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Home My WebLink About202 Venetian Bay Cir 04-433 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER YKUYtK1-Y ADDRESS PHONE NUMBER Morrison Homes 151 Southhall Ln #200 Maitland, FL 32751 407-257-6940 CRC 041929 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # 44!0 DATE ``q40aff PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE 35Z3 a t7 C ra cn En I CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 202 VENETIAN BAY CIR for which permit 04-00000433 has heretofore been issued on 11/25/03 has been completed according to plans and specifications filed in the office of the Building Official prime to the issuance of said building C_" permit, to wit as " AA t#110 complies with all the building, plumbing, electrical subzoningad division 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 o ZONING: Inspected UTILITIES: Water Lines In 44 5-o OL III 1 Meter Set Reclaimed Water ENGINEERING: Drainage L-L 1 >5 Maintenance Bond PUBLIC WORKS: Street Name Signs 4 • Z-o Storm Sewer Street Work 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 a91 DATE AMOUNT 12/16/03 11/25/03 1/06/04 12/09/03 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: 4 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 202 VENETIAN BAY CIR for which permit 04-00000433 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 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 11/25/03 91.93 11/25/03 17.61 11/25/03 847.00 11/25/03 17.62 11/25/03 1384.00 11/25/03 650.00 11/25/03 1700.00 Co A, Ll1 a lv OWNER BUILDING OFFICIAL / IbVE W/O CERTIFCATE OF OCCUPANCY 6-''_ REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: 04/01/04 PERMIT #. 04-433 ` ADDRESS: 202 VENETIAN BAY VENETIAN BAY CONTRACTOR: PHONE #: CENTEX 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 ublic Works 4 Utilities Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECIIqj SINGLE FAMILY RESIDENCE**—"* DATE: 04/01/04 lu PERMIT #: 04-433 o a ' 3 '^ 4 o ADDRESS: 202 VENETIAN BAY u o e VENETIAN BAY a c a c a u O E -T 'r a 11 CONTRACTOR: CENTEX _ a. a N W W .r fJ Zi PHONE #: KEVIN 407-832-5990 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire N/A Public Works Zoning N/A hlities Licensing N/A AA vlV_' CONDITIONS: (TWMPhF&qT Y IF APPROVAL IS CONDITIONAL) Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) April 9, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 35 Venetian Bay , 202 Venetian Bay Circle 1 33 To Whom It May Concern, The finished floor elevation of the structure located at: 202 Venetian Bay Circle, Sanford, Florida 32771 Legal Description: Lot 35, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates Inc. 0. 0.0 Darae L. Przemieniecki , Prm 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 202 Venetian Bay Circle CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 35 "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): W - ##' - ##.##' or ###.## ) ® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REMSED DATE B8. FLOOD ZONE(S) Zone AD, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, ARIAH, 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 ®No o a) Top of bottom floor (including basement or enclosure) o b) Top of next higher floor o c) Bottom of lowest horizontal structural member (V zones only) o d) Attached garage (top of slab) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) o f) Lowest adjacent (finished) grade (LAG) o g) Highest adjacent (finished) grade (HAG) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) 17, 4 ft.(m) NNA. ft.(m) 00 17. 1 ft.(m) E 1 m I 16.8 ft.(m) AC Service E 16.7 ft.(m) Z . O 16.8 ft m) Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION_ This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by line 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 Z1P CODE 769 Dofuk I as Avenue - Altamonte Springs FL 32714 RETU C , A i OM /1/ X.(-A.— 4-9-04 407-7888.8W8 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 I 202 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/oompany, 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 (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordnance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAAssued 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 Z1P 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 FEMA4ssued or oommunitywissued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. M, DATE PERMrr ISSUED OF G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (induding basement) of the building is: _ _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DA COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions CERTIFCATE :OF .00CUPANCY • REQ UEST FOR -FINAL INSPECT_ ION. . SINGLE'FAMILY RESIDENCE****' DATE: ; 04/01/04' PERMIT #: 04431 ADDRESS:. 202 VENETIAN BAY " VENETIAN BAY CONTRACTOR: CENTEX PHONE #: KEVIN 407=832-5990: The building division has; prepared a .Certificate of Occupancy for the, above, location -and is requesting final inspection by your department.. -After your inspection, `please sign off -and date -the C. O. `or submit addendum if it has been denied or approved.with condifiofis:. Your 'proinpt attention will be appreciated. 0 Engineering E p:""'` 0 Fire , N/A KotnQr .. ublic Works 4' = -2 Q OZoning N/A Utilities Oticensing. N/A CONDITIONS:' (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) ' Wji1:,fy 0:- 1;!JV0.1-1101 i. i "'."11. .:,-, . !/!j 1/? 3. - JI J, it:' AWRP, q IM - 110110 PmVji )OW Miol 04 Mun VA"q 0 "Mi ly Wir 0 a nX.A(A 1. W PLO! 0 1 m Uw. 13 LA 01 W. hom" 13N , MY?'; :4. M 1 U f I on C, YKi A Q b U V 10Y M! 4:12 Ad WOHYj 16"Mbl: YP 1111'1.:1 Mpnk 115) 10: L 11 y V M 112 1 YA. V A": I UAW Q I At U 0, Q ARV,I All VW WTI; W A 1 AY&V W cc r y ph P r11 If? Me !.:I*,:-: c". Yly '1ToA70 YC0VIy! W ;1 WkooC, to 2 D*.W;,, 11,!,:,0:.:!":1. (12"MA MOM V MCI MG M Vo a...:.... Q. 0 Yf V 1LAPT Q1 W1 I ?I kruM :20%; 111 7: 1c 7 WAV nsly Y. Tf IVY! WkWMA!" 9: W&OWN V', cAnYWOM ANY MAMV., LOTY. flk" W, (0 W Poll HY VA's XPAMMUMITY RTUT.: 10 M", 17ASTA SFFW;:,,, (00j) 600 7470, Y !: R i,;-:!) !,:J:'J:.,J) ! :. I '! .. ,; .1 it".. SvcYTIS 0 Q CW. U.11 i M; k1M YA 44. V W Etc 13=0 1W LAI A M 0 0 04 A M W 1 : MLY 1IMPMAS PPMW?M:.. :: Attach Proof of Ownership & Legal Description) Permit N :_ Job Address: 09- Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: I A'l 3 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — N of AMPS /570 Addition/Alteration Change of Service Temporary Pole V" Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: N of Fixtures N of Water & Sewer Lines N of Gas Lines Plumbing/New Residential: N of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential / Commercial Industrial Total Square Footage: 3!3 • Construction Type: N of Stories: —21-- N of Dwelling Units:Flood Zone: (FEMA form required for other than X) Parcel p: Owners Name & Address: Phone & Fatt: O d UVIL 141CII)EK40 W_ on act er Phone;MWf)o(J / o / V Bonding Company: /UA ! Address: /i1/Q Mortgage Lender: VANUB V nn Address: NA t i 11 Architect/Engineer: NAIA1G / ! Phone: 107 Address: dJfJA1Ze 04*_Dr d11/ 66A, AddMi n r" Application is hereby made to obtain a permit to do the ' end instal ti issuance of a permit and that all work will be performed rstandacd$. permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, AIR CONDITIONERS, etc. i ate th t no work or jpl tallation has commenced prior to the s re Ia n t ction in this juYisdiction. !understand that a separate POOLS, -FURNACES, BOILEkSj HEATERS, TANKS, and OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional perms required from other governmental entities such as water management districtsystate agencies, or federal agencies. ppceptance of pep j j1 CIJ h a N o Signature Print Owt z C EEiE Y W Signature of Notary -State of Florida the owner f t property of the requirements 0 to Sig nature I//0 J Print Con oy .W Owner/Agent is v Personally Known to Me or Produced ID " A wz / gent A sTEiva s Name XI Signature of Notary -State of Florida Contractor/Agent is Personally Known to Me or Produced ID 4JA APPLICATION APPROVED BY: Bldg:k [ (` _f Zoning Initial & Date) ( Initial & Date) Special Conditions: Utilities: F D: Initial & Date) ( Initial & Date) Permit Number: CH — q Prepared By Daphne Clark and 151 South Hall Lane. Suite 200 Return To: Maitland FL 32751-7172 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. MARYANNE MORSE, CLERK OF CIRCUIT COURT SRINIILE COUNTY BK 05088 PG 1333 CLERKIS # 2003199090 RECORDED 11/05/2083 01:06310 PH RECORDING FEES 6.00 RECORDED BY L McKinley CERTIFIED COPY, MARYANNE MORSE OLERK OF CIRCUIT COURII nU NFIARIDA t! NOV 5 The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of property: Lot Number Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 84-88, of the public records of Seminole County, Florida. Street Address 0402 ( VENETIAN BAY). 2. General description of improvements : New single family residence 3. Owner information : Name Morrison Homes Address 151 South Hall Lane. Tel Number 407) 629-0077 Fax Number 407) 629-5282 4. Fee Simple Title Holder: N.A. 5. Contractor: Name Maria Lisa Steiner Address 151 South Hall Lane. Tel Number 407) 629-0077 Fax Number 407) 629-5282: 6. Surety : N.A. 7. Lender: N.A. Suite 200 Maitland FL 32751-7172 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( I)(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(I)(b), Florida Statutes. N.A. 10. Expiratio date of notice of commencement : One year from the date of recur in . Date Signed 1 0 Signature of Owner' s Agent, Maria Lisa Steiner: Sworn to and subscr' ore me this by Maria Lisa Steiner, who is personally known to me. D. A CLERK ME-- * * My COMMISSION 0 DD 214811 Jam, EXPIRES: June 27, 2007 Signature of Notary: Notary Seal: OFFI` Bon4eriThroBucofNot, ryServices LIMITED POWER OF ATTORNEY DATE: I HEREBY NAME AND APPOINT: DANK)e UHV, FKED HOW/qoTAV TOTES EACH AN AGENT OF: MORRISON HOME TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER : SUBDIVISION: ADDRESS: 2,e2- AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARIA LISA STEINER AME OF CONT TOR SIGNATURE F 'C'TOR.) STATE CERT. # CR-CO41929 CONTRACTOR' S STATE REGISTRATION NUMBER) The foregoing instrument 73- S7-.0knowledged before me this DATE: f / BY: MARIA LISA STEINER Who is personally known to me and did not take an oath. STATE OF FLORIDA s COUNTY OF ORANGE. SIGNATURE OF NOTARY: NOTARY SEAL. LIANA EMIRO MY COMMISSION @ DO 237775 a EXPIRES: August 3, 2007 iy Balled Tl'R No ry PubYo , 200rhers Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 90°00'17" 25.00' 39.27 C 2 19*28*16' 75.00' 25.49 C 3 16*16*27' 75.00' 21.30 C 4 90100'00" 50.00' 78.54 LINE BEARING DISTANCE L I S 89°59'43"W 45.50' L 2 N 54°15'00"E 49.10' SETBACKSMax Coverage - 62 %G Front 25' Rear 20' SITE DATA Side 5 ' Corner IF I WERVIOUS 50. FT. - 34% Mninx n Lot Width 60LOT S0. FT. IMPERVIOUS AREA - 3.773 SO. FT. Note: Bearings shown hereon are referenced to the CIL of as being N 89°5943 E. Vertical datum a based on NGVD per Engineering construction plans by Ned H ill e r Engineering, hc. Job Number . 2001. CITY OF SANFORD LEGAL DESCRPTION: Lot 35. - V E N E T I A N BA Y according to the plat thereof as recorded in Plat Book . of pages - of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon fes within Flood Zone occordng to the Flood hsurance Rote Mop Community Panel Number 120289 0035E. Doled 04117195. City of Sanford. Comnuvty Number 120294) N 89° 59'43-E IREFERENCED BEARING P.C. P. Ga ` CIL 50 ' R/ W) TRACT PR 1 VATE ROADWAY General Notes: 1. This is a BOUNDARY Survey performed in the field on Proposed 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerial encroachments, If any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference In elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of - way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. 0 Denotes X" Iron rod with yellow plastic cap marked LB4937 or LS3182, or Iron rod with red plastic cap marked -Witness Corner, unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument Certification: Not valid wlfhout tho signaturo and the original ralsod soal of a Florida licensed Surveyor an Mapper survey meets the repulrem s o Florida Minfmum Technical SIan s es contained In tar e1 7-e F/onda Adminlstretiv Code. Darae L. Prremlenleckl, P. S. M. Reg/stud Surveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Su eyor and Mapper No. 6092 Herx 6 Associates Inc., State of Fiarlda LB 4937 25.00' 35.36' N 45'00'08"W 12.87' 25.37' S 26°00'52-E 10.73' 21.23' N 08°08'30'W 50.00' 70.71' S 45°00'17"E NARCISSUS AVE. PLANS REVIEWED 11TY OF SANFORD Legend Temporary Benchmark O/3 Offset assumed datum) O R.B. Official Records Book BOW Back of sidewalk PB Plat Book CA Centerline PC Point of Curvature a Central or (Delta) Angle PCC. Point of Compound Curvature CALC Calculated P.C.P. Permanent Control Pant CB Chord Bearing PG. Page CD Chord P•R M. Permanent Reference Monument C. M. Concrete Monument PIL Property Line EL or ELEV Elevation P.O.B. Point of Beginning FINAL EL. Elevation (Measured) P.O.C. Point of Commencement FD. Found PI. Point of Intersection Fin Fl Elev. Finished Floor Elevation PRC. Point of Reverse Curvature I.P. Iron Ape PT Point of Tangency I R. Iron Rod R Radius L Arc Length RAO Radial Line LB Licensed Business RES. Residence LS Lend Surveyor R/W Right -of -Way Mae Measured TBM Temporary Benchmark N/D( NdD) Nail and Disk TYP. Typical N.R. Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawing) Sketch of Legal Description This is not D Survey Drown by: CM Checked by: DP Prepored For: MORRISON Job Number: 02-017-02 Scala . 1'- 30' Plot plan performed: 06-26-03 Foundation Surrey: Finol Surrey: Revisions . Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping CURVE DELTA ANGLE C 1 90°00'17' C 2 19*28'15' C 3 16°16'27- C 4 90'00'00" LINE BEARING L 1 S 89°59'43'W L 2 N 54° 15'00-E Map of Survey RADIUS ARC TANGENT 25.00' 39.27' 25.00' 75.00' 25.49' 12.87' 75.00' 21.30' 10.73' 50.00' 78.54' 50.00' DISTANCE 45.50' 49.10' TaarT r, SETBACKS: Max Coveroge - 62 X. Front 25' Rear 20' SITE DATA Side 5 ' Corner IS' 1 M ERVIOUS SO. FT. - 34% Mnimtm Lot Width 60' LOT S0. FT. IMPERVIOUS AREA -3773 SO. FT. Note: Bearings shown hereon are referenced to the C/L of as berg N 89°59'43 E. Vertical dolun is based on NGVD per Engineering construction plans by Ned H i I I e r Ernganeermg. hc. LOT 34 Job Nunber .2001. CITY OF SANFORD LEGAL DESCRPTION Lot 35. - V E N E T I A N BA Y according to the plat thereof as recorded vn Plaf Book . of popes - of the Pubic Records of Seminole County. Florida FLOOD HAZARD DATA: The Parcel shown hereon 6es within Flood Zone occordng to the Flood hsu-ance Rate Map Community Panel Nunber 120289 0035E.Dated 04/17/95. City of Sonford Community Number 120294) 12 nN N 890 59'43-E REFERENCED BEARING ° P.C.P. ... G2 2 CIL 50 ' R/W) TRACT -F C3PRIVATEROADWAY P.C.P. 25.00 General Notes: I 1. This is a BOUNDARY Survey performed in the held on Proposed 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface aerial encroachments, If any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shover only to depict the proposed or actual difference In elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon Is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes %" iron rod with yellow, plastic cap marked LB4937 or LS3182, or iron rod will) red plastic cap marked 'Witness Corner. unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument CHORD CHORD BEARING 35.36' N 45°00'08"W 25.37' S 26"00'52'E 21.23' N 08°08'30"W 70.71' S 45'00'17-E NARCISSUS AVE. 10 ' ADDITIONAL RIGHT OF WAY LI G LOT 35 \ A" GRADING co 11.051 SO. FT. u, O O 15.2 7.: zo m cov.PcH. jj.';:`` I 15. W LU — 40.0' CUMBERLAND 2823 Ck: a B ELEVATION O a W/ 4' GARGAGE EXT. O o SINGLE FAMILY a J0RESIDENCE2FIN. FL. ELEV.: o O 17.3 0 O 44'D O 1.0' 40'W Z 15.2 20.0' 20.0' 15.E _ N 89059'43-E LOT 36 78.43, PLANS REVIEWED CITY OF SANF©PI) Legend Temporary Benchmark O/S Offset assumed datum) O.R S. Official Records Book BOW Beck of sidewalk Pe Plat Book C/L Centedme PC Point of Curvature A Central or (Delta) Angle PCC. Point of Compound Curvature CALC Calculated P.C.P. Permanent Control Point CB Chord Bearing co'Chore P.R.M. Permanent Reference Monument C. M. Concrete Monument P/L Property Una EL or ELEV Elevation P.O.B. Point of Beginningeg9 FINAL EL. Elevation (Measured) P.O C. Point of Commencement FD. Found P.1. Point of Intersection Fin.Fl. Elev. 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 LS Licensed Business RES. Residence LS. Land Surveyor RAV Rphtof-Way Mee Measured TBM Temporary Benchmark NID(N&D) Nail and Disk TYP. Typical N.R. Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawing) Certification: Not valid without the signature and the original ra/sod seal of a Florida licensedTCAVMUM' por survey meets theFlorida Minimum Technical Drawn b y : CM Stan s es Containe-6 Florida Adminlstrativ Code. Checked b y : OP Prepared For: MORRISON Sketch of Legol Description Job Number: 02.017-02 This is not o Survey Scot* : 1-- 30' William A. Herx, P.L.S. Flutde Regisle d Lend Surveyor No. 3182 P 1 o I 1 o n p * r f o r n * d : 06 - 26 - 03 Daree L. Prxemlenieckl, P.S.M. Rapist d Surveyor and Mapper No. 0030 F o u n do t ion S u r v e y: William R. Herx, P.S.M. Registered Su eyor and Mapper No. 6092 Final Survey: Herx 6 Associates Inc., Slate of Florida L8 4937 Revisions i CITY OF SANIF'ORD PERMIT APPLICATION Permit # .14 Job Address: Description a Historic Distr Y.I•j''13'T•''.'•5']X• Foo,"mi! Wl-, Iva n a 1— v+v Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI• . Electrical: New Service — # of 9pr1PS Addition/Alteration Change of Service Tempo tary Pole Mechanlcat,! Residential Non -Residential Replacement New (Duct Layout & 13nergy Ca14_ Required.) n_... Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial f' Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for (.tfrr.r than X) Parcel N: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: r,, MATIMt_ k Am nnwn Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: ArchitecUEngineer: Address:' _ Aatr License ?Number!omat MUM Phone: Fax: '- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior io theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work w construction and zoning. WARNING TO OWNER' YOUR FAILURE TO RECORD A NOTICE OF TWICE FOR DAPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FiNAT ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. / NOTICE: In addition to the requirements of this permit, there may be additional this county, and there may be additional permits required from other governmen Acceptance of permit is verification that I mill notify the owner of the Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary•Siate of Florida O-ner/Agent is _ Personal1% <no%n to Me or Produced ID APPLICATION APPROVED UY: Bldg: Initial & Date) speciar Conditions: Date in compliance with all applicahle law! rCNtdating ICEMENT MAY RESULT M YoI'>r? ISULT \}(ITH YOUR LENDER OR A)4 this pr ertyi(hat may be found in J public records of genre dtstricus, state agen nt (r cart al agencies. Law, FS L AKature of Contactor/Agent Date l Obmac+ n _/to (SS Print_ Contractor Agent,(am w II / I+^/It,W,u/ Signature of of Florida Date C ontractor/Act-.::C1":rnai;\'Kno%vn to Me or Produce.` J Zoning. La Initial & Date) (Initial at Irrlia I &pat; s:%y' •. MIRINDA C. TURNER 6 1! nnn nr, u 1 o 00 of EXPIRES: June i4, 2007 Baidod Thru Notary Puuz undiinmers Permit # : U u — -( 33 Job Address: 202 Venetian E CITY OF SANFORD PERMIT APPLICATION Date: Circle Description of Work: — Zoning: Value of Work: ItstonC Dtstnct. Plumbing Fire Sprinkler/Alarm Pool Permit Type: Building Electrical X Mechanical 200 Additioct/Altetation Change of Service Temporary Pole ._ Electrical: New Service — # of AMPS 2 pact Layout &Energy Call— Required) Mechanical: Residential Non -Residential Replacement New ( Y Plumbing/ New Commercial: it of Fixtures # of Water & Sewer Lines # of Gas Lines. Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Construction Type: Attach Proof of Ownership & Legal Description) Parcel #: Owners Name & Address: Phone: Inc 104 W. Cedar Ave Oran P ('iry F1. 32Z63 Contractor Name & Address. Pat r s Electric, EC 0001542 State License Number: Phone&Fa: 386 775-7776/386-775- 9994 Contact Person: Jay Smith Pbone:386-775-7776 Bonding Company. Address: Mortgage Lender: Address: Phone: Architect/Engineer: Fa:: Address: Application is hereby made to obtain a permit to do the work and installations as indicated• I certify that no work or installation has commenced prior to thedardsfallawsgconstructioninthisjurisdiction. I issuance must be secured foraELECTRICAL WORK, PLUMBING, tS NS,oWELILS, POOLS,nFUN FURNACES, BOILERS, HEATERS, TANKSaandt a separate 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 CEOFCOMMENCEMENTAYRESULTINYOURPAYINGRETORECORDconstruction FOR IMPROVEMENTS TO YOUR G TO PROPERTY. IF YOER: YOURDUINTENDTOOBTAINFNANCNG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of thiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 wi11 notify the owner of the property of the rcquirem of Florida Lien Law, FS 71 Date Signature of Con o gent Date Signature of Owner/Agent 4ntt= ractor/ Agent'ame Print Owner/Agent's Name of otary-State of Florida ,WV 1 11c e fer AW.&,er Date i SignatureofNotary -Start of Florida + p MY CorttmltultM DD2721109 wr' Expins Docember 07 20W Owner/ Agcot is _ personally _ Known to Me or Contractor/ Agent is Personally Known to Me or ProducedlD Produced ID Utilities: FD: APPLICATION APPROVED BY: Bldg: (initial & Date Zoning. ( initial & Date) (initial & Date) (Initial & Date) Special Conditions: JC3 a v (, c- CONNECT I ON NOTES: ALL MASONRY TO TRUSS CONNECTORS TO BE SIMPSON NO. META 16 (UNLESS NOTED OTHERWISE) ALL FRAME TO TRUSS GONNEGTORS TO BE SIMPSON NO. LTS 16 (UNLESS NOTED OTHERWISE) ALL TRUSS TO TRUSS GONNEGTORS TO BE PROVIDED BY TRUSS MANUFAGTURER UNLESS NOTED OTHERWISE) INSTALL ALL ABOVE ANCHORS IN ACCORDANCE W/ MANUFACTERERS SPECIFICATIONS 2823 CUMBERLAND V.B. LOT #35 MONTA CONSULTING & DESIGN. INC. CERT. OF AUTHORIZATION NO. 6531 p `/ 2AL WESTTE NTESPRINGS. NGNE. SUITE 14 ii 9 ALTAMONTE SPRINGS, FL 17 RODERT M. MONTA. P.E. PHONE (107) 681-1917 FLORIDA REG. No. 33709 9' 4" THEN KNEE WALL TO 13'4" PL,HT. R11 i BEAM "B" I TT M @ 9' 4" PL, HT! R10 1) META-16 HTS-20 TRUSS TO STUDS, HTT-16 STUDS TO TIE BEAM W/ 5/8" ALL THREAD. DRILL & EPDXY W/ SIMPS N SET EPDXY MIN, 5" EMBED, PR VIDE S LID BL CKING @ FLOOR SYSTEM. 20 HTS-20 LVL TO COL,, HTT-16 COL, TO BLOCK W/ 5/8" ALL THREAD, DRILL & EPDXY W/ SIMPS N SET EPDXY MIN 7 3/16" EMBED, 2823 CUMBERLAND V.B. LOT #35 lyl"fm6Lm' NSACONSULTING DESIGN. 6531 J W 7 7- 2004 237 WESIMONTE DRIVE, SUITE 210 ALTAMONTE SPRINGS, FL 32714 ROfiERT N. NONU P.E. 407) 681-1917 FLORIDA REG. No. 33709 112 " GYP. BOARD 3/4" FLOOR SHEATHING tie" J-BOLT W/SIMPSON LFLOOR TRUSS LBP5'/2 WASHER 32" O.C. 31/4" HOLD MAX.(MIN. 4" EMBED.) 2)0d NAILS TOE AILaEA. TRUSS SILL PLATE 2 " GYP. BOARD ° 1/Iro" O.S.B. SHEATHING 2X4 STUDS'@I(o" O.G. 2X4 BOTTOM PLATE Sd NAILSaro" O.G. FLOOR SHEATHING TO ( RIBBON OR RIM BOARD ) i4) I/od NAILS C RIBBON OR RIM BOARD ) TO EACH TRUSS Sd NAILS 3" O.G. WALL SHEATH. TO EACH TRUSS Sd NAIL503" O.G. WALL SHEATHING TO 2X4 FRAMING 2X4 FRAMING W/ 2 - Imd CEMENT COATED NAILS PT Ix NAILER FROM EACH 2X4 TO AS REQ'D. EACH FLOOR TRUSS 2Xro PT SILL PLT. S" GNU WALL s- 2 STORY WALL Dz CONNECTION READ CANTILEVER 2823 CUMBERLAND V.B. LOT #35 Af"M6imw I/ 2 II_11-011 C D Mato 04- MDNTA CONSULTING k DESIGN. INC. j CERT. OF AUTHORIZATION NO. 6531 `Wv 237 WESTMONTE DRNE. SUITE 210 ALTAMONTE SPRINGS. FL 32714 ROBERT N. NONTA P.E. PHONE (407) 6BI-1917 FLORIDA REG. No. 33709 10-03-203 9:04AM FROM P. 2 CITY OF SANFORD PERMrr APPLICATION Permit q :-ib Job Address: Description of Work: Historic District: Zoning: Value of Work: Permit type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Setvioe — # of AMPS Addition/Alocration Change of Service Temporary Polc Mechanical: Residential Non -Residential Replacement New (Duct Layout dt. Energy Calc, Requirod) Plumbing/ Ncw Commercial: Al of Fixtures q of Water & Sewer Lines N of Gas Lines PlumbinVNe w Residential: 0of Watcr s _ Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial industrial Total Square Footage: Con truclion Type: 0 of Stories: — # of Dwelling Units: Flood Zone: (FEMA form required for other than 7t:) Parcel u: OwrLc0 Nume & Natno & Address: Phone & Fax:- Bunding Company: Address: - „ Mortgage Lender: Address. Architect/Utegiueer: Contact Attach Proof of Ownership & LA9%I Description) Phone: License umber: Phone: Address; Fax;: cF.XJj Application is hereby made to obtain a permit to do the work and installations as indicated. l terrify that no work or imtallation his commenced prior to the issuance of o permit and that all work will be performed to moot standards of all laws regulating construction in this jurisdiction. 1 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 applicahlc laws mrulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YUOR 1r/'.YINV TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOKE KHCORDING YOUR NOTICE OF COMMENCRMF•.NT. N-OTIC6: In uddition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. and there may be additional permits required from other governmental entities such as water management districts, state agencies, or fcdcrdl agencies. Acceptance of permit is verifieuion that 1 will notify the owner of the property of the requirements of Flori ten Law. FS 71 S. G. -1:01f2'y^'3 Signature of Owner/Agent Date Signature of p ctor/Agent Date Print OwnerlAgent's Name Signature of Notary -State of Flonda Owner/Agent is _ Personally Known to Me or, Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions:., Date Print Contractor/ is Name y01 tgna ure of Notary -Ste orida nio o Stepp MyCo mmission DD111278 pContractor/ AgentiersoRAfljKnpihwSMeorr01, 2008 Produced ID Zoning: Utilities: FD: Initial & Date) ( Initial & Data) (Initial & Date) t FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Ze 823 / Builder: Morrison Address: 2 (.. Permitting Office: City, State: Permit Number: Owner: foomllu if cw Jurisdiction Number: Climate Zone: Central I . New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 59.0 03tu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (W) 2823 ftc. N/A 7. Glass area & type a. Clear - single pane 337.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' a. Electric Heat Pump Cap: 60.0 kl3tu/hr _ c. Tint/other SHGC - single pane 0.0 ft' - I-ISPF: 8.00 - d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0. 162.0(p) ft _ c. N/A b. Raised Wood. Adjacent R=11.0, 436.0ft' - 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. 947.0 ft' - I?F: 0.86 - b. Frame. Wood, Exterior R=11.0. 1289.0 ft' _ b. N/A c. Frame. Wood. Adjacent R=11.0. 261.0 ft' _ d. N/A c. Conservation credits c. N/A HR-Heat recovery. Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30 0. 1680.0 & _ 15. HVAC credits P•r, b. N/A CF-Cciling fan. CV -Cross ventilation. c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat - a. Sup: Unc. Ret: Unc. Ali: Interior Sup. R=6.0. 1.0 ft - MZ-C-Multizone cooling. b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 33886 PASSTotalbasepoints: 38721 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY - DATE: ;-t,2 •L I hereby certify that this building, signed, is in compliance with the Florida ode. OWNER/AGENT: DATE: 1 r- FnernvGauae® (Ve Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: rsion: FLRCSB v3.2) OF RE Sri a _ v I r+ ,f~ CITY OF SAWORD i , FORM 60OA-2001 4 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BSPM = Points Overhang18 Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2823.0 26.78 13099.8 Single, Clear E 4.0 11.5 7.0 59.31 0.84 349.6 Single, Clear E 1.3 7.0 36.0 59.31 0.96 2043.6 Single, Clear S 1.3 16.0 22.0 44.66 0.99 974.7 Single, Clear W 1.3 18.5 48.0 53.47 1.00 2557.1 Single, Clear W 1.3 16.0 32.0 53.47 1.00 1703.8 Single, Clear N 1.3 16.0 22.0 27.96 0.99 612.0 Single, Clear E 1.3 5.0 75.0 59.31 0.90 4015.9 Single, Clear S 1.3 3.5 9.0 44.66 0.76 307.0 Single, Clear S 1.3 6.0 16.0 44.66 0.90 641.0 Single, Clear S 1.3 5.0 16.0 44.66 0.85 606.9 Single, Clear N 1.3 3.5 8.0 27.96 0.88 197.6 Single, Clear W 1.3 5.0 16.0 53.47 0.90 771 3 Single, Clear W 1.3 6.0 30.0 53.47 0.94 1501.5 As -Built Total: 337.0 16282.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 261.0 0.70 182.7 Concrete, Int Insul, Exterior 4.2 947.0 1.16 1098.5 Exterior 2236.0 1.90 4248.4 Frame, Wood, Exterior 11.0 1289.0 1 90 2449.1 Frame, Wood, Adjacent 11.0 261.0 0.70 182.7 Base Total: 2497.0 4431.1 As -Built Total: 2497.0 3730.3 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 124.8 As -Built Total: 38.0 139.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1680.0 2.13 3578.4 Under Attic 30.0 1680.0 2.13 X 1.00 3578.4 Base Total: 1680.0 3578.4 As -Built Total: 1680.0 3678.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 162.0(p) 31.8 5151.6 Slab -On -Grade Edge Insulation 0.0 162.0(p 31.90 5167.8 Raised 436.0 3.43 1495.5 Raised Wood, Adjacent 11.0 436.0 1.80 784.8 Base Total: 6647.1 1 As -Built Total: 698.0 4383.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB Q.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 2823.0 14.31 40397.1 2823.0 14.31 40397.1 Summer Base Points: 54984.2 Summer As -Built Points: 59744.1 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 54984.2 0.4266 23456.3 59744.1 59744.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 18145.2 18145.2 EnergyGaugelll DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2823.0 6.86 2977.7 Single, Clear E 4.0 11.5 7.0 9.96 1.03 72.0 Single, Clear E 1.3 7.0 36.0 9.96 1.01 362.6 Single, Clear S 1.3 16.0 22.0 7.73 1.00 169.4 Single, Clear W 1.3 18.5 48.0 10.74 1.00 515.4 Single, Clear W 1.3 16.0 32.0 10.74 1.00 343.6 Single, Clear N 1.3 16.0 22.0 12.32 1.00 270.8 Single, Clear E 1.3 5.0 75.0 9.96 1.02 762.5 Single, Clear S 1.3 3.5 9.0 7.73 1.16 80.8 Single, Clear S 1 3 6.0 16.0 7.73 1.03 127.8 Single, Clear S 1.3 5.0 16.0 7.73 1.06 131.3 Single, Clear N 1.3 3.5 8.0 12.32 1.00 98.1 Single, Clear W 1.3 5.0 16.0 10.74 1.01 174.1 Single, Clear W 1.3 6.0 30.0 10.74 1.01 324.7 As -Built Total: 337.0 3433.2 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 261.0 1.80 469.8 Concrete, Int Insul, Exterior 4.2 947.0 3.26 3087.2 Exterior 2236.0 2.00 4472.0 Frame, Wood, Exterior 11.0 1289.0 2.00 2578.0 Frame, Wood, Adjacent 11.0 261.0 1.80 469.8 Base Total: 2497.0 4941.8 As -Built Total: 2497.0 6135.0 DOOR TYPES Area X BWPM Points Type1 Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 208.2 CEILING TYPESArea X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1680.0 0.64 1075.2 Under Attic 30.0 1680.0 0.64 X 1.00 1075.2 Base Total: 1680.0 1076.2 As -Built Total: 1680.0 1076.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 162.0(p) 1.9 307.8 Slab -On -Grade Edge Insulation 0.0 162.0(p 2.50 405.0 Raised 436.0 0.20 87.2 Raised Wood, Adjacent 11.0 436.0 1.80 784.8 Base Total: 395.0 1 As -Built Total: 698.0 1189.8 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeG/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT INFILTRATION Area X BWPM Points Area X WPM Points 2823.0 -0.28 790.4 2823.0 0.28 790.4 Winter Base Points: 7983.3 Winter As -Built Points: 11251.0 Total Winter X Points System = Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 7983.3 0.6274 5008.7 11251.0 11251.0 1.000 1.00 1.078 x 1.160 x 0.92) 0.427 1.150 0.427 0.950 0.950 5245.9 5245.9 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 262363 1.00 10494.5 As -Built Total: 10494.6 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 23456 5009 10256 38721 18145 5246 10495 33886 PASS WE 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: 1 1 , cn_94 InICn T0ATIn1URFnIICTInIU CnMPI IANCE CHECKLIST PERMIT #: SECTION REQUIREMENTS FOR EACH PRACTICE CHECK COMPONENTSExterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. _ Floors 606.1.ABC.1.2.2 Penetrations/openings >1 /8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate, attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi - story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavi 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. rr. r1!'f r(+/nlnrlvr 1111CAQ11MC0 /..,.....a 1... __* .. vrnnrinrl by o11 rncirinnraa tt vr- r. _v_.. .ram.. . ........... REQUIREMENTS CHECK COMPONENTSSECTIONWater Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built-in heat trap equired. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610 Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. I . New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 59.0 klitu/hr - 3. Number of units, if multi -family 1 SEER: 12 00 - 4. Number of Bedrooms 4 b. N/A 5. is this a worst case? Yes 6. Conditioned floor area (ft2) 2823 ft2 c. N/A 7. Glass area & type a. Clear - single pane 337.0 ft' 13. Heating systems b. Clear - double pane 0.0 112 a. Electric Heat Pump Cap: 60.0 kl3tu/hr - c. 'rint/other SHGC - single pane 0.0 112 i ISPF: 8.00 - d. Tint/other SHGC - double pane 0.0 112 b. N/A 8. Floor types a. Slab -On -Grade Edge insulation R=0.0, 162.0(p) ft c. N/A b. Raised Wood, Adjacent R=1 1.0, 436.0112 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, 947.0 ft' EF: 0.86 - b. Frame. Wood, Exterior R=11.0. 1289.0 fl2 b. N/A c. Framc, Wood. Adjacent R=1 1.0. 261.0 ft' d. N/A c. Conservation credits c. N/A HR-Heat recovery. Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1680.0 ft2 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: Interior. Sup. R=6.0, 1.0 ft RB-Attic radiant barrier. b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) Sr.4 in this home before final inspection. Otherwise, a new EPL Display Card will be completed OF'CHE o based on installed Code compliant features. Builder Signature: Date: T - a° l c01) Address of New Home: City/FL Zip: WV NO'!'E: The home's estimated energy performance score is only available through the FUIRF_S computer program. This is not a Building Energy Rating. If your .score is 80 or greater (or 86 for a US EPA/DOE EnergvStnr"' designation), your home inav qualifv for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energv Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web .site at vvwm,.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) CHECKWL3 12001 RIGHT- J LOAD AND EQUIPMENT SUMMARY 1 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2823 7/31/01 109 COMMERCE STREET, LAKE MARY, FL 32748.6206 Phone: (407) 831-2665 Project• • For: MORRISON HOMES Notes: CUMBERLAND Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Outside db Inside db Design TD 38 0 70 OF 32 OF Heating Summary Building heat loss 41551 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 41551 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area ( ft2) 2823 2823 Volume ( ft3) 24396 24396 Air changes/hour 0.7 285 0. 4 163 Equiv. AVF (cfm) Heating Equipment Summary Make TRANE Trade Efficiency 0.0 HSPF Heating input 0 Btuh Heating output 0 Btuh Heating temp rise 0 OF Actual heating fan 1600 cfm Heating air flow factor 0.039 cfm/Btuh Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TgD 18 OF Relative Rumidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 32074 Btuh Ventilation 1980 Btuh Design temperature swing 3.0 OF Use mfg; data n Rate/ swing multiplier 0.98 Total sens. equip. load 33373 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2949 Btuh Infiltration 4806 Btuh Total latent equip. load 9135 Btuh Total equipment load 42508 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 0. 0 EER 32900 Btuh 14100 Btuh 47000 Btuh 1600 cfm 0. 050 cfm/Btuh 79 Bold/ Italic values have been manually ovenldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. t wrjgHtsoft Right -Suite ResidentialT" 5.0.45 RSR26014 2001-Jul-31 10:52:09 ACCK E:tFilesMonison\CUMBERLAND\2823.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2823 7/31101 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.7 ach x 24396 ft3 x 0.0167 = 285 cfm 2. Winter infiltration load 1.1 x285 cfm x 32 OF Winter TD = 10039 Btuh 3. Winter infiltration HTM 10039 Btuh / 368 ft2 Total window = 27.3 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 24396 ft3 x 0.0167 = 163 cfm 2. Summer infiltration load 1.1 x163 cfm x 18 OF Summer TD = 3227 Btuh 3. Summer infiltration HTM 3227 Btuh / 368 ft2 Total window = 8.8 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain r 0.68 x43 gr/lb moist.diff. x 163 cfm = 4806 Btuh 71 Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 100 cfm vent. x 18 OF Summer TD = 1980 Btuh Sensible load for structure (Line 19) + 32074 Btuh Sum of ventilation and structure loads = 34054 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensble = 33373 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 100 cfm vent. x 43 gr/lb moist.diff. = 2949 Btuh , Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 4806 Btuh Equipment sizing load - latent = 9135 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold/)talic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Vrjghitsoft Right-Sulte ResidenlialT" 5.0.45 RSR26014 2001-Jul-31 10:52:09 CA E:tF11eslmomson%CUMBERLAND12823.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Job:2823 7/31/01 MANUAL J: 7th Ed. 1 Name of room Entire House LIVING/FOY DINING LNDRY 2 Length of exposed wall 309.0 ft 41.0 ft • . 22.0 ft 9.0 ft Room dimensions 20.0 x 12.0 ft 20.0 x 12.0 ft 9.0 x 13.0 ft 43 Ceiings Condit. Option 8.6 ftheat/cool d 9.4 ft heat/cool 9.4 ftheat/cool 9.4 ft heat/cool TYPE OF HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE ICS NO. HtgClg ft2) Htg Clg 1 (ft2) Htg I CIg ft') Htg Clg ft2) Htg I Clg 5 Gross a 14B 4.6 2.1 1199 340 110 85 Exposed b 13C 3.2 1.2 280 70 110 0 walls and c 12C 2.9 1.9 1272 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 37.0 288 10637 43 1582 25 924 0 0 glass doors b 8C 37.0 41 1515 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 1 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 79 1616 0 0 20 408 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling ENV 55.3 243 13433 43 2553 0 0 0 0 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30. 4 7 207 0 0 5 152 0 0 Horz 0. 0 0 0 0 0 0 0 0 0 8 Other doors a 101 14.7 9.9 39 574 388 20 294 199 0 0 0 0 0 0 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0. 01 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1012 4664 2084 277 1277 571 85 392 175 85 390 174 exposed b 13C 3.2 1.2 280 882 328 70 221 82 110 347 129 0 0 0 walls and c 12C 2.9 1.9 1110 3197 2158 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 16C 1.1 1.4 1529 1615 2119 0 0 0 0 0 0 0 0 0 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 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 2 25.9 0.0 150 3888 0 41 1063 0 22 570 0 9 233 0 Note: room b 19 1.1 0.0 671 762 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 27.3 8.8 368 10039 3227 63 1714 551 25 682 219 0 0 0 13 Subtotal loss=6+8..+11+12 37773 6151 2915 623 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10° 3777 100 615 100 291 62 15 Total loss = 13+14 41551 6766 3206 10° 685 16 Int. gains: People @ 300 6 1800 0 0 1 300 0 0 1 0 600 Appl. @12002180000017Subtot RSH gain=7+8..+12+16 29158 3955 1383 774 Less external cooling 0 0 00 Less transfer00018 Duct gain y 10° 2916 10° 396 4351 10° 1. 00 138 1521 10° 1. 00 77 852 19 TotalRSHgain=07+18)'PLF 1.00 32074 1.00 20 Air required (cfm) 1600 16001 2611217 1231 76 1 26 42 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr g soi C Right -Suite ResldenllalT 5.0.45 RSR26014 2001-Jul-31 10:52:09 ACCK E: 1Files\rnorrison%CUMBERLAND12823.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2823 7/31/01 109 COMMERCE STREEY, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room KITCHEN NOOK FAMILY GAME ROOM 2 Length of exposed- wall 26.0 ft 16.0 ft 36.0 ft 33.0 ft1ftRoomdimensions14.0 x 14.0 ft 10.0 x 16.0 ft 19.0 x 18.0 ft 14.0 x 21.0 43 Ceiings Condit. Option 9.4 ftheat/cool 9.4 ft heat/cool 9.4 ft heaUcool 8.0 ft heat/cool TYPE OF HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE ICS NO. Htg Clg ft2) Htg Clg ft2) Htg I Clg ft2) Htg Clg ft2) . Htg I Clg 5 Gross a 148 4.6 2.1 244 100 320 0 Exposed b 13C 3.2 1.2 0 60 40 0 walls and c 12 2.9 1.9 0 0 0 264 partitions d 0.0 0.0 0 0 0 0 0 e f0. 0 0. 0 0.0 0. 0 0 0 0 0 0 0 0 6 Windows and a 1C 37.0 0 0 0 0 58 2144 30 1109 glass doors b 8C 37.0 0 0 41 1515 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 1 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 22 449 0 0 glass doors Cooling NE/ NW ENV 0. 0 55. 3 0 0 0 0 0 41 0 2230 0 36 0 1958 0 30 0 1632 SE/ SW 0.0 0 0 0 0 0 0 0 0 South 30.4 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0- 0 0 0 0 0 8 Other doors a 101 14.7 9.9 0 0 0 19 280 189 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 244 1126 503 59 272 121 262 1207 540 0 0 0 exposed b 13C 3.2 1.2 0 0 0 60 189 70 40 126 47 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 234 674 455 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 16C 1.1 1.4 0 0 0 0 0 0 0 0 0 294 310 407 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 26 674 0 16 415 0 36 933 0 0 0 0 Note: room b 19C 1.1 0.0 0 0 0 0 0 0 0 0 0 294 334 0 Perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. for slab d a 0. 0 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 27.3 8.8 0 0 01 60 1638 526 58 1583 509 30 819 263 13 Subtotal loss=6+8..+11+12 1800 4308 5993 3246 Less external heating 0 0 0 0 14 Less transfer Duct loss 10° 0 180 10° 0 431 100 0 599 100 0 325 15 Total loss = 13+14 1980 4739 6592 3571 16 Int. gains: People @ 300 0 0 0 0 4 1200 0 0 0 0 0 Appl. @ 1200 1 1200 0 0 0 17 Subtot RSH gain=7+8..+12+16 1703 3137 4702 2758 Less cooling 00 0 externalLess transfer 0 0 0 18 Duct gain 10° 170 10° 314 10° 470 10° 276 19 Total RSH gain=(17+18)'PLF 1.00 1874 1.00 3451 1.00 5173 1.00 3033 20 Air required (cfm) 76 93 1821 172 254 258 137 151 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr' g htSolrC Right -Suite Residential- 5.0.45 RSR26014 2001-Jul-31 10:52:09 ACCA E:tFllesUnorrison\CUMBERLAND12823.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2823 7/31/01 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room MSTR BED MSTR W.I.0 MSTR BATH BED 4 2 Length of exposed wall 34.0 ft 9.0 ft 25.0 ft 12.0 ftjftRoomdimensions18.0 x 18.0 ft 9.0 x 12.0 ft 15.0 x 12.0 ft 12.0 x 15.0 43 Ceiings Condit. Option 8.0 ft i heat/cool 8.0 ft heat/cool 8.0 ft i heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE I NO. Htg CIg ft') Htg I Clg ft') Htg I Clg ft') Htg I Clg ft') Htg I Clg 5 Gross a 14B 4.6 2.1 0 0 0 0 0 0 Exposed walls and b 13 c 12 3.2 2.9 1.2 1.9 0 272 72 200 96 partitions d 0.0 0.0 0 0;; 0 00 0 e f0.0 0.0 0.0 0.0 0 0 0 0 0 6 Windows and a 1C 37.0 30 1109 0 0 36 1331 0 15 0 554 0 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 18 367 0 13 0";; 269 0 glass doors Cooling NE/NW ENV 0.0 55.3 0 30 0 1632 0 0 0 0 0'" 18 979 0 0 SE/SW 0.0 0 0 0 0 0 0 0 0 0 0 2 0 55South Horz 30.4 0.0 0 0 0 01 0 0 0 0 0 0 0 8 Other doors a 10 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 1 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 01 0 0 0 0 0 01 0 c 0.0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 exposed walls and b c 13C 12C 3.2 2.9 1.2 1.9 242 697 470 72 207 140 164 472 319 81 233 157 partitions d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 115C 1.1 1.4 324 342 449 108 114 150 180 190 249 180 190 249 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c d 0.0 0.0 0.0 0.0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.010.0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: room b 19C 1.1 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeter Is displ. c d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab e. 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 12 Infiltration a 27.31 8.8 30 819 2631 0 01 0 36 983 316 15 409 132 13 Subtotal loss=6+8..+11+12 2967 321 2976 1387 0 Less external heating 0 0 0 0 0 14 Less transfer Duct loss 10 0 0 297 100 32 100 298 100 139 15 Total loss = 13+14 3263 354 3273 1526 16 Int. gains: People @ 300 1 300 0 0 0 0 0 0 0 0 0 0 0 17 App. @ 1200 Subtot RSH gain=7+8..+12+16 0 0 3115 0 290 2231 8603 Less external cooling 0 0 0 0 0 0 0 18 19 Less transfer Duct gain Total RSH gain=(17+18)'PLF 10° 1.00 311 3426 100 1.00 29 319 100 1.00 223 2454 10° 1.00 86 949 20 Air required (cfm) 126 171 14 16 126 122 1 591 47 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr gF-tsoft Right -Suite ResidentialT" 5.0.45 RSR26014 2001-Jul-31 10:52:09 ACCA E:1Files4norrison\CUMBERLAND12823.rsr Page 3 RIGHT-J WORKSHEET Entire House v DEL AIR HEATING,AIR CONDITIONING,R Job: 2823 7/31101 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 2 Name of room Length of exposed wall BATH 3 6.0 ft BED 3 27.0 ft BED 2 13.0 ft 3 Room dimensions 6.0 x 11.0 ft 15.0 x 13.0 ft 13.0 x 14.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heaUcool TYPE OF I CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Clg Area Htg ClgEXPOSURENO. Htg Clg ft') Htg I Clg ft') Htg I Clg ft') Htg I 5 Gross a 148 4.6 2.1 0 0 0 0 0Exposed walls and b 13 c 12 3.2 2.9 1.2 1.9 0 48 216 104 partitions d 0.0 0.0 0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 6 Windows and a 1 C 37.0 6 222 30 1109 15 0 554 0 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.«• d e 0.0 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 20.4 6 122 0 0 0 0;" 0 0 0 glass doors Cooling NE/NW E/W 0.0 55.3 0 0 0 0 0 30 1632 15 816 SE/SW 0.0 0 0 0 0" 0 0 0 0 0 0 0 SouthSoh 30.4 0.0 0 0 0 0 0 0 0 8 Other doors a 10 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b c 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 0 0 0 0 exposed walls and b c 13C 12C 3.2 2.9 1.2 1.9 0 42 0 121 0 82 0 186 0 536 362 89 256 173 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.1 1.4 66 70 91 195 206 270 182 192 252 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 0 195 0 222 0 0 0 182 0 207 0 0 Note: room b 19C 1.1 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 Perimeter Is displ. c d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 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 12 Infiltration a 27.3 8.8 6 164 531 30 819 263 151 409 132 13 1 Subtotal loss=6+8,.+11+12 576 2891 1619 0Lessexternalheating00 0 14 Less transfer Duct loss 10 0 58 10° 0 289 100 162 15 Total loss = 13+14 634 3180 1781 16 Int. gains: People @ 0 0 0 0 0 0 0 17 Appl@ 1300 Subtot RSH gain=7+8..+12+16 348 2527 1373 Less cooling 0 0 0 18 external Less transfer Duct gain 10° 0 35 10° 0 253 10° 0 137 19 Total RSH gain=(17+18)'PLF 1.00 383 1.00 2780 1.00 1510 20 Air required (cfm) 24 19 122 139 69 75 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjCjHtso•FC Right -Suite Residential 5.0.45 RSR26014 2001-Jul-31 10:52:09 Page 4 ACA E:1Files4norrison\CUMBERLAND 2823.rsrC RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job:2823 7/31/01 109 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 LIVING/FOY a n e a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 54.4 36.0 0.0 a n e a c n 0 n 1 1 90 1.0 1.0 1.0 6.8 87.4 6.8 0.0 DINING a n S a c n 0 d 1 1 90 1.0 1.0 1.0 5.5 30.4 25.0 20.0 LNDRY KITCHEN NOOK b n w a c n 0 d 1 1 90 1.0 1.0 1.0 6.8 54.4 41.0 0.0 FAMILY a n w a c n 0 d 1 1 90 1.0 1.0 1.0 5.5 54.4 36.0 0.0 a n n a c n 0 d 1 1 90 1.0 1.0 1.0 5.5 20.4 22.0 0.0 GAME ROOM a n e c c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 30.0 0.0 MSTR BED a n w c c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 30.0 0.0 MSTR W.I.0 MSTR BATH a n w c c n 0 d 1 1 90 1.0 1.0 1.0 4.0 54.4 18.0 0.0 a n S c c n 0 d 1 1 90 1.0 1.0 1.0 4.0 30.4 18.0 18.0 BED 4 a n S c c n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 15.0 13.2 wr gl-itsoft Right -Suite Residential*" 50.45 RSR26014 2001-Jul-31 10:52:09 Cck E:tFilesMorrison%CUMBERLANDt2823.rsr Page 1 BATH 3 a n s c c n 0 d 1 1 90 1.0 1.0 1.0 3.0 30.4 6.0 6.0 BED 3 a n e c c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 30.0 0.0 BED 2 a n e c c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 15.0 0.0 0 wrightsoft Right -Suite Residential^' 5.0.45 RSR26014 2001-Jul-31 10:52:09 ACCA E:\FIIes\momson\CUMBERLAND\2823.rsr Page 2 m 4" dryer duct to roof cap 3` Oath duct to roof cap w/fan 060hUt- a minimum, clearance of 4 inches around the air handler per the Slate Energy code. All duct has an r=G insulation v a' to 3' to I V bath duct to roof cap w/fan C. 04amd- i0 fE lE' 9' 7' 4, 4. 4 1 f8xf6 plan platform by bldr 4.0 TON N'/fOKW 0240Y IPN N scale : f/8'= I'0' arance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. I G21:J1 L uti.l d L :LL V'LLY1+J.V' f i 1` V e a i1J^ P MANUFACTURER NAM THERMA oTRU® v sw CRAFT' INsmNO &a siNGLE AND DOUME W/s Wit7UT vD91TFS INSULATED FinawxASs DOOR WITH wow FRAMs. 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR AdAMI-DARE 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 MATERWL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REOUIREMENTS FOR MNMI-DADE COUNTY. 6. MVIMI-DADS APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RE&DEMIAL INSULATED FlBEMUL bb n Common to aU frame conditions t r n I- hberglase (SMC) skin 0.105Is - of Con;tOictil ' min. thk., ide6te Sheet: 0.07 rrun. thk. rith yield strength Fy(min.)=6.000 FP o design; Polyurethone foam core, withl.9 lbs density by t3ASF. The panel skin is co mirmted, from o 0.095' thk. sheetC) The interior co ib is fled rHh 19 fibs. d.* S&V I e foam. The parr) face sheets are fired to the, woad Akf and itsIktcn-and hinge stiles are LVL a LSL The Etch sti, wiKh B 4.113 X 1.4 is the btci reidorcement The lop om bottom ma am of a wood In it* doaNe door appfication the i ache door is fitted with on-= ohmmram astroo of 6060-T6 anor. Forme C0110- Lion: The frame is construded from finger jointed. Pne 565' wide s 1.17' IhieL The heodo is *011 to the side jambs with (3 /8. s 2.5' Head Nqo Screws. The Ikeshotd a to side jambs wlh (2 16ga. 1/2 a.. + 2 b^9.d at 8 e ,.eda The mrd6orns are together in o side6tw a pp6catran using / 2' PFH Waod Screws (6) screws holyet each myQion. The wits uses an Soddk thresd measuring 5.75 s 1.548. SYC_ lip life - 01 size is 27S' wide + 50.19' high sea+cd OF. x 1.75 Phillips Pon Head Saews The frome are sealed with siicwe eouAng ( Dow 795) to a de6te pone) and t0 the glass SdMe Gkdina: SMC Lip Life with the yidd slrmP Fy(mh)= 6,200 poi d: TUC lip Life with Dne yield sirup Fy(minr 4.674 psi - W size is 9.85' wide s 65.65' wide vvanw d w/(16) {8 s 1.75' PhOps Pon Heod Screws the from ere seokd 81h sX, - cau0riq (Dow 795) to sideRe pond ord to fhe g bLval Fkah pared - The sidefile sash foce poufs are nholded to race e Ur insulated pass. Th Is attactled to the side6le foce sheets with silicone glazing compound (Dow 79: TABLE OF CONTENTS ISHEET8DESCRIPTIONDESCRIPTION37. 5- MAX. J Tr OVERAIL D.I>i 36' MAX. PANEL WIDTH U x W 24 5- LO 0 X I . 0 L aNn F fN51NNG UNR 10MAX. OVERALL FRAME WIDTH 36.66. 625' MAX. 15.5" MAX. PANEL WIDTH FRAME WIDTH W/ASTRAGAL 13.9375' MAX. WIDTH J , 24. 5" MAX, D. L. O. oa x O S2 a oh il DOUBLE W/ SIDELE IN515RNG UNR OPTION If W/ SURFACE BOLTS SEE DETAIL ' A" SHT.3 FRAME WIDTH I MODE15 ARE VIEWED INTERIOR 68. 5' MAX. OVERALL WIDTH - L2.4. j5'"-..-FROM LO. I D 74.5- MAX. UVLKALL 36.625' MAX. PANEL WIDTH - -{ rW ASTRAGALIi o / 24. 5' MAX O Lj D. L.O. TYP) yQTJr 0 N DO 1Bl I FINSWINGLINKWOPTION0 W/ SURFACE BOLTS t DESIGN PRESSURE RATING WHERE WATER INFILTRATION REONREMENT IS NOT NEEDED OPTION I W/0UT SURFACE BOLTS 47.0 PSF -47.0 PSF OPTION 11 WITH SURACE BOLTS h WINDJAMBER II ASTRAGAL 70.0 PSF -70.0 PSF 7.125' MAX. D.L.O. WIDTH UP LITE 7.0' MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDEUiES) 15.5' MAX. FRAME WIDTH 13.9375" MAX. WIDTH 7.125' MAX. D.L.O. WIDTH LIP LITE 7.0' MAX. D.LO. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELRES) N O co O 2n8 Lj , to Erowo F- O O 3 Go c d IATAMR, dC 813.6p43831 ordC 11 07 01 satin N. T.S. owl er: WLN oaL er: RW aswwh6 rc_ S-2178 sh T 1 or 9 M 1 I. I z m 1n W W X U niy N= 8 Z YZ 1.68- MIN. _ y PANEL THK ffjj SEE GLAZING DETAILS w SHEET 7) 0 O o EXTERIOR to EXTFRIQ r iNQfRIOR 1 RTICAL CROSSSECTION 2 DOOR PANEL xin Zy th 1.68" MIN. N '^ PANEL THK SEE GLAZING DETAILS SHEET 7) - SEE NOTE 9 SHT.4 V43 = EE NOTE w SHT. 4 x W a ga 49 0 INTERIO Ln ain EXTERtO r fNTERIO 2 SIDELITE PANEL 69 2.14 1I 1 ' ---{ 1.69. L h T n INNG SIDED 31 BOTTOM ROOT 0.09- EXTRUDED VINYL WALL n O co 002 ILcc p2n Uz m O WLV O I: to n w z F n m > U U V Ip —oz1NSYYlYTAMRK 813.684.3831 c 11 07 01 NTS G. err. WLN K. Ft RW C to 5-2178 m 2 or 9 EXTERIOR WERIO zN N V W O V, SOLI O.0 LTBOTTOM (2) BOLTS AT TOP do (2) AT BOTTOM 1 3 O ASTRAGAL OPTION 1) O 0,1thh'. r rJ Kill 1 36 4 • ® 3 SEE NOTE O O CLMULLION Uz NJ 1 06W Lox W 0z U W uiEn 1 .15- MIN. O > EMB. o N O of r25- MAX. SHIM O N O a0 15" MIN. C-SINK EBB tL O 2 O Q LLi Oj043J 1 493 00 eQ a3 W t 0 a O o 36 6Zy y n 7 N cn 3 SEE NOTE 9 SHT.4 34 16 W in pw NH 17 NTERORII I 1 R o pin u < 20 uiw 3 3 A SIDEUTE TO BUCK THE SIDELIIE CROSS SECTION r- OPTION IOiSSt4RFACE v 813.654.WI IE 11 01 E NTS r- .r. WLN K w: RIN S-2178 m 3 or 5 25" MAX. Z SHIM SPACE 38 QD W 13 3 a W EXTERIO 13 o. 6 7 8 1t>g61Q6 17 15' MIN. 1 FFF^^^ C-SINK 4 LATCH JAMB TO BUCK. 1.15' MIN. EMBED. NOTES: 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 IS x 1' PANHEAD SCREW ATTACHING THEASTRAGALTOTHEINACTIVEDOORISASFOLLOWS: FROM THE 70P DOWN 1", 3". 5 18.25", 40.5 59.25, 74.25 ; 76.25' do 78.25". SEE NOTE 13. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) SHT•4 Ie x 2.5" PHILIP FLAT HEAD WOOD SCREW AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) r BOTH SIDE SEE NOTE 5 SHT. 4 8 x 2.5 PHILIP FLAT HEAD WOOD SCREW A _ SIDEUTE IS DIRECT SET INTO THE JAMB WITH (12) IS x 2 0005. THE 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" h 0 0 0 Q 00074.75', THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, v 4' IN FROM THE OUTSIDE CORNERS. FOR A /e x 2' SCREW SECURING THE MULLIONS Y 36Z 6. SPACINGTOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. v 34 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) 33 MORE SPACED AT 117' O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE a SEE NOTE ATTACHING THE HINGE TO THE JAMB 9 THIS SHT A Ie x 2 SCREW. WHEN AND THE SIDEL[rE AT THE MULLION USE A /10 x 1 3/4' SCREW. B. THE INSWING SIDEUTE BOTTOM BOOT WAS SECURED TO THE BOTTOM OF THE SID£LITE SASH WITH (3) I6 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 I- x 0.04' DVA WIRE BRADS AT 2" FROM EACH END A MAX. OF I'; li li .I I r Z= i F m a 2 .15' MIN. r 4 HINGE JAMB TO BUCK, C-SINK 1.15' MIN. EMBED. SHT. 4 SEE NOTE 6 43 I O o Ed 1 1 0, E NOTE T 1fQao 18 HORIZOEAL GROSS rrN O STRIKE JAMB TO SIDELITE 25' MAX. SHIM SPACE SEE NOTE f0 7 SHi. 4 37 FLO A u l eA nl Lu E' N O a0 U-] OLo N OWO O O 3 co f\ Lu a CAW 0oUZ N zz 110Fv Mtn Ucarts. sac 6t3.5p4.383t: 1 7 01 NTS o.c er WLN Oa. or: RW NAME;1r 1K^1 IW (Y 1 E p ww.uc 1 LL++ 5-21762 OF 9 CENTRAL IP' W .J11L A MANUFACTURER NAM SEE DETAIL F( ".'' a ZLj 3 0 co4aO ao a V1 o ao 6- 6 6- ¢ r 3" 6- 6_ 3 6- 3- to m -{ 6 6- I tD 3EE NOTE SHT. U g W 3- 3- 3- 3• - 3- L I la1 ^ O O I- I I I I 13 - TYP. = 13 cc co X co TYP. n - N. . LuTMP' SEE DETAIL v1 — fV CD a 3 SHT. T4 SEE NOTE SEE NOE.F. SHT. 5 SEE DETAIL V) , 01 13 N N 6 SHT. 4 E-. SHT a r a TYP. - CL SEE NOTE - -'n _ OZ 13 _ SEE SHT. 6 SHT. 4 - _ 5N o F TYP. — SEE DETAIL N SEE DETAIL 13 SEE NOTE 1A I -D' "E- SHT. 5 of H" SHT. 5 .D. TYP. 4 SHT. 4 _ 13 - TYP N 3c 1 tl SEE DETAIL "C" -C- TYP. "p- R 48 = to V SHT. 5 - u5151 _ - oZ < TYP.--,, - 51 51 - TYP. .B. I 51 TYP. 1 a 4 TYP. 3" 3' 3- 13• SEE NOTE m I I -I r-I I I I I r T --i F-- 6" 6" --i F- 0 4 SHT. 4 6" 6' --II 6* 3' 3. 3- vn 6" 6- Z 6- SEE DETAIL "H" DRILL THROUGH FOR A m.357- BOLT DEEP SINGLE DOOR DOUBLE DOOR W/SIDELITESS ENOUGH FOR A 2- BOLT THROW a 1 z 7 SuLm 1 1 "CONSULriu o B13.6843831 10 ° 13 0 cm, 11 7 01 ATTACH THE STRIKE scut N.T.S. O O SURFACE BOLT cl PLATE TO THE THRESHOLD D M -VP WLN 10 STRIKE PLATE W/2 /10 x 2 1/2' PFH WOOD SCREWS fDETAIL "E" ETAIL DETAIL:G" SAIL "H" wcr°nreiD F PI ATE ASTRAGAL THROW BOLTS 5 p g M N N s INOJ aU.) SEE DETAI E" SHT. TYR SEE DETAIL "F. 6" 3" 6 61 6" 3 I 13 _ TYR 13 rYP. SEE DETAIL G" SHT. 5 SEE DETAIL. 5 " H" SHE 5 J" 151 i 16s 13 I— SEE NOTE 7YP 3 SHT. 4 SEE DETAIL F" SHT. 5 13 TYR SEE SEE DEI SEE NOTE G" SHT 51 _ 4 SHT. 4 TYR 33' 3" 3. SEE NOTE3 SPIT. 4 n SEE DETAIL E" SHT. 5 TYR 3 -- 1 3 s 6' 6" 3 3 3. 6• 6 3- 51 6" TYR SEE DETAIL "H" SING1 F DOOR W/SIDELM O_ > 1' Q: N p 00 O N O 00 CL OZQ O ` U 1Ld p O W o O O N ui002 O J wa ino zLn O o jJ O Z cr gn O U o SEE NOTE 4 SHT. 4 CIEN ' 613.684.30.71M` SCR NAME- o• ic 11 01 N. T.S. I1/ Cil o.c n: WLN H 1",,,_ Rw S- 2178 or 0.5' GLASS _ BITE SEE NOTE 1 TdPPHSHT, 8 x 1 3 1/4- STEEL INTERCEPT SPACER 9' INctII ATM TEMPERED GLASS SIDELTTE ONLY) 0.5 GLASS _ BITE SEE NOTE 1 THIS SHT. 0 o •o 0 o j8 x 1 3/4- PPH 3/4- STEEL INTERCEPT SPACER Y z? nN 1/8- TEMPEREDEMPERED GLASV 1/4- AIR SPACE 1/8- TEMPERED GLASS 0625' THICK DOW 795 GLAZING COMPOUND Y z H 1/8TEMPERED GLASS V 3/ 4- AIR SPACE 1/ 8' TEMPERED GLASS 0625' THICK DOW 795 GLAZING COMPOUND 0. 5' GLASS BITE .0625 THICK DOW 795 SEE NOTE 1 GLAZING COMPOUND THIS SHT. 1/ 8- TEMPERED 1— GLASS a 0 co o .0 0 3/4- AIR SPACE o 1/ 8- TEMPERED i GLASS a8 x 1 3/4" pp V' 1' IN 3/ 4' STEEL INTERCEPT SPACER 0 U ATM TEMPERED G1455 ra e INc' DETAIL SHOWN W V - CI ASSIC CRAFT' 5MC I tTF FRAME REQUIRED FOR DOOR PANELS) 0625- THICK DOW 795 0. 5' GLASS BITE GLAZING COMPOUND 1/ 8- TEMPERED GLASS 0 0 OO 0 4 % 0 O% 1/2' AIR SPACE O O O 1/8- TEMPERED GLASS SEE NOTE 3 THIS SHT. M n 4" INEM SULATED TPERDA> LNG DETAIL SHOWN W/ 1/2- STEEL INTERCEPT SPACER •riASsic CRAFT' INTEGRAL GLAZ'NG L INSULATED TEMPERED W6 5 rl eZING DETAIL SHOWN L CI SSIC CRAFT- TCM Lf E FRAME SIDELITE ONLY) 1. THE 27.5' x 50.19' DOOR LITE IS SECURED WITH (16) /8 X 1.75' PHIWPS PAN HEAD SCREWS SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 3.0 . 13.75 AND 24.5' FROM THE LEFT SIDE. THE SIDESTILEANCHORSWERELOCATEDAT3.0'. 13.25'. 23.625' 33.875" AND 44.125" FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM UP LITE ARE SECURED WITH 0 6) J8 x 1.75' PHILLIPS PAN HEAD SCREWS SPACED ASFOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END. SIDE STILES FROM THETOPDOWNTOPDOWNAT5.5'. 16.5'. 27.5' 38.375'. 49.375' AND 60.375'. 3. THE SIOELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. SIDEUTE ONLY) UNTO F,® A B••i E MANUFAJAG- r v o> O co OpNOI O O CW, 0 3QCO W ttoo CL E13.684.3631 E 11 7 01 LE. NTS sN: RW S- 2178 mT 7 a 5 4.03 in OCr LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP h--1.077"—j T L sIDFt ITE roP & BOTTOM RAIL FINGER JOINTED PONDEROSA PINE r— 1.47 --{ n QDQD CC BOTTOM RAIL OWOODCOMPOSITE g 1.077' -- 1.54" - 4 6 v,nri mr ai ANle Sin;, STII F FINGER JOINTED PONDEROSA PINE 1.47 —1 7: TOP RAIL OWOODCOMPOSITE 5.75' in ';El F ADJUSTING SADDI F THRESHOLD OAlUMINUM/VINYL 045 WALL ALUM. 21 080" THK, WAIL VINYL TYP. 39' RED OAK CAP o O 1.46" Cr HINGE SIDE S711 CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA. RAOIATA PULA1, ELLIOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR. INCENSE CEDAR OR REDWOOD. K40 x 1.79' PT THREAD J SCREW, MAJOR 014. 4.Omm 8 CMG LITF FRAME W 4.565" 5n wz^ 0,0,'0 r O gLLi O:o In ~ co coWT a 12 z 1.920 n zW Y S cn 0 Q rh U I 14 N U41 < t INSWING DOOR ROirOM SWEEP VINYL .080' MAX. WALL, .035" MIN. WALL 1111 ruN 0 1.375' /8-10 x 1 1/2' 'c PPH PLASCREW o O O N LIII O O — T— 097" Fes- DIM. VARIES '? ViJNT10_[71Jj F&IftW o • Lao T N W/GLASS THK. 613.68436bt L MANS CT R 11 Dt r. NTS o.c WLN J RW vwrc ra 46 T( AI LITE FRAME MAST l Ilr E # 5-2178 vrm 8 OF 9 FlBERGLASS I NA with f h min = i 2 TM RakA I 4L x 4 14 6 X 1 PIQUPS PAN HEAD SCREW STEEL 3 4 5 6 POLYURETHANE FOAM BASF 1.91bs. DENSITY FOAM 7 SHORT REACH COMPRISSON WEATHERSTRIP FOAM 8 LONG REACH COMPRESSION WEATHERS1RLP - FOAM 9 4 x 4 HINGE .097 THK. THERMA-TRU 10 Flo r 3 4 LC. PFH M000 SCREE iO Ff0" SSLTEEL 11 10 x 1 LG. PFH WOOD SCRUM STEEL 12 8 x 2 LG. PFH WOOD SCREW STEEL 13 8 x 2 1 2 LG. PFH WOOD SCREW STEEL 14 INSWING DOOR BOTTOM 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 ITVDER 4.565 r 1.17 RYA-TRU PONDEROSA PINE WOOD 21 INSWING SELF-ADJUSTING SADDLE THRESHOLD KOOD ALW 22 KNGE .PAfB 4.%5 r 1.17 -TRU POMXWOSA 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINIAIAMBER 11 WR687 .052 WALL UM.GS -T 25 GLAZING. 1 2 INSULATED TEMPERED GLASS 26 2 NOT USED SCREW DESTEEL 28 PURU E S mcdP fin. 6R r STEEL 30 31 NOT USED INSWING SIDELRE BOTTOM BOOT VINYL 32 1 8 THK. CELLULAR GLAZING TAPE STIK-11 TAPE 33 1 x 0.04 OK WIRE 84BS STEEL W D 34 35 3 8 COVE MOLDING MANX JAMB 4565 : 1.T7 A1 THO-TRU. POHIDER05ACIE OOD 36 SaEIIIE S> DE SfIE 1RU 1531 r . momSTEEL WOOD 37 10x 1 3 4 LG. PFH WOOD SCREW 38 IATOI JAL® 4565 r I.Ir -TRU FDNOE W W000 39 N07 USED ALUM. 40 SILJCONE CAULK SILICONE 41 NOT USED WOOD 42 scm IWaBMWRAILiliI438x 2 LC. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT STEEL 46 PLASTIC LIP LITE FRALIE iCA( THERIU-TRU TCM with * Id sir h F min. = 4.674 47 8 X 1-3 4 PPH SCREW FOR ITEM 28 k 46 STEEL 48 GLAZING. 1INSULATEDTEMPEREDGLASS49GLAZING. 314 INSULATED TEMPERED GLASS GLASS 50 Ix LIO = RAIL (ISO' r .1163' DOW-= W= ofimm WOOD CLWPOSDE 51 3 16 iAPCON AHCFLOBNG (1CO3 I.15 W LG. STEEL T ASTRAGAL RETAINER BOLT N MATERIAL: C/R ROD ZINC "? do YELLOW CHROMATE 3" DRILL TRU FOR / A 88 PFH WOOp-/ DRILL TRU FOR SCREW 2PLCS .357" DIA. ASTRAGAL RETAINER BOLTS WINDJAfr' BFR II WR687 STRIKE PLATE 592' ZO > o 00 Q Ln — co$ S0vi N OIf NQW, 1 3a0 O . 179" W to EL MPOMLIUMUMIP FOAM CELL CORE W VINYL JACKET ffi 58 F " b rn O COMPRESSION WEATHERSLRIP BY 7HERMA-TRU 1. RETAINER BOLT FOAM CELL CORE W/VINYL JACKET FLORAlco •®•`` 0 CENTRAL llON NM / [1 0 1 r AC I 1.1i Vr+ 1.767- -i S l Jr R y # WINDJAMBER II WR687 24 ASTRAGAL (ALUMINUM 052" WALL --DP gs r T - n w` 613. 684.3631 R: WLP R: RW Mc wo.: S- 2178 9 or q:•AL MANUFACT MR NAL ff Y'rHTtRMA OTRU® TLAS.SIC CRAFT OUISWINO &a SINGLE AND DO ME W/3 wOUT SIDEUTES. I SULATM FTBEFKiIIASS DOOR MrtTH M0000 nVAMS. FLORIDA BUIS PRODUCT ILDING CODE1S 994SIGNED O EDITION FOR MIAMI DADMEET THE E COUNTY WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN DETAILS. ANCHR EMBEDMENT ToMATER SHALL BENBEYOND WALL DRESSING OR STUCCO. BASELAL DESIGNED PRESSURE RATING SEE TABLE PAGE I. THIS PRODUCT MEETS THE WATER REOUIREMENTS FOR MIAMI-DARE COUNTY WITH THE USE OF THE HIGH DAM BUMP THRESHOLD • SEE THE DESIGN PRESSURE CHART BELOW. MUIMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REOUIRE SIDELRES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESISQEMUIL ommon or n rg ass (SMC) skin O.105 min. thk., ide!ite Sheet: 0.07 min, `hk. with yield strengyth Fy(min.)=6,000 Fpsi r n Polyurethppaooneloomcore, wiihl.9 Tbs. Density by BASF rn worn r n. 9" initenor rwrsTT s fled with 19 A. de,>gTyt BASF`h°el poyaetham roam The panel face sheets are 91ued to the. wood stiles, o d rg The blch 0- 4ge d hinsum eseLVL or LA. The blrh stae which is 4.03 X 1.47 is the btch revdorcement the loppp and bottom roil. are of o wood eidede material In the double door opp6calion the inactive door s idled with analurain m ostrogol of 606046 00q. Frame Construction: The frame isconstructedfromrurger jointed PDX 565" wide x 1. 17' thick The header is ** *d to the side rah (3 /e x 2S" PhLps Head W screws The threshold peed to t side jambsnth (2 I6go. 1%2pam x 2 lerg sfapks at each side The mOBas are W= together a a SWfe q*kV as'n9 /8 p horq PFH Wood Screws ( 6) screws pu each_ rr mThe mb uses an Out n7 g Bamp threshold ffii r. ng 4.615 x .w SYC Lip Life - a4 sireis27S' wde x 50.19' high secured w x 1.75- Phillips Pon Head Screws The from on waled with si6carw cmab9 (Dow 795) to siderde pone) and to the glass we61e Glorua: SUC Lip Lite with Or yield drwglh Fy(mur.)= 6-00 psi & TUC UP Lite with the yield strength Fy(mia)= 4.674 0- 04 sire is 9.65' wide x 65.85' wide seaaed w 16) 8 x 1.75' Philips Pon Head Screws The frame are waled with sikone cau&iw (Dow 795) to sidelite pad ord to the 91oss. Inte9rW Flush Glazed - Tne side6le sash facepanelsammoNedtorecei" the insdoted Claw. The aloes attached to the sideife face sheets with sign Oazig compound (Dow 795). TABLE OF CONTENTS SHEET 11 DESCRIPTION LL WIDTH 36' MAX. PANEL WIDTH rs J c= o 24. 5" u o = 2 a w MAX. D.L.O. TYP.) rn a 9 wo 00 0 0 0 00 N o N h In o l a;n 105. 5" MAX. OVERALL FRAME WIDTH 36 625' MAX. PANEL WIDTH 15.5' MAX. W/ASTRAGAL. -1 n D FRAME WIDTH DOUBL W/SIDEUTES 0 Y SINGLE OLMffiG UNf1@ OPTION II W/ SURFACE BOLTS - SEE DETAIL 'A' SM.3 r74.5' MAX. OVERALL FRAME WIDTH - I MOD IS 68.5" MAX. OVERALL WIDTH — 36.625' MAX. I ARE VIEWm L24.j' 5- PANEl-II FOM INTERIOR. L0. f J d TRAGAL J o a o W 24. 5' 2 MAX. > i _ ul D. L.O. 4 v w ` 17 TYP) O1 tl p eri J J ~ n n 1 o m ACTNE ,o LSINGI FW/SIDFLITES QTSWING DOUBLE E OLnMVING UNIT OPTION IIW/ SURFACE BOLTS F DESIGN PRESSURE RATING OPTION I W/OUT SURFACE BOLTS +47.0 PSF -47.0 PSF WTfH SURACE BOLTS +70.0 PSF -70.0 PSF OPTION 11 WIND,"BER 11 ASTRAGAL 13.9375' MAX. 7.125" MAX. D.L. O. WIDTH LIP LITE 7.0' MAX. D.L. O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELTTES) 15. 5' MAX. FRAME WIDTH 1375' MAX. 125' MAX. D. L.O. WIDTH LIP LITE 0' MAX. D.L.O. TH INTEGRAL LITE TYP. FOR TOTH SIDELTTES) O> 0 cco O OX V1 p op CC ZOO U WU) q 0 W — O O I" M n W a T 613. 654. 3831 N.T. S. wr WLh RW rro wo: 5-2161 o'. -- PANEL THK- 29 SE GLAZING DETAILS INM 48 w-11IIeM/m/16WA-i i @OUTSWING DOOR -PANEL W HIGH w 2 ourswiNG DOOR PANEL wILOw PROFILE THRESHOLD SEE DESIGN PRESSURE TABLE) r TRIBB i L 0 00 0 OQi z vi 1.611- MIN. ti in I PANEL INK wo 0 0 as LU SEE GLAZING DETAILS EXTERIO 0 uj O of SEE NOTE 0 SHT.4 0 CO Ls cc w• rn 90 00 0 0 0 42 0C) 0 0 34 0 SEE NOTE 9 SHE 4 52 4,3 SEE NOTE 5 SHT. 4 4 ME SECTION SN'Z,j= 613.684.3631 awr nAW GLAZED k 3/4 GEASS Mr. or. WLM W It, RW 5 S-2161 or ASTRAGAL RETAINER BOLT 8.0- LG. TOP BOTTOM (2) BOLTS x AT TOP & (2) AT BOTTOM INACTIVE SEE NOTE 2 SHT . 4 INTER oz uJon a VV 0 ASTRACAL OPTION 1) 0 MULLION 1. 15' MIN. EMB. 25' MAX SWU MIN. 15' C-SINK 2Ei 43 w 49 0 0 6 z Ne 36 SEE NOTE 34 9 SHT.4 16 17 INEEW 0 slow TO B" DETAIL"A OPTION 0 SURFACE BOLTS) T- E NOTE SHT.4 a 13.654-3531 T. 11/5/01 uL NTS WLN K. gym RW c .0-- S-2161 m 3 of 25' MAX. SHIM SPACE r U2 IV J1QU W WNU EXTERIOR 17 15" MIN. 1 1 A T C-SINK W 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 118 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 IS ATTACHED TO THE SIDE JAMBS WITH 2) /8 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE. 5. THE SIDEUTE IS DIRECT SET INTO THE JAMB WITH (12) 8 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 & 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 /8 x 2' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A /8 x 2' SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE A 110 x 1 3/4" SCREW. 8. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 318' COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING I" x 0.04' OIA. WIRE BRADS AT 2' FROM EACH END A MAX. OF 12' O.C. 0 IWERIO6 z u, W N 25' MAX. SHIM SPACE SEE NOTE 10 7 SHT. 4 37 11 O I' ll 2 . 15' MIN. 13 4 HINGE JAMB TO BUCK, C-SINK 1.15" MIN. 18 EMBED. EXTER10B 2Y SEE NOTE 1 SHE 5 3 13 OD ui a SEE NOTE 5 SHT. 4 43 SEE NOTE 1 SHT.4 O 00 99 00 O o 000 2 z 36SL yr0 4 Wh e a 33 SEE NOTE 9 THIS SHT 1NIE6106 3 3 H KT R N 4 O STRIKE JAMB TO SIDELITE NOTE 6 f. 4 O > co ON°D 85L n Ili IfIf 0W0 F-O o W cco a JLn tntn n0 mZ W U m Q> I IXU `•' NO in = W 613.654.3631 srxc: NTS arc. er. WLN oac m RW oru wc rn_ S-2161 4OF9 SEE DETAIL 'F' SHEET 5 6' 6 6' 3' 3' 3- 63 13 TYP. SEE NOTE 3 SHT. 4 — SEE NOTE 6 SHT. 4rSEEDETAIL 13 " SHT. 5 TYP. 6' 3. 3' I 73 I I 1 1 I TYP. _ 13 TYP. SEE DETAIL — F' SHT. 5 SEE- DETAIL E SHT. 5 S EE NOTE — 6 SHT. 4 43' D 5251 3" — 366" - L n N Into 13 SEE NOTE to n T p 4 SHT. 4 SEE DETAIL 'C" w " G' SHT. 5 52 . i I -B- f— 3' _T 1 -i 3' 6" Lj N O a0 0OD cc 0 SEE NOTE U 3SHT. 4 1 aLJ O: z Er3QO t\ 01 Ln W acli SEE NOTE 4 SHT. 4 SEE DETAIL TRACAL EXCEPT H" SHT. 5 SINGLE DOOR OOURI F DOOR W/SIDELM 1 DRILL THRU FOR c 1 A 0.357' BOLT DEEP ENOUGH FOR A 2' o NOTE: BOLT THROW USE REM 113 A /8 x 2 112" PFH WOOD SCREW 7 1 SEE NOTE ATTACH THE STRIKE AND DEADSOLT PLATES TO THE IN THE MULLED s SEE NOTE THIS SHT. JAMB OR AS eunm 7 SHT. 4 p 13 43 SSURFACE SOLT APPLICATION WITH THE SIDELITE USE ITEM 143 A 88 prsuuAMs u 43 37 PLATE 2" PFH WOOD SCREW. ets.eea xsr 11 DETAIL "H" n 11 5 O1 O RETAINER BOLT HOLES sc N.T.S. 10 & OPTIONAL SURFACE j j _ DETAIL F SURFACE BOLT BOLT STRIKE P ORMA Be . A. c CIOL RW STRIKEPLATE Q.`J1 LI $ILIJ ASTRAGAL STRIKE PLATE 13 43 10 hO%p,Slo E SURFACE CESEE NOTE • T S- 2t61 DETAIL ' E' B THIS SHT. DETAIL "G" A j U 1 sNm 5 a 5 AMEra7 a r" Mf- 131 YL 1 ° L SEE DETAIL "F' SHEET 5 3' to 6 6. 6 3 - I I I I 13 I_ 13 7YP _ SEE NOTE in 3 SHT. 4 SEE DETAILR E' SHT. 5 N m Ch tn 13 N h a TYR SEE DETAIL G" SHT. 5 in SEE DETAILSEE DETAIL w E' SHT. 5 H' SHT. 5 NI TYP. J L 1 1 TYP. 3' 6" —i 6" — 3' 3 6" 3' - AV36 63' I-- 3" FI I I I I I - I I I I SEE NOTE SEE NOTE n 3 SHT. 4 _ 6 SHE 4 - n 13 - i TYP. u1 SEE DETAIL. SEE NOTE G' SHT. 5 51 4 SHT. 4 TYP. i Ii F 6- 3. 6" SEE DETAIL E" SHT. 5 13 — TYR M. 'K' TYi,,. 4'', io IF 11 51 7YP. .M. TYP. 3' -i ice- " C3 3" 6 --il 3' SEE 4 SHT. L 44 K" SEE DETAIL H' SHT. 5 DOOM F DOOR SINGLE DOOR W/SIDELTTES Lir1C a .ui JI`11 aJiiL 1VH1NE °c L n o> o 0 o a 00 o=, U Ljto O W O 3¢00 t\ w(D a U2 3 LA OG n . oJ U _ w a ,- i w euunwG 513.684.3831 c 11 6 O1 AIM N.T.S. G. rr: WLN L w: RW ruc wo: S-2161 m 6 Of 9 0.5' CLASS _ BITE SEE NOTE 1 TAPPH8x13 1/4" STEEL INTERCEPT SPACER 1 /2- NSI I ATFn TEMPERED GLA55 SIDELEES ONLY) 0.5" GLASS _ BEE SEE NOTE 1 THIS SHT. o j8 x 1 3/4" PPH 3/4- STEEL INTERCEPT SPACER Y i? iN 1/8' TEMPEREDin GLASS 1/4" AIR SPACE 1/8" TEMPERED GLASS 0625- THICK GLAZING COMPOUND 95 ND Y i 1/8- TEMPERED GLASS V e 3/4" AIR SPACE 1/8- TEMPERED GLASS 0625' THICK DOW 795 GLAZING COMPOUND 0.5" GLASS BITE 0625 THICK DOW 795 SEE NOTE 1 GLAZING COMPOUND THIS SHT. . 1/8" TEMPERED GLASS m o 0 3/4- AIR SPACE o ' T 1 1/8' TEMPERED Z GLASS 18 x 1 3/4" PPH 3/4- STEEL INTERCEPT SPACER tn 1" INSULATED TEMPERED LA55 GLAZING Dp AILS CLASSIC CRAFT' SMC LEE FRAME REQUIRED FOR DOOR PANEL) 0625" THICK DOW 795 0.5, GLASS BITE GLAZING COMPOUND 1/8" TEMPERED GLASS o ° O OQ AIR SPACE O O O 1/2" O 0 O 1/8- TEMPERED GLASS SEE NOTE 3 THIS SHT. v tnN gh U ATED TEMPERED GLASS 1/2' STEEL INTERCEPT SPACER rI A71Nr pETAIL SHOWN W CLASSIC CRAFT' INTEGRAL GLAZING SIDELITES ONLY) 1" INSULATED TFMPFRED GLASS 1 An,r. DETAIL SHOtYN W/ IC SBA M S 1 SPACEDSASxFOLLOWS.. TTOR UTE IS SECURED OP D BOTTOM RAIL ATH3(06) 13.75" AND 2 5' FROM THE LEFTSCREWSSIDE. THE SIDE STILE ANCHORS WERE LOCATED AT 3.0'. 13.25 . 23.625 33.875 AND 44.125' FROM THE BOTTOM OF THE LEE FRAME. 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) 08 x 1.75' PHILUPS 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. T,dANUFACT N AME I A F%( i Tr 1 LJ C3 cOfo OIf) `0I S OS w7 v1i 3Q00 Q- 813. 684.3831 o• c Lm WLN oar fr RW a4Ati• c S- 2161 7 or 9 4.03 in OCC LATCH SIDE STIL 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1.077' --- tU=^ FINGER JOINTED PONDEROSA PINE f--1.077" 1.54' --.i SIDELRE BLANK SIDE- till F 36 FINGER JOINTED PONDEROSA PINE 39' RED OAK CAP 01.46' CC HINGE SIDE STI F CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA, RADIATA. PULAI, ELLIOTT11, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR. INCENSE CEDAR OR REDWOOD. I K40. 1Pr THREAD 1. 47 1.47 W4-0—CR CC BOTTOM RAIL O cr. 70P RAIL O 1. 375" la-Io 1 1/2' PPN PIAS M WOOD COMPOSITE WOOD COMPOSITE T 1 DIM. VARIES '? n W/CL ASS THK. ^ NL j 1 L ° ° ° ° ILT TCM Lff Ea Y ET 097' 4 x 4 STEEL DOOR HINGE IOIQ A uFA eily 01 4. 565" r- -- T WOOD FRAME I m 4. 615" 2. 203" Nt 1 T 0 n19 OL wtNG BUMP EACE e111MLuUM/ yy00D THRESHOLD 050' WALL TYP. HIGH DAM THRESHOLD 39 o > 1\ cr 0 coco 02CI 8 oLo In 3 UJ 3Q00 r\ WCC Q= 01 S Pi 613. 664. 3831 NAME or. Wu 1m In: RW DIW'HG 2 5- 161MASTER DESCRIPTION Mate of LLCM 1 fIBERCUlSS 2 3 4 (L OR Lq d OK 1.45' + 1.4 5 6 NOT USED POLYURETKANE FOAM (BASF. 1.91bs. DENSITI FOAM 7 SNORT REACH COMPRESSION WEATHERSTRIP TFLQBLA-TRU FOAM 8 LONC REACH COMPRESSION WE-ATH07SW THOW-TRU FOAM 9 4 x 4 HINGE .097 1HK. ERMA-TRU STEEL 10 10 x 3 4• LG. PTN M1T00 SCRIIY a to Rvne STEEL 11 10 x 1 I.G. PFH WOOD SCREW STEEL 12 13 NOT USED 8 x 2 1 2• LG. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED WOOD162xINNERWOODTESTBUCK 17 MAX. 1 4 SHIM MATERIAL WOOD 18 KSEE TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD LRIIA-TRU ALUM. WOOD 20 HEADER 4.565 x 1.17 -TRU PONDEROSA WOOD 21 NOT USED 22 HLNGE JWB 4.565• x 1.17- -1RU P0N0EEROSA W 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMMER 11 WR68T .052 WALL ALUM. 76 25 GLAZING, 1 2 INSULATED TEMPERED GLASS GLASS 26 27 NOT USED 8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28 SM0LITEI`Mgtht M SMC 2E STEEL2940 + /Army Rd 30 NOT USED 31 NOT USED 32 1 8 THK. CELUAAR GLAZING TAPE STIK-O TAPE 33 1 x 0.04 DDl WIRE BRADS STEEL 34 3 8 COVE MOLDING 0 35 lTlANTL fAMB 1.565 + 1.1 -TRU. PONDEROSA POL£ 36 yg SRl TRU 151 x . POAmD105A WOOD 37 1 3 4 LC. PFH WOOD SCREWpg. STEEL 38 kmi41B 4 565 + 1.1 - A1rDEliO6A WOOD M. 39 HIGH WATER DAM THRESHOLD SILICONE40SILICONECAULK 41 42 NOT USED 9ODTTE ILP t 60ffi)f1 m ifdL I + S PO'I RM WOOD 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 8' SURFACE BOLT STE STEELwith yield sv F min = 4.674 psi 47 18 X 1-3 4 PPH SCR FOR ffEAl 28 dr 46 STEEL GLASS 481GLAZING. 1 INSULATED TEMPERED GLASS 3 4 INSULATED TEMPERED GLASSBOTTOM GLASS RAIL ( ISO'+ ar 1NLRM1-TRU NOD w-FOSfIq MOOD CDWWff E49GLAZING. I6UPCONAM) dIG L1CO. 1.75 WL W. STEEL I6 WCON ANDU NGU ELM 2.5 MX LG STEEL T ASTRAGAL RETAINER BOLT N MATERIAL: C/R ROD ZINC 'i do YELLOW CHROMATE 3' t GnN0 04 DRILL TRU FOR A # 8 PFH WOO DRILL TRU FOR SCREW 2PLCS 357' DIA. ASTRAGAL RETAINER BOLTS NDJAMBER II WR68T STRIKE PAT 1 1' , RETAINER BOLT co oN co I , N — Ofco NO-•- I .179' FOAM CELL CORE W/VINYL JACKET 1. 158' N rn O COMPRESSION WEATHERSTRIP BY 7HERMA-TRU FOAM CELL CORE W/VINYL JACKET cl to (: F.N'TRAL nonm .®.o 0 N . 1 MANUFACTLT R NAME : . 767• - MISTER FILE # WINDJAMMER 11 WR68T 24 ro" AL (ALUMINUM .052' WAIL TYP.) W CC N a co O [ D gn 1 1 OLn lai Ln ow- 00 F-c)j0 cor\ W co d NTS n: WU m RN c ra 5- 2161 9 a o_ 5 N O coco 0.5" CLASS 0.5" GLASS BITE .0525 THICK DOw 795 O to I Y SEE NOTE 1 GLAZING COMPOUND d ZOOSEENOTE1 BITE Z'_ THIS SHT. in THIS SHT. t/8" TEMPERED CLAASSTEMPERED O 00 W 0 g GLASS u L_ o ¢co o co o 1/4" AIR SPACE o .• 0 3/4' AIR SPACE 2 0 20 .0 0 W to a o • • o 1/8" TEMPERED i 1/8' TEMPERED x GLASS Z CLASS e8 x 1 3/4" PPH B x 1 3/4" PPH 1 • INSULATED TFMPFRFD GLASS1/1 V 1/4" STEEL INTERCEPT SPACER .0625' THICK DOW 795 3/a• STEEL INTERCEPT SPACER ^ u rl AZING DETAIL SHOWN w/ z GLAZING THICK DO 795 rC SSIC CR°FT• SMC LITE FRAM E n6 t/2' INS ULATED TEMPFREO GLAcc (REQUIRED FOR DOOR PANEL) o Cl AZING DETAIL SHOWN W/ ri •ccWr rgAcT' 7CM LITE FRAME C:CO m S SIDELTTES ONLY) u N 0625' THICK DOW 795 " c u 0.5' GLASS BITE GLAZING COMPOUND G'^_ o olSa 0. z 0.5" GLASS Z 1/8" TEMPERED a a CLASS rm i SEE NOTE IBITE s N 1/8' TEMPERED 0 THIS SHT. V GLASS 0 0 4 O Wo O O O 1/2 AIR SPACE I o O O o 3/4" AIR SPACE 0 0 1/8' TEMPERED 0 3 GI 1/8' TEMPERED SEE NOTE 3 c N CLASS THIS SHT. 'g 8 z 1 3/4" PPH INSULATInEDTEMPEREDGLA_5S 3/4' STEEL INTERCEPT SPACER rl A71NG DETAIL SHOWN WI 1/2' STEEL INTERCEPT SPACER 'CLASSIC CRAFT' INTEGRAL C ING o 0625" THICK DOW 795 (SIDELITES ONLY) GLAZING COMPOUND c2 1' INSULATED TFMP S DAZING DETAIL SHOWTi W/ CiASSMLT) M "- D* p ® J C°N5{nTAMS. P NTRAL LOU i1j %, . O 613.684.3E31 1. THE 27.5' x 50.19' DOOR LITE IS SECURED WITH (16) 18 X• 1.75" PHILUPS PAN HEAD SCREWS ` lJ ` 4JO g QQyy B. SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 3.0 , 13.75 AND 24.5' FROM THE LEFT SIDE. w1 11 5 O1 THE SIDE STILE ANCHORS WERE LOCATED AT 3.0 13.25 . 23.625" 33.875 AND 44.125" NAWo . NTS FROM THE BOTTOM OF THE LITE FRAME. 0A, TF p CST ° j U j v o.c. er WLN 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) 8 x 1.75" PHILlIPS PAN HEAD SCREWS lry n. RW SPACED AS FOLLOWS. TOP AND BOTTOM _RAIL AT 2.125 FROM EACH END. SIDE STILES ox _ FROM THE TOP DOWN TOP DOWN AT 5.5 . 16.5% 27.5' 38.375 49.375" AND 60.375 5-2161 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. r IT - 4.03' OCC LATCH SIDE STIL 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1.077' --{ I 4 1.54" VnFIITF TOP do BOTTOM__RAl FINGER JOINTED PONDEROSA PINE 1.47" n1aco CC BOTTOM RAIL OWOODCOMPOSITE 1.54" einn rrc Fit Au1r dnF STII F FINGER JOINTED PONDEROSA PINE 1.47' Y n Cf. 70P RAIL OWOODCOMPOSRE 39' RED ''{ OAK CAP I D1.46' CC HINGE SIDE STI! CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL' PONDEROSA, RADIATA, PULAI, ELU0TT11, TAEOA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. L=J i DIM. VARIE o I Y y x40 • 1.79" PT THREAD J SCREW. YAX7A OM 4.0mm ar itR Fit-_r 28 1.375' —jam fa- 'a . 1 1/2' PPH PlASCREW T 1 DIM. VARIES 1`7 w/CIASs THK. 0 1 L O O O O 6 097'-'iF- T M RF YF O4 x 4 STFEL DOOR HINGE TA aUFA A/kq rp A 4.565' i 1 At A_ — in 0 2 35 38 W000 FRAME 6 h 4.615" 10 2.203' t 1 r 0 19 OI R'SwING BUMP FACE n Al UMIN IM/WOOD THRESHOLD 050' WALL TYP. HIGH DAM THRESHOLD 39 o> O aN0 oNo°° a o om g Lo I" 3Q00 w a III a13.684.3631 III N • NAW 1 v.,.. NTS WL, Dior.¢ NO.: 5-2161 vcn 8 of 1 MAST J.I 111' - 0 RP N 1 nBERGlASS 2 3 4 1RU IVL OR A OW 1.46' x I.1 57 6 NOT USED POLYURETHME FQA-M BASF, 1.9lbs. DENSITY FO 7 TRUSHORTREACHCOMPRESSIONWEA7 iRIPffi FOAM 8 LONG REACH COMPRES90N WEATHERSixw 7RU FOAM g 4 x 4 HINGE .097 THK. ER STEEL 10 10 : 3 4- LG. PFN WOOD SCREW a II 10 x 1 LG. PFH WOOD SCREW STEEL 12 13 NOT USED 08 x 2 1 2- LG. PFH WOOD SCREW STE L 14 NOT USED 15 NOT USED WAD 16 2x IWOOD TEST BUCK 17 MAX.NNER 1 4. SHIM MATERIAL WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FGHRE-RULD EM ALUM-ADO 20WADER4.565 x 1A£ TOPONDEROSA PINE 21 NOT USED 22 MICE AUB 4-%S- x 1.17' -TRU PONDEROSA PPIE w 23 KWIKSET TITAN 700 SERIES DEADBOLi 24 ASTRAGAL WINDJAMBER II WR68T .052 WALL ZU-M.G66065-T6 25 GLAZING. 1 2 INSULATED TEMPERED CLASS 26 27 NOT USED 8 x 1 L.G. PANHEAD SHEET METAL SCREWOSTEEL 28 UIE FRAFIL C, 67 HE 7iMA-TRUId 2630 40x1 4OnmNOTUSED 31 NOT USED32 1 8THK. CELLULAR GLAZING TAPE STIK-U TAPE33 I x0.04 DNA. WIRE BRADS 34 3 8' COVE MOLDING 35 BIMO( MYB 4.565 x 1.11 -TRU, PONDEROSA PP1E 36 SDEUrE SIDE SOIEWOOD TRU 154x .67 PONROSA PPS WOOD 37 10 x 1 3 4 LG. PFH WOOD SCREW 38 IARN M 4.565 x I.I - PONDEROSA D WOOD M. 39 HIGH WATER DAM THRESHOLD 40 SILICONE CAULK SILICONE 41 NOT USED WOOD 42 smff10PtwT= RAL -Rdl 151 x 5 PXff SA 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL IVES 454 8" SURFACE BOLT STEEL STEEL M. - TCM rilh 'eld strength F min. = 4,674 si 8 X 1-3 4 PPH SCREW FOR ITEM 28 46 R48 GLAZING, 1INSULATED TEMPERED GUISS GIAESS GLAZING, 3 4 INSULATED TEMPERED GLASSa GIASS 8DOU RAIL ( 1. 50" x ZY M W-TRU MOOD Lti1FM 1190D COYPOSRE 51 ! 16 iAPOON A1lt}pRNG ElCO 1.75 WK W. STEEL 52 I6 L WN ANiIORIIO S ELUA 251CN M STEEL 1 ASTRAGAL RETAINER BOLT N MATERIAL: C/R ROD ZINC •? do YELLOW CHROMATE 3" N 0 N DRILL TRU FOR A J8 PFH WOO DRILL TRU FOR SCREW 2PLCS 357' DNA. ASTRAGAL RETAINER BOLTS I'. 7NDJAML?FR II WR68T STRIKE PLATE 592" ro I - N _ rn LNOI vF— . 179- 1 I FOAM CELL CORE W NYL JACKET 1.158cli a O COMPRESSION _ WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET O5 CV O aD O In coo 2 aO 0 C) Lj 0 3Qo Lu a 1 " RETAINER BOLT CENTRAL FL®RMA B.O.A.F.. . in N NMANUFACTURER NAME: N v 1.767' MASTER FILE # WINDJAMBER II WR68T 24 ASTRAGAL (ALUMINUM . 052' WALL 7-EJ n WLN rr RW S- 2161 9 or 9 n ITIS i. TESTED IN ACO60M4rE WITH STAN3AA0 BUILDIC CODE. 04APTER 17. TO A POSITIVE AHO NEGI IVE 37.5 PSF 2. OAW 14.11400 RDIRESENT ,ARIClS SECTION HEIGHTS. 1. 1I3.R SECT CH7• HIa DOOR SHORN. S' H104 DOORS HAVE FIVE SEC,ONS. 4 SECTION HEW OF 20 612. 19. Do 1 16. 15 ARE AVAILABLE MO MA, 13E USED IN CDA9IH^TIGN 10 ACHIEVE VARIOUS HEIGHT DOORS. 5. D.60sSmONT PATTERN OF 14.50 x 20.375 S•O 4 ALTERP.TE PATID* G OF 17.50 X 43.375 AHD 12.50 120.375 L4A7 BE USED. E. TCRSICW SPRINGS SHOW. EXTENSION SPRINGS AVAILABLE. 7. - THIS BRAO(ET. REF PUN 405964-0002. ON e' HIGH DOORS CNL T. e. WINXU MAT BE INSTALLED IN THE TOP SECTION OR THE SECTION IIAEDIATELT BELOW THE TOP SECTION. 22• • ' X'x64• • WOOD WOCO 1'= AA6 ON E0.11 vUUl ENT P/ N 405954-ODOI 1/ 4• IRAO( BOLT 164 5/15 X 1 3/4' S• REF LAG SCREW SEWN: H:10A T H Vwi61 1 1te.si H H s1 - ' S, -• fn 9. THE STFUT PLACEAEHI ON CKCRS COSTRICIED WITH S CP MAIL SECTIONS LUST BE InrP COSISTENI WITH IHE DOCK SOIvN. THE SHUTS FOR THE ADDITIONAL INTE 'TER FILE • ao SECIIGS • HE f0 I# PLACED AS SHOW ON THE THib SECTION. E, r 10. THE STRUT PLACMENI DIMOGION ON ALL SECTIONS LESS THAN 20.812- FULICED BY IE DIFFERENCE BETWEEN IE ACRAL SECTION HEIGHT 4 20.6121. QO 11. SCREW PM 605911-0001 IS A 114• CIA X 5/6• L0 4 TYPE AS HEX HEAD METAL SCREW Avlvw 12. PCSI TO BE INSTALLED ONLY TEEN H104 WIND WAI?NINCS ISSUED. 13. SIRNI PLACD.ENIS CAN PART 23•. 14. QJMNTIIT FGR LOGO CAN BE 0. 1. OR 2. _ rRAoc W sae EFO HINGE Iu J-2.093 000 VIEW ' D-D' 1/e• Gse 2• TRAOC I, 9 1H( 1VERTIC'ALN h i SECTION ' C-C' x e WOW NA1e x4• WOWHOED 3AA6 •D'•'-E SCALE:v2 e EOUIVALENT. I IZONTALTRAO( COLIJTERRALAPCE I R TI . SPLICE IN ' F HORIZONTAL TRAO( AT 407605-0004 TOP OF RADIUS TTP 2 PLCS 404e2e- 0003 D• TTP 2 Ptcs 0002 a 400650-0001 HS- 1 TTP 3 PLACES 40- 00 rlNa tt. iTP'76052'POOD 2 - 046450- 0003 404e25-0003 IIP 2 PLCS 5. 00 36.00 E • B' FIxTIRE I 1 T OPTIONAL WINDOW DETAII-11 SCUUE: 3/32 ONLY STANDAR) TRACK DETAIL FOR 16' o.405771-0001 PIT -0003 SCALE:: 1/16• 432e 1• 16'- 0• LIAx. WIDTH - SCALE: t/ 16'•1• SERIES 280 TI-/ 289 ARE EC7UIVALENT CCASTRLCTIC)IV 25CA STEEL INTERIOR ELEVATION SERIES 180 ARE SASE Cocracriav AS SERIES 280 ONLY 24CA STEEL AID ETD CAPS DOOR TESTED WAS 2e1 SERIES. DOOR WIQTH CENTER STILE END STILE ICI STRAS/SECT. ROLLER y "CAADE tINPFR FnTI 1$- 3 SINGLE TESHso HS' I• x 7/16' 049• too STD. I 409327- 0001 AE w yiw rwrWo W WIY w ws • 4n 4 M Arwn 4r wwfw a .wIIWH • a n Awar An n w w d4sn I 4r.mw Arrr AWwaa4; IHnWo wr, He r w lnms w Hr w rrAeIIW W.W Fe/0100. wMOA In 00 r1W+ W wwtw 4a 4wwnHw wa wr . I ROLLER DETAIL •F' SCALE: 1/ 4 116• WIDEN SEE NOIE 45.6 F• 1 061601- 0000 HD.' TliiE NCE a I j --- 1 7/5' TH(. SECTION •A - A- SCALE: 1/ 4 I DESIGN , LOAD 25 PSF ± 2t.ee® 17 0 sH4o NI TEST LOAD 37.5 PSF ± e•-ot WAX. HElCif 21.57< 1 12• ® tya 405771-0002 F •n' R/ 7/./.•' r 40+ aza- aoD3 mi:k r n14 4r.W rH I Q' Y N, 01113N9t RESIN l I Rmoo mx o.. wWs1•. nDTw nnoLbw NIA DAVID FAV 02119198 W 409335 w.rw W rAW.W. NONE E' AON ww4.. DAVID F02/19/98 a wH 1, W jjj eavu lu I 1 POL 01 llt Aa Hl L 0575 PIP Ol IN 10141 a/1 Itt L t REV Lv PDI a tau Moan W/ s/t64' x13/0 2 11/32• LAG SOREty 2 7119 .091 NIN- 0 . 25 L.-LENGTH . DOOR WIDTH - 1'- iF 6.04 . f06 IFK. 1/e I I 0 0 0 2 1/16' L-1. O223132 3 9F 1610j '- IVN 5/81s/e MIN tl4c , s/ j e• 070 NIN+}- ' I 0 0 0 IPM 400650-X)O1X, ROLLED HS-x STRUT PM 402320-0001 PLATE.HkSP P/N 401199-0001. TOP FIXTURE PM 405771-XXXX BO7. FIXTIRE t AH.R IN.THL SIRII 1 3'1 I I FOR 150/280/290/390 SERIES PART 400650-0001 .030 HS-t ATTACH TO DOOR WITH 400650-0004 .020 HS-0 4 SCREWS PM TAW TOATTATODOOR WITH P/N 061501-D000. SLIDE LODX ASSY I3SCREWSPM605911-0001 0REF 555775T STTL7i 0 0 0 I ° 5.L 00 O o PM 409331-0001 PLATE. FLOOR DOOR lar Al 11 I 1 f 7• HIGH DOOR777V Pfbi ASSY SHWINC FLOOR PLATE PM 409325-X)= POST ASS VERTICAL 2 9/32 070 NIN 3 3/15 o00 o 0 000 7/ 16 jl PM 407603-0001• CENTER HINGE STEEL DOGS ATTACH TO DOOR WITH 4 SCREWS PM 6059 11 -0001 9 U2.765 t56 DIA F- 3.00- • .375 DIA PM 508069-0001 PIN L•---.{- 1 3/4• 3/9•—.•I , 3/4' may' -J1 1 ' H• MIN o Hi32• Oe' 070 0 0 oO10e MIN-4-4. 10eMIN-4— 3 31j/ 16 0 PM 405964 ! 046450• 9RA0CET• SCAB PM 405964-0002. ERA00=7• SCAB JOINT O O PART. IJ.6ER •l• PM 407505-)O=. DO. HINCE 405964-ODO1 3-1/4 RESID. STEEL OOCIS 046450-0003 4• I• AW1 NA[IF71 x 407005- 0002 .85 Ste$ BRADI E T DETA I C S 4075- 0001. wn0s-aoo4 t.333a 407WS-0005 1. ATTACH TO 60WITH T— eo 9 H r E Cn L.E FL 4a L E24 '• G: CREWS PM59tl( 4 i -: 44 .44 P/N 404828- 0003 ROLLER ASSY, TR-1 TR-1 ROLLER LOAD: 50 LEIS MAX. t.25 11.-•—. 1e7 3.. 25 F2. 50.i REF I I 00 4.00 O 25 I O L N- 375 DIA 4 HOLES P/N405379-ODO1 LINO PM 40ee76-0001 aPPCR7 LATE m r K . 440 4 44w1r ri'J• . .".a. 1 wYw y Y1M 014lQ1 1 w4r wwm ll, rrr rr 4woO.oww w tt m PM4066e0-0004_5.6 PM 005e79- OOOI(SELF-CRILL INCT' c' SECTION 'G-G' STEEL StRAS 119' WIDE DOORS) WA DAVID FAW 02/ 19 rw lw EACH DAVID.. FAW 102119 ISO e•-p wx: rp• I E- ONE BY WOOD — BUCK BY OTHERS CAW( BETWEEN WINDOW FLANGE k WD00 BUCK CONCRETE OR BY OTHE OPENWCerOTHERS EXTERIORFINISH BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER FITM WINDOWHEIGHT FLANGE TYPE WINDOW FRAMESILL PERIMETER CAULK-\ BY OTHERS ONE BY WOOD BUCK BY OTHERS 1 1/4" MIN. 1 EYRmYENT SHIM AS REO'D SEE NOTES) d CONCRETE OR MASONRY OPENING BY OTHERS N) INSTALLAnON ANCHOR 3/16" DIA TAPCON SHOWN PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK k WINDOW WIDTH MASY OPENING BY OTHERS EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FLAN FINISH SECTION 2 WOOD BUCK BY OTHERS WINDOW WTH. A B C D E WINDOW HGT. F G H I CAULK BETWEEN WINDOW FLANGE k PRECAST SILL WITH VULXEM PRECASR 5111 I,B ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION 1 CrNERAI NOTES 1) SHY AS REO.0. AT EACH DG ALLATION ANCHOR WITH LOAD BEARING SNIP. MAX. ALLOW'AAE SHIM STACK TO BE 1/4 3) WINDOW FRAME WTERML• ALUMINUM ALLOY 6051. 3 USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS SELL MUST BE ATTACHED To THE SUBSTRATE WITH VULNEM 115 ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF WUKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND IXTERIOR OF WINDOW FLANGE. 6) MASS TMD04ESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHARTS. SINGLE GAZING IS SHOWN. INSULATING LASS IS ALSO GUALIFTED, 7) GENERAL ALUIONUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPUES TO THE 1540 INSULATING GLASS SINGLE HUNG SERIES. Skau AS REO'D SEE NOTES) RUCK WIDTH INSTALLATION ANCHOR 3/16" DIA. TAPCON 1/4" SHAYSHOWNFLANGETYPESPACEMAX CAULK BETWEEN WINDOW FRAME WOOD BUCK k JAMB MASONRY OPENING BY 07KMS d 1 1/4" MIN. EMBEDMENT 1/4" SOY SPACE MAX BUCKHEIGHT SILL STOOL BY OTHERS 1-f1 ELEVATION VIEWED FROM EXTERIOR C,(E iT F-AL v FLOR yED.,IL fly.+O.aF. a4( KRILL\ UC kC CIREEt 1 1til7:Ci i 0—CWEOAN AN HUMIA) LM Tv. A RTPR Mr-4 --a 1 COMPARATIVE ANALYST ON CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE CINCHES3 CAPACITY IN PSF LOCATIONS SIZE 1 DT11/HEIGR EXTER1011 INTERIOR NEAR JA105 t2 16 to X t6 n 0 B G 1] t6 to % 3a 3n 75 76 B F,G 14 17 1n X 50 'A ss 59 a F,c 1N4 16 +n X 54 VII S• a I,G 14 5 If In X 55 6n 32 52 B F.c 15 16 +n % 6] 43 45 B F,G 16 16 + X 72 40 40 F C 11K3 1/7% 26 +n 3/1X3e • 51 51 ea C 1H4 26 In X 50 M 44 M 9 FA 1 H4«4 26 +n X 54 6n 42 42 B F,F. I Hs+s 2f +n X 55 6n 41 41 a F,0 1H5 26 to X 13 40 40 a F,G 1 6 % 40 40 FC 30 1n X 26 56 aF. 30X3 30 1/2X - 44 B F,C 3OX4 30 ,n X 50 6n 40 40 a F.0 3OX4+4 30 1/2 X s4 *A 40 40 B F,C 3CX4+5 30 1/2 X 55 6n 40 40 B F. Imp 30 1/21 63 40 4040 a F,Gremi v 37 % 26 1 51e 23 37 X 36 3/6 40 40 B F,c 24 37 X 50 SA 40 40 S f,C 24+4 37 X 54 V6 40 40 8 F.G 24+5 37 X 53 N 40 40 a F.c 25 37 X u 40 40 a FJ;HJ 26 7 % 77 40 4626 4a 4 B F,0 4b16 4a X 3a 2n 40 40 B F.G 4e50 46 X 30 6A 40 40 a F.G 444+4 46 X 54 An 40 40 a F.G.MJ 464+s 46 X 55 A 40 40 a F.C.MJ 4e63 46 X 63 4A X 72 4040 4040 B F,C,HU 3: 53 1n X 2 6 45 45 a F.G 33 53 +n X 35 A 40 40 a F.G 34 53 +n X 50 SA 40 40 a F.O.HJ 34+4 53 1/1X 54 6n 40 40 B FAJ4 34+5 53 +n X 55 6n 40 40 a F.GHU 35 53 1n X 63 40 40 a F.C.Kj 36 33 , X 72 40 40 a FAKI ROLE: I) SM WAVER RESISTANCE TEST REOULEYENT OF 15X OF DESCN LOAD APPU ES. POSITIVE DESIGNLOADSWILL ¢< LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. LL2) INSTAATImt RANGE FRAME WINDOW N CONCETE O1 MASONRY OPENING USE 3/16CA TAPCOM ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPOON LOCATIONS 4) INSTALL FB SCREWS OF SUFFICIENT LENGTH TO PRONDE 3/4" YIN. ETABEOYENT INTO WOOD BUOC AT ALL O7RER FACTORY APPLIED INSTALLATION HOLES WOR O 5) IFEXACTNOMSEEISNOTLISTEDINANCHORCHANT, USE ANCHIANTITY LISTED WITH NEXT LARGER SM FOR THE APPROPRIATE DESIGN PRESSURE REO*O. 6 M ' 1001 \. TNXbF a • Cwmb.. TE 75M • /A. 1. II1M • OdbL, T2 TS91 o4AM 0LZJ4I+ t0+ ASSEMBLY DRAN9NG SERIES 1440/ 1540 ML SINGLE HUNG WINDOW _ 4Ar n o.a1 n cut RE) N/ A O1 _ 10/ 26 D+R7 PREPAI® n: PRODUCT TEO OLCCT CON/. 250 INTIMNATtOU M. SLOE 250. NFAD . RORG. 327.6 P11016 407 605-OW CAULK BETWEEN w000 — IQA ANCHOR BUCK • uASDNRI IAPCON OPENING Bl OTHERS ONE e1 -DO()CRE TE OR BUCK B* OTHERSONRY OPENING OTHERS HIN AS REO'O SEE NOTES) jf CAULK SETwEEN wwDo. FLANGE e MOW BUCK YINuCNT 1/A' uAx STUCCOS B1 OTHERS PEFImETER CAULK BY OTHERS RAZING NINEIi i B1 OTHERS BUCK -DTH 1/A- .'. S.. SPACE SHIu AS RE O'D SEE NOTES) I ENBCDuENT FLANGE IYPC c.AK BET-EEN wwDow FR..E 4 WOOD BUCK e IAMB Q SST OPENING B1 OINCRS Q A ZING INSTALLATION ANCHOR G 3/I6- DIA TAPCW ONE 01 w000 BUCK BY OTHERSTSHMI $PACE Ex TERIOR / CAULK BC 7wECH PERMITTER CAULK ww00n FIAFIGI Bl OTHERS WOOD BUCx CONCRETE VANDOw -0IN OR MASONRY OPENNG By OTHERS MSECTION w„ MANEOTHERS HEAOCR WINDOW HEIGHT r'-- WTH. — A — l"' I C d p E_ 1 2 WINDOW H / HOT. F G 3LE SILL STOOL THE PS u e PRECAST SILL W TH WLKEu 116 ADHESIVE CAULK OR APPROVED EQUAL SECTION t 1 ELEVATION VIEWED FROM EXTERIOR 4= rT — COMPARATIVE ANALYSIS k TAPCON ANCHOR LOCATION CHART W DESIGN PRESSURE TAPCOI] ANCHOR IN PSF LOCATIONS HES CAPACITY lHT Ex TERIOR wTER10R HEAD IAA.BS 0 E F.G Ta05eO 0 56 16906CH. '.G 0 A B n 0 65A,BFG AAOA.e AG AU A.B F.G 2A x Si AO A,B 0 E r G 2• x w 0 AO a,B D.C.F,c 7A a 72 AO A,B D El,G SZ x AD 0 A.B ° CI,G 16 x :. AO 0 AOA B O.C.F.G 36 A e AO •0 B D.CI.G 31 x 72 0 40 A, B D.[,F,G e a 24 40 40 A.B D Ej.G Ae x A6 40 0 A B OE .r,G Ae A Go 40 0 B r.G 64 x 2- AO AO A,B F.G 77 x 3e 40 0 72It60400 73x161AOCENTRAL FLOREDA B. O. A. F. MANUFACTURER NAME: GE, N'Rar Awr(rurt CENTRAL NOTES' MASTER IEAF' 1) SKI. AS REDO AT EACH INSIALLAII°N ANCHOR w17H LOAD BEARING SHAY, uAx. ALIOwARLE SHMI STACK TO BE I/A'. 2) wINDCIw FRAME "TERM: ALUNINUM ALLOT 6063 3) USE LATEx CAULK BEHIND wwDOw FLANGE Al HUD a JA1185. SILL uu57 RE ATTACHED 10 IKESUBSTRATEYRTHVVLK(u 116 ADNESNE CAULK OR APPROVED EDUAL. A) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAMC SILL MUST COu PIT NTH SEALANT mMUFACTURER• S RCCOyuENDATIONS 5) USE LATEx CAULK FOR PER1uETER SEAL AROUND ExTERIOR OF w1HO0A' FLANGE. 6) GLASS THICKNESS "I VARY PER THE REOu1REuENTS OF ASTu EISW CLASSE CHARTS 7) ERE KALIER RESISTANCE 10 00 SOUORUEEu TOT OF 15% or TESTCRAGS RE DF60 PST ACHIEVED S. POSITIVESITESTPENING USE 3/1i• CIA. wSIALR LATION FLANGE FAMEwwDONINCONCRETE OR MASONRY O TAPCON ANCHORS OFSUrFgIENILENGTH10PROVIDEuINI-1/A' ELIBEDuENT INTO SUBSTRATE AT LOCATIONS SHOwH ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS uIN EuBCDuCNT INTO w000 BUCK 10) INSTALL RISCREWSaSUFFICIENTLENGTH70PROVIDE3/•' AT ALL EITHERFACTORYAPPLIEDINSTALLATIONHOLES6FACTORYAPPLIEDX[•i5 ARE N01 PRC5C.1. 5 SCREwS SHOULD BE PLACED AT NAa• 6" FROM CORNERS a UAx. 24' O.C. 11) IF E%ACT vKNDOw SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTIT' LISTED «tin NE-7 LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REDD 12) GENERAL 1450SERIESPICTURE "NWw IS SHOwN THIS PRINT ALSO APPLIES T= THE 15% SEPQS IDDI W. CmbY CE. • CGItttM- n 7M • F.o. 1.. etmT) • DdFI. 1 IM. L(10Ar RAY• INSTALLATION [.--TAIL SERIES 1.50/ 1550 F_ANGE PLV CA. w 91 OAP 7 8g N/A IIn• " ECM _ 1_'n!0; B GErI.''_ SHEATHING CAULK BETWEEN FIN BT OIrER$ B SHC STING $I1IM AS RE 0'0. SEE NOTES) F8 LNS1ALA11ON ANCHOR J 1 YIN. IN TYPE jCR[N $MOWN (ITT, I EMBEDMENT VyI"Do. FRAY[ EXTERIOR JAMB Fwl$H 2 z WOOD BY OTHERS BY OTHERS P[RIMETER CAULK 6Y OTHERS I IB VAnON ANCHOR SCREW SHOWN (Tro.) XO 2LYODBY OTNCRS CAULV ' ETWEEN lSHE/ a FIN BY 0.. RS I' YIN C. BED -ENT I FIN Iro[ WJVDDW J I S/IIY AS REO'D.— FRAME HEADER (SEE NOTES) \ SHEAIHNG BY OTHERS WINDOW WIDTH EXTERIOR FINISH BY OTHERS TRI EXTERIOR . PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT TWINDLIW WTN.- yANCHOR (TYP.) 0 0 0 FIN TYPE WINDOW SILL STOOL O O 2 FRAMESELLSILLOTHERS24- O C MAX. (IYP.) 0 WINDOW T_ EOUALLY SPACE ANCHORS (TYP.) HGT• O O O / 0 PERIMETER CAULK BY OTHERS SHIM AS REO'D o SEE NOTES) o 0 o O O 6_ WAX (Tro ) 6 SCREW INSTALAROtN 2 z WDDO ANCHOR SHOWN BY DINERS TYP.) j 15' MAX. (TYP.) WINDOW FIN CAULK BETWEEN EXTERIOR SHEATHING ELEVATION FINOT MIN BY OTHERS CMBCDMENi VIEWED FROM EXTERIOR BY SHEA"' SECTION 1 BY OIHCRS CEANERAI 41_ 1IM7NuM __ COUPARAIIWE ANALYSIS 4 ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF /6 SCREWS NO OF 0090 DIA. MAILS SRC (INCHES) CAPACITY IN PST REO'D. w FRAME REO'D. IN FRAME wOTH/HEIGMI EXTERIOR INTERIOR MEAD SILL O•EA. JAMB MEAD SLL O EA JAMB 16 a 30 09 09 2 2 2 2 15 X . D 63 53 2 2 3 2 1 3 16 X 50 63 63 2 2 3 2 2 3 7 ZO X 30 66 66 . 2 2 7 20 X . O 73 73 2 7 3 2 2 20 X 50 59 59 2 2 3 2 2 20 R 2 7 N 26 R 30 7 26 ..0 52 52 2 2 3 2 2 3 26 a 50 6 6 I 2 3 2 7 1 7 A 30 A 30 7 2 2 2 7 30 X AO 9 52 f 22 3 2 2 3 30 a 50 3 3 2 2 3 2 2 2 7 3 2 2 s X ] 0 36 A . 0 1 0 1AO 33 2 3 3S 3 36 X 50 AO 40 3 3 3 3 3 3 3 3 3 3 5 10 a 30 0 0 7 0 a . 0 0 0 3 3 3 3 3 3 40 X 50 AO 40 3 3 3 3 3 3 33 3 3 5 1) SMw AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITM LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/1'. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL a,JAMBS. USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY WARY PER THE REOwRENEMTS OF AST E130D GLASS CHARTS. SINGLE GLAZING IS SHOWN. wSuLAIwG GLASS IS ALSO OUALUFIED. 6) N. ERE WATER RESISTANCE TEST REOUINEYEN7 OF 151 OF DESIGN LOAD APPLIES. POSIIIWE DESIGN LOADS WILL BE LWITED 10 400 PSF DUE TO WAICR JEST PRESSURE OF 60 PSP ACMTE1`ED IN TEST 7) INSTALLATION. FIN FRAME WINDOW IN NOOD FRAME OPENING MIN 1N0 BY WOOD STUDS. USING 0090 IN. DIA NAILS (II F6 SCREWS Or SUFFICTCNI LENGTH TO PROVIDE YIN 1• EMBEDMENT MID SUBSTRATE 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR ODANTITT LISTED Ulm NEXT LARGER SIZE. 9) GENERAL ALUMINUM'S I140 SERIES SINGLE HUNG IS SHOWN THIS PRINT ALSO APPLIES TO THE 1940 INSULAIING GLASS SINGLE HUNG SERIES IOD1 W. ET" IW • Cwd& n TE ?= • PA. 16. 119027• CAM R MI M.F g1[AII.M ASSEMBLY DRAWING SERIES 1140/ 1940 TDL SINGLE HUNG WINDOW aA.. n c—P F• M.M gg NIA G.TE S_IR.W901. 9. Ea Fno w1/05/01 B PGEN-OOt3 1' MIN SHEArntMG [ MttltM[NT y' Br DINERS CAULK REMIND FIN C.IERIOPFINISH II OTHERS PERIMETER CAULK OIHERS FIN TYPE vINDOv ro E ME AD[R GLAZINGSCE -01ES) EXTERIOR rim I PC FRAME Sit PERIn[TCI BY DINER EXTERIORFINISHRIOTHER CAULK RI SHC A IMIN•, IT OTMCRT 3>ii m WINiIOv v1D1M U/.• NA. r SHin SPACE 2 . RY WOOD 11 OTHERS SHIN AS RCO' D9ExTERIOR 2 X WOOD B1 OTHERS rim TYPE WI 0 INSIALLATI rPAMC JAMB/ AMC MLR SCREWI. L All. 1' MIN SHIM AS RCtrD ( SCE NCMI[ OMCNT T I/.• MAX, SHIN SPACE iIT 2 INSTALLATION - RC AMCHORSCREWf INISM EAULK tCHIND FIN BY OTHERS SECTION 2 sHE•INtNG RY OTHERS WINDOW WIDTH WIN DOv HEIGHTc o c;,-. a T o 0 2•' O C MAXj ( TIP.) J_ o 0 2 WINDOW / M[ IGMT 0. SCO' D 0 1 6' MAX. (TIP.) SHIM SPACE ELEVATION 3 INSTALL Ar1O) vIEvED FROM EY.TERIOR ANCHOR SCR[v 2 X WOOD IT OTHERS COMPARATIVE ANALYSIS & ANCHOR CHART WINDOW DESIGN PRESSURE NO Or .B SCREWS NO Or 0099 DIA NAILS SIZE INCHES) CAPACITY IN PSr REQUIRED IN FRAME REQUIRED IN FRANC vIDImimEiGmf EXTERIOR INTERIOR HEAD L SILL EA JAMS HEAD L SILL CA JAM3 20 . > o D 0 2 2 2 2 20 X .0 0 0 2 3 2 2 20X50 0 0 2 3 2 3 60 2 7 30 . 30 0 0 2 30 40 40 0 2 3 2 3 30 X SO 0 0 2 3 2 3 0 0 2 3 2 D 0 40 2 0 X 40 0 10 3 7 7 3 40 X SD 0 0 3 3 40 X 73 3 S SD 30 0 40 2 SO a A0 0 0 3 3 3 SD 70 0 10 3 3 10 . 6D 0 7 0 CENTRAL FLORIDA R.®.A.F. MANUFACTURER NAME: 61 A/r/M/nl[/r1 MASTER FILE # . Ili WHERE VATCR RESISTANCE TEST RCOUIRCMCNT Of 13% Or OCSIGN LOAD APPLIES. CISITI VC DESIGN LOADS VILL BE LIMITED TO .00 PSF DUE TO WATER TEST RESSTUDS US (G 60 CR • CMIC WCD IN TEST. 2) INSTALLATION FIN FRAM[ WINDOW IN WOOD FRAME OPENING WITH TWO IT WOOD STUDS USING .8 SCREWS Of SUFFICIENT LENGTH TO PROvIOC MIN 1• CMBC DHENI INTO SUBSTRATE OR Q099 IN DIAL MAIL S 3) IF EXACT vINDDv SIZC IS NOT LISTED IN ANCHOR CHART. USE DUMMY LISTED VIIN NEXT LARGER SIZE. A) SHIM AS RCO'D ADJACENT 10 EACH INSTALLATION ANCH t WITH LOAD BEARING SHIM COUALLY SPACE MAX. KL.VABLC SHIM STACK 10 RC 1/4'. ANCHORS ( TIP.) S) WINDOW FRAM[ MATERIAL, ALUMINUM ALLOY 6063. 6) US LATC. CAULK BCHIND WINDOW FIN AT MEAD. SILL L JAMBS. 7) uSC LATEX CAULK FOR PERIMETER SEAL AROU N D EXIERIO( Or WINDOW rLANGC III Ci ASS TMICKHESS MAY WART PER REOUIREMENTS Or ASTM E1300 GLASS CHARTS SINGLE GLAZING IS SHOWN. INSULATING CLASS ALSO QUALIFIED. 9) GENERAL ALUMIWMS 1100 SCRICS PICTURE WINDOW IS SHOWN THIS PRINT ALSO APPLIES TO MIT SERIES PICTURE vINDOv. CAULK LCIVECN- WOOD LUCK L NASDNRY OPENING IT OiHERS- CALLK IEI VEER WINDOW IFLANGELvpDD LICK CONCr R.CnIC ORMASONRY \ OPENING By DINERS EXTERIOR FINISH - 11 D7HERS PERIMETER CAULK L, DINERS FLANGE TYPE - WINDOW rRA.E MEADER WINDOW EXTERIOR EIGHT ONE Br vOOD NOTES RUCK B1 OTHERS 1) SHW AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARINy SHN 1NA1. ALLOWABLE SNRM STACK TO BE 1/1-. IN$TKtAiION ANCNARWS7CIAIAPCDN3116 7) W,NDOw rRAANE MATERUL. ALUMINUM ALLOY 6063 USE LA7EX CAULK BEH,NO WTHDOW FLANGE AT HEAD. SILL • J 135. A) USE LATEX CAULK FOR PERM,ETEP. SEAL AROUND EXTERIOR OF Y 00" FLANGE. SHIM AS RE O'D SEC NO T, GLASS inICKNCSS WAY WARY PER THE RCOWREMCNTS OF ASTu C1300 GVSS CNWtiS 61 DESIGN PRESSURE CAPACITY Cr VINDOV a INSTALLA710H IS LIMITED IC AOD P. I 71 FOR INS I ALL AXON Of FLANGE FRAME WINDOWS IN CONCRETE OR wSOcT OPENING. USE 7/IL" DIA IAPCON TYPE ANCHORS CJ SUFFICIENT LENGTH TO PROVIDE .IN 1-1/1' CnBC DNENi IN70 SUISiRAI[ PLACC ANCHORS i' MA FROM CORNERS L 2A' CC. MAX RE WEEK Q I -I/.• B, lull. DOWN AROUND CURVED PORTION or WINDOv rRAME TO TIE ENGINE?RED IT 07HERS. EMINEMSCONT MILD DOWN MUST IC Or SUFFICIENT STRENTM 70 ADEOUATCLY TQANS:ER LOAD FROM VINDOv TO THE STRuCI1RE RI ELEVATIONS SHOW COMMON CONFIGURATIONS IT IS RAT INTENDED TO LMI USE OF IHIS 1/.• H.:. PRODUCT TO THESE TWO CONFIGURATIONS THIS SHEET APPLIES TO ALL CONFIGURATIONS SMIM SPACE THAT C- IE MANUFACTURED FROM THE IA 50/1550 SERIES DESIGNER rNED VIMOO. f RAYING SYSTEM. CENTRAL FLOREDA B.O.A.F. MANUFACTURER NAME: i'_cNelq }L_/4/ tilyfNuH MASTER FILE # 2 CAAIPL H». SCE MOTES, FUCKHEIGHT SHIM AS REDSCEMATES, fIANGC li[ VINDOW FRAME SILL O E Ir ,DOD rOTHERSrITRONCR, EALLK a EXTERIOR FINISH a OTHERS CAULK IE7vEEN WINDOW FLANGE a WOOD TUCK COSNCRETE OROURYOPENING I, DINERS CAULK BETWEEN WmD IUCK L MASONRY OPENING 11 OTHERS SECTION i S11SMNMMl 1MAXSPACC 1-1/4' KIN J EMIEDEWI INSTALLATION ANCMAR 7/I6' CIA IAPCON WEIGHT 1 1 H:tGHT 2 T 1 WINDOW WIDTH , ELEVATION VIEWED FROM EXTERIOR tlLa NIIM— ,/ M' NA L SHIN SPACE SHIN AS ,EO'D ,-1/.• .1. SEE NAILS, EM3EDKCN, rLANGC IT- EALLK I.E.I[ WINDOW rRANE WOOD RICK a JAHI HAS'I OPENING d 1, OTHERS WINDOW HEIGHT 4 4•TIXG ,I»I INSTALLATION ANCHORff[ p1CSM 4 3116, DIA IAPCON ONE LT WOOD iCR EAWLK KKK Lr OTHERS 3, 01LrOTHERS EXTERIOR rINISH7 CALLK BE, WEEK I 07HERS WINDOW FLANGE mD TUCK NAIOV VIDIM COKRETc OR MUSORr OPENING SECTION 2 3, OTHERS H I I I 17 71- IfL Y;C :'-ICE vIS17M I i, I ECN I f-i WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR AMR&W 1001 Y. Ct-q Ie • CrwI1WL n 7500E • P.O IP 1I5077 • DVI,n. n TSUI P.- 6 .1M 114 TALLATiON DRAWING ONE BY BUCK SERIES 1450/1550 DESIGNER PICTURE WINDOW 3120102 I B I GEN-0025 SHEATHING BY CT.ER! CAULK ei EXTERIOR F 0V OTHERS PER.[ TER CAULKDTOTHERS FIN TYPEFRAMEHE GLA}INO (tYP.) EXIFgoq SEE NOTES FIN TYPE — FRAME SILL / PC RIPE TER GALRK ---/ DT OTHERS e INSTALLATION J ANCHOR SCREW (TYP.) CA IR:OR FINISH — BY 07HERS CALK BEHIND FIN - SHEATHING BT OTHERS BUILD ODWN BY OTHERS INSTALLATION C.OR SIDTEW (TY- SHIM AS REDD SEE NOTES Ip- MAX. S.I. SPACE T WINDOWEIGHT MAX, SHIM SPACE SHIM AS REOL SEE NOTES t" IRK 7 X FRAMING EMBEDMENT BY OTHERS SECTION 1 U1) DESIGN PRESSURE CAPACITY OF wNDOW a INSTALLATION IS ADD PSF. 7) INSTALLATION OF FIN FRAME wtOOW IN 'WOOD FRAME OPENING wTH Two BY WDOO STUDS. USING OC99 IN DIA NAILS PLACE 099 NAkS 6- FROM CORIIER5 MAX 4, 6' OC MAX. BETWEEN 31 FOR INSTALLATION OF FIN FRAME WINDOW IN HOOD FRAME OPENING MTN Two BY W000 SIUCS. V-"C A SCREWS OF SUFFICIENT LENGTH TO PROVOE NIN, I IN EMSEOMEHT INTO SUBSTRATE. PLSCE SCREWS 6' MAX FROM CORNERS 61 7A- GC Y X BETWEEN SHIM AS REO'D Aa.-ACE\T TO EACH INSIALLATION WNCNOR WITH LOAD BEARING SHIM. MAX ALLOWABLE SHIM STICK TO BE 1/4. A) NDC- FP—E MATERML: ALUMINUM ALLOT 6063. 6) USE LATEX CAULK BEMWO MNpOW FIN AT MEAD SILL f JAMBS. 7) USE LATEX CAULK :OR RERIMETER SE71` AROUND EXTERIOR OF MOO. FLANGE a) GLASS IMCKNESS MAY VARY PER THE REOLRREMENTS OF AST. E13M GLASS CHARTS 9) BUILD DOWN AROUND CURVED PORTION OF "CO. FRAME 10 BE ENGINEERED BY OTHERS, BUILD DOwH MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS HOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE Two CONrICRIRAIIONS, THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAM BE MANUFACTURED FROM THE 11 oo/1900 SERIES DESIGNER FIXED PICTURE WINDOW AMFRING SYSTEM, CENTRAL- FLORIDA B•O.A.F. MANUFACTURER NAME: 4 PIVERAL. Aa MASTER FILE # MNDOW wOTH wNDOW _ HOLHf O O O ! O G ELEVATION VIEWED FROM EXTERIOR el d.T-zkz SHtY SPACE HIM As a[o'D TWO BY FRAMMG SBT oTMEas . FIN TYPE FRAMEJAYSY EMBEDMENT r I SMEATwG By OTHERS OLADNC ( TYP)tjS CAUL( BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS wSrALL• nw AMCHOR SCREW (TYP.) WWDOW MDT. PERIMETER CAU" BY OTHERS SECTION 2 WINDOW wDTH I O O' HEICHT 0 // O ' MEICR17 / 1 2 1-- mi ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN HOOD BUCK ! MASOIRT OPENING 6r OTIERS ONE BT WOOD BUCK BY OTHER CAULK BETWEEN —DON, QRANGEfWOODBUCK CONCRETE OR Q MASONRY OPENING BY OTHER EXTERIOR FINISH BT OTHER / PERIMETER CAULK) BT OTHER FLANGE TYPE DOW FRAME HEADER WEIGHT .EIGHT EXTERIOR FLANGE TYPE 00 FRAME SILL PERMETER CAULK BY OTHER INSTALLATION ANCHOR 3/16- CIA TAPCON SHW S REOV SEE NOTES) EMBEDMENT a 1/i SHIM - SPACE UAx BUCKHEIGHT i pp Q a PRE CAST SILL BY OTHERS J CAULK BETWEEN WINDOW FLANGE R PRE CAST SILL W7M VJLKEY SECTION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD B5OO AOHESIvE SEALANT NOTES BUCK WIDTH FLANGE TYPE 1/i yRY WNDOW FRAME_,SPACE M JAMB HI ONE By r000 i BUCK Of OTHER EuHEDuCNI SHW AS R[O'O SEE NOTES) CONCRETE OR SONRT OPENING BT OTHER uNSTµLATON ANCHOR 3/16' CIA CAUL eE TAPCOn By OTHER CAULK \I Dr OTHERS I I Y\ CAULK BC7r,ECn 1 DOW WDTH WOOD BUCK k MASONRY OPINING ByOTHERS EXTERIOR CAULK BETWEEN ERORDOWFLANGEEXTEINBySMCR WoDO.8001 SECTION 2 ANCHOR (TTP ) N J K CH7 BIGH7 1 T M1i4DOW 1) SHIM AS REO'O. AT EACH INSIALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4' 2) WINDOW RAPE MATERIAL: ALUWNUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUµ APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCREE-MOREHEAO 8500 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION S) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) CLASS THICKNESS MAT VARY PER THE REOUIREMENTS OF ASTU E1300 GLASS CHART SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO OUALINED. 7) GENERAL ALUMINUM'S IABO SERIES MODIFIED SLIDER IS SHOWN THIS PRINT ALSO APPLIES TO THE 15L0 SERIES MODIFIED SLIDER INSULATING CLASS 0) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAM[ WNDOW IN CONCRETE OR MASONRY OPENING USE 16- SA IAPCON ANCHOR OF sUmCI<N7 LENGTH TO PROVIDE YIN,1-1/< EMBEDMENT INTO SUBSTRATE AT LOC•71CN SHOWN ON CHART. S) SEC ELEVATIONS FOR KEY 70 IAPCON LOCATIONS, 10) INSTµt F6 SCREWS OF SUFFNJEMT LENGTH TO PROVIDE 3/4' MIN EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION HOLES WERE 7APCONS ARE REOD I') R EXACT WMOOW SIZE IS M07 US7EO IN ANCHOR CHART, USE ANCHOR OUANTIlY LISTED WTH NEXTLARGER <.4. ELEVATION VIEWED FROM EXTERIOR 0 F1 2 COMPARATIVE ANALYSIS EE TAPCON ANCHOR LOCATION CHART VANDOW SIZES DESIGN PRESSURE APCON ANC)(O.R LOCAEION INCHES CAPACITY IN PSF REO'D. IN FRAME VADTM/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 110 H,K A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 X 48 40 40 H,K A,G 36 x 12 40 85 H,K A,G 36 X 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K A,G 36 x 48 40 40 H,K A,G 36 x 55 40 40 1 H K A B,F.G 48 x 1 2 40 77 H!KA,G 48 x 4 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 It 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 SS 1 40 1 40 H,K B.C.D,F,G CENTRAL FLOREDA B. 0. A. F. MANUFACTURER NAME: MASTER FRE # 8 Im1 M. [, 4 • Wl+NL D 75001 • Fd V IH6IZ • GRXu D 11Y1 INSTALLATION OWC. MASONRY w/ ONE BY BUCK SERIES 1180 MODI ED HO{L70NlµSLIDER WINDOW 0A 7[ OR WO NAA•[ 3'Zl OL. R•rt [•.• am I R. 3/20/02 I rEN0027 t..aR X...oKl nur•NIe• Nx•., :W-rt•Io... ... wn >W a.l.r..•w. vr.A •-eH IHNI Nn-eK> ••• wn No-•-• SHEATHING CAULK BETWEEN FIN By Q SHEA-,NG OTHER 4 SCREW !NSTALATION 1 MIN j EMBEDMENT ANCHOR (rYP,) 2 x FRAMING Ex TER1CR FINISH ET OTHERS BY OTH•.ERS ERIVETE; CAULK BY OTHE; 1/4MAX. r5H1M SPACE F! N Tr=E WNDC It $H1u AS REO-D FRAME HEADER SEE NOTES) WINDOW EXTERIOR HEIGHT I INOOM E IIIIFRAMESrL—j SILL STOOL BY OTHER SHEATHING 2 % FRAMING r B1 OTHER BY OTHERS 1 CAULK BETWEEN 55 I/ A MAx SHEATHING It FIN SEE rAiOTESj D ``-wu SPACE By OTHERS FIN TYPE I'MIN. WINDOW FRAME ' EMBEDMENT JAMB r6 SCREW INSTALATION ANCHOR ( TYP.) WINDOW W' IOTH Ex TER10R FINISH By OTHERS T RI R PERIMETER CAULK BY OTHERS SECTION 2 6-MA%.( TYP),- EOUALLY SPACE 1 ANCHORS ( TYP. I I Ij O MEAD, 9LL. x +{I JAMBS) PERT,=TER CAULK) L 1/ A• 4Ax, B1 OTHER SHIM SPACE IB e: REW SHIM AS REO'D 18S' LATION ( SEE NOTES) WINDOW \ x TE; O (TYP.) 2 A FRAMING FIEIGHT \ By OTHERS \ x TE: OR F.NIS- \ BY 0- 4ERS —CAULK BETWEEN WINDOW FIN ¢ S HE A-ING SHEATHING Y C' nER 1 MIN EMBEDMENT SECTION 1 1 NOTES 2. o C. 1) S. t- AS RZVD. ADJACENT TO EACH INSTALLA7:0% ANCHOR WITH LOAD MA.(1-', BE.RING SHIM MAX ALLOWABLE SHIM STAC TO Er 1/4; 2) w:- 3OW FRAME MATERIAL ALLOT 6063 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD .SILL t JAMBS. A) USE LATEX CAULK FOR PERIMETER SEAL ARC -:ND EXTERIOR OF WINDOW FF;uE. S) G_ 35S THICKNESS MAY VARY PER THE REOUI=EWINTS OF AST, E1300 9'•.XE RAZING IS SHOWN. INSULATING GLASS IS ALSO OUALIFIEO. DRAMNG APPLIES TO wSTALLATK.1 OF FIN FRAME w.1`DW w WOOD FRAME OPEr-C Two BY WO00 STUDS USING 099 w aA NA:-S y q SCREWS OF 5UFF1MNt U •.;M70 PCWDE MUD :• EM?ED,EH7 wtp 5U!i1Ra:? 71 IF ?! aci WN7-W 9ZE IS N0T LISTED R1 CHART- -.SE A%CNOR OUANTITY LISTED wTH LARGER SiE6) 6'•:: Al LUV.Nuu'S "SO SERIES HORIZONTAL 1. Ore ,S 5.•OWN- MS PRINT ALSO AF:-ES TO T-E 1980 wSULATNC CLASS HA-IZOI.:AL SEDER SERIES ANCHOR (TIP,) WINDOW vAOmT ELEVATION VIEWED FROM EXTERIOR....... COMPARATIVE ANALYSIS & ANCHOR. CUANTITY CHART 9RNDOw SIZE DESIGN PRESSURE 18 SCREWS REDO 099 NklS REDD INCHES) CAPACITY IN PSF IN FRAM: IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 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 % 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 LENTRAL FLOWDA B.O.LF. MANUFACTURER 1 ' li' MASTER h, GKb lam .. TN+ 1 M..tenbA n 150o[.r.a r uTan•ara n is91 INSTALLATION DRAWING WOOD FRAME STRUCTURE SERIES 1150 / 19!0 MODIFIED HORIZONTAL SLIDER D•H CLAD F=.L[ B6 N/ A 10, 1'", O-1[ 0 NvA[• I DPI[ I1- •n.T+D. ., I I -w 03/ 11/ 02 GEn-002! MULLION ANCHOR BRACKET WINDOW FRAME JAMB TYP.) INSTALLATION MULLION ANCHOR ANCHOR TYP.) BRACKET CFANTFcAL FLORA B.0. MANUFACTURER NAMM a DWG No: GEN70452 GA P MULLION II I DIE NO. 1445 I II I I II I I II I I II I I I I SYER FbYE# II 8 SELF TAPPING ° SMS (TYP.) o SUBSTRATE MULLION DIE NO. 1445 SECTION A- A v EXTERIOR ELEVATION ov v v v a a a n o v 8 — SECTION B-B INSTALLATION ANCHOR TYP.) L SEE NOTES 2 & # 3 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 TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 AREA: — — — — DRN: JS APRvD: — — — — DATE: 3/1 % O2 WT/ FT: SCALE: MATE: — — — — DwG NO. GEN-0452 HALF - PRFPARFo Rr. PRODUCT IECNNOLOGT CORP. 250 INTERNAnONAL PKWT. NEATNROW. FLOMDA 32748 PNDNE 407-805-0565 FAX 407-605-OW 4 k it, GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WDW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020039 12-Ian-2002 01-1201 44 rS GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPUCAnON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW. FLORIDA 32746 PHONE 407 805-0. W / FAX 407 805-0. W CA020122 FEB. 19, 2002 02-0217 A r( 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 MUWON #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW. FLORIDA 32746 PHONE 407 805-03651 FAX 407 805MW CA020123 FEB. 19, 2002 02-0217 MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION vCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MUL_LIUN DIE NO. 1446 SECTION A- A V`JLLION D;_ N0. 1446 I II I I II I I II I I II I I I I MULLION INSTALLATION ANCHOR ANCHOR BRACKET (TYP.) SEE NOTES 2 & #3 SUBSTRATE .- 1-7/8 SECTION B-B = CENTRAL FLORA B. 0..° MANUFACTURER EXTERIOR ELEVATION E - MASTER FIL + # NOTES: of 7rr. 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 C 0 R 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 NO. 1446 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: _ _ I ORN: JS APRVD: _ - _ _ DATE: 3/1 , ;• FRAMING. wvFT: SCALE: I I A i C- I MATL: DWG NO:...•. PREPARED By. PRODUCT TECHNOLOGY CORP., ZW MiLKNA11W-L 1-1. new mnu..w•.w.. +• + .,w. •••• •- •-- --• -- SHEATHING By QTHEP.S STUCCO J OR SIDING By OTHERS PERIMETER CAULK By DTHERI p uDERS SLIDING GLASS OmR . FRATQ SILL SHIM AS PE'0'D SEE NOTES) CAULK BETvEEN DOG FLANCE L SHEATHING r—INS'.ALLAT!C,M ANC---CP. e scPE• TvO 31 v000 BY OTHERS MAX. r SHIM SPACE I 1-1/8' MIN. J EMBEDMENT SLIDING CLASS DOOR FRANC HEAD TEMPEREDGLASS (TTP) DOOR HEIGHT DOM vIDIN SLIDING GLASS COCR rRAMEJAMS TEMPERED GLASS cTTP•) r,5- MAX SHIM SPACE iNST-LLATIGN L?ZCICR Tv0 3T VOOO '.B SC:Ev I-I/8 HIK By OTHERS I-ic By — En SEDMENT v00D BT T xT eTMERs I - SHEATHINGL N• SLIDING CLASS DOOR SHIM AS REO'0. MOCK STRIP SEE NOTES) INSTALLATION ANCHOR R8 SCREv CAULK BETvEEN DOOR FLANGE L SHEATHING PERIMETER JL \— By aIHINGpTOTHERS CAULK BY 7CMPERED GLASS OTHERS STUCCO (TTP-) OR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B SHEATHING BY OTHERS STUCCO OR SIDING By OTHERS HOOK STRIP DETAIL t-1/9- MIK EMBEDMENT Ili, DD= MATU IAL. ALVIUT ALLOT LCLl 21 .R WSt ALLAtICM T[KvS AUSI SE Or TllrtcMmT LEK.TM TD ACHIEVE NM [•KDMCAT IMIO tMO TAPCD. TYPE L.STALL.TIDn ATOMS AT SILL MIST K DF SI/rICICA, LE.4TM TO ACT IE11 AIM EMKDCMT Or I•V.' IXTQ M :DNIT U CCACKTL Y WtTALL.Tta 14CHN CM I D. s•a Gr THIS TTCCT. ua SILICD.IZED KnLIC CA(AX KMtMD DO? fLAAGE AT M[AD L 1An SL 171E tILICD.IZED KRN.ic cAUX fa •[RUCt[R SEAL ARnMD [.TERIa Q cwL 1 LT If CIACI D %IZ( IS TQt LISTED W A.CKP CHART, VIE A.6CI D)AMTITT LISTED W..C.r LARGER SCc. rat IK AAPR RIA? 2SIG. PRESSIM KCO 11 Met POCKET COI SIZES USE CLOSESr TTr•SS DOM SIZE L C0CIG4LAItM :0 rWTMED O•[MLAC, i PLACE WSTALVItD. A.0011 i- FRMf F QSATTMTRIP AS D0— CIW TTUGLASSTMiCK,, T t) MW u., IS APPRDUED L11 G ,IMPLIED GLASS IN TUBE TUE GLAZED DR IMTTAAIIAG G..SL ID) YMI / SILL CDA[Xt ARC TO K :LAUD UITM A SAALL JOWT tt— %EALE! IIT SM1M AS Rtc. AT CA fET Cr IMSTALLAI ID. A.[)QL .. ALLO— E SMW STACK 70 C 1/.'. 121 ALL [.STALL .TIa AKIC:t IATTI K M.K Q c711IOSIO RESISTAMI MAICR IRIS 13T vCRE •.• KPRCf[nTS MOVU4 AAT.CL AMD b• EPRESEMTt r1.CD I —EL YrRGVED ti j1'j'l `1 C:NIWAT{DR ARE AS LISTED CM AKIq CMARI D• 1ACX 7 TMS D I r EXTERIOR ELEVATION "' 4, ALL cowicp. ATICM LISTED A1GKYE LCT/MD.TMTTDAIIE! .. .OSLApVER Wf:4L.TIGn EM 3E MENT ! SECTIEPS 'A A' sl '[-1' L M(Dt STRIP XTAIL YRI TO WSTAILATIG Q ALL AAPRDvCO r G'// d A 1-1/4- M!N. IL rLDTIDA C.TRUDERS MW SLKICS A:OIK GLASS DCP IS %,C- THIS PRINT ALSO W.:ES T2 U 2 PANEL ODOR SHOWN 2= S-LAVES AMD 5W SERIES. G A • o LI3£RALLT APPL-T I CALLING L;NDER SILL OR SET SILL IN -ED INSTALL ATICN ANCR 1 , OC C:MC;ETC ins• DIA. TA ?CON SECTION F.-A Ft 12002 DESCRIPTION I DATE I INI F L O P I D A INT.INC EXTRUDERS SANFGPD, FL. nTLE: SLIDING GLASS DOOR INSTALLATION WITH =O SCREWS DP. ATYN BY:-? APPROVED BY: ATE: ! z::'/c iscALE. N1: IDWG 3'LECYc7 CONCRETE OR SMIM A$ RE'0'D MASE:NRY OPENING SE, - BY CIrERS CAULK iETvEEN DOOR ^L A)% L V'O. BUCK CAULK ?[TvEEN PERIN: TER FOOD BUCK L CAULK Dr MAST. OPENING BT OTHERSOiHERT1 STUCCO QBrOTr.R$ INSTALLATION ANCHOR 18 SCREv (TTP. WHERE - TAPCDNS ARE NOT RCO-DJ SLIDING GLASS OL)tCf F, AIE TILL 7 D . P G A INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR RB SCREv (7TF. WHERE ONE BY VOOD 7APCONS Ai-- NOT REO'D.) uCK By OTHERS 1 1/K• Kim I- EMBEDMENT SLIDINGGLASS T- DOOR FRAM[ 1 r1/+' MAX. JAMB D T _ I SHIM SPACE p SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TTP.)' DOORHEIGHT A I) a" NMTCRIALH ALWIAM ALLOT 61 2) TAPCON TYPE IHS7ALl.lION 06AMCMOIS MST RE Or LCNDIM TO ACHNICWE NINE CNNRE DEM7 Or 1-1/N• "TO NASO.RI DR CONCRETE. ALICRMTE TAPCDM INSTALLATION ANQOIS rRONT 10 WX IN ALL rRANE KN[RS. I APCON ANCHOR CHART M IAC. Or 1pS SHEET. S) VSC SILICDOZCD ACRYLIC CAUL. REWIND DOOR fLAK! AT HEAD t JAHIL AI USE SILICON12ED ACRTLIC CAULK rCp PCRIHETEP SEAL AROIND ERIERIDR Or D[OL 7) Ir E+ACT DOOR SIZE IS NOT LISTED IN AND43R CHART, USE ANCHOR OAAIN711T LISTED VITH NEXT LARGER SITE. rM THE A*oml.yr SSIG. PRESSURE RCPL B) TOR ROCKET DOOR S12CS KC CLOSEST BYPASS DOM SIZE t CWIGAAIATION 10 rudSMED MNUG. PLACE 1APCDNS. IN r""I Or CO,H(IRIR .S SHOWN 7) GLASS THICKNESS MHE T WARIPERREOUIRENTSOFASTN EISOD GLASS CMARTL a)ALL fACTORHOLES t APPLIED NOTDESIGAHAT[D ra .OR TARCDH .HEHSHOULD RE /LLED WITH .f SCREWS 3 ! Or Slf rl[ ICnI L[NGTN 1G RRT)WIDC HIM v1' CwRE DENT IwTO WOOD LUCK. 11) DOOR-11 IS APPROWCD US.0 ICHIACRED GLASS IH SIALE GLAZED ON INSLAATUO GLASS D I N) JAHN / SILL CORNERS ARE 7D I( SEALED VIIN A SMALL .OM INI SEALER. 1 3) S*IH AS RCDD A7 CA SET d IA SIALLATION uE WO1S -- yLDW.RC•BACK f0 RE VN•. IN) ALL IMSTALLAIIOW A,<.MS -$ I It MDE Or CORROSION RES:Sl AN1 MTERIALS 151 WHERC •.• I(RRSEWTS ROWING PANEL AND W RCPR(SEWIS rIKED PANEL APPROWED A COW IWPR.IIDMS `APE AS LISTED OH AHEHOR CHART 0. W. Or THQS SHIECT. 16) HOI ALL CWIGAA7IDNS LISTED AROWE ARE SHOWN DN THIS pR.WIHE.. NOWCWCR INS I.LLAIIDN EXTERIOR ELEVATION SECIIDHS 'A •, .B- I- L HODN STRIP DE7AL APTLY TO INSTALLATION OF ALL "PRDWCD CH?E!) ENT 2 PANEL DOOR SHOWN CWIGuTIATID.1 O 17> INSTALL ONEIAPCON Iw EACH PAIR Or rACTD•I APPLIED W:TALLAIION HOLES UNLESS AOICD A 1-1/6' MIN OTHERWI SC OW AHEHCR CNARI. SCE SACK Or THIS SHEET. Is) rLUI I D. E+IRuDERS IIDO SERIES SLIDUO GLASS DOOR IS DCW. THIS PRINT ALSO •PRIES 10 A D - 2000 SERIES AND SOD SERIES- REVIDESCRIPTION DATE INI EXTRUDERS CAULKING APPLY L U P I D A CAULKING UNDER SILL \ TNT. INC. $ANFORDFLOR SET Sill IN BED INSTALLATION ANCHOR - - CF CONCRETE 3/16' DiA. IAPCON _ TITLE- SLIDING GLASS DOOR I INSTALLATION WITH TAPCONS DPAWN BY: BB I APPP.OVED BY: n: 1- r. A17C y I••— I/' MA+. $HIM SPACE 1 1/6' MIN. EMBEDMENT ONE By WOOD I BUCK By 07MERS CAULK BCIVECN V WOOD BUCK t HAS'T. OPENING By OTHERS SHIM AS REO'D. SEC NOT CS) INSTALLATION ANCHOR 3/ 16' DIA. TAPCON SLIDING GLASS DOOR HOOK STRIP CONCP.. Eir 0P MASONRY OPENING By OTHERS CAULK DEIWEEN WOOD BLACK L MAST. OPENING 7j BY OTHERS Q CAULK BETVEENHOOK STRIP L VIfWOOD DUCK 1- 1/6' MIN. EMBEDMENT Q I Q 1 SECTION A -A TCMPERCD GLASS T TP.) PERIMETER CALLK BY OTHERS S.L. D. WIDTH INSTALLATION ANCHOR 3/16- DIA. iAPCON Q CAULK BETWEEN DOOR FLANGE L VCL3D RUCK CONCRETE OR MASONRY OPENING BY OTHERS N111CI WOODK DT OT) ERS IAcr TI1 Q,Ljq4f3jM4L B.OAdF. 7CMPCRE GLASS J SECTION BR-AKWACTURER ph1Ea (TTPJ If. r , cL s F v i_ SLIDING GLASS OmR i rs INTERLOCK RASTER FH2 # SHOOK STRIP DETAIL TAPCON ANCHOR, CHART NOMINAL DOOR DOOR OUANTITIES IN HEAD L SILL OUANTITIES IN EA. JAMB OUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 406E XX. OX, XO 48 X 80 3 3 3 4 4 a 3 3 4 5068 XX. Ox. XO 60 X 80 3 3 3 4 4 4 3 4 4 606E xx, OX. XO 72 X 80 4 4 4 4 4 a 3 4 5 8068 Xx. Ox. XO 96 X 80 5 5 5 4 4 4 3' 4 5 10062 X. x XO 120 X 80 6 7( ) 4 4 4 3 4 5 508o xx. 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 I 5 4 5 6 8080 Xx. Ox, XO 96 X 96 5 5 5 5 5 5 4 6 6 0 0 xx x x 120 x 96 6 A 7 5 5 5 4 6 6 50100 xx. Ox, x0 60 x 120 3 3 3 6 6 6 5 6 7 60100 XX, Ox. x0 72 X 120 4 4 4 6 6 6 6 7 8 80,00 xx x xn 96 x 120 5 R A 6 6 7 (DI) 6 8 9 9068 OXO 109 11F x 80 5 6 4 4 4 3 4 5 12068 Ox 145 1/8 x 80 7 157 CD9 2) 4 4 4 3 4 5 15068 Ox 181 1/6 X 80 10 () I 1 () 4 4 4 3 4 5 9080 Ox0 10 1/8 X 5. 6 5 4 6 6 0 12080 Ox0 145 1/8 X 96 7 I 8 (Di 9'S>2> "' 5 u..i5•=i w=: 15 4 6 6 15080 OX 181 1/8 X 96 8 11 11 5 5 5 4 6 6 90100 OXO 109 1/8 X 120 5 5 6:• _: 6-.:. n61y'L DI) 6 8 10 120100 OXO 145 1/8 X 120 7 9 02) 10 ( ) 6 6 7 (DI) 6 8 10 9068 XXX 106 5/8 X 80 5;,_,._ 6- - .....:. 4 4 4 3 4 5 12068 xxx 142 5/8 x 80 7 7 8 (DI) 4 ' a 3 4 5 8 xxx 178 5/8 X 80 8 in ( 1 4 4 a 3 4 5 9080 XXX 106 5/8 X 96 5 5 6 5 5 5 4 6 6 12080 XXX 142 5/8 X 96 7 8 (DI) 9 02) 5 5 5 4 6 6 15080 xxx 178 5/8 X 96 E 11 () 13 5 5 5 4 6 6 XU142 5 j I I2010xxx5/8 x 120 7 na n (n 6 6 1 7 6 8 10 10068 Xx0 119 5/8 X 80 6 6 7 (DI) 4 4 a 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 03) 4 4 4 3 4 5 I o d UXXU b 7b b• 6 7 (D1) b b 12080 OXXO 1143 5/8 X 96 17 8 (DI) 9 02) 5 5 15 4 I 6 I 6 16080 OxxO 191 5/8 X 96 9 n ) I'd( ) 5 5 5 4 6 6 100100 OXXO 115 vu X 120 6 7 01 b 6 fit) 6 E 0 120100 OXXO 1143 5/8 X 120 7 9 CD2) 113 10 CD3) 6 I 6 17 I I I 160100OXXO1915/8 x 120 10 CD1) CD4)I 16 (D7) 6 DI) 6 8 10 1206E xxxx I !al !/4 x EO 7 I j 18 CDt) 4 I 14 I I l6068xxxx89I/4 X 80 9 (DI) 10 cD2) 12 (D4) 4 4 3 4 5 1080 xxxI 7 Ec IS( I I5 IS I I I I 16080xxxx1891/4x96 9 (D) A05)) D5 a 6 6 100100 xxxx 11 1/4 x 120 D1) 6 DI) 6 E l0 170! 00 XXXx l41 1/4 X 120 I7 6 (DI) 160 (L13) 176 6 Ii (Dl) I6 IE I10 I60100xxxx1609Ilexi20iDCD2) 3 (ne) 15 (D7> 6 6 7 c;l) 0 Fc 2 /, ANCHOP NOTES: 1) IN SOME CASES TAPCONS ARE P.EO•D. I BOTH FACTORY APPLIED INSTALLATION HOLE. 'DI' THRU 'D7' DESIGNATES IN WHICH SIZE L CONFIGUREATIONS TWO TAPCONS ARE P. EO'D. 2) ' DI' MEANS, INSTALL TWO TAPCONS IN ONE SET -OF INSTALLATION HOLES. 3) ' D2' MEANS, INSTALL TVO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) ' D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) ' D4' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) ' D5' MEANS, INSTALL TWO TAPCONS IN FIVE SETS OF INSTALLATION HOLES. 7) ' D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) ' D7' MEANS. INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD L SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT"TO INTERLOCK OR BUTT STILES IN HEAD L• SILL. B: SECONDLY. AT EACH END OF HEAD L SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS IN HEAD L SILL OTHER THAN AS LISTED IN A L B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN . JAMBS. E: SECONDLY, AT EACH END OF JAMBS NEAR HEAD L SILL CORNERS. C: LOCATIONS IN JAMBS OTHER. THAN AS LISTED IN A L B. 1 EXTRUDERS F- FL O R 1 L A INT. INC. SAW-ORD. FL. nL6 SLIDING GL-SS DOOR TAPCON G_]SS CHART CIViL FE R\ a3 > wf O!/,t/O2 NT. S. GA. s6 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 137 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 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 I FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 4j( Fq. 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 0/ - MULLION ANCHOR BRACKET WINDOW FRAME SILL TYP.) WINDOW FRAME HEAD TYP.) INSTALLATION ANCHOR TYP.) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET SEE NOTES --1 2 & #3 D G DWG "°' GEN-0453 INSTALLATION ANCHOR CTYPJ 4 1 MULLION ° 1-7/8' DIE NO. 1447 PR . . ,,• D _ SUBSTRATE KA MULLION Ngl uu i u u a DIE NO. 1447 D 1-7/8' v OiA TER FILE # 6 v SECTION B-B D v SECTION A -A NOTES MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, EXTERIOR 1 WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. 2> 1N 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 L'TH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP. ro ' CARROLLTON, TEXAS Y TITLE' FIN HORI ZONAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE N0. 1447 ESEV A T I c `' AREA, — — — — DRw BB APRv( h ---- DATEr 3/17/02 n WT/FTr SCALE• HALF MAX, DWG NDGEN-0453 r • beroiarn air PaIIDUCi TEdv+d OG7 CORP. 230 INTCRNA TIWAL PKvr., HEAlKMW. TLO:IDA 327.6 PfOQ .07-80'5-OILS FAX 407-SM-0366 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM Gk tq FIN HORIZ. MULLION MULL SPAN> WOW. HGT. V 51.000 I 59.000 72.000 94.000 I 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON •Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020040 12Jan-2002 01-1201 DWG rl0: J-0450 STALLATION VCHOR YP. ) 8 SELF TAPPING SMS (TYP.) IV[ L.7 L-LJ vIJ DIE NO. 1448 SECTION A- A MULLIi ANCH, BRACK WINDOW FRAME JAMB TYP.) MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) v v ° SEE NOTES a o # 2&#3 41 c ° - 7 SUBSTRATE SECTION B-B f LJ NUFAC URER NAME o EXTERIOR ELEVATION yMASTER1EiFU' 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE' MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP. SIDE. CARROLLTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAI_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING ##10 AREA: ORN: APRvD: - - -- DATE: /r SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1. JS 3/17. FRAMING. WT/FT: - - - - SCALE: MATL: - - - - DWG N0: HALF GEr:-0:=0 MULLION ANCHOR BRACKET PREPAPEO BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKW . nEATHROW, ROR10A 327-6 PHONE 407-E05-0365 rAX 407-!:5-C!E? . a % Q GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.H. SIZES WOW. 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 1 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 1 FAX 407 805-0366 CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Q &?/ FIN VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 378 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020038 JAN. 11, 02 01-1201 TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z2823134 Address 1 VENETIAN BAY 6 Address 2 LOT 35 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANS11TPI 1 Design Loads Roof: 37 PSF Floor: 55 PSF Wind: 120MPH ASCE 7-98 a SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 Sotmi APoPKA BLVD. APoPKA, FL 32703 407-299.1522 FAx: 407-299.9153 Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer: Alpine Engineered Products Design Software Seal Date: 01-Jul-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: Truss ID: F2 H2 F4 E1 F5 E2 F6 C1 F7 C2 FS C3 F9 C4 F10 C5 F11 t F12 F13 F14 F15 r F16 R1 R2 R3 R4 R5 R6 R7 RB R9 R70 R10A R9A R11 R12 R13 H1 38 Plus Standard Details PLAINS PEVIEV!IED CITY OIF SANFORD Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers G NV NTI NAL- FRAM ' G RN K5 w PITGH ALL ENTRY DEAJAS ARE DY OT,- c TOr • 0A rL HT SEGOND STORY PLATE HEIGHT TO DE R q 7/8' ADOVE FINISHED FLOOR FLOOR JOIc)TS MAYDE ADJUSTED SLIGHTLY FOf 2ND STORY PLUMDING This placement plan shows the designation and relative location of each truss component and is to be used in conjunction with the corresponding truss designs The Truss Engineer's responslbibty relative to this structure consists solely of the design of the individual trusses. Miss•to-wss connections and does not include the design of any supporting structural elements The building design professional has final approval of the truss framing and/or Miss pacement plan. The design of the temporary and permanent bracing, the diaphragm system, shear wa0s erld swcluraf elements to resist lateral loads from wind and/or seisrruc activity is the responsibility of the buitdfng des'1gn professional. Additional approval by the building William M. Ranieri PE ap ae shall iTld e. but not be wonted to. design loading, lengths. profiles. FL Lic. No. 42764 C MRACT09: M RRI ON HOM 2623 D W\POfRGH 7YHE GUMD RLA D 4' 0' 6AfZA6E EXT, ALE I DATE I LAYOIfT ID DRA'AN Y . 1`0 x6.,. 4 VV ffl.S ICK . AJ_7 REOCN HOI-0 TRVi'#S W/ RAriED rBi.S 4' 0? 8' DAOK r ON MXcK . VI' ON PCM.0 WALLS ROOF TRU55 DIVISION 2722 50UTH APOPKAf3LVD APOPKA, FL 32703 M07) Z99 - 1522 FAX M07) 299 - 9153 Engineering Certificate of Authorization x 9218 NOTES : g IT 0 nt mt-VuS RESraF5vurY TO votrY Tnt ^ MUMNT RAN AW TnPY5 Of -AN ORAR(/ AGUOIT FfLD UWTV45 AD OF'YN NTFM REF@$Le 5EC TION art AN'fM 117U1 5u-rs DATE -_ 2) TRUYf'a LUST Not eE WT CC A.TMD N ANY WAY WITECVT IOOR WnCLLTM DY ` YTH TMI%CzLr N 3) TRu55E) "T ARE CUT OR ALTERQO WITHOUT AVTHMIZATCN nL tK "AM CC 17rLACZP AT CI17Tp.QS DO?tX 4) OACKDWAB OF ANY Kt* WU NOT DE CQtAB" WmCTfT TOR REVEW AD WATTEN UTfi'NT DY 'AN FH TRUSS C"rANY. DETAILS: g MIER 10 Ho • el &MMArah FOR WJCLtA MIALATCRZ AW MfORARY DRALNU REFfIr TO &Cf4T D ORAWN65 FOR OUA,INT ORACN. ?:a.RED 21 ALL TW5%-) "LLOFa TRY5E5 V2M VALLEY FRANL Llhr CC (CAWL[TELY LUCKED OR R02M TO VALLEY 11ahS OE TA.S FOR LLTERNATE' DRAa4 RE2ATMNT5 3) ALL VALQM TO DE WNtNTV LY FRLLfD OY DUDFR 4) "TEEM LOAD DEARM WALLS 5) ewa J:KTS MAY CE A04f TEP Lf TO 4 MtO FOE no STORY rLUMM ALL Boor rw" HOMERS TO DE %r5a1 ETh24 OR U5F KAM-SAW T1DTL ULEiS WTED OTICrTL ALL ROLE T6FYr 11 CM TO VE %rW. RY422 IT! Uf KANT-SAW uSM221+a 'SS WTEO OTYtfWFL SIMPSON USP lKANT-SAf HUS26 OR THD26 RHUS26.2 OR THD26-2 KKUS28-2 OR THD262 HHUS/e OR THD48 KGUS26-2 OR THDH26-2 HGUS262 OR THDH28-2 HGUS28.3 OR THDK28-3 SUUR210 OR SKH210UR HGUS4E OR THDH48 THA422 OR JASH422 THAC422 OR MSH4221F KUC410 OR HD4101F THJA26 OR HAC26 Z2823B4 - Z2823B4 - F2) Y + THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS)'O'SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 SPECIAL LOADS LUMBER OUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.00 to 100 PLF at 20.29 BC From 10 PLF at -0.12 to 10 PLF at 20.42 TIC 1800 LB Conc. Load at 20.29 1-8 5' Typ. 2 X 4 III 2X4(R) = 4X6= 3X6= 2.5X4= 2.5X4= SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 27.5" 1- 3X6= 2X4 (R) 2.5X4 = 2.5X4 = W=2.5X4 = 4X6= 2X4 III 4 .IN 3X8= 3X6= _ ._... 4X6= F 20-6-8 Over 2 Supports R-1106 W=3.5" R-2929 W-7' PLT TYP. High Strenggth, Wave TPI 95 R Design Crit: TPI STD 6.10 QTY:10 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 IRSTIIUIE. 583 D'ONOFRIO DR.. SUITE .0. MAOISOX. 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. EGINERED DRODUCTSNINE SHALLINOTABE RESPONSIBLE FORCOPYOFTHISGNTOANY T HE EVINSTALATIOIATIONLFROMNTHISTDESIGN. CONRACTORAANYLPIWEFAIILUREETOetlFl(•.• r' lGo : N0. 42704 = 7S T C T C BC L L D L DL 40. 0 10. 0 5. 0 P S F PSF PSF R E F R 3 5 2-- 1 8 1 9 2 S MYTH LUMBER CO. ROOF TRUSSDiviSION DATE 0 7 / 0 1 / 0 3 DRW SLTUSR352 S L T - E N G WM R 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407- 299 1 522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. INIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AAE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED APPLY CONNECTORS 10 s STATE OF t O R10 •• B C TOT L L L D 0. 0 55. 0 PSF FP S F S E Q N 42743 FAX: 407. 29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D U R F A C . 1.00 FROM C J LC PROFESSIONAL ENGINEERINGDRAWINGS160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFALITTTORIZATION Y79218 COMPONENTANY NSE PARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER JU1 01 '03 SPACING SEE ABOVE JREF- 15433527Z07 Z282364 - F4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.13 to 100 PLF at 15.83 BC From 10 PLF at 0.00 to 10 PLF at 15.96 TC 187 LB Conc. Load at 12.19, 14.19 2X4 (R) SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. 2. 5X4 = 2. 5X4 = 2X4 (R) FT0 10.1.II ok 9 4 OL 3X4 = 15- 11-8 Over 2 Supports R- 147 PLF W-11-7-0 R-400 W=6.5' Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI 95 R Design C r i t : TPI STD 6.10 OTY:1 FL 1 R Scale 375" Ft. WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPIIG, INSTALLING AND BRACING. REFCR TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TRI (TRUSS PLATE T C L L 4 0.0 P S F R E F R 3 5 2-- 1 8 1 9 3 INSTITUTE. 5BJ D'ONOFRIO DR.. SUIfE 200. MADI SON, WI 53719), FOR SAFE IY PR ACIICES PRIOR f0 PERFORMING THESE FUNCTIONS UNLESS OTHERYI SE INDICATED. IOP 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 Pq ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY TRITON FROM IRIS DESIGN; ANY FA IIURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACIIIG OF TRUSSES. THIS BESIGN 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 A$TN A65J GRAD GALY. $IEEI. EXCEPT AS NOTED. APDLT CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER t N F; . F1: N0. 42704 = 7 i Q STATE OF `LQ' V5'1 av is''OR,O•'' T C D L BC DL BC LL TOT. LD. 10.0 5.0 0.0 55.0 PSF PSF PSF PSF S MYTH LUMBER CO. ROOF TRUSS D1V1510N 2722 SOUTH APOPKA BLvD. APOPKA,FL 32703 407.2991522 FAX: 407- 299-9153 DATE 0 7 / 0 1 / 0 3 DRW SLTUSR352 SLT-ENG / WMR SEON 13162 D U R . F A C . 1.00 R OM S L C PROFESSIONAL ENGINEERINGDRAWINGS160 A•2. THC SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING gESPONSIBILITY SOLELY FOR IH( TRUSS CUMRONENT O(S IGN SHOWN THE SUITABILITY AND USC OF THIS' S 11fALE CERTIFICATEOFAUTHORRATTON 09218 COMPONENT1FOR ANSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul 01 SPACING SEE ABOVE JREF 1543352 Z07 Z2823B4 - F5) I It THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.-1.00) TC From 1005 PLF at 0.12 to 1005 PLF at 3.50 BC From 10 PLF at 0.00 to 10 PLF at 3.63 1-7-8 41.51" 1-7-8 J 5Typ. 2. 5X4 2 X 4 III 2. 5X4 = 2X4 ( R) = 2X4 (R) 2 X 4 III T 1- 0-8 1 0 1- 4-0 1 2. 5X4 = 2X4 III 2. 5X4 2 X 4 III 3- 7-8 Over Continuous Support R- 946 PLF W-3-7-8 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 OTY:1 FL 1 R - Scale -.375" 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 " T C L L 40.0 P S F R E F R 3 5 2-- 1 8 1 9 4 INSTITUTE. 583 D'ONOFR IO DR.. SUITE 200. MADI SON. YI 537I9). FOR SAFE IY PR ACIICES PRIOR TO (IFI•. PERFORMING THESE FUNCTIONS. UNLESS OTHERVISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 10.0 P S F DATE 0 7/ 0 1/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f No. 42704 IMPORTANT•' FURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED 1 = B C D L 5.0 P S F D R W SLTUSR352 ROOF TRUSSDIvrS10NPRODUCTS. INC. SHALL NOf BE RESPONSIBLE FOR ANY DEVIATION Fp OM THIS DESIGN; ANY FAILURE TO 7C * Z 2722SOUTiTAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OA FABRICATING. HANDLING. SHIPPING, INSTALLING AND STATE OF •` BC ILL 0.0 PSF SLT ENG /WMR APOPKA, FL 32703 BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY fAS AMERICAN FOREST ANO PAPER ASSOCIATION) AHD TPI. ALPINE A .•- ja TOT . L D. 55.0 P S F S E 0 N- 42389 407-299.1 522 CONNECTORS 1 ONE MADE OF 20GA ASTM EA653RIC GR AO GALV STEEL. EXCEPT ASSOC AS NOTED. APPLY CONNECTORS f0 'k O 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 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AtL D U R . F A C . 1.00 FROM S LC PROFESSIONAL ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORTZATION 09218 COMPONENT 1FOR ANY NSE PARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul 01. 'U3 SPACING SEE ABOVE JREF- 1543352_Z07 Z2823B4 - F6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 1-7-8 41.5' 1-7-8 J 5' Typ. 2.5X4 2X4 III 2.5X4 2X4 (R) 2X4 (R) 2 X 4 III T 1 0-8 CA 1-0-1-4-0 2X4 III 2.5X4 2.5X4 = 2X4 III 1 -7-8 Over 2 Supports J R-187 W-4' R-187 1 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 OTY:2 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 INSf IfUIE. 583 O'ONOFRIO OR .. SUITE 200. MADISON, WI 53119). FOA SAFETY PRACTICES PRIOR TO PEAF DANI ITG THESE FUNCTIONS UNLESS OTHERWISE INO ICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR OOUCTS, INC. SHALL N01 BE RESPONSIBLE FOR ANY OEY IATION FROM THIS DESIGN: ANY FAILURE TO G(IFI'•, e( Gv %0 . E N0. 4'1%Q4 17C : -*- _ T C L L T C D L BC D L 40.0 10.0 5.0 P S F PSF P S F R E F R 3 5 2-- 18195 S MYTH LUMBER CO. ii00F TRUSS DIVISION DATE 0 7 / 0 1 0 3 D R W SLTUSR352 2722 SOUTH APoaKA BLVD. APOPKA,FL 32703 407.2931 522 BUILD THE TRUSSES IN CONFORMANCE WITH 1D1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND iPl. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO tSTATEOF At, O RlO*{ r pBC LL TOT L D. 0.0 55.0 PSF P S F SLT-ENG WMR S E 0 N- 42402 FAIL: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R . F A C . 1.00 FROM S L CPROFESSIONALENGINEERING DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER111G RC SPONSI8I601A SOLELY FOR THE TRUSS CQMP0HENI DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ALE CERTIFICATE OFAUV11CRF/ATION#9218 ANSIONENTLFOR ANSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jul 01 '03 SPACING 24.0" JREF- 1S43352_Z07 Z2823B4 - F7) A • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SO #3 WEBS 4x2 SIP #3 SPECIAL LOADS LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.-1.00) TC From 100 PLF at 0.00 to 100 PLF at 16.37 BC From 10 PLF at -0.12 to 10 PLF at 16.50 TC 400 LB Conc. Load at 0.12 3X4 2X4 (R) _ 1-0-8 3X 2.5X4 _ W-2.5X4 = SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. W-2.5X4 = E 16-7-8 Over Continuous Support R-141 PLF W-15-8-0 2X4 (R) _ Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 QTY:1 FL 1 R Scale 375" Ft. YARNING•• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-9l (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSII TUT E. 583 O'OHOF 110 DR SUITE 200. MADISON, YI 5J719). FOR SAFETY PRACTICE$ PRIOR TO PER FORKING THESE FUNCTIONS. UNLESS OTHERY MA INDICATED. TOP CHORD $NALL HAVE PROPERLY ATTACHEDrteiNo.42704 SIAUCTURAL PAIICLS. BOTTOM CHORD $RAIL HAVE A PROPERLY ATTACHED RIGID CEILING. •• IMPORTANT"• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEEREDBCPAOOUCTS.INCSHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED 8Y THE AMER[CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CORN EC TORS ARE MADE OF 20GA ASTM A653 GRAD GAL Y. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS f0. EACH FACE OF TRUSS. AND UNLESS 01 ERYI SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAY INGS 160 A-1' THE SEAL ON THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENI DESIGN SHOWN. THE SUITABILITY AND USE OF THIS IFIci% i * _ 2 STATE OF f ` Q JIQ '.V0 A%.• LtA TC TC BC T 0 T L L D L DL LL L D . 40.0 10.0 5.0 0.0 5 5.0 P S F PSF PSF PSF PSF R E F R 3 5 2-- 1 8 1 9 6 SMYTH LUMBER CO. ROOF TRUSSUIvESION 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407.299.1 522 FAx: 407-299.9153 PROFESSIONAL ENGINEERING DATE 0 7 / 0 1 0 3 DRW SLTUSR352 SLT-ENG /WMR S E Q N - 13189 DUR.FAC. 1.00 FROM SLC CERTIFICATE OF AUTYXORRJ1T10N N9218 CON FOMENT IBILIIY OF THEBUILDING OE SIG NER. PER1FORANSEPARTICONULARBUILDINGISTHERESPDNS JUI 0 SPACING SEE ABOVE JREF- 1543352 Z07 Z2823B4 - F8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1-0-8 j- SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. THIS TRUSS SPACED @ 24.0' OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT LEFT END FROM 8.00' STUD WALL (13.75 PSF) SUPPORTING 12-7-0 ROOF SPANS WITH 1-4-0 OVERHANG. ROOF LOAD: 20.00 PSF LL AND 17.00 PSF DL. 23' 1 8 7 5' Typ. 2.5X4 III 2.5X4 = 2X4 (R) 2X4 (R) = 4X10 = 3X4 = 2. 5X4 = 2X4 III 2. 5X4 = W=2. 5X4 = 3X4 = 2X4 III n I - WEE& L 1 . 2X4 III 3X4 = 16-8-0 Over 2 Supports R-1858 W-8' PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 WARNING TRUSSES REOUIRE EVTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUI IE 200. MAOISON. VI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THC SE FUNCT 10N 5. UNLESS OT MERVISE IND ICATEO. TOP CHORD SHALL HAVE PROPCA LY ATTACHED SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING RED ROOF TRUSS DIVISION •PRODUCTS. INC SHALLI NOTA BEO RESPONSIBLE CPY OF THIS D FOR GM ANY TO T DEVHE IIATIONL FROM M THIS T DESIGN, RACTOR A ANY ME FAILURE[ TO 2722 SOLlTFI APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407.299.1 522 SPECIFICATION PUBLISHED BY fHE MINICAR FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST. A653 GR AO GALY. STEEL. EVCEPT AS NOTED APPLY CONNECTORS TO FAIL: 407-2999153 EACH FACE OF TRUSS. AND UNLESS 01H CRY I SE LOCAIED ON TNIS DESIGN. POSITION CONNECTORS PER ORAWINGS I'D A'Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE:,IGN SHOWN. THE SUITABILITY AND USE OF THIS CERTTFIOATE OF AUT11ORTLATION #9210 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. 3X6 R-776 W-3.5" OTY:5 wti M. i No.442704 i STATE OFRIO ;tom s oHaiE- ` Jul 01 To1-0.1. T- 8ja-- o-L FL/-/1/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24 4' Scale-.375"/Ft. REF R352--18197 DATE 07/01/03 DRW SLTUSR352 SLT-ENG /WMR SEON- 42701 FROM M JREF- 1S43352 ZO7 ccocjoq - rj) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1-0-8 J— IHIJ UMb MKtFAKtU LKUM L.UMPUItK INNUI (LUAU) 5 UIMtNJIUNJ) JUdi'lli1tU UT IKUJJ MI-K. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. THIS TRUSS SPACED @ 24.0. OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT LEFT END FROM 9.00' STUD WALL (13.75 PSF) SUPPORTING 7-0-0 ROOF SPANS WITH 1-8-0 OVERHANG. ROOF LOAD: 20.00 PSF LL AND 17.00 PSF OL. 1-8 I 2 6-7 5" Typ. 2X4 III 2.5X4 = 2X4 (R) 2X4 (R) = 4X8= 3X4 = 2.5X4 = 2X4 III 2.5X4 = W-2.5X4 = 3X4 = 2X4 III o 3X4 = 16-5-0 Over 2 Supports R=1686 W-8" R-806 PLT TYP. Wave TPI 95 R Design Crit: TPI STD 19.630 OTY:3 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 587 D'ONOFRIO OR.. SUITE 200. MADI SON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.FURNED ppODUCTSNINC. SHALLISH NOTABEOPY RESPONSIBLEFOROFTHISGNANY THEDEVIATIONLFROMNTHISTRACTORLP DESIGN. T.AANYNEFAILUREEpO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. IRIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE ICAfION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 7(/ a ppt lFl -•. V NO.42 04 t 5TA1'E OF + Q` 1 P + R ••. T CT C BC BC TOT. L L D L DL L L LD. 40.0 10. 0 5. 0 0. 0 55. 0 P S F PSF PSF PSF PSF R E F R 3 5 2-- 1 8 1 9 8 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD APOPKA. FL 32703 407.2991522 FAx: 407-2999153 DATE 0 7 / 0 1 0 3 DRW SLTUSR352 S L T - E N G / WM R SEQN 19001 O U R F A C . 1.00 FROM M PROFESSIONAL ENGINEERING DRAWINGS160A- i. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 09210 COMPONENTFOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul 01 _ SPACING 24.0" JREF- 1S43352_Z07 Z2823B4 - FIO) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #1 Dense :B4 4x2 SP #2: WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 20.13 BC From 10 PLF at 0.00 to 10 PLF at 20.25 TC 615 LB Conc. Load at 0.12 TC 1508 LB Conc. Load at 16.85 3 X 6 III 2X4= 1-0-8 I 4-8 5Typ. Wm2. 5X4 5X4 = 6X8= 5X6= SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. I PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL POSITIONING REQUIRED. - DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1. 75, 5X6= 3X61I1 3X61II 5X4= 10- 1 W- 2.5X4 = 5X4= 6X8= 2X4 (**) 6X10= 3X6III 5X4= 6X10= 5X6= 5X4= 5X4= 5X4= 5X6= 3X6111 D6X10= 6X6= W—HS2512 = 6X8 20- 3-0 Over 2 Supports R- 2069 W=8' R=2256 W=3.5' PLT TYP. High Strength, Wave TPI 9g R Design Crit: TPI(STD) 6.10 0TY:1 FL 1 R Scale 375" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB•91 (HANOLING INSTALLING ANO BRACING). PUBIISHEO BY TPI (TRUSS PLATE I NSTITUAE. 583 1) NOFRIO OR.. SUITE 200. MAGI SON. YI 53119). FOR SAFETY PRACTICES PRIOR TO D CRFORN ING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED. TOP CNORD SHALL HAVE PROPERLY ATTACKED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING M lFl •. r r•- 4/' 8 T C T C ILL D L 40. 0 1 0. 0 P S F P S F R E F R 3 5 2-- 1 8 1 9 9 S MYTH LUMBER CO. DATE D 7/ D 1/ 0 3 DRW SLTUSR352 IONRFTRUSS27722SOUTHAPOPIKASBLLVD. APOPKA. F- 32703 FAK: 407-2999153 IMPORTANT-- FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR ALPINE ENGINEERED BUILD C THE TRUSSES A IN CONFORMANCELL NOT BE WITHTPI. ORE FOR ANFABRICATING. HANDLINGS SHIPPING.INSTALLING Y DEVIATIONFROMTHIDESIGN. A FAILURENY AND BRACIIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RIDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMFR[CAN FOREST AND PAPER ASSOC1 ION) AND TPI AL DINE CONNECTORS ARE MADE OF 20GA ASIM A653 GRAD GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER f N0.42704 STATE OF Q` S (. If407.2991522 1% F1Qfaf`' CVb V•••.ts BC BC TOT. DL ILL LD. 5. 0 0. 0 55. 0 PSF PSF PSF SLT- ENG WMR SEQN- 42707 D U R F A C . 1 .0 0 FROM M PROFESSIONAL ENGINEERING DRAWINGS160A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPOHSIB ILITY SOLELY FOR THE TRUSS CQMPONENI DESIGN SHOWN. THE SUI TAB II IT AND USE OF THIS u{. CERTIFlCATE OFAUT110RTLATION# 9218 TIFOR ANY COMPONENT SE PAPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul 01 SPACING SEE ABOVE JREF- 1543352_Z07 I,tcoc,304 - r 3 3l TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 20.13 BC From 10 PLF at 0.00 to 10 PLF at 20.25 TC 615 LB Conc. Load at 0.12 In13 unu rnLrAnLu rnvrl wrlrvicm u•rui LLVAUa a u11-¢11alvna) auoru 11Lu — V— SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 4-8 21' - 1 5' Typ. 2X4 III W-2.5X4 = 2X4 (R) 2X4(R) = 4X10= 3X6= 3X4= 2.5X4 = 2.5X4 = 2.5X4 = 3X4= 4X6= 2X4 III III,\/._..._I-,_.•_\/._.0 VAN LIL- sl 2X4 III R-1849 W-8' W-HS2512 20-3-0 Over 2 Support 3X6 = R-1023 W-3.5' PLT TYP. High Strenggth, Wave TPI 95 R Design C r i t : TPI STD 6.10 OTY:2 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 11, STITUT E, 583 D'ONOFRIO DR.. SUI IT200. MADISON, WI 53119). FOR SAFETY PRACTICES PRIOR TO PEAF ORMI NG THESE FUNCTIONS. UNLESS OTHERWISE INO ICA TEO. TOPCHORD SHALL HAVE PROPE ALY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.r IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING Of TRUSSES. THIS OEGII CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPCCIFICATIONPUBLISHEDBYTHSIEAMER [CAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS APPLY CONNECTORS TO GAAOGALE. STEEL, EXCEPT AS POSITION OA653THERWISECACHECTOASAREMADEOF20GAUNLESS EACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. DOSITION CONNECTORS PER M. tlFl ••. j 1110.4'1%C4 y 1 j STATE OF 1 f O R,OPr T C T C BC BC T 0 T L L D L DL L L L D . 40. 0 10. 0 5. 0 0. 0 55. 0 P S F PSF PSF PSF P S F R E F R 3 5 2-- 1 8 2 0 0 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvo. APOPKA. FL 32703 407. 2991522 FA%: 407-2999153 DATE 0 7 / 0 1 / 0 3 DRW SLTUSR352 S L T - E N G / WM R S EON 42709 D U R F A C . 1.00 FROM M PROFESSIONALENGINEERINGDAAYINGS I60 A,2 THE SEAL ON TMIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS S MAf`E ICERTIFICATE OFAUTITORI7ATION#9218 OMP NENTIFOR ANY COMPONENTNSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jul 01 SPACING SEE ABOVE JREF- 1543352_Z07 Z2823B4 - Z2823B4 - F12) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #1 Dense :B2 4x2 SP #2: WEBS 4x2 SP #3 MAX JT VERT DEFL: LL: 0.32" DL: 0.21" RECO14MENDED CAMBER 1/4" DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. T 1-0-8 r SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. THIS TRUSS SPACED @ 24.0" OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT LEFT END FROM 8.00' STUD WALL (13.75 PSF) SUPPORTING 12-7-0 ROOF SPANS WITH 1-4-0 OVERHANG. ROOF LOAD: 20.00 PSF LL AND 17.00 PSF DL. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 13' 10-7-8 10-3 1 Ty 2X4 (R) 2X4 (R) = W-2.5X4 4X10= 4X6= 3X4= 2X4 III 2X4 III 3X6= 4X6= 2X4 III 4X6= . 4AD= 4A0= 15A4= -. .._____ 4A0= 3Ab= 3X4 0-11-8 21-11-8 Over 2 Supports- R-2125 W-8" R-1081 Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. High Strenggth, Wave TPI 95 R Design Crit: TPI STD 6.10 0TY:4 FL 1 R Scale 3125" Ft. YARNING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB,91 (HANDLING INSTAILING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 40.0 PSF R E F R 3 5 2-- 1 8 2 0 1 I NSTI 1UIC. 503 O'OHOFR IO OR., SUITE 200. MADI SON, YI 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 IMPORTANE•• 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 10_ Pt lFl lei F j No. 42704 : T C BC D L DL 10. 0 5. 0 PSF PSF SMYTH LUMBER CO. ROOF TRUSSDIVISION DATE 0 7 0 1 0 3 DRW SLTUSR352 2722 S00TH APOPKA BLvD. APOPKA. FL 32703 407-299. 1522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA AST. A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CORN EC TORS TO Jj i STATE OF ` ti DR O,plsIDNAE BC TOT. LL LD. 0. 0 55.0 PSF PSF SLT- ENG WMR SEON- 42712 FAX: 407. 299.91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER OUR F AC . 1.00 FROM S L C PROFESSIONAL ENGINEERINGCERTIFIOATEOF AUT ORILITION #9218 ORAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILOING'IS THE RESPONSIBILITY OF THC BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. Jul 01 ' 03 SPACING 24.0" REF- 1543352_Z07 ccocsD4 tcacsnv rlsl j rBOT CHORD 4x2 SP #2 CHORD 4x2 SP #2 :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 IMAX JT VERT DEFL: LL: 0.37" DL: 0.22" RECOMMENDED CAMBER 1/4" DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1111J UNLI FKt?AKtU rKUM LUMFUItK INFUI (LUAU) 5 ULMLNJIUNJ)-JUCMI1ItU 8T IKwa MrI+. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. THIS TRUSS SPACED @ 24.0" OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT LEFT END FROM 9.00' STUD WALL (13.75 PSF) SUPPORTING 7-0-0 ROOF SPANS WITH 1-4-0 OVERHANG. ROOF LOAD: 20.00 PSF LL AND 17.00 PSF DL. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. I _1 15 r 10-7-8 — 10-4- 1' TyN. 2X4III W-2.5X42X4(R) = 4X10= 4X6= 3X4= 2X4III 2X4III 2X4 (R) 3X6= 4X6= 2X4III 4X6= v— JAy= JAo= 4AU= 3X6= W—HS2512 0-11-8 H fE 22-3-0 Over 2 Supports R-1953 W-8" R-1102 W-3.5" Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. High Strenggth, Wave TPI 95 R Design Crit: TPI STD 6.10 OTY:S FL 1 R Scale 3125" Ft. WARNING' TRUSSES REOUIRE ETIREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER i0 H18 91 (HANDLING INSTALLING AHD BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTI1.11. S83 O'ONOFRIO OR .. SUITE 200' MAD(SON, YI 531 9). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTXEAYISE 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 DRODUC TS. IIIC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS BESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 5D EC IF (CATION PUBLISHED BY THE AMER]CAN FOREST AN PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AAE MADE OF 20GA ASTN A653 GRAD GAL STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PEA fIIIG Q1IFI V i Na42704 :' y i Q.k STATE OF : Q '.(0R1OP'+/ T C T C BC B C TOT. L L DL DL L L LD. 4 0.0 10.0 5.0 0. 55.0 0 P S F cPSFF PSF P S F PSF R E F R 3 5 2-- 1 8 2 0 2 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 Sour APOPKA BLVD. APoPKA. FL 32703 407.299.1522 FAX: 407-299-91 53 7DATE0 / / 0 1 0 3 DRW SLTUSR352 S L T- E N G WM R SEON 42719 D U R F A C . 1.00 FROM CS L CPROFESSIONALENGINEERING NCE OF THE SUITABILITYNAL ANDUSE ENGINEERING RESPODRAWIpSIBILTTY SOLELYHE FORSEAL THETRUSS(S DRAWING COMPONENT DESIGNES SHOWN.THISA CERTIFICATE OF AUTHORIZATION N9218 COMPONENT TI ANSI/TPIIFORANYSECIIOPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER JUI 01. SPACING 24. 0 1 JREF- 1S43352707 Z2823B4 - F14) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.00 to 100 PLF at 22.00 BC From 10 PLF at -0.12 to 10 PLF at 22.13 TC 400 LB Conc. Load at 0.00 1 4-0-0-8 i I 3X4= 2X4 (R) = 2. 5X4 = W-2.5X4 = SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. 2.5X4 3X4= 2.5X4 = W-2.5X4 = 2.5X4 = 2.5X4 = 0-11-8 22-3-0 Over Continuous Support R-133 PLF W-21-3-8 Note: All Plates Are W2X4 Except As Shown. 2X4 (R) _ PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 0TY:1 FL 1 R Scale 3125" Ft. WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'ONOFRIO OR SUITE 200. MADISON. YI 53119). FOR SAFETY PRACTICES PRIOR 10 P CRF ORMTNG THESE FUNCTIONS. UNLESS 0 HERYISE INO ICAiCO, 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 PROOUCf S. INC. SHALL N07 BE 0.ESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE 10 t IFl y'Q•'•. 1 N0.42704 ' TIC TC B C L L D L D L 40.0 10.0 5.0 P S F P S F P S F R E F R 3 5 2-- 1 8 2 0 3 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE Q 7 / 1 / Q 3 D R W SLTUSR352 SLT-ENG WMR2722SOUTHAPOPKABLvD. APOPKA,FL 32703 407.299.1 522 FAx: 407-299-91 53 BUILD THE TRUSSES IN CONFORMA NICE YI IH iP I: OR FABR ICAf ING. HANDLING, SHIPPING. IN$1A11111G AND BRACING OF TRUSSES TMIS OESIGH C011FORMS $1ITN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AHERICAN FOREST AN0 PARER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA ASIM A653 GRAD GALV STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER iSTATEOF fPrAt}'% O R% BC TOT LL L D . 0.0 55.0 PSF P S F S E Q N 13196 D U R F A C . 1 .0 0 F ROM S L CPROFESSIONALENGINEERING DRAWINGS I60 A-Z. THE SEAL ON THIS DRAY ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPON5181LITY SOLELY FOR THE TRUSS C(jMPDXENT DE 91GN SHOWN. THE SUI TAB IL IT AND USE OF THIS f/ f• CERTIFICATE OF AUTHORIZATION#921 a COMPONENTIFOR ANYNSE PARTICCTION ULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul 01 '03 SPACING SEE ABOVE JREF- 1543352_Z07 LcYscst$4 - I-TS) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1-0-8 9-1-8 5' Typ. 2 X 4 III 2X4(R) = 4X6= 3X4= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 15.5' 2. 5X4 = 2. 5X4 = 2. 5X4 = 2. 5X4 W-2.5X4 2X4(R) 3X4= 4X6= 2X4III MEAN i I EV4 Ar' Elwmmmpjr,"' B2 4.. 3X6= W_3X6= v 2.5X4= v 3X6= 19-6-8 Over 2 Supports R-1062 W-1' R-1062 W-3.5' PLT TYP. Wave TPI 95 R Design C r i t : TPI STD 6.10 OTY:9 FL 1 R Scale 375" Ft. BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE YARNING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND583INSTITUTE. HES p'ONOFRIO DR., SUITE 200. MADISOX. YI 5J719). FOR SAFETY PRACTICES PRIOR TO PERFORMING TXE SE FUNCTIONS. UNLESS OTH ERYISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYS A PROPERLY ATTACHED RIGID CEILING M ASIFI( 4 T C T C L L D L 4 0.0 10.0 P S F P S F R E F R 3 5 2-- 1 8 2 0 4 S MYTH LUMBER CO. DATE 0 7/ O 1/ 0 3 DRW SLTUSR352ROOFTRUSSDIvESION 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407.299.1522 FAX: 407-2999153 DROOUCRSAHINC. SHALLINOTA EORESPONSIBLEDFORGNANY ipEYIIATIOXLFROHNTH/5E0ESIGN: AANYNEFAILUREEfO 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 ZOGA ASTM A65J GRAD GAL Y. Sf EEL. EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER j No.442704 ' 1 7f = 7[ 1 STATE OF •' y." 0R1O V BC BC TOT. DL LL LD. 5.0 0.0 55.0 PSF PSF PSF SLT-ENG WMR SEON- 42741 D U R F A C . 1.00 FROM S L CPROFESSIONALENGINEERING 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 ALA CERTIFICATE OFAUMORTZAnON#921B ANSIZTPIIIF/ 995NSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul 01 SPACING 24.0" JREF- 1543352 Z07 LLCOc•304 - rio) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.00 to 100 PLF at 5.29 BC From 10 PLF at 0.00 to 10 PLF at 5.29 TC 797 LB Conc. Load at 0.60, 2.60, 4.60 1-7-8 24.5' j 1-7-8 5Typ. 3X6 III 5X4 = 5X4 = 3X6 III T T 1- 4-0 1-4-0 1 + 9—L- 0 3X6= 2X411I 2X4III 3X6= 5- 3-8 Over 2 Supports R- 1507 R-1466 W-4' f— UIIU r—r—LU n 1 tI 'n ii I- i ,n LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 OTY:1 FL 1 R Scale 375" Ft. YARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'ONOFRIO DA SUITE 200. MADISON, YI 53J19). FOR SAFETY PRACTICES DAIOR TO PERFORMING THOSE 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 IRE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO gZIF1 % f4v 0% i Nc.42704 3 S` k TC L L TC D L BC D L 40. 0 1 0 . 5. 0 0 P S F PSF P S F R E F R 3 5 2-- 1 8 2 0 5 D AT E O 7 / O 1 O 3 S MYTH LuM BER CO. ROOF TRUSS DIVISION D R W SLTUSR352 SLT- ENG WMR 2722SoVTTTAPOPKABLvD. APOPKA, F1.. 32703 407- 2991522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANO BRACING OF TRUSSES. THIS DE5IGII CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICA N FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO J STATE OF :Q` A ti..' BC LL TOT. LD. 0. 0 55. 0 PSF PSF SEON- 42531 FAX: 407.29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER v yM` D U R . F A C . 1.00 FROM C SL C PROFESSIONALENGINEERINGDRAWINGS 160 A-2 THE SEAL ON THIS DRAWING INOICAfCS ACCEPTANCE OF PROFESSIONAL ENGINEERING U55 CQMPONENI DE LI GN SHOWN I H ESUITABILITY AND USE OF THIS RESPD1151BILITYSOLELYFORTHETRUSSf/ f• SPACING SEE ABOVE JREF- 1543352_Z07 CERTIFICATEOFALITTIORIZATION092.8 COMPONENT TIFOR ANY NSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul 01 03 Z2823B4 - RI) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS)ASUBMITTED BY TRUSS MFA. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 120 MPH WIND, 24.81 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 1, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. A) Ix4 #3 OR BETTER 'T' BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 6' OC. JnV — JAU= JAU= 3X6(A1) 3X6(A1) 1-4-0 1-4-0 may' H L. 20-0-0 20-0-0 1 iF 40-0-0 Over 2 Supports R-1561 U-327 W-4' R-1561 U-327 W-4' 19-9-11 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 1875" Ft. WARNING•• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND 8RACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 58] O'ONOFRI0 DR.. SUITE 200. MApI SON, YI 53719). FOR SAFETY Dq ACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATCO. TOP CHORD SNALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING tlFl "• Vw T C T C L L D L 20.0 7.0 P S F PSF R E F R 3 5 2-- 1 8 2 0 6 S MYTH LUMBER CO. DATE 0 7 / 0 1 / 0 3 DRW SLTUSR352ROOFTRUSSDIVISION 2722 Soum APOPKA BLvD. APOPKA. FL 32703 407-299-1 522 FAx: 407-2999153 PR OOUCTS NINE. SHALL(NOTA EO RESPONSIBLE FORGCPYOFTHIS1IANYTDEVIATIONLFROMTHE INSTALATION THIST DESIGN: CNRACTORA ANYLPINE FAILURE[ TO ENGINEREDf BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OE SIGN CONFORMS VITN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISE0 BY THE AMERICAN FOREST AN0 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 UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER NO. 741 2704 STATE OF ` y OR,o••, :I P / BC BC TOT. DL LL LD. 10. 0 0. 0 37. 0 PSF PSF PSF SLT- ENG WMR SEON- 42537 D U R F A C . 1.25 PROFESSIONALENGINEERINGDRAWINGS 160 A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS a.• aLp C ER1l FlGATE OF AITYIIORZ1710N tt9218 ANSI/ Tp111F 0995N5C PARTICON ULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul 01 ' SPACING 24 0" JREF- 1543352_Z07 Z2823B4 - R2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. 3X6 (A1) 120 MPH WIND, 24.56 FT MEAN HGT, ASCE 1-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. A) 1x4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 5X6= 2. 5 X 4 2.5X4 S 6 6 5X6 5X6. A) (A) 19-9-14 r,YA= nY1n= GYr- 3X6 (A1) 1-4-0 1.4.0 t> ry L 19-0-0 1200I 19-0-0 I fF 40-0-0 Over 2 Supports _1 R-1561 U-553 W-4" R-1561 U-553 W-4' PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R Scale 1875" Ft. EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING ANDWARNING •• TRUSSES REQUIRE( HANDLINGBRAELNG. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INS I TOTE. 583 D'ONOFRIO OR., SUITE 200. NATO', VI 537I9). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS UNLESS OTHERWISEDICATEO. TOP CHORD SHALL HAVE PROPERLY ATFACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH IPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THI$ OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED OF BY fHE AMCRICAN FOREST AND PAPER ASSOCIATION) AND 1PI. ALPINE CONNECTORS ARE MADE OF 20GA A$TM A653 GRAD GAIY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ua fG ItIFI ,F 1 N0.42704 3' 17 STATE OF JQ tio`.•' T C TIC BC BC TOT L L D L DL LL L O . 20.0 7. 10.0 0.0 37.0 0 PSF P S F PSF PSF P S F R E F R 3 5 2-- 1 8 2 0 7 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTN APOPKA BLvD. APOPKA,FL 32703 407-299-1 522. FAx: 407-2999153 DATE 0 7/ O 1/ D 3 DRW SLTUSR352 SLT-ENG WMR S E O N 42625 D U R F A C . 1.25PROFESSIONALENGINEERING DRAWINGS 180 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 vr 1' CERTIFICATE OF AUTnIORRATION 99218 COMPONENTIFOR ANY SE PARTIPARTICULAR BUILOING-IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul 01 SPACING 24.0" JREF- 1S43352 Z07 Z2823B4 - R3) ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC 5X6= 120 MPH WIND, 24.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. A) 2X4 SP #3 or, SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 19-9-14 3X6 (A1) 3X6(A1) 1-4-0 1-4-0 L 17-0-0 J 6-0-0 I 17-0-0 I F 40-0-0 Over 2 Supports _1 R-1561 U-548 W=4' R=1561 U=548 W=4' PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R Scale 1875" Ft. WARNING TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 587 D'ONOFRIO Oq .. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PIT TOR TO PERFORMING THESE FUNCTIONS. UNLESS OiNEAWISE INOICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SfgUCIURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR ODUC IS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE f0 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SDEC IF ICATIOH PUBLISHED BY THE AMER ICAN FOREST AO 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 UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER•`.y R'O..•} M pt lFl F f NO.4Y%O4 ' OF ; STATE T C T C BC BC TOT. L L D L DL LL LD. 20. 0 7. 0 10. 0 0. 0 37. 0 P S F PSF PSF PSF PSF R E F R 3 5 2-- 1 8 2 08 S MYTH LUMBER CO. RGOF TRUS$ DIVESIOr4 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407- 299-1522 FAx: 407-2999153 DATE 0 7 / 0 1 / 0 3 DRW SLTUSR352 SLT- ENG /WMR SEON- 42648 D U R F A C . 1.25 PROFESSIONALENGINEERINGDRAWINGS 160 A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTAIICE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR IHE TRUSS COMPONENT OE SIGN SHOWN THE SUI TAB IL IIY AND USE OF THIS vli y CERTIFICATE OF AU1140RIZATION#9218 COMPONENT IFORANY SEPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER JU1 01 SPACING 24.0" JREF- 1543352 Z07 1LLO63D9 - K9) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC. 3X6 (Al) 1 -4 -0 H 1— UnU —An— FnurF µUna. i- FF i , ,U . 120 MPH WIND, 23.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. A) 1x4 #3 OR BETTER 'T' BRACE. 80;G LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 6' OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4III 5X6= 3X6(A1) 1 -4 -0 H 0-0 _1_ 10-0-0 _I_ 15-0-0 40-0-0 Over 2 Supports , I R-1561 U=542 W=4' R-1561 U-542 W-4' 19-9-11 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R Scale 1875" Ft. WARNING*' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBIISHEO BY TDI (TRUSS PLATE INSTITUTE. 58J D'ONOFRIO 00.., SUI IC 200. MAGI SON. VI 5J719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOffON CH0R0 SHALL HAVE A PROPERLY ATTACHED RIGID CEII ING. 1MPORf ANT —FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR ODUCIS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH 1P1. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SDECIFICATION PUBLISHED BY TNC AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF TOGA ASfM A653 GRAD GALV. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERDRAWING I1IL. a''w{_/ GA'(IFI '•. V F NO. 42%04 t STATE OF • P}tp y4 0 R,O '• -` rc 1 T C T C BC B C TOT. L L D L DL L L LID. 20.0 7. 10.0 O. 37.0 0 D P S F P S F PSF P S F PSF R E F R 3 5 2-- 1 8 2 0 9 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 ao7-zsalszz•.' FAx: 407-29991 53 DATE 0 7/ 0 1/ 0 3 DRW SLTUSR352 S L T- E N G / W M R SEON 42543 D U R F AC 1 25SEALSDRAWINGTSHOWNESNALIOFCTHISNCEOFOANDPROFESSIONALENGINEERINGCEPfATHESUITABILITYAESPONSIBILIIYSOLELYIFORSTHETRUSSICQMDONENTDESIGNUSEM\, CERTIFICATE OFAUTHORFIAnON#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Jul 01 SPACING 24.d" JREF- 1S43352_ZO7 L606309 - K7) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. INIJ UNh NKtNAKtU FKUM LUMYUItK INPUT (LUAU) 5 UIMtNJIUNJ) JUbMI11tU OT IKUJJ MFK. 120 MPH WIND, 23.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC. 5X6= 2X4III 5X6= 5 X 6 5X6 6 r 6 o5 L 19 9 14 1Yd III 5X6- 3X8= 5X6- 9YA III 3X6(A1) 3X6 (Al) 1-4-0 1-4-0 H ty 13-0-0 1 14-0-0 I 13-0-0 I fF 40-0-0 Over 2 Supports J R=1561 U-537 W=4' R-1561 U-537 W-4' PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R - Scale-.1875" Ft. YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND AI •BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M. T C L L 20.0 PSF R E F R 3 5 2-- 1 8 2 1 0-•_ I/_ INSTITUTE. SB3 D'ONOFRIO OR.. SUITE 200. MADISON. VI 53719). FOR SAFETY PRACTICES PRIOR TO DE RF ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED (ZIFIC4j,.T C D L 7.0 PSF DATE 0 7 / 0 1 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVESION •• fMPORiANf•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i N0.42704 BC DL 10.0 PSF DRW SLTUSR352DRODUCTS, INC. SHALL NOT BE RCSPONSIBLE FOR ANY OEVIAIION FROM THIS DESIGN: ANY FAILURE TO y 1 2722 SOUTH APOPKA BLvD. BUILD IHE IR USSES IN CONFORMANCE YI IH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF t{ir BC LL 0.0 PSF SLT-ENG /WMR SPECIFICATI OH PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ,•` A f TOT . L D . 3 7.0 P S F S EON - 42545407-299-1 522 CONNECTORS ARE MADE OF 20GA ASIM A653 GR/0 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO VVV T• OR10,•• t1FAX: 407.299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER `•.,,,..+ PROFESSIONAL ENGINEERING DRAWINGS 160 A-2. TXE SEA( ON THIS DRAWING INDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING ND U R . F A C . 1 . 2 5 RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORITATI0N#9218 COMPONENT ANY SCPAPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul 01 SPACING 24.0" JREF- 1543352_Z07 Z2823B4 - R6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6(A1) 120 MPH WIND, 22.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC. 5X6= 5X6= 2.5X4 = 5X6= 2.5X4 2.5X4 s 6 6 EF 19-9-1 2X4 III rYA YF- I YR= 2YA III 3X6 (A1) 1.4-0 1-4.0 11-0-0 _I. 18-0-0 11-0-0 I 40-0-0 Over 2 Supports R=1561 U-531 W-4' R-1561 U-531 W=4' PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R Scale 1875" Ft. YARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING REFER 1S HIB,91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE INSTITUTE. 5aS D'ONOFRIO OR .. SUITE 200. MADISON. YI SJ719). FOR SAf EIY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE RROPERLY 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 Pp ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO r1FI (••. j- % t F No.42704 1 =1 T C T C BC L L D L DL 20.0 7.0 10.0 PSF PSF PSF R E F R 3 5 2-- 1 8 2 1 1 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 7 / 0 1 / 0 3 DRW SLTUSR352 2722 SoLml APOPKA BLvD. APOPKA, FL 32703 407-299.1 522 FAX: 407-299.9153 BUILD THE TRUSSES IN CONFORMANCE YI1H TP1: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AN" BRACING OF TRUSSES. THIS DESIGN CONFORMS YITM APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER'CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORSOAR E MADE OF ZOGA ASIM A653 GRAD GALY. STEEL. EXCEPT AS NOTED APPLY CONNECTORS 10 EACH FACE F TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS 0ESIG N. POSITION CONNECTORS PER 7f 7C 3 STATE OF lL k V" X O RID e ilPb_ B C T 0 T L L L D . 0. 37.0 0 P S F PSF S L T- E N G WM R S E 0 N - 42547 D U R F A C . 1.25PROFESSIONALENGINEERING DRAWINGS 160 A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NESPONSI BILI TY SOLELY FOR THE TRUSS COMPONENT OESIGN SHOWN. THE SUITABILITY AND USE OF THIS A ` ITCERTIFICATEOFATTIORVJLTION a9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. Jul 0l '03 SPACING 24.a" REF- 1S43352_ZO7 IL4063D9 - K/) r8OT CHORD 2x4 SP #2 CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. JIN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 3X6 (Al) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 22.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 5X6= 2.5X4 = 5X6= 2 X 4 F 2 X 4 6 r (A) (A) 6 19-9-14 GYA- 3X6(A1) 1 4-0 1-4-0 I. 9-0-0 _I, 22-0-0 I 9-0-0 I 0-0-0 Over 2 Support R-1561 U-525 W-4" R-1561 U-525 W-4" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 summumm, OTY:2 FL 1 R Scale m.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AHD BRACING). PUBLISHED BY TPI (TRUSS PLATE IN STIIUIE. 583 D'ONOFRIO DR., SUI IC 200. MA ISO WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATEO. TOP CHORD SHALL HAVE PROPERLY AIIACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH 1P1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMCAICAN FOREST AND PAPER ASSOCIATION) AHD TPI. ALPINEaR,A'! CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNEC10R5 10 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER e Q.',FIFI CA F 1f No.42704 =1 STATE OF t V T C T C BC BC TOT L L O L DL LL LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF R E F R 3 5 2-- 1 8 2 1 2 S MYTH LUMBER CO. RooFTRUSSDIVESION 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407-2991522 FA%: 407-299-91 53 DATE 0 7 O 1 0 3 DRW SLTUSR352 SLT-ENG /WMR SEQN 42672 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #92 18 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 0. E SPONSIBILITY 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. ANSI/TPI 1-1995 SECTION 2. PER AfLE Jul 01 'D D U R F A C . 1.25 SPACING 24.0" JREF- 1543352 Z07 ccOKJD4 - KO) TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #1 Dense: BOT CHORD 2x6 SP #2 :B2 2x6 SP SS: WEBS 2x4 SP #3 :W3, W9 2x4 SP #2: IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4 (A4) 2 X 4 --- 1OX10(R) % 3X4= 120 MPH WIND, 21.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL-5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.54" DUE TO LIVE LOAD AND 0.46" DUE TO DEAD LOAD AT X - 20-0-0. 7X6= 3X4= 1OX10(R) 1/1 PPPPP' UP9 2.5X4 = HS612 = B2 3X8= HS612 = 2.5X4 = 5X4 (A4) 5X4 (A4) 1-4-0 1-4.0 I 7-0-0 I 26-0-0 7-0-0 I 0-0-0 Over 2 Support R-3083 U-935 W-4' R=3083 U-935 W-4' 19-9-14 PLT TYP. High Strenggth, Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R Scale 1875" Ft. WARNING•' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M. T C L L 20 .0 P S F R E F R 3 5 2-- 1 8 2 1 3 INSTITUTE. S83 O'ONOFRIO OR., SUITE 200. MADISON, VI 53T19), FOR SAFETY PRACTICES PRIOR TO P ERF ORMIHG THESE FUNCTIONS UN LC SS OTHERWISE INDICATED. i0P CHO0.0 SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACIIIG OF TRUSSES. THIS DESIGN CONFORMS VI TH APPLICABLE PROYISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THC AMERICAN FOREST AHD PAD ER ASSOCIATION) AND TPI. ALPINE` EACHFACECONNECTORSARE. APPLY CONNECTORS TO TRUSS. AND 2 UNLESS T OTHERWISE A LOCATED ON C THIS C DESIGN. XCEPT SPOSITION CONNECTORS tlFl ••. f f No. 42%04 :I 1 1 STATE OF :Q VVV y` Q R,O T C BC BC TOT D L D L LL LD. 7. 0 10.0 0.0 37.0 P S F P S F PSF PSF DATE 0 7/ 0 1/ 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVCSION 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 4072991522 FAx: 407-299,9153 D R W SLTUSR352 SLT- ENG /WMR SEON 42680 OUR F A C . 1. 25 PROFESSIONAL ENGINEERING DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS It SPACING SEE ABOVE JREF- 1543352_ Z07 CERYIFICATEOFALmIORTZATION#921e COMPONENTPARTICULAR BUILDING ISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER TlFOR ANSECTU Jul 01 Z2823B4 - R9) ' • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR'. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 2 X 4 III 6(— T 1-10-3 91- 0 2X4 (Ai) 2X4 III L<1-4-O>1 3-0-0 Over Continuous Su port R-97 PLF U-64 PLF W-3-0-0 120 MPH WIND, 10.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND ' BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I II STITU TE. 5ES D'ONOFR IO DR . SUI iE 200. MADI SON, WI 5J719). FOR SAFETY PRACTICES PRIOR TO P ERFORMIHG THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP ". SHALL NAPE PR OPER IY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.FURN DROOUCTS. INC. SHALL I NOTSH A BE O RESPONSIBLE FOR PY OF THIS GN ANY 1 DEVIATIOHE N FR ON THIS THISTDESIGN: ALPINE AYFA I LU0. EE TO pp•Z IFIG,••, w ir- %'': f4 , JRED NO•* 704 * T C L T C D BC DL L L 20. 0 7.0 10.0 PSF PSF PSF R E F R 3 5 2-- 1 8 2 1 4 S MYTH LUMBER CO. ROOF TRUSS DIvISION DATE 0 7 0 1 l l0 3 DRW SLTUSR352 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407-299. 1522 FAX: 407- 2999153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S PCC IF ICAf10N PUBLISHED BY THE AMCR ICAX FOREST AND PAPER ASSOCIAf10N) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS TM A65J GRAD GAL Y. STEEL. EXCEPT AS NOTC0. APPLY CONNECTORS TO EACH OR OF 1RUSS. AND UNLESS OTHERWISE LOCATED OH THIS DESIGN. POSITION CONNECTORS PER J STATE OF ft hq OAlO,,PpVA BC ILL T O T. L D. 0.0 3 7. 0 PSF P S F SLT-ENG WMR S E O N- 42686 D U R . F AC . 1.25 PROFESSIONAL ENGINEERINGDRAWINGSIGO A'Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING pC SPONSIBIL ITY SOLELY FOR THE TRU5S COMPONENT DESIGN SHOWN. THE SUI TABI111 AND USE OF THIS YY CEITTIFIGATEOFAUTHORIZATION 49218 COMPONENT FORBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSECTION l Jul01 ' 03SPACING 24.0" JREF- 1543352_Z07 L406309 - KJU) INI3 UNu VKLrAKLIJ rKUN LUPIrUILK iurul LLUAU3 a uIMLN31UN3) aunNIIItU bT IKLi33 MI-K. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 120 MPH WIND, 10.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2 X 4 III 6 F— T 1-10-3 4 - I - 0 2 X 4 III 2X4 (Al) L<1-4-0::+ 3-0-0 Over 2 Supports R-234 U-180 W-8" R-69 U-180 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:6 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M. R'' I/ pSIFT(-. V l`fV-.IFI(4.•i T C T C L L D L 20.0 7.0 P S F PSF R E F R 3 5 2-- 1 8 2 1 5 SMYTH LUMBER CO. DATE 0 7 / 0 1 0 3 DRW SLTUSR352ROOFTRu55DIVISION 2722 SOUrH APOPKA BLVD. APOPKA.FL 32703 407.299-1 522 FAVI: 407-299-91 53 IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BUILD THE TRUSSES A IN CONFORMANCEWITHTPI: OR FABRICATING. HANDLINGS SHIPPING. A INSTALLING E AND BRACING OF TRUSSES. THIS OESIGN CONFORMS WITW APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SP EC F ICAONNECTORS ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) OF TAP 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 f niO.Ail%04 1 STATE OF I. r a ti0R`O .A BC BC TOT DL LL L D . 10. 0 0. 0 37. 0 PSF PSF PSF SLT- ENG WMR S E O N - 42683 D U R F A C . 1.25 F ROM B M PROFESSIONALENGINEERINGDRAWINGS 160 A•2 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SP DNS191LI IY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS/ CEFMFICATE OF ALMIORI1A710N tt9218 ANSPOTEPLTIFOR995ANY SEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul 01 SPACING 24.V" JREF- 1S43352_Z07 Z2823B4 - RIOA) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2 X 4 III 6 F— T 2- I4- 3 0-91 O 2X4 III 2X4 (All L<I-4-oY 4-0.0 Over 2 Supports-- 1 R-262 U-180 W-8' R-115 U1=180 120 MPH WIND, 10.32 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT I1, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:9 FL 1 R Scale 375" Ft. YARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-9l (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE NSTIIU TE. SBJ O'ONOFRIO DR., SUITE 200. MAOISON. YI 5J719). FOR SAFETY PR ACfICES PRIOR 10INFORMINGPEAFORMIHGTHE $E FUNCf IONS UNLESS OTHERWISE INDICATED. TOD CHORD SHALL HA YE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AXY DEVIATION FROM TXIS DESIGN: ANY FAiIURE TO BUILD THE fR USSES IN CONFORMANCE WITH TPI. OR FABA ICATING. HANDIING. $HIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION DMADE OF BY IHC AMCA5CAN FOREST AN PAPER ASSOCIATION) AND IA1. ALPINE CONNECTORS ARE MADE OF 20GA ASfM A65J GR AO GALV STEEL. EXCEPT AS NOTED. APPLY CONNECTORS f0 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Gt IFI t N0.42704 ST TE OF ; VVV • OR1O.• ti.,,,..• T C L T C D BC DL BC LL T 0 T . L L L D . 20.0 7.0 10.0 0.0 37.0 PSF P S F PSF PSF PSF R E F R 3 5 2-- 1 8 2 1 6 SMirr'H LUMBER CO. ROOF TRUSS DIVESION 2722 SollTH APOPKA EiLw. APOPKA. FL 32703 407-299-1 522 FA)(: 407-29391 53 DATE 0 7 / 0 1 0 3 DRW SLTUSR352 SLT-ENG /WMR S E 0 N - 22957 D U R . F A C . 1.25 FROM BMPROFESSIONALENGINEERING DRAWINGS 160 A'1 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS of E L CERTIFICATE OFAUTHORIZATION#9218 OMPONE T1FOR ANYCOMPONENT SECTION PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul 01 SPACING 24.0" JREF- 1S43352 Z07 Z2823B4 - R9A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2 X 4 III 2 X 4 III 6 T 2- I4- 3 9J4_- 0 2X4 (A ) = 2X4 III 2 X 4 III Lc1 -4 -O>1 4-0.0 Over Continuous Support R-92 PLF U-57 PLF W-4-0-0 120 MPH WIND, 10.32 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCOL-5.0 PSF, WIND BCDL-5.0 PSF. SEE OWGS A12030ECO901 & GBLLETINIOOI FOR MORE REQUIREMENTS. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO XIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHEO BY TPI (TRUSS PLATE`, y`M.4j_/`/_ I NSi I TUTS. SBJ O'ONOFR10 DR . SUITE 200. NADISON, VI 5J119). FOR SAFELY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IIIOICAIED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. PRODUCTS IMPORTANT-- FURNISH SHALL NOT BE RESPONSIBLEPY OF THIS F ORANY 1HEEVIATIONLATIOFROMNTHOISI DESIGN. ALPINE ANYFAILURES 10 wM A V ••t lFl ((••'`•, 11f.• f NO. 4Y%O4 ' T C T C BC L L D L DL 20. 0 7.0 10.0 P S F PSF PSF R E F R 3 5 2-- 1 8 2 1 7 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 7/ 0 1/ 0 3 DRW SLTUSR352 2722 SOUTH APOPKA BLWD. APOPKA. FL- 32703 407-299- 1 522 BUILD THE IRUS 5ES IN CONFORMANCE VI TH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE ICAIION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND "'-ALPINE CONNECTORS ARE MADE OF 20GA ASTN A653 GR/0 GALY. STEEL. EVCEPT AS NOTED. APPLY CONNECIORS TO STATE OF 14 Ia Q. LLEI 4ti R10r•0 v BC T 0 T LL L D 0.0 37.0 PSF P S F SLT-ENG WMR .. S E 0 N 22960 FAX: 407-29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D U R F A C . 1.25 FROM M PROFESSIONAL ENGINEERING DRAWINGS160A- 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS fOMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS, c A ` CERTIFICATE OFAun10RTZATION#92 IS COMPONENT TIFOR ANY NSEPARTICULAR BUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul 01 '03 SPACING 24. V" JREF- 1S43352_Z07 Z2823B4 - RII) ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) ,SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 81 PLF at 1.46 to 81 PLF at 8.63 BC From 4 PLF at 1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.08 BC From 4 PLF at 7.08 to 4 PLF at 8.63 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. T 2-0-11 i 5X4= LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.89 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDLa5.0 PSF, WIND BCOL-5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REOUIREMENTS. 6 F— l 6 2-0-11 L14-0 LEI-s-O>J L<1-5-0 L 3-6 8 _1_ 3-6-8 1 7-1-0 Over Continuous Support— R-137 PLF U-67 PLF W-7-1-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 375" Ft. WARNING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE INSTI1UTC. 583 O'ONOFR10 0R.. SUITE 200. MAGI SON. NI 537 I9). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESC FUNCf10N S. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAOE OF 20GA ASIM A653 GRAD GALv. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER RaiIFF'•. l E NO.asiO4 1 f 1 t STATE OF C Q' R,O ••' t1 T C L L T C D L BC DL BC L L TOT . L D . 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF P S F P S F R E F R 3 5 2-- 1 8 2 1 8 SMYTH LUMBER CO. ROOF TRUSS DIVrSION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407.299.1 522 FAX: 407-2999153 DATE 0 7 / 0 1 0 3 DRW SLTUSR352 S L T - E N G / WM R S E O N 42691 D U R . F A C . 1.25 FROM BMPROFESSIONALENGINEERINGRESPONSIBDRAWINGILITYSOLELYTFOASTHEEALIRUSSICOMPONENTOE$IGNSDRAWINGT$HOWNES CEPTATHE SUITABILITY NCE OF OAHp USE NAL ENGINEERING CERTIFICATE OF AUTt10RRJLT10N#9210 ANSI/TPITIF0995NSE PARTICULAR BUILDING IS IRE RESPONSIBILITY OF THE BUILDING DESIGNER. PER J 11 01 SPACING SEE ABOVE JREF- 1S43352707 tL404Jn`1 - Kle) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.89 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCOL-5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. T 2-0-11 1 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 6 F— l6 2X4 III 2X4 IIII T 2-0-11 14 - 0 2X4 III 2 X 4 III 2 X 4 III L<1.5-0 >J LF 1-5-0 L. 3-6-8 -1- 3-6-8 J L7-1-0 Over 2 Supports 30 R-348 U-227 W-3.5' R-348 U-227 W-3.5" PLT TYP. Wave TPI 95 R Design CriL: TPI STD FLBC 6.10 QTY:3 FL 1 R Scale 375" FL. YARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H)B 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I N$IITUT E. 583 D'ONOFR10 OR.. SUITE 200. "ADISON, YI 53119). FOR SAFETY PRACTICES PRIOR TO PC0.F ORM ING THESE FUNCTION$. UNLESS OTXCRYI SE IND ICA ICD. TOP CHORD SHALL NAPE PROPERTY ATTACHEDHCD 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 L IF1 ••. ttt GY i NO.4Y%04 17f * 1 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-- 1 8 2 1 9 DATE Q 7 / Q 1 / 0 3 SMYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 2722 SOU' iI APOPKA BLVD. APOPKA. FL 32703 ao7.2-1522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NITS (NATIONAL DESIGN CONNECTORS AREPMADESOF PUBLISHED1 APPLYACONNECTORS TOASTMMA653AGRAORGALV. STEEL. EXCEPTS AS NOTED APPLY i 53TATE OF f y Q R1 .•P'F J`iII AI} BC TOT.LD. LL 0.0 37.0 PSF PSF SLT-ENG WMR SEQN- 42693 FAX: 407.299-9 1 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSIT 10N CONNECTORS PER OUR F A C . 1.25 FROM BMPROFESSIONALENGINEERING DRAWINGS 160 A-2. THE SEAL ON THIS ORATING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Di SIGN SHOWN THE SUITABILITY AND USE OF THIS N SPACING 24.-0" TJREF- 1S43352_Z07CERTIFICATEOFAUTHOROATONR9218COMPONENT 1 F1995NSE PARTICULAR BU ILDI 8t. IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul 01 '03 LL23LJb4 - K1J TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SO #2 WEBS 2x4 SIX #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X8(A1) _ 6X8= 2X4III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCOLa5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. 6X8= J X- 3 9-4-0 2X4 III ucni 9 = 9X4 III 3X8(A1) _ l 4 0 L_l - 4 - 0 L< 6-0-0 I 8-0-0 I 6-0-0 I F 20-0-0 Over 2 Supports _I R-1383 U-554 W-3.5' R-1383 U-554 W-3.5' PLT TYP. High Strenggth, Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 aoomw. 0TY:1 FL 1 R Scale 3125" Ft. WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER f0 HIB"' (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (,TRUSS PLATE M T C L L 20.0 P S F R E F R 3 5 2-- 1 8 2 2 0 INSTITUTE, 58J D'ONOFRIO OR., SUITE 100. MADISON, WI 53119). FOR SAFEfY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•' FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BERESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE IR USSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TAUSSE S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER5CAN FOREST AHD PAPER ASSOCIATION) AND 7PI. ALPINE CONNECTORS ARE MADE OF TOGA ASTN A657 GAAO GAL Y. STEEL. EYCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRU55. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER y' '-SIFT " 1//; ( •( 110.4Z]04 7[ i, STATE OF P SIOp10 ' / f, T C BC B C TOT. D L DL L L L D. 7.0 lO.O O . 37.0 O PSF PSF P S F P S F SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 40407-29 -91FAX: 407-2999153 DATE 0 7 / 0 1 / 0 3 DRW SLTUSR352 S L T - E N G WM R S E 0 N- 42575 D U R F A C . 1.25 IFROM B M PROFESSIONALENGINEERINGDRAWINGS 160 A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPONSIBIL1 IY SOLELY FOR THE TRU55 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS7 CERTIFICATEOFAUTHORZATION09210ICOMPONENTIFORANSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF I H EBUILDING BESIGHER. PER JUI 01 SPACING SEE ABOVE JREF- 1543352 L07 L606o04 - nT i nla unu rn[rrn[u rnvrl vriruicn 1nrui Lwhua a uU•¢nalvna) aum-n iiEu o1 Irtuaa r—. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-3 120 MPH WIND, 21.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. L. 1-10-10.1. 9-10-13 _ I 9-10-1 Over 3 Support R=400 U-223 W-5.657' 2 4217 U-189 3-9-15 R-321 U-180 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:4 FL 1 R Scale 375" Ft. YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BAAC IHG REFER TO HIB•91 (NANDL IHG INSTALL IHG AND BRACING). PUBLISHED BY TDI (TRUSS DL ATE IN STIIU TE. 581 D'ONOFRIO DR., SUI 1E 200. MA ISO WI 57119). FOR SAFETY PRACTICES PIT R TO THESE FUxCT10x S. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL NAPE A PTODTHEY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INS LAIlATION CONTRACTOR. TOR. AL DINE ENGINEEREDINECRED DA ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO Z PEAFOPMING 111N%• No.4Z704 ' T C TC BC L L DL DL 20.0 7.0 10.0 P S f PSF PSF R E F R 3 5 2-- 1 8 2 2 1 SMYTH LUMBER CO. F200F TRUSS DIVISION DATE 07 D1 D3 DRW SLTUSR352 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299.1522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 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 STATE OF ; P X0RAo„•. BC TOT. L L LD. 0.0 37.0 PSF PSF S L T -ENG WM R SEQN 42583 FA%: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D U R F A C . 1.25PROFESSIONALENGINEERING DRAWINGS I60 A.Z. THE SEAL ON THIS BRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS jOMDONEIIT DESIGN SNOWH. THE SUITABILITY AN0 USE OF THIS CETTnFICATEOFAUT110RIZATIONs9218 ANSIPON/1PIT1F0995NSECIIOKULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. DER Jul 01 '03 SPACING SEE ABOVE JREF- 1S43352_Z07 L604304 - ncl HIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 5-11-8 SETBACK JACKS WITH NO WEBS. 2.12 2X4 (Al) L.. 1-io-io -1F 8-5-13 _ I 8-5-1 Over 3 Supports R-157 PLF U-95 PLF W-1-10-10 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL-5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. T1279 U-233 1-9-12 d- 0 R-117 U-180 PLT TYP. Wave TPI 95 R Design Crit: TP1 STD FLBC 6.10 OTY:2 FL 1 R Scale —.375" Ft. WARNING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 581 D'ONOFRIO DR.. SUITE 100. HAN SON. VI 5)T19). FOR SAFETY PRACTICES PRIOR TO PERFORMING THE SC 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 DR ODUCT S. INC $HALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE iA USSES IN CONF OAMANCE WITH TPI: OR FABR ICATIHG. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESPONSI8:6ITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN 1NE SUITABILITY AND USE OF THIS7 pZIFI'•. VF E N(I.ai %o4 17 j STATE OF AA Q' ! 7 640 Rom••. Ajj.if(. T C L L T C D L UC DL BC LL T 0 T . L D . 20.0 7.0 l0. 0.0 37.0 D P S F P S F PSF PSF P S F R E F R 3 5 2-- 1 8 2 2 2 SMYTH LUMBER CO. ROOF TRUSS DIVISION 272250U1'F/APOPKA BLVD. APOPKA. FL 32703 407.299.1 522 FAX: 407.299 9153 PROFESSIONAL ENGINEERING DATE 0 7/ 0 1 0 3 DRW SLTUSR352 SLT-ENG / WMR S E O N - 42585 OUR . F A C . 1.25 FROM BM CERTIFICATE OF AIITHORCEATION 092113 ANSI/TPI IFOR ANY SCCTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER JU1 01 .. SPACING SEE ABOVE JREF- 1543352 D7 LZU,Jb9 - tl I HIJ UNU rKtrAKtU rKUM LUNrUILK IIYrUI CLUAUD a UINLRDIUNZ,) JUt)MIIILU IST IKUJD MI`K. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. Lc1 -4-0. 7 -0-12 I7-0-0 Over 3 Supports R-363 U-197 W-4' 120 MPH WIND, 21.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. 2 -163 U-180 3-10-3 14 R-73 U=180 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:28 FL 1 R Scale 375" Ft. WARNING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PURL ISHE0 BY TPI (TRUSS PLATE INSTITUTE. 587 D'ONOFRI0 DR.. SUITE 200. MADISON, YI 5J/19). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 100 CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO w_ jtlFl//++ '•.V f "Y).• l IJ0.42704 • 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-- 1 8 2 2 3 SMYTH LUMBER CO. ROOF TRUSS D1VIS10N DATE D 7/ 0 1/ D 3 DRW SLTUSR352 S L T - E N G WM R ' 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407-299.1522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORM$ WITN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IF (CATION PUBL ISHCD BY THE AMCR ICAx FOREST AND PAPER ASSOC IATIOH) AND 1P1. AIP IxE CONNECTORS ARE MADE OF 20GA ASTM A657 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO n i STATE OF A 4RIDP}t1. BC TOTAD. L L 0.0 37.0 PSF PSF SEON- 42587 FAX: 407.29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D U R F A C . 1.25PROFESSIONALENGINEERING DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS fOMPONENI O(SIGN SHOWN. THE SUITABILITY AND USE OF THISy CEFMFICAYF.OFAUmC)RILATION#9216 T1FOR ANYCOMPONENTSECTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul 01 '0 SPACING 24. V" JREF 1543352_Z07 ILCOC309 - CCJ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 31- 1 10-4 131 U-180 1-9I-14 9-w-0 R-60 U-180 2X4 (Al) L:i-4-O-J- 6-0-12 _1 6-0-0 Over 3 Supports--- R=326 U-214 W=3.5' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR- 120 MPH WIND, 10.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:5 FL 1 R Scale 375" Ft. WARRING•• TRUSSES RECLINE EXTREME CARE IN FABRICATION, HAHOLIHG. SHIPPING. INSTALLING AEBRACING. REFER TO HIB-91 (HAHDL ING INSTALLING AND BRACING). PUBLISHED BY TDI (TRUSS PLATE I NSTITUIE. 583 D'ONOFRIO OR.. SUITE 200. MAGI SON. VI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. fOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PRODEALY AffAC HEO RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH IP1: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN 40 GALEST AND PAPER ASSOCIATION) AND fAl ALPINE APPLY CONHECTORS 10CONNECTORSAREMADEOF20GAASTM OTHERWISE GRAD GALE. STEEL. EXCEPT DESIG AS POSITIONEACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER AI W-V G t1F1CF N0. 42704 y 7CSTATE OF tA g .` R O T C I TCBC BC TOT. LD. L L D L DL LL 20. 0 7. 0 10. 0 0. 0 37. 0 PSF PSF PSF PSF PSF R E F R 3 5 2-- 1 8 2 2 4 SMYTH LUMBER CO. ROOF TRUSSDIVISION 2722 SOLTTIT APOPKA BLVD. APOPKA. FL 32703 407- 29s1522 FAX: 407.295+9153 DATE 0 7 / 0 1 / 0 3 DRW SLTUSR352 SLT- ENG WMR SEON 42589 D U R F A C . 1.25 FROM B M PROFESSIONALENGINEERINGCERTYFECATL of ALMIORIZATION 09218 DRAWINGS 110 A-2. IRE 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 BE SIGNER, PER ANSI/IPI 1-1995 SECTION 2 0"'ALF' Af Jul01 1 SPACING 2 4 0 J R E F 1 S 4 3 3 5 2 Z 0 7 ccucsi q - L.11 In I UMU rMtrnntU rMUM LUNrU ILK InrUI \LUAU) n UIMLna I Urla) 31.101.111 ILU DI IMUaa Nrrc. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2 4108 U-180 2-10-3 14 R-48 U-180 120 MPH WIND, 21.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. c1-4-0L. 5-0-12 31. 5- 0-0 Over 3 Supports R- 295 U-181 W-4' PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:B FL 1 R Scale 375" Ft. YARNING•• TR USSCS REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BR ACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBIISHED BY TPI (TRUSS PLATE M• A T j(_/ T C L L 20.0 P S F R E F R 3 5 2-- 1 8 2 2 5 III STITUTE. 583D'ONOFRIO OR., SUITE 200. MAO[SON' YI 5J 719). FOR SAFETY PRACTICES PIT OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERYI SE INDICATED. TOP CHORD SHALL HAEE PROPERLY ATTACHED pZIFI '•. V T C D L 7.0 P S F DATE 0 7 / 0 1 0 3 SM YTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1f4v •• ROOF TRU55 DIVISION IMPORCANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f fJ0.IS2%O4 U LTCDL 10.0 PSF DRW SLTUSR352 2722 SOUTH APOPTCA BLVD. ODUCTS. NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO PRIBUILDINE TRUSS' S IN CONFORMANCE WITH iDl: O0. FABRICATING. HANDLING. SHIPPING, INSTALLING AND 1 lA = 7BC LL 0.0 PSF SLT-ENG WMR APOPKA, FL 32703 BRACING OF fR USSE S. THIS OE SIGH NFORMS VITH APPLICABLE PR OYISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE CoAMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF Q SEON- 42591 407-299-1522 AGSJ GR 10 GALE. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO CONNECTORS ARENAPEOF2UNLTOT.LD. 37.0 PSF FAX: 407. 29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER UNLESS EALINDICATES ACEPTANCE OF IOFCRING 4 O R.• f(fti••,. c. PROFESSIONAL ENGINEERING TRUSSICOMPONENT 06SIGR SHOWNCDRAWING RESPONSIBILITY SOLELYTHEFORSTHETHESUITABILITYONALANDUSETHISIVA . ` D U R . F A C . 1.25 CERTIFICATE OF AUnIORIZAT10N N9218 COMPONENTFORBUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul 01 SPACING 24 WE - 1543352_Z07 ANSI995SECTIONNPARTICULAR 0" k L&Oc.SD4 - Lc) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 21-4-2 47 U-180 1-1I0-3 1-9-14 R-23 U-180 Lci-4-0, 1. 3-0-12 1 3-0.0 Over 3 Supports R-234 U-180 W-4' INIS UWG PKLPAKLU FKUM LUMPUILK INPUT (LUAUS & UIMLN51UN5) 5UBMIIILU BY IKUSS MLK. 120 MPH WIND, 20.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WiND TCDL-5.0 PSF, WIND BCOL-5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:8 FL 1 R Scale 375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND RACING REFER 10 HIB,9l (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE M• Ztm T C L L 20.0 PSF R E F R 3 5 2-- 1 8 2 2 6 I MST 1C. 58) O'ONOFRIO DR.. SUI IE Z00. MADISON, YI 57719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCf ION S. UNLESS OTHERYI SE INOICA TED. i0P CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PHNELS. BOTTOM CHORD $HAIL HAVE A PR ODERLY AifACHCO AIGIO CEILING IMPORfAHT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFIC" N PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NADC OF 20GA ASTM A65J GRAD GAL Y. STEEL. EXCEPT AS NOTED APPLY CO NNECi0R5 TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS I60 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS7 Z1F1 '•V f N0.4.2704 ! S ! STATE OF !, t, A%, P}VAV-- In - R E T C BC BC TOT.LD. D L DL LL 7.0 10.0 0.0 37.0 PSF PSF PSF PSF S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOLZTH APOPKA BLvD. APOPKA.F- 32703 407-299.1522 FAx: 407-299-91 53 PROFESSIONAL ENGINEERING DATE 0 7 / 0 1 0 3 DRW SLTUSR352 SLT-ENG /WMR SEON- 42593 OUR F A C . 1.25 CERTIFICATE OF AUTHORIZATION #9218 ANSIONEN' FOR99AN$ECIPAR IICZLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul 0 SPACING 24 D J R E F - 1 5 4 3 3 5 2 D 7 Z282364 - C3) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 20.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL-5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6 F- 2X4 (Al) L<1.4.0 ::..I1-0.121 1-0.0 Over 3 Supports r---n 0 120 -4foll80219- 9-14 U=) 80 R= 247 U-275 W-4' PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:8 FL 1 R Scale 375" Ft. YARNING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'OxOFR To OR .. SUIIE 200. MADISON, NI 5)T19). FOR SAFETY DR ACTICES PRIOR f0 PERFORMING THESE FUNCTIOx S. UN ES OTHERWISE AND RCA I[D. TOP CxORD SxAll xArE PROPERLY AT ACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. PRIMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SP ECIF ICAlI0 PUBLISHED BY THE AMCR ICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTOR$ ARE MADE OF 20GA A$TM A653 GR AO GALY STEER, EXCEPT AS NOTED APDIY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M R' 1w it i plvlf`- !/. M0.4Y7O4 1 ABC iJ STATE OF J Q' p y. py•• T C T C BC BC TOT. LD. L L D L DL LL 20. 0 7.0 1D. 0. 0 37.0 PSF PSF PSF PSF PSF R E F R 3 5 2-- 1 8 2 2 7 S MYTH LUMBER CO. ROOF TRUSSUIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407.2s915225. FAx: 407- 2999153 DATE 0 7 / 0 1 / 0 3 DRW SLTUSR352 SLT-ENG WMR SEQN- 42596 D U R F A C . 1.25 PROFESSIONAL ENGINEERINGDRAWINGS160 A-Z. THE SEAL ON ixlS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SDOHSI B1I I TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS ML E 1 A CEFTTIFIC.ATEOFAUTNORRATION# 9218 OMPONE TIFOR ANY COMPONENT SEPARTIPARTICULARBUILDINGTHE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jul 01 SPACING 24-0" dREF- 1543352_Z07 LZUZ3114 - L.4 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3 2X4 (Al) cI.4.0>-2-0-12--j 2-0-0 Over 3 Supports R-211 U-188 W-3.5" i 0 - 9R-A. 9180 -4 1 U 180 120 MPH WIND, 9.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:4 FL 1 R Scale 375" Ft. WARNING•• TRUSSES REOUIRC EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING REFER TO H18,91 (HANDLING INSTALLING AND BAAC51NG). PUBLISHED BY 1P1 (TRUSS PLATE INSTIiUfE. SBD D'ONOFR I0 00... SUITE 200. MADISON. YI 5J719), FOR SAFETY PRACTICES DR TOR TO PERFORMING IHC SE FUNCTIONS. UNLESS OIHCAYI SE INDICATED. TOP CHOAO SHALL HAVE PR ODEAIY ATTACHED SfR UCIURAL PANELS. BOTTOM CHORD SHALL HA YE A PA ODER IY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IF IC Af10N PUBLISHED BY THE AMER ICAN FORE ST AND RAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAOE OF IOGA ASTM A65J GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER AI i/i!/_ Ov,1F1••• 10 E N0.4Y7G4 y 1 STATE OF y OR,OP• ti.•_ w•cr• T C T C BC B C TOT. L L D L DL L L LD. 20.0 7.0 l0. 0.0 37.0 D PSF P S F PSF P S F PSF R E F R 3 5 2-- 1 8 2 2 8 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 407.2991522 FA9 x: 407-299153 DATE D 7 / D 1 0 3 DRW SLTUSR352 S L T - E N G WM R SEON- 42598 D U R F A C . 1 . 2 5 FROM B M PROFESSIONALENGINEERINGRING TRUSS RESPONSIBIL/IY SOA I.LELY DRAWINGS - TFOR ST HE EALTRUSSI COMPONENT O ESIGNS DRAWINGTSHOWNESCEDTATHESUITABUITYNCEOFOANDUSENAL IOF E THIS CERTIFICATE OFAUTHORIZAT10N #92 18 COMPONENTILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI TIFOR ANSE CTIONCILAR Jul 01I SPACING24.0" JREF- 1S43352 7 D7 Z2823B4 - C5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD., 31— 1 4-4 1 3I 18$ U-180 9-- R-306 U-180 2X4 (Al) L<1 -4-0-'.4-0-12 II 4-0.0 Over 3 Supports { R-260 U-190 W-3.5' 120 MPH WIND, 9.98 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:4 FL 1 R - Scale -.375" 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. 5B3 D'ONOFRIO DR.. SUI TC 200. MADISON, vi 53T19). FOR SAFETY PRACTICES PRIOR i0 DERF ORMING THESE FUHCfI0H 5. UNLESS OiHCRVISE INDICATED. TOP CHOAO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING t1F1" % 42--;' 0161 T C TC L L DL 20.0 7.D PSF PSF R E F R 3 5 2-- 1 8 2 2 9 SMYTH LUMBER CO. DATE D7 01 D3 DRW SLTUSR352ROOFTRUSSUivISiON 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407.299-1522 FAX: 407.29991 53 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. TNIS DESIGN CONFORMS YIfN APPLICABLE PROVISIONS OF IIDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA 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 No. 42704 ? y i 7 1 STATE OF %4 ti [. ! L O Rj 0 v.•... BC B C TOT. DL L L AD. 10. 0 0. 0 37. 0 PSF P S F C PSFS L T - E N G WM R SEON- 42600 OUR F A C . 1.25 FROM B M PROFESSIONALENGINEERINGDRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION R9218 COMPONENTFOR NSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 099ANYJul 01 SPACING 24. V" JREF- 1543352_Z07 ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • I) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 "L' BRACE •• GROUP A GROUP B CROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" L- S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 8' S" 8' 4" 8' 4" 10' 0" 10' 0' 13' 1" 13' 1" H F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" w STANDARD 3' 3" 4' 2' 1 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' 8" 11' B" 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" it' 10" 13' 1" 14' 0" P 2 3' B" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' O" N3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 6' 9" to' 3" 10' 3" IT 1" 13, 9" Qi C\2 D F L STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" B' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" r + 1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" E- S P F 3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 1 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" H F STUD 3' 10" 5' ll" 5' 11" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" x] Q STANDARD 310" 5' 1" 5' 1" 6' 9" 1 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" P 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 8" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" W QD 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10, 0" 12' 6" 12' 7" 14' 0" 14' 0" DFLr STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10, 9" 14' 0" 14' 0" 1 2 4' 4' 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" Q S P F 3 4' 2" 6' 11" 6' 11" 8' 9" B' 9" 10' 6" 10, 6" 13 10' 13' 10" 14' 0" 14' O" UHFSTUD4' 2" 6' 11" 6' 11" B' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" STANDARD 4' 2" 5' 11" 5' ll" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' B" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13 l0" 14' 0" 14' 0" 14' 0" P 2 4' 7" 7' 5" 8' 0" B' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" CQ 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" D F L STUD 4' 5" 1 7' 0" 1 7' 0" 1 8' 9" 9' 3" 1 10' 6" 11' 0" 13' 10" 1 14' 0" 14' 0" 1 14' 0' STANDARD 4' 4" 1 6' 1" 1 6' 1" 1 8' 0" 8' 0" 1 10' 6" 10' 9" 12' 5" 1 12' 5" 14' 0" 1 14' 0" CABLE TRUSS 2X4 # 2N OR BETTER DIACONAL BRACE OPTION: 07T VERTICAL LENGTH MAY BE DOUBLED WHEN DIACONAL 18" # BRACE IS USED. CONNECT I DIAGONAL BRACE FOR 670/ I BRACE ATEACHEND. MAX WEB TOTAL LENGTH IS 14'. 2X4 SP OR DF-L 42. OR BETTER DIAGONAL r VERTICAL LENGTH SHOWN BRACE; SINGLE OR + IN TABLE ABOVE. DOUBLE CUT L AS SHOWN) AT UPPER END ONTINUOUS B CONNECT DIAGONAL AT 41 REFER TO CHART ABOVE FOR MIDPOINTOFVERTICALWEB. BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR HEM -FIR 1 2 STANDARD #2 STUD 3 STUD #3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEY - FIR 1 k BTR 1 SOUTHERN PONE DOUGLAS FIR -LARCH 1 i #1 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTL) OKERS WITH 2' 0' OVERHANG, OR 12' PLYWOOD OVERHANG. ATTACH EACH 'L" BRACE WITH IOd NAILS. FOR ( 1) "L" BRACE: SPACE NAILS AT 2" 0 C. IN 18" END ZONES AND 4' O.C. BETWEEN ZONES. FOR ( 2) "L• BRACES: SPACE NAILS AT 3. O.C. IN 10" END ZONES AND 6• O.C. BETWEEN ZONES. L' BRACING MUST BE A MINIMUM OF BOX. OF WEB MEMBER LENGTH. CABLE VERTICAL PLATE SIZES VERTICAL LENGTH LESS THAN 4' 0" GREATER THAN 4' 0", BUT LESS THAN 11' 6' T GREATERTHANll' 8" II+ REFER TO COMMON TRUSS DESIGN FOR II PEAK, SPLICE. AND HEEL PLATES. fir,•" ` l111 11- _• s THIS DRAWING REPLACES DRAWING AI0030E VARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF ASCE7-98-CAB12030 BY TPI CTRUSS PLATE INSTITUTE, 583 13'ONOFRIO DR., SUITE 200, MADISON, V1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP SHALL 1. 74NQ• 42704 DATE 09 10 01 SMYTH LUMBER CO" CHORD HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DR1YG A12030EC0901 ROOFTRUSSDIVISIONIMPLIRTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ENc 2722SOUTHAPOPKABLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIf OR FABRICATING. HANDLING. A • STATE OF APOPKA• FL 32703 SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407. 299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF i O 1O TOT. LD. 60 PSF FAx: 407-299 9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDRAWINGS 16THELINDICATESPROFESSIORESPOSFORAHIECTRUSSPROFESSIONAL. ENGINEERING ENGINEERING SIBILITYA-Z. SOLELY COMPO ENTP SOON E CERTIFICATE OF AUTHORIZATION4f921 DESIGNO 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. At 77j11jhlllfllll•••S I!''" MAX. SPACING 24.0' GABLE DETAIL ABOUT FOR LET -IN VERTICALS GABLE VERTICAL LENGTH RIGID SHEATHING 4 TOENAILS T' REINFORCINGMEMBER GABLE TOENAILS TRUSS SPACED AT 4 O.C. 4 TOENAILS CEILING GABLE VERTICAL PLATE SIZES Q+ • SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2* 2X4 2X8 REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF CABLE VERTICAL PLATES OVERLAP, USE A VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP - LESS THAN 4' 0' IX4 OR 2X3 2%8 GREATER THAN 4' 0'. BUT LESS THAN !l' B" 2X4 2X8 GREATER THAN 11' 8" 2.5%4 2 SXB PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "I" REINFORCING MEMBER WITH HAND DRIVEN NAILS: lOd COMMON TOENAILS AT 4' 0 C. PLUS (4) 18d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131' % 3": TOENAILS AT 4" O.0 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 GABLE DETAIL DRAWINGS A11015EN0899, A10015EN0899, A09015EN0899, A08015EN0899, A07015EN0899 A11030EN0899, A10030EN0899, A09030EN0899, A08030EN0899, A07030EN0899 ASCE 7-98 CABLE DETAIL DRAWINGS A13015EC0901, A12015EC0901, A11015EC0901, A30015EC0901, A08515EC0901 A13030EC0901. A12030EC0901, A11030EC0901, A10030EC0901. A08530EC0901 SBCCI CABLE DETAIL DRAWINGS S11015EN0699, S10015EN0899, S09015EN0899, S08015EN0899, 507015EN0899 S11030EN0899. S10030EN0899, S09030EN0899, S08030EN0899, 507030EN0899 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2xe '7- REINFORCINC MEMBER zx4 ^r' REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L' TO '1"' REINFORCING MEMBERS. MULTIPLY "1r' 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 'I'" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD EB LENGTH INCREASE W/ "T" BRACE 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. 2s8 50 7. 50 7. 100 MPH IS FT 2x4 10 9. l0 7 2x8 30 7. 50 7. 100 MPH 30 FT 2x4 10 9. 10 7. 2x8 40 7. 40 R BO MPH IS FT 2x4 20 7. 10 9. 2x8 20 9. 40 7. 90 MPH 30 FT 2x4 10 7. IO 7. 2x8 30 R 50 7. BO MPH 15 FT 2x4 10 7. 20 7. 2x8 10 9. 30 7. BO MPH 30 f•'1' 2x4 20 R 10 7. 2x8 20 7. 40 R 70 MPH 15 FT 2x4 0 7. 20 7. 2s8 0 7. 20 7. 70 MPH 30 FT 2x4 10 7. 20 9. 2x8 10 9. 30 7. EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT CABLE VERTICAL = 24" 0 C. SP y3 f' REINFORCING MEMBER SIZE = 2X4 I" BRACE INCREASE (FROM ABOVE) = 107. = 1 10 1) 2X4 'L' BRACE LENGTH 8' 7- MAXIMUY "f' REINFORCED GABLE VERTICAL LENGTH 1.10 x 8' 7' 7' 3" ES DRAWINGS GAB98117 876,719 do HC26294035 AND .. WARNING-- WITH TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED TIC REF LET -IN VERT BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISDN. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS I ( ' •, GV •. i DATE 10/24/01 S MYTH LUMBER CO. AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1y DRwG CBLLETIN1001 ROOF TRUSS DIVISION ENGINEEREDTPRODUCTSSHINC.CSHAL FNOiIBEDANY DEVIATION FROM iHISLPlNE RESPONSIBLEEFORT NO. 42704 E NG D W KA R 2722 SOUTH APOPMABLvo. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII DR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(•) OR 2X4 SP y2N OR SPF y1/#2 OR BETTER WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 120 MPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED-BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 4-0-0 MAX 12 12 MAX. W2X4 W2X4 1Y2X4 8-0-0 MAX -I 12 MAX. 12 Y4X4 WIX3 6-0-0 1Y1X3 MAX SPACING) W2X4WIX3WIX3 16-0-0 MAX WIX3 12 12 MAX.(— Y4X4 WIX3 WIX II : WIX3 6-0-0 WIX3 W5X4/SPL ( MAX SPACING) WIX3 W2X4 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. W2X4 OPTIONAL STUB END DETAIL W4X4 OPTIONAL HIP JOINT DETAIL COMMON TRUSSES PARTIAL FRAMING 20-0-0 MAX (++) \LL\,lulnnua , AT 2 " OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. 4, a t,.. ,/`/ THIS DRAWING REPLACES DRAWING A105 VARNING•• TRUSSES REDUIRE EXTREME CARE IN FABRICATING, HANDLING, SHPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI PLATE V 4 %`A,•• TC LL 30 30 40 PSF REF VALLEY DETAIL TRUSS INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, j (- DL 20 15 7 PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALESMYTH •LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. NO. 42704 * C IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPISLROOFTRUSSDIVISION ITC DL 10 10 10 PSF DRWG VALTRUSS0699 ENGINEERED PRODUCTS, INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP11 OR FABRICATING, _ HANDLING. SHIPPING, INSTALLING 9C LL 0 0 0 PSF ENG MLH/KARANDBRACINGOFTRUSSES. DESIGN CONFORMS WITH' A OPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = 407.299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE or 20GA4 c '•. STATE OF OT. LD. 60 57 PSF55 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAX: 407.2999153 TRUSS AND, O;• ,• UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL. ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE O 'O P,• \ i ••.• ` N` \\ C•`\'\\\\ u/n^1A1••E_.a\\5``\ DUR.FAC. 1.25/1.33 I.151.15 CERTFlCATEOFAUTHORIzAT1oNX9218SUITABILI,TY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2 11. 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 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) r(A) C) ( B 3) 16d BOX NAILS 4'0" TYP. ( B) 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING VARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR, SUITE 200, MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. LATION CONTRACTO TOEFORROOFTRUSSDIV1910NENGINEEREDTPRODUCTS,HINC.CSSHALLOPYFNOTIBE RESPO SIBLEDESIGN ANLYDEVIATIONFROMTHISLPINE2722 SOUTH APOPKA BLVD. DESIGN) 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 ASTH A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407.2999153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION 0921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. 3) 16d BOX NAILS, TOE - NAILED RATED SHEATHING PARTIAL FRAMING PLAN 2) 16d BOX NAILS, TOE - NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED SUPPORTING TRUSSES -- AT 24" OC MAX SPACING r``• IFIC;q,.. BC No. 42704 . 0 TO' o STATE OF 4t:_ 4 n R I 3) 16d BOX NAILS, TOE -NAILED IRDER THIS DRAWING REPLACES DRAWING V105-CONV LL 30 30 40 PSF REF CONV. VALLEY DL 20 15 7PSF DATE 06/25/99 QL 10 10 10 PSF DRWG VALCONVF0699 I_ 3. 0 0 0 PSF ENG MLH/KAR LD. 60 155157 PSF 9, C.1.25/1.3311.1511.15 CING SEE ABOVE N41 TOP CHORD 2X4 #2 OR BETTER PIGGYBACKBOTCHORD2X4Jj2ORBETTER WEBS 2X4 y3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED. PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIAI SPACING 120 MPH WIND, ASCE 7-98, CAT 11, E) P. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E.* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. u.v emc no nv n DETAIL iia I i EITHER PLAT OPTIONAL w' LOCATION IS I% V2 v1_ t w TYP B BI iLN- - 12 12 MAX i, , C C C C C C C JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 I 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0120" 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 Bd NAILS AT 4" OC. 2X4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0120 X 1.375- NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 o 0 0 0 0 0 0 0 0 0 2' 00 0 o 0 0 0 0 0 0 0 0 8 1/4" ATTACH PIGGYBACK WITH 3XB TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. ..„•1'.i;+11 ""ice WING REPLACES DRAWINGS 634.016 634.017 k 847.045 VARNING-• TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED YY TPI (TRUSS PLATE INSTITUTE. AVV' `• 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 J V (Q IF'.Q• n •' 9iy 55 PSF AT DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. vG ` 1.33 DUR. FACIMPORTANT; FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE D RWG PIC BAC K BO 6 9 9 ROOF TRUSS DIVISION 2722 SOUTH ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, z S ;• ND• 42704 50 PSF AT ENG D LJ/KARAPOPKABLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS 9.25 DUR. FAC. APOPKA. FL 32703 OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.299,1522 AMER CAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 47 PSF ATFAx: 407.299,9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER oo'% STATE OF Z DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL L 1.15 DUR. FAC. PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i ww'. f_ ACINGCERTIFICATEOFAUTHORIZATIONr921RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2 ij ^j'• Z O R IO Al BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (««) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231 # 1192 1.5" X 3.5 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1 1343 1.5" X 3.5" 9 8 7 7 6 4++ MAX+ 3X8 11L'0111A TRULOX«« 42X8 LOX MAX WEDGE( 2) 8D NAILS CUT TO F[T E llillllJAQDRAWING REPLACES DRAWINGS A115 AllS/R d 884,132 HANDLING, SHIPPING. WARNING-- TRUSSES REQUIRE EXTREME CARE IN LING INSTALLINGINSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE- 583 D'ONOFRIO DR, SUITE 200, MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ORD SHALL HAVE O STRUCTURAL PANELS AND BOTTOM CHORD SHALL A /Qy1 r 1IFIc, ••.F 1 %••• TC LL PSF DL — PSF REF BC FILLER DATE 06/25/99 SMYTH LUMBER CO. PROPERLY ATTACHEDPRRIGID CEILING. ERLYHAVEATOPI- IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE B DL 10.0 PSF DRWG BCFILLER0699 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. 42704 CALL — PSF2722SOUTNAPOPKABLVD. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH N0, C ENG DLJ/KAR APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE j'0'g LD. — PSF407.299-1522 FAX: 407.299-9153 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM 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 STATE OF FAC.1.0/1.15/1.25/1.33PROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i A L ••'. CERTIFICATE OF AUTHORRATON•921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. A Q. • 0.[_••_ C n Q1 OAC1NG 24.0' STEPDOWN CORNER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE 2 TYE BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 1 # 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 IS 350# UPLIFT IS 200# J1 J3 J5 ** J7 3.00 12 TO6.00 W2X4 1' 3' S' 7' R=463y, W=3 50- END AND CORNER JACKS VARNING.• TRUSSE INSTALLING AND BRAI BY TPI (TRUSS PLATI SAFETr PRAC 7ICES P TOP CHORD SHALL Hf S MYTH LUMBER Co. HAVE A PROPERLY AIMPORTANT-• FURN ROOFTRUSS DIVI910N ENGINEERED PRODUCT 2722 SOUTH APOPI(A BLVD. DESIGN; ANY FAILUREHANDLING. SHIPPING. 5' CORNER SET SETBACK 3' 7' 0" 0 1 2 HIP OR COMMON TRUSS 1 HIP TRUSS miwW__IAA mill l' 3' 5 7- 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS HJ .* (3) 16d TOENAILS 212 12 W2X4 TO4.24 I W2X5 I i W3X4 ORSIMPSON 3/4 THJA26 i 9-10-13 OVER 2 SUPPORTS R=652y, W=3.50- XTREME CARE IN FABRICATING, HANDLING. SHIPPING, TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED 583 D'ONOFRIO DR, SUITE 200, MADISON, VI' 53719) FOR FORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, Y ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ID CEILING. OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE L NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS HE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APO MA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 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 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFlCATE OF AUTHORIZATION p921B SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. HIPJACK ram•'; Bd No. 42704 0 o :• STATE OF I ALTERNATE LOADING TCLL 20 PSF TCDL 20 MAX PSF BCDL 10 PSF TOT.LD. 50 MAX PSF DUR.FAC. 1.25 THIS DRAWING REPLACES DRAWING HC11795029 LL 30 MAX PSF REF 7' STBK CS DL 15 MAX PSF DATE 06/25/99 pL 10 PSF DRWG CS7SBK3A0699 0 PSF ENG SJP/KAREL LD. 55 MAX PSF FAC. 1.33 VG SEE ABOVE NA CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING. RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 I ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WEB 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" 0 C. BRACE IS A MINIMUM 80%. OF WEB MEMBER LENGTH T-BRACE OR L-BRACE SCAB T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579.640 WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING, SHIPPING. INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED TC LL PSF REF CLB SUBST. 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, y`\ V •'' S FIG Cq.• % DL PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. GVV •• BI DL PSF DRWG BRCLBSUB0699IMPORTANT-- 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 ENG MLH/KAR13LVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, No. 42704 • C_[,j, PSF2722SOUTHAPOPMAHANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE T09 LD. PSF407-299.1522 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 FAX: 407.2999153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER iQ •• STATE 0 F DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i •' P FAG, CERTIFICATE OF ALITHOR(U710N 11921 .SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE j O•••• 0 ,O •. •'•; RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i R ACING hLUUK UAHLt THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #3 DOT 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). QUANTITY 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 VAS W=W2.5X4 = BOTTOM CHORD MAY BE NOTCHED AROUND PRE -CAST ANCHORS BOLTS. ANCHOR BOLT SIZE AND SPACING OF BOLTS TO BE FURNISHED BY OTHERS. VERTICAL WEBS AND CONNECTOR PLATES NOT TO BE DAMAGED OR CUT IN ANY WAY. E Continuous Support NO„wullululru uuui Note: All Plates Are W2X4 Except As Shown. Mi1fl,/,4 °j i,, PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 01" p ' " "• •N '', FL 1 R Scale 375" Ft. WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING REFER TO HIB'91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSIITUTE. SB7 D'OMOFRIO DR.. SUITE 200. MADISON, WI T7119), FOR SAFETY PRACTICES PRIOR 10 PERFORMING THE SC FUNCTIONS. G <`••• L L 40.0 P S F R E F R 3 5 2-- 1 5 3 7 2 S MYTH LUMBER CO. UNLESS OTHERWISE INDICATED. TO CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Or N o. 4 2 7 04 D L 10.0 P S F DATE 0 7/ 1 5/ 0 2 DRW SLTUSR352 02196003ROOFTRusSDIVFSIONIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT F RCS ONSIBLI FOR ANY DEYIA110N FROM 1HIS DESIGN: ANY FAILURE TO BF DL 5.0 PSf 2722 SoITrH APOPKA BLVD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SMIPP LNG, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS DESIGN F L L 0.0 P S F S L T - E N G / WM RNATIONAL SPECIFICATION PUBLISHED STATE O 407-299.1 522 FAX: 407.29991 59 BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI ALPINE COMNECTORI ARE MADE OF 20GA ASIM AG57 GRAD GALY, STEL. EXCEPT AS NOTED. APPLY CONNECTORS TO O ••• T L D 55.0 P S F S EON 11184EACMFACEOFTRUSS, AND UNLESS OTHERWISE IOC AT CD ONE TH 15 DESIGN, POSITION CONNIC TONS PERP.••' N` D RAY IMGS IGO AZ. THC SEAL OM iH IS OR AY LNG INDIC AICS ACC EPTANCC OF PROFESSIONAL O R 1 bUR.FAC. 1.00 FROMPROFESSIONALENGINEERINGCNGINEEpIHG pESPONTIB IIITY SOLELY FOR THE TRUSS COM POMCNT OESIGII SHOWN. THC SUITABILITY AND USE OF TM IS N` J' JJJJ',J/O•;;`\\\ CERTIFICATE OF AUTHORIZATION#921B COMPONENTNSIONE T1FOR ANSCPARTICCTIONULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER t(((](1 7JREF1RU8352L17 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 = 4400y MAX. 3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES. ATTACH WITH (S) 8D COMMON (0.131" x 2 1/2") NAILS IN EACH VERTICAL WEB. FIGURE 2 CHORD TRULOX PLATE CONNECTION CHORD TRULOX PLATES CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD A AI II Ill Al VMTDATCT InAnQ 2) 3X8 TRULOX PLATES TO BE BENT AND APPLIED AS SHOWN PLATES TO BE POSITIONED APPROXIMATELY 1/4' APART SPACED AT 2' 6" MAXIMUM O.C. BETWEEN PAIRS FOR DOUBLE STACKED CHORDS USE (2) 3X10 TRULOX PLATES. SYSTEM 42 CONNECTION NOTES: k 'C" ARE THE REQUIRED NUMBER OF 0120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. S" IS THE REQUIRED NUMBER OF 0.131" X 2 5" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER. PLATES AND OTHER INFORMATION NOT SHOWN HERE. 0.125" X 3" GUN NAILS MAY BE USED IN PLACE OF 10d COMMON 0.148" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS. ONE OF THESE 6 FIGURES SHALL BE USED FOR EACH 2-PLY SYSTEM 42 TRUSS. FIGURE 5: SINGLE SHEAR BLOCK CONNECTION AT CONCENTRATED LOAD 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) 10d COMMON 0.148" x 3") NAILS. NARROWFIGURE3: STACKED CHORD OPTIONAL nE PLATE ON OR •. COmMoN TRULOX PLATE oil 7" LONG BLOCK SIZE MAX LOAD P 1) 2x6 1500# 1) 2xB 2000A 2) 2x6 3000y 2) 2x6 3500R MEMBER 1 MEMBER 2 2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"X1.375" NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SHEAR OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90' AND ATTACH BLOCKS CONNECTION ATTO3.5" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION BY 4". SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O.C. FIGURE 4: CHORD TRULOX PLATE CONNECTION AT CONCENTRATED LOAD LOCATION CROSS SECTION NAIL PLATE 1S TO BE APPLIED TO J5. THE INSIDE FACE OF THE TRUSS 5" SUPPORTING THE CONCENTRATED 9.0" LOAD PRIOR TO CONNECTING THE PLIES TOGETHER. BEND NAIL PLATE OVER THE TOP CHORD OF THE SECOND PLY AND NAIL AS SPECIFIE CONCENTRATED LOAD MUST BE APPLIED TO THIS FACE. 6X18 TRULOX PLATE BENT AS SHOWN. 2X6 OR 2X8 y3 OR BETTER SHEAR BLOCKS. PLACE BLOCK 1N KEYWAY AND CONNECT TO EACH PLY WITH 3) 10d COMMON (0.148" x 3") NAILS A, I R / PLACES DRAWINGS 1.070.978 798517 T620,124 k T615.489 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED IN `V .••••••• /' / LL PSF REF SY42 CONNECTION BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL v !Q IF'yqGV`` •. yG SDI, PSF DATE 06/25/99 S MYTH LUMBER Co. HAVE A PROPERLY ATTACHED RIGID CEILING. H L PSF DRWG CNSY42PLO699 ROOF TRUSS DIVISION IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL N07 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS r • N O . 4270 C ENG MLH/KAR27225ouTtaAPOPKABLVD. DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, BC EL PSF APOPKA. FL 32703 HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE OTg LD. PSF 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 iQ ', STATE OF FAx: 407-299.9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER RAVINGS A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i ••• FAC. 1.00 PROFESSIONAL ENGINEERING 160 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE 0,,••, O P,:• O ' CERI'IFlCAYE OF AUn(ORRATION M921B RESPONSIBILITY OF THE BUILDING ESIGNER, PER ANSI/TP! 1-1995 SECTION 2. i F ACING 1