOF TR USS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOuTH APOPKA EILvO. DES GNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, i * ! NO. 42704 It IL 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 407-2991522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA 3 OT= LD. 55 MAX PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE 0 FFAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A • a PROFESSIONAL ENGINEERING SUITABENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i : FAC 1.3 3 CERT(FICATEOFAUTHORRATION N9216 RESPONISIBILITYLITY A DOFSTHE- BUILDING DESIGNER. OF THIS COMPONENT OPERNANSIPARTICULAR1- 995USECTIONILDING I 2 THE 0_.! r) Q 10P,.•: • ACING SEE ABOVE IONAI CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 I-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE OR L-BRACE SCAB T-BRACE L-BRACE pp/p,', THIS DRAWING REPLACES DRAWING 579.640 VARNIN611 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 O TIFIC • F TC LL PSF REF CLB SUBST. DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL q;.•. Q V DL PSF S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. Ba DL PSFIMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR DRWG BRCLBSUB0699 ANY DEVIATION FROM THIS OESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, ANO. 42704C=LL PSF ENG MLH/KAR2722SOUTHAPOPKABLVD. AND ITH_ SHIPPING. AFLNOS NG OF TSPE MBYVTHENATIONALINGAPOPKA.FL 32703 APPLICABLE PROVISIONS OHANDLING, DESIGN IFICATIONIPUBLISHEDGN FOREST TO'g LD. PSF407.299.1522 AMERICAN AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER yQ •; STATE 0 F FAC. DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE i •• SUIT A B ILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THECERTIFICATEOFAUTHORIZATION492'j(••.OR pp:•'ACING 7(` j j(••. RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i ZONAL I-LUUK bAbLt) THIN UNU HHtNAKtU VKUM LUMF'UItH INPUI (LUAU) IS UIM M IU") JUBMIIILU BY IHUJb MFH. 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 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 1: ALL TRUSS LUMBER TO BE SP #3. 2: ATTACH TOP OF RIBBON BLOCK WITH 2-IOD GUN NAILS. 3: DIAGONAL WEBS TRUSS SPAN < or = TO 12' 12' < TRUSS SPAN < or = TO 20' 20' < TRUSS SPAN < or = TO 30' 30' < TRUSS SPAN 4: 16" OC VERTICALS, TYPICAL. NO DIAGONALS ONE DIAGONAL TWO DIAGONALS THREE DIAGONALS ONE EACH END AND CENTER) 5. FLOOR GABLE DESIGN TAKES INTO ACCOUNT COMPOSITE ACTION FROM A 2X4 WALL BOTTOM PLATE, 3/4' FLOOR DECKING AND RATED SHEATHING APPLIED TO OUTSIDE FACE. WALL BOTTOM PLATE, FLOOR DECKING, SHEATHING AND ALL CONNECTIONS TO TRUSS TOP CHORD TO BE DESIGNED BY OTHERS. W=W2.5X4 VAR I 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. Continuous Support n I, II II IIIIILu.. Note: All Plates Are W2X4 Except As Shown. `\.``\pO M. RgN/ PLT TYP. Wave TPI-95 R Design Criteria: TPI STD . . ., FL - 1 R - Scale =.375" Ft. WARNING TRUSSES REOUIRC CITREMC CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING 4N0 (`% L L 4 0.O P S F R E F R 3 5 2-- 1 5 3 7 2GRACING. ;EFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE G •(C'•• INS 1ITUlE. SB7 D'ONOFRIO OR .. SUITE 200. MADISON. YI S7119), FOR SAFETY PRACTICES PRIOR TO "' _ D L 10.0 P S F DATE 0 7 / 1 5 / 0 2PC:FORMING THESE FUNCTIONS. UNIESi OTH ERYISE INDICATED. TO CHORD SHALLHA YC PRO CR LY ATTACHED ; N o . 4 2 7 0 4 SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHAH HAVE A PROPERTY AfTACHEO RIGID CEILING ROOF TRUSS DIVISION "IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED = ; BF DL 5.0 PSF DRW SLTUSR352 02196003 PRODUCTS• INC. SNALL NOf BC RESPONSIB LC FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOLTlH APOPKA BLvD. BUILD THE TRUSSES IN COWFORMANE[ PITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND = STATE OF L L 0.0 P S F S L T - E N G / WM R APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN COIIF OR MS YIiH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407- 299.1522 SPECIFICATION UBLISHED BY THE AMER IC AH FOREST AND PAPER'A SSOCIATION) AND TPI. ALPINE .' CON NECfORS ARE MADE OF TOGA ASIM A657 6R AO GAL/, SICCL. ETCEPT AS NOTED. AP lY CONNECTORS TO '•• T . L D . 55.0 P S F S E 0 N - 1 1 1 8 4 FAx: 407-299.91 53 EACH FACE OF TRUSS, AND UNLESS OTHERY ISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O •'"`N DRAWINGS 161 A•C. IN SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL CNGINCCRING 4 / •••..•0 F; PROFESSIONAL ENGINEERING F • \ b U R. F A C. 1 . 0 0 FROM CERTIFICATE OF AUTNORVATION #9218 ANSI/TP LIB IF 0995NSCCTI SECTIONILA: EBUILDIOGOISOTHCTR[SPONSIB RESPONSIBILITYOF THE BUILDING BIDE DESIGNER. NOUSEPCp THIS ,,/" , ,"`````` JREF - 1RU8352 Z17 S/pNA E SYSTEM 42 PLY TO PLY CONNECTION DETAILS FIGURE 1. WEB TRULOX PLATE CONNECTION WEB TRULOX PLATE CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND/OR CONCENTRATED LOADS AT RANDOM OR O.C. SPACINGS TRULOX PLATE APPLIED TO BOTH FACES AT LOCATION OF CONCENTRATED LOADS OR N OR SNEARMIDSPANFORTRUSSES WITH ONLY UNIFORM LOAD. 4X6 TRULOX FOR P = 2900# MAX. 6X6 TRULOX FOR P = 4400# MAX. 3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES. ATTACH WITH (S) 8D COMMON (0131" x 2 1/2") NAILS IN EACH VERT)CAL WEB. CHORD TRULOX PLATE CONNECTION CHORD TRULOX PLATES CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND CONCENTRATED LOADS SPACED AT 24" O.C. OR LESS. 2) 3X8 TRULOX PLATES TO BE BENT AND APPLIED AS SHOWN. PLATES TO BE POSITIONED APPROXIMATELY 1/4" APART SPACED AT 2' 6" MAXIMUM 0 C. BETWEEN PAIRS. FOR DOUBLE STACKED CHORDS USE (2) 3X10 TRULOX PLATES. SYSTEM 42 CONNECTION NOTES: N" k "C" ARE THE REQUIRED NUMBER OF 0.120" X 1375" 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. 0125" X 3" GUN NAILS MAY BE USED IN PLACE OF IOd 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. FIGURE 5: SINGLE SHEAR BLOCK CONNECTION AT CONCENTRATED LOAD 2X6 OR 2X8 93 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) lOd COMMON 0.148" x 3") NAILS. STACKED CHORD OPTIONAL TIE PLATE ON E CONNECTION NARROW FACE OR 10d COMMON 0148" x 3") NAIL IN WIDE FACE. CROSS S-ECT-IION DETAIL 3' 1 I CROSS SECTION DETAIL P 3 7" LONG BLOCK SIZE MAX LOAD P 1) 2x6 1500y 1) 2x8 2000Q 2) 2x6 3000# 2) 2x8 35000 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 ATTO35" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION BY 4". SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O.C. FIGURE 4: CHORD TRULOX PLATE CONNECTION CONCENTRATED LOAD MUST BE APPLIED TO THIS FACE. NAIL PLATE IS TO BE APPLIED TO THE INSIDE FACE OF THE TRUSS 5.5" SUPPORTING THE CONCENTRATED LOAD PRIOR TO CONNECTING THE PLIES TOGETHER. BEND NAIL PLATE OVER THE TOP CHORD OF THE SECOND PLY AND NAIL AS SPECIFIEI 6X1B TRULOX PLATE BENT AS SHOWN. 2X6 OR 2XB y3 OR BETTER SHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) 10d COMMON (0.148" x 3") NAILS I / PLACES DRAWINGS 1.070.978 798517 T620,124 & T615.489 VARNING-• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED V LL PSF IFIC,q •.•F REF SY42 CONNECTION BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, V1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PRDPERLY ATTACHED STRUCTURAL PANELS AND BOi TOM CHORD SHALL PS y GAG T ••• l,DL PSF DATE 06/25/99 S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. S ' • ROOF TRUSS DIVISION IMPORTANT.• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS B L PSF N0.42704 C DRWG CNSY42PLO699 ENG MLH/KAR272250tm(APOPKABLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH BCC PSF APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE PSF 40407.29 AMERASTMICAN653 GR OTAND GALV.PSTEELAPER AEXCEPTTION) AND AsNOTED?PAPPLYINE CONCTORS CONNECTORS OECH ACE OOF r DGAQ STATE OFU. 92 FAX: 407.2939153TRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FAG. 1.00 PROFESSIONAL ENGINEERING CERTIFICATE OFAurT+ORIlAnON M9216 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 I-1995 SECTION 2. P••,' A ••, •• O 1Or__ i nw •OR • _`.\ ACING 1._