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HomeMy WebLinkAbout113 Friesian Way 04-2080 New SFHt t7 oil dt% U.) PERMI ADDRESS SUBDIVISION CONTRACTOR ADDRESS " D R Horton 6250 IHazFL32g2 Nat'l Dr #102 Orlando, PHONE NUMBER (4(11)957-910i CBC 055300 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR — PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE PERMIT ® DATE J / PERMIT DESCRIPTION'S /F PERMIT VALUATION I3 a SQUARE FOOTAGE City of Sanford Certificate of Occupancy This is to certify that the building located at 113 Friesian Way for which permit number 04-2080 has heretofore been issued on May 27, 2004 and 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 New Single Family Residence complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Date Building: R Addison 07/21/05 Engineering: G. Hyatt 07/19/05 Public Works: J Crumpton 07/18/05 Utilities: R. Blake 07/22/05 Fire Department: Zoning: D R Horton Property Owner Conditions (if blank, no conditions apply) YVA'c , 07/22/05 Building Official Date DATE: PERMIT #: ADDRESS: CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION k S New Single Family Residence**** 07/15/05 04-2080 113 Friesian Way PHONE #: George 407-402-2613 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 Public Works Zoning Utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) DATE: PERMIT #: ADDRESS: CONTRACTOR: s New Single Family Residence**** 07/15/05 113 Friesian Way D R Morton PRONE #: George 407-402-2613 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. 0. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering 0Fire ublic WorksAX , ®Zonin g ElUtilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 7/22/05 10:58:51 Location ID . . . . . . . Parcel, Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5 View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 227155 18.20.31. - - 113 FRIESIAN WAY Juan Real Free -form information THIS WILL BE USED AS A CONSTRUCION TRAIL SW DEV FEE $1700.00 WA DEV FEE $650.00 PD 8-16-01 3/4" METER SET FEE $160.00 PD 8-16-01 GOTCHA* LBR=41 12/22/05 TR=43 7/8/05 D/H SENT 7/13/05... SB B/L R=43 7-14-05... TT F2=Address F3=Exit FS=Special Notes F9=Parcel Notes F12=Cancel F16=Related pty data FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 200`_ ELEVATION CERTIFICATE Read the instructions on oaaes 1- 7. SECTION A - PROPERTY OWNER INFORMATION I For Insurance Company Use: 1 BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. CompanyNAlC.Number 113 FRIESAN WAY CITY STATE_ ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 6, BAKERS CROSSING, PHASE 1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc.. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NAP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFRX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Lone AO, use depth of flooding) 12117CO045 E 4/17/95 4/17/95 X 24.5 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined E Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: E NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes E No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction" E Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building,. provide a sketch or photograph.) C3. Elevations -Zones Al-A30, AE, AH; A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3: a-i below according to the building diagram specified in Item C2. State the datum used. 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 NGVD'29 Conversion/Comments NONE Elevation reference mark used —Does the elevation reference mark used appear on the FIRM? Yes E No a) Top of bottom floor (including basement or enclosure) 44. 7 ft.(m) cat ` ' b) Top of next higher floor 54.9 ft.(m) Cn c) Bottom of lowest horizontal structural member (V zones only) N/A. $.(m) o o d) Attached garage (top of slab) 44. 1 ft.(m) w ca e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 44.6 ft.(m) EziCal Y - f) Lowest adjacent (finished) grade (LAG) 43.1 ft.(m) Z p Clg) Highest adjacent (finished) grade (HAG) 43. 8 ft.(m) h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 i) Total area of all permanent openings (flood vents) in C3.h 0sq. in. (sq. cm) - 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. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: JAMES JAY JILES LICENSE NUMBER 4997 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLANDO AVE., STE B WINTER PARK FL 32879 SIGNATURE ! A / DATE TELEPHONE 7/18i05 (407) 426.7979 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 113 FRIESAN WAY CITY STATE ZIP CODE Company NAIC Number. SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT 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 floodpUn management ordinance? Yes No Unknown The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS . CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS k. Check here 9 attachments 7 SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is auihorized'byiaw or ordn-oce to administer the community's floodplaln management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate... Complete the;applicaule itet^(s) and'sn below. G1. The information in Section C waa takerifrEm 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, informatfra. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information_;(Items G .-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER ` G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check hererf attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF'SURVEY DESCRIPTION: (AS FURNISHED) LOT 6, BAKERS CROSSING PHASE 1 AS RECORDED IN PLAT BOOK 60, PAGES 27-29 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY FLORIDA. NOTE: THE FINISHED FLOOR ELEVATION OF THIS 1p=18'2030 STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE R=25.O0' CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). L=8.00' CB=N 70'51'42" W C=7.97' GRAPHIC SCALE 0 15 30 4,18. E <,150. 0p' 6= C 6. 01, P lg9q031.42 W llkkz- PT .50 pTRq N 8, D WALK IS to C T OP 'q Apl YS21.0' OFF y o Sfr Wqr80.01 's '1 E o `e 631< WALK IS O 93 (00 01 a 1 yl, OFF ,•.x: ;•,,. 7/J SCE 7>.. I. Alf /05 CENTERLINE OFWS J O1,F S \ RIGHT OF WAY ryvl'S.9",q 6/ O' j ,;DRVEWAY` tiN \\` fASeMFNTY o09LOT5C/W 8 ,C 5.0' I .2 - 18.7' b 1 45.0' COVERED 7.0 " '.•9 I ~ LLI ® ENTRY T w 4.3' I w N wa TWO STORY 00 CONCRETE LOT 6 N&ESD FRAME II wa; _ N (p RESIDENCE 0 N FINISH FLOOR I z ELEVATION=44.67 Np • d cp r-0 a i Nrp Z o 0 30.0, I 0 TRACT E c ^ COVEREb.PATIO;r '•:;--------- 45.0- (n 20' ENVIRONMENTAL CONTROL EASEMENT N 89'35'18" 1 WA ' FOR THE BENEFIT AND EXCLUSIVE USE OF: DHI TITLE OF FLORIDA, INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK PEREZ INTEGRA MORTGAGE NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 07-15-05, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4117/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF FRIESAN WAY BEING S 61"41'27" E PER PLAT. FIELD DATE:) 6-19-01 FOUNDATION SCALE: 1' = 30 FEET APPROVED BY: Si JOB NO. ASM31988A DRAWN BY: NOT PLATTED PER THIS PLAT LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE XX EXISTING ELEVATION C] CONCRETE LB LICENSED BUSINESS LS LICENSED SURVEYOR PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK Chp CONCRETE PAD CS CONCRETE SLAB CCS COVERED CONCRETE SLAB C CHORD LENGTH ELEV ELEVATION PK PARKER KALON R RADIUS POC POINT OF CURVE 1030 NORTH ORLANUU AVLNVC, —11 WINTER PARK. FLORIDA 32789 (407) 426-7979 0FND 5/"IRON ROD AND CAP LS #4671 (077/15/05) FND NAIL AND DISC LS #4671 (07/15/05) 1RON ROD AND CAP LEI # 6393(07/ 5/05) CNA CORNER NOT ACCESSIBLE 0 DENOTES DELTA ANGLE - L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE PRC PTDENOTES POINT OF TANGENCY. TYP CBW TYPICAL CONCRETE BLOCKWALL REV RP REVISED RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL PCC POINTON LINE POINT OF COMPOUND CURVE UCCS UNCOVERED CONCRETE SLAB UP UTILITY PAD I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HERE( YWlIkE'TS.; HE APPLICABLE MINIMUM TECFiNI, AL ST AINDANIJ ' SET FORTH BY THE FG1IKIDA'B4OARD OF `P.?OFEaSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61Gi7-E; FLORIQA'AdMINISTFATIVt 66DE PURSUANT.",' -,TOCHAPTER472;U27, FLORIDA SIATU FOR rud THE FIRM JAMES JAY JILES —PSM #4997 DATE 3c) CITY OF SANFORD PERMIT APPLICATION Permit# : UN - ate fO Date: J` - :2 Job .address: i / :3 F-r i e 5 G r "n W ei V LC Description of Work: .See ur t{y St/ s 4 c' mt- Historic District: Zoning: Value of Work: $ ne" , n Permit Type: Building Electrical iLl_ Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures _ Plumbing/New Residential: # of Water Closets _ Replacement New (Duct Layout & Energy Cale. Required) of Water & Sewer Lines # of Gas Lines Occupancy Type: Residential _V Commercial _ _ Industrial Plumbing Repair - Residential or Commercial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ' (Attach Proof of Ownership & Legal Description) Owners Name & Address: 1) R _H Of +No — 0 r I JcLavs(:) l, 1- G• Le e J u 09 SC-_ e60Q OH<4nd o ( 3 Z Phone: -1 d SO SZ-Q Contractor Name & Address: _RAN 6 e a A me r t ' L a n $ $ 7 c4 S. 5e r-n o/-r{, ,01tJ d jQ i j q /tdo. FL - .323 Z 2- State License Number: E rnoo o !2I N Phone & Fax: _qQ1 - 2gZ _1l9q Contact Person: LareN ry ccoy Phone: 40' 7- ?A 2-2:5 91 Bonding Company: Address: Mortgage Lender: . Address: Architect/ Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in 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 applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date ature ofntractor/Agent S` nDate 4 or, I, I M cad Print Owner/Agent's Name Pr t Contract r/Ag nt' Name cv( Signature of Notary -State of Florida r^yOCO 000,oanoo„D,ate =• Si' ii ture of Notary -State of Florida Date` TR1 i ;c.`K.; o.? J/,,9 ` Commission tr 12i Owner/Agent is _ Personally Known to Me or FI t:fa 'ate t Contractor/Agent is —Personally Known to Me or Produced ID t(Ei '', ?....e.... ^°°"'°""'•" ' Produced ID APPLICATION APPROVED BY: Bldg: Zoning Initial & Date) Special Conditions: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) Date: 5 - I hereby name and appoint POWER OF ATTORNEY Ctrr / " l `(O of RANGER AMERICAN to be my lawful attorney in fact to act for me and apply to the art),r Building Department fora LOW VOLTAGE permit For work performed at a location described as: 0 Section Township Subdivision: 113 I-r ' Range Address o b/,3, /-,/o /- /. e) P Owner of Property) Lot 6 Block and sign my name and do all the things necessary to this appointment. JAMES D. OLIVER Type or Print Name of Certified Contractor AM Signature of CertifigContractor The foregoing instrument was acknowledge before me this day of IM y known to me/who pro eonth'.e`°is;` A' ''' ' IC ao Floridl,, As iidcntificatio who did no Wak-e,, Ccmmi sicn ofILCommission e.............. Notary TIIACIE KNOK Commission # DD0168858 n My Commission Expires: -' °= Expires 12/2712006 Q Bonded through D-R-HOUMN ®N® Aiffe January 6, 2005 To City of Sanford Building Department, I am hereby requesting an extension for the following permit listed below: Bakers Crossing Lot # 6 Ph.1 Address: kk3 F{ -ytRN V,10. Permit # 6f-! 90 Attached its the 5 .00 fee due to extend the permit. Thanks so much for your help in getting the above listed permit extended. Th You, fz -4a Richard Ladd CBC055300 Contractor With any questions please contact: Michelle Bladek DR Horton Permitting Coordinator 407-850-5227 a 5850 T.G. Lee Boulevard 9 Suite 600 9 Orlando, Florida 32822 9 (407) 850-5200 • Fax (407) 850-5300 Permit # : u CITY OF SANFORD PERMIT APPLICATION Date; Job Address: Description of Work: SFR. Historic District; Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) r. Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial t' Occupancy Type: Residential " Commercial Industrial Total Square Footage; ?% A319 9 Construction Type: # of Stories: ' # of Dwelling Units:. Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address; _ 1 , k iORTG1> , T t`G ez-rb w1 p'C Rtttlo yff, S,-)i 7Z-Z. Phone: 4( Contractor Name & Address; F0 M A h fm n i/tce_ns c Na b Phone & Fax: c\ — A ontact Person: a e Bonding Company: Address: _ u; •.t- n H 2 1 ZUU4 Mortgage Lender: Address: ` ' A S 1 l i flu Architect/Engineer: A"b " 4-11/H 1__ , Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to a requirements o this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and itherebe itional p its required from other governmental entities such as water management districts, state agencies, or federal agencies, Acceptance of pf1that villf the property of the require of Florida Lien LLaw, FS 713. wncr/ Age t Date Signature of Contractor/AgeenL Date r A s Name atgnatu or rvotaT WMIYLTON Date Signs' tt` ieA" s ' {jFjoJ Date NOTARY PUBLIC STATE OF FLORIDA NOTARY PUBLIC STATE OF FLO COMMISSION NO. DD134330 COMMISSION NO. Db1343 Owner/ O> RiL y 2' I N P LY 2 wn to Me or ProducedIDT produced ID APPLICATION APPROVED BY: Bldg: / "Zoning: Utilities: initial & Date) (Initial & Date) Special Conditions: FD: initial & Date) a 43 S (P-) 91 &_ Limited Power Of Attorney I hearby name and appoint: Craig Coulton, Geoffrey Coulton, and Michael Robinson each arents of D.R. Horton Inc. To be my lawful attorney in fact to act for me and apply to The Building Department of The Citv of Sanford For a residential permit for work to be performed at: Lot # : l Subdivision: Bakers Address: 113 *`es/'C') W-6 And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instrument was acknowledged before me this day of , 2004 By: Richard B. Ladd ( Contractor) who is personally known to me and did n t show identification. State of County OFFICIAL NOTq Y SEAL \ NOTARY PUBLIC STAE O,F FLORIDACOMMISSIONNO, DD]34WMS'COMMISSION.EXP, LY26 otary THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE CWY BK 05333 PG 1690 CLERK'S # 2004087114 RECORDED 06/03/2W 11:07:46 AM RECORDING FEES 10.N RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of prope %: Lot 6Bakers Crossing hase 1, Plat Book 60, Page(s) 27-29 Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Aontractor: D.R. Horton, Inc. Phone #: ddress: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: WRY MNE IWORSL BLERX OF GIItf>III'1 ;OURT iiN L C Lo DA U E Fax #: JUN 2004 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes: Name: Address: Ex iration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R by: Corporate STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of 2004 c., by Robert A. Lawson, Assistant Secretary of D.R. Horton, Ina e aware Corpor on, on e a o t e corporation. He/ She is personally known to me. Notary Public, State and County Aforesaid OFFICIAL NOTAR Y SEA L PATRICIACo 'T NOTA PUBLICONSTATEOFFLOR CO MMISSION NO. DD134330'-A MY COMMLSSION P. ULY 26,2006 tary Signature Notary Seal COUNTY OF S]::MIN[8E IMPACT FEE STATEMENT ISSUED BY CITY OF SAMFOMD STATEMENT NUMBER 104-76124 DATE: 7r L/ 7 i ' ( CITY) COUNTY NUMBER: / BUILDING PERMIT NUM `' _ UNIT ADDRESS: _____|Ah J} TRAFFIC ZONE: JURISDICTIONh SEC: TWP: RNG: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: CkOWN[R HAME: 7_----------------------- 2 APPLICANT NAME: ADDRESS: LAND USE USE CATEGORY: 001 - Single Family Detached House TYPE US[x Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST~ GCHEDULE DESC~ UNIT OF UNITS | ROADS ARTERIALS CO -WIDE Q dwl unit $ 705.00 1 $ 705.0O ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 | LIBRARY CO -WIDE O dwl unit $ 54O0 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,304.00 AMOUNT DUE .0O STATEMENT RECEIVED BY: PLEASE PRINT HAME) [/ DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND NCURE TIM[LY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** ^ PERSONS ABE ADVISED THAT THIS IS A STATEMENT OF FEES - WHICH ARE DUE AND PAY60LE PRIOR TO ISSUANCE OF Q BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREV1ENTG OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVE} SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE TH[ STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TO',::, L[FT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING 1 PE. 9T, Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name Address Clty/State/Zlp__all O, 3? Phone & Ema INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: '"R t- Quarterly Payment Amount tr First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System, Name Address City/State/Zip Phone & Email DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will, warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVEHERELATIONSHIPOFTHEPARTIES, Apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and ' all applicable recommendations contained In literature provided by DowElancot1. Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s), 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4, during those years, Inform the 'Customer oft a, any new or Increased termite activity noted at the Stationsb. any addition or. removal of Recruit* of Recruit* termite bait; andC. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity, The Company will extend this Service Commitment following the original twelve month obliligation. Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditions ofithis agreement for er quarter (3moperiod) payable on or before the end of the previous monitoringthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly Period, After. per year, q y payment amount, not to exceed IO% The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to mbaitedfreefromanyfactorscontributingtoinfestationsuchaswood, trash, lumber, direct wood -soil contact, standingNvate . under pier type structure, or as noted in "Special or Additional Comments", g maintain the area(s) eliminate faultyThe Customer also agrees to notify Apex of andplumbing, leaks, dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under', the area(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyingInsectinfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisParagraph,' yng DISCLAIMER; COMPANY DISCLAIMS ALL OTHER WINCLUDINGSTATUTORYW STIES, WHETHER EXPRESS OR IMPLIED; WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY ,IMPLIED WMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WO ARRAiNTES, OFFURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE SERVICE, SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR PRODUCT ORCustomerexpresslywaivesandreleasesanyclaimsinanylawsuit, arbitration other legal EXPRESS Wnegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution o WARRANTY,, compensatory, Incidental, consequential, exemplary, gal Proceeding against Apex for event shall Apex be Iiable for any amount greater that amount paid by the Customer to Apex for the s f value, economic, P y> punitive, liquidated, treble, or special damages If any kind, and In no. service to be performed. t SENSITIVITY/PHYSICAL FACTORS-. Customer understands and agrees that (I)lt Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentmayhaveand (2)lt Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding Any-ailergy orsensitivityconcerningodors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. I, DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS-. The Customer understands that: All components of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use is Installed by Apex on the Customer's premises under this agreement. 21 On expiration or termination of this Agreement, Apex and DowElanco.or.its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition, 3, If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relatlonship(notet Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, glue the Customer credit for service paid for but not yet received,,- (4)lf the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different, form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;,(5)retrlcve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will,, (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial installation, Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticlde being applied on or close to the location of any Station, or; (3) sell Is removed or added around the foundation, or; (4) any tampering of baiting equipment or suppfles occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex in writing of the events listed above may vold this Agreement, Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the, time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement Is held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and. effect. CHANGE IN LAW, In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIV$ CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysintransportation, shortages of fueUor materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex, Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termlte damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soll contact; (4)furniture and contents; (5)areas of existing damage unless areas have beenrepairedbyCustomer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures forcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance With and subject to all' tht' provisions of the Uniform Arbitration Act as In force in the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, toseg, Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or It: designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wllbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an lndlvldual'basisandnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding, ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and brelievedofanyliabilityhereunderIfApexdetermines, in Its sole discretion, that it is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control Inc, NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writing tTheApexCorporateOffice. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the IdentiflePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to re -Inspection, whether the InspecbytheCustomerorconsiderednecessarybyApex. tion was requests LIMITED ASSIGNABILITY, This Agreement is assignable by Customer for a period of 1 (one) year from its effective date, After thinitial12 (twelve) month period, Customer may transfer or assign this Agreement with a = transfer fee payablethirty) days of the transfer of the treated Property. to Apex within Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area508SPlumosaSt. 7006 Stapoint Ct. #G 5TaTa Faulkenburg Rd N MerrittIsland, FL 32952 Winterpark, FL 32792 407.459.2847 407.858.0540 Tampa, FL 33510 800. 929.2847 888.764.2847 813.221.2847 877- 459.2847 CD CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT 0 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) 0 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: o a. Foundation plan Indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. o b. Floor plan Indicating Interior wall partitions and room Identification, room dimensions, door, window, andlor opening sizes, smoke, detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) p C. Elevations of all exterior walls, east, west, north and south. FInish floor elevation height as per City Engineering Department or subdivision plat. o d. Cross sections of all wall sections to be used In the structure. Bearing non -bearing inter and exterior. Show all components of wall section, o e. Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. 0 f. Engineered truss plan with details of bracing. Engineered beams for spitcing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handralh and guardrails. 0 h, Square footage table showing footagest Garages/Carports __.—S.F. Porch(s)/Entry(s) S.F. a Patio(s) S.F. Conditioned structure 1 S.F. Total (Gross Area) •F• 0 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 0 4. Soil analysis and/or soil compaction report. If soils. appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 0 5. Other submittal Documents: o a. Utility letter or approval when public water supply and/or sewer system connection to be mado. 0 b. Septic tank permit to be obtained from Seminole County Health Department att 400 W. Airport B1vd,Sanford, Ft (407) 665.3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding.tho arbor ordinance and permit. 0 6. Application to be completed thoroughly and signatures provided by it licensed and Insured contractor. OWNERMUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORMA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been Issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrewall 12. Insulation, walls And/or ceilings 13. Electrical final, mechanical f1na1 d plumbing final 14. Building final A 15, Other DATE SIGNAT By PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 6, BAKERS CROSSING PHASE 1 AS RECORDED IN PLAT BOOK 60, PAGES 27-29 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY FLORIDA LOT 6 CONTAINS 6886 SQUARE FEET t THIS STRUCTURE CONTAINS 1170 SQUARE FEET t TOTAL CONCRETE 548 SO. FT, t TOTAL SOD 5168 SQ. FT. t SR,50?03p. 69. 04' Ca/6 OOP• v Ce594p5j4z, F Fw SO.Rc SqA, 1„ _ 30' hT i GRAPHIC SCALE S 80.0 1882 N'o \ °Fwgr '9)' 0 15 30 1 '5 7',E A O CENTERLINE OF J- ` \RIGHT OF WAY h fgSfU1,21l 6QLOT5 DR 5.0 . 18.7' a 1 42.1 Iw 43.5 LL1 W COVERED w ENTRY 7.0' N a .... 1 ~ >? t a n N PROPOSED 4.3 \ a a 1733CV LOT 6 d- FINISH FLOOR, a CV ELEVATION=44.1- ` OONoDRAINGETYPEB W } 0O N is dLD O z 30.0' (V o Z 1 O 30 1 - O"------- i2- 18'20'30" R=25.00' L=8.00' CB=N 70'51'42 W C=7.97' BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' SIDE STREET: 15' MLW: 50' PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF FRIESAN WAY BEING S 61'41'27" E PER PROPOSED PLAT. FIELD DATE:) REMOVED PATIO SLAB 4-15-04 JML 1" =.30 FEET PLOT PLAN 3-3-04 JMl SCALE: MODEL CHANGE 2-24-04 JML APPROVED BY: WRM MODEL CHANCE 12-13-02 JML MODEL CHANCE 12-12-02 JML JOB NO. ASM31988A REPOSITION 6-6-01 JML DRAWN BY: LOT PLAN 5-21-01/RRI SOUSE FIT 3-29-01 RRD TRACT E II U V ryV 20' ENVIRONMENTAL CONTROL EASEMENT N 89'35'18" W 80.00' r NOT PLATTED . PER THIS PLAT PLANS REVIEW EDCITOF "14F ®RR p LEGEND BUILDING SETBACK LINE I MLW MINIMUM LOT WIDTH CENTERLINE - POB POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE - x PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PD PLANNED DEVELOPMENT O CONCRETE & DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS- LAND SURVEYOR C. B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT. PRC DENOTES POINT OF REVERSE CURVATURE P) PER PLAT PT DENOTES POINT OF TANGENCY M) MEASURED TYP TYPICAL CALC) CALCULATED A/C AIR CONDITIONER FND FOUND COW CONCRETE BLOCK WALL - C/ W CONCRETE WALK RP RADIUS POINT SASIDEWALKRRADIUSCP CONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK C CHORD LENGTH PGS PAGES R/W RIGHT-OF-WAY NG NATURAL GRADE ORB OFFCIAL RECORDS BOOK SO. FT. SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBa6393 1030 NORTH ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 ( 407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. WILLIAM R. MUGCATELLO JR. PSM#1028 DA I fill II 111 II 111 II 111111 III II 11111111 II 1111111111111111111 fill THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste Orlando, Florida 32822 102 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04649 PG 1299 CLERK'S # 2003094265 RECORDED 06/04/2003 IM 10>t06 AM RECORDINS FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) IDENTIFIED COPY MARYANNE MORSE CLERK OF CIRCUIT COURT SEfNi OLE C . FL IDA DE Ii rlFRIC The undersigned hereby gives notice that improvement will be made to certain real property, and in JIMA 2003 with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot(s) 6, 8, 14, 15 & 16 Bakers Crossing Phase 2 Plat Book , Page(s) Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a. Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: 1/aContractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as Me: by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, Incl. 0 bti ' G_— Y o ert A.awsoh ssistant ecretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 4 day of "" g y ,2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc.eTware Corporation, on e a o t e corporation. He/She is personally Gown to me. Notary Public, State and County Aforesaid FN(0)TARY MU( CIA COULTON C STATE OF FLORIOAIONNO. DD]34330!p? J :n-JULY26_ _ Notary Seal et Eu ldtn2=lCcmcal Mechanical Plumbul. =ne. Sprinhlc.r%Alarm pool e^ ;`se ': Ives Service - # ut:Al,i?S Addition/Alteration Chan}e „i Set\ice Tempurary Pole fr ccc c L Resident IQI ;on' -Residential Replacement l\Jew (Duct I .avnut Enerw Cale Required) iC< on e et ,f, t of .=i;tures of V%Dater c_ Sewer 1_rnes # of Gas Lines t .r i it -/11 t=e5iee c8ail'. #Cif '\Vister Closetst; 'a Tin Residential or Commercial GJccuponcy Type' Residential Commercial Indust, ial TQlfA Squ Foasa:e: Cerisda laeteo a Ty S e. # c':) Stoi-ie # QJ i£s: F looc ore (F r iY i es r reds€red `or c,ties t,La ;•;) nf L LrCei _ F::iaC.e P600= Ok V.P 'nC': S:I:Fp got oiita-nciac flan" nAce6o;s, CC?Ivil' TM)-, i1.[__'te 9.icecii: .;o-tik`l l%'. `i 1.::L11•.1 :?iJ '•`7:!? t s.- ti P, o-ac - GLz' Coe ace'ec4ore t„`t'.w(v z 1sosdi,ag- Accees9 fermor€gage Lender rt,[c°try, - AtcS ileci/En srreer A~;dre9. Application is hereby made to chtatn a permit to do the work and installations as indicated. I ceilif) that no 1+oil; of tn;tallatirn has commenced pnur to the issuance ot'a permt and that ill tend, r: d';;epeiformed to meet standards of all laws regulating constni ni,n ul Ihis.lunseiicuon I understand that a separate permit must hesecuied for E.LEClRkCAL'4ORK, PLUTABING. SIGNS. WELLS. POOLS, FURNA( ES, BOILERS. HE FERS,TAN KS. and AIR CONDITIC5NIF.RS. etc OWNER'S .AFFIDAi, IT: I ceruti that 21` i., the foregoing mtonnarlon is acz:urate and ihal all wool, Na Ill he done in compliance,\ nh 31I apphcable laws regulaling cbnstntction and zrning WARNING T f ', r,WNER:: Y(DUR FAILURE TO RECORD .A NOTICE OF C.OVAHAC-NCEMFN-IMAY RF;cUL 1' IN YOUR PA) JNc, TWICE FC iR HviPRUVEt`4ENTS I) YCI. R PROPERTY. IF YOU INTEND TOOBTAH,, FlraANC ING, ('C1NSULT vl H )'OUR LENDER OR AN ATTORNFYBEFr. IPE.RECORE)lllG',_-, IRNOTICEOFCOh4ivlElvCEmEPdT. NCt110E In addition to the tequiremeris ,it this permit, there may be additional restrictions applicable lU II eft) lit may be ', d in the public records of this coinliq, and there may he additional F en nits required ircm thee grvernmental entities such as Nt ate in- eeme ditt ices, to gencies, or te.a'encies. Acceptance of permit is, e..ftcatin that I ,rill nonffi the owner of the properl of the ,equireme S -• - Ida en Lu . %I' i i enatiue,, f I,il,mer='Ager't Date I'inI ' il., riefl 4geN `; Name Date hrner<, Cen1 s Pel,""jai' h.nr'rn ii; Me or Fr+duceri IU APPLk.a,- fl;)NI AFPPC1'\I_DB) 91d Znntnc. I Initial & Datei Sl,enal t . n<Lu•, 1. ciiaWre i o actor/Agent Date 1ZU oh 1 G. Oh-L l: u ,,,.3 PI"Ini i,lnll'&(ti?r A(•nl -1 le' — natiwre m I-Jolar)','Iale )t Flo,'ida Date Conhacn...Au, nt i _ fir:-, aalh Knmvp to nqe or Produced IL) i lldll, eti FD Unttial & Daiei - Iln-iial,l, Daici (Initial & Dole) MIRINDA C. TURNER MY COMMISSION # DD 212893 EXPIRES:'June 14, 2007 Bonded Thru Notary Public underwriters Permit 11 : — 6 v Job Address: \1_ n e_V C_n Description of Work- P\\^ _LA — Historic District: Zoning: CITY OF SANFORD Pl"AtMIT APPLICATION Date: S ( q1 I LIZ5-\- kc Value of Work: S Permit Type: Buildinb Electrical Mechanical Plumbing ( Firc Sprinkler/Alarm Pool Electrical: New Service — It of AMPS Addition/Alteration _ Change of Service — fcmporary Pole __.-_._... Mechanical: Residential Non -Residential Replacement New (Duct Layout & 1'ncrgy Cale. Required) '7'. L, Plumbing/ New Commercial: 4 of Fixtures 4 Watcr & Sewer Lines # of Gas Lines _ _ Plumbing/New Residential: # of Water Close L` Plumbing Repair — IZcsidcrtlial or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construclion Type: # of Stories: 11 of Dwelling Units: Flood Zone: (FErNIA form required for other than a cv4acscas!msee t'ar-1 #' Owners Name & Address: Attach Proof of Ownership & Legal Description) I'Itonc: Contractor Nat,ADVPfarirT6.QE PLUMBING, INC. P.O, BOX 620027 State License Number: _C 1'honc &Fax: 407) 366-3Q94 Contact Pcrson:MG rI Bonding Company:r3^^27_- Address: OVIf_l: O. ii:LO RIDA 32762-0027 Mortgage Lender: --- Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, I II ATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable Isw:: i ,; construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 't'tAW " is . !i+: TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULTWITH YOUR LENDER ())!AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as 'titer tanaecntcnt districts, state agencies, or federal agencies. ' Acceptance of permit is s,erification that I will notify the owner of the property of the requirem its o 'l-lorid Lien L Signature of Owncr/Agent Date Signature of ontractor Datc Print Owner/Agent's Namc Print Contractor/Agent's Name - Signature of Notary -State of Florida Date Signature of Notary -Slate of Florid'' MAIMA Y. HALL Notary Public, State of Florid# My comma exp, Feb, t, ZAA8 Owner/ Agent is _ Personally Known to Mc or Contractor'Agent is rannally Known00fi " No, 00 E goal89g ProducedIDProducedIDl APPLICATION APPROVED BY: Bldg: Initial & Datc) Spcoal Conditions: Zonine: Utilities: P D: Initial & Date) (111m;11S: Dale) (Initial Sc Date) 5-06-203.7:09AM fkUM t"tr.Y,Jt H,rN.r•.ly nVf r'{T F r :, '(V+III. .i'd' •, Cr y'gF3AMrO" pFRFIIT APYLICATIOH GG Dalc: S PFrmif y : 2 o D :. Lp-, f — O - Job Address: , poc(Ipllon v( work; Voluc of Work: $ 7.nnlnR: Hutorl Dli{rly{t lPon __... _ Plvmbin!<,_,,.- YircSprinkl<r/Al+rm ' Elovtricil ,, •Mtchu+lcal Tcmpor9.ry Polc mll TY c of icc 7% Rr.qu'ifcd) t EncrYYDuctf-Yo vlIfjrCYl;'ii ! i!s ,' 1d9.nrn,+ilac nl• — N r o(G I,incs • Nfc6lnloJ+JI Rtcidantl,...., . i pii $cwcr Lints— W it PlucnbinC Rcp31r- Rci 4cnti+l or Commcrci+I Plumbn/ Ncw Corr1G , . Plumbin`/ Ncw Ftysldaptl ll Y oYwwf Ouvp^ t-Y 7YDatRtsfdmllyl ,,,-. o('1Dwcdl1lA al ,,,,, rolilg uiY000uc; aQc: 9mrTIC( o) lroodZrj V.nlgt FCI(A form riqulr for oin,r in e XI onitruyilon Tr cI r.r 1!' o(St.orl.jl? ...,.. , vlp.l.f6. P roof u(OWAMhlr a lr',I Docr lion) BOO aur+N+ mt 4 Ad rfl+: hnnr; GonJr+ torN+ me 4 Ad4/ru:r • tuluLluvnrc Kvmhcn I , I 7c4 Conlvcl ltrton: _. 1Y Ld--"' _ Phone: AdJrul: —". ^ A li< 11' ton it Wcby rtyt4c to obUln + omll Iv do the wort in4 Inrtellillml 1i Indic+led• I crrtiry th3l no vlxk or Inlullrnon•nr f venvnrno 1 Pno4 w t < POOLS, FilIMACESt BOILER.$, HE.1rtsu TAN>;S, Ind i u,r>Gt ora pamll nd ++I all work will bo pdnrrnad to Nat 510NSj w61LL3, i fc(VI+ IInr corvWcllon In Ihis jurisdiction. I vndmonJ tn l'. uDr^ ' Is r permlt mws bewevrc4raEL.ECTRIGAL FORK, /LV)d AIX COND(TIOA"' cto• ,,;d, ,u s 'FR'S AFVIOAVIT: 1 "T%ify Ih3l III oJ'1h4(of'cioin{ In(orm+do<+ I ucurur and dvl I1 CS t Il C be don+ in omplw cv P9 pITEND TO OBTAIN FMANCD G CONSULT WrM YOUR (,•F,IOE R OR AN r.nd ^. u,ApJ.1M0 TO pWNblt: YOVR F,I,ILUVRB TO Mk•CORD A NOTIG¢ OF CO>.cMENCeMfiN'f )•(AY REsuLr IN r ua P,.rrt' ' cony vuot{ TW CE FOR lidYxOYECOMD TOO OU& NOTI(: OF COM)4e8CEMCNT, ATTORNEY BEFOXe FIwlnvybe found in Inc public etdditJonvlpofvhl raQvirt' (film Olhtt',Oy rnPrl41mnlialoch+3\wif rtunlJltmrtt,Iw tr,mo rt•oricdmlIvcncin. NQTICE: In +ddlllon N vho npyinrn4n4 of lhlf pvm'u thnr Y bo aJdltion l ruMaJont + licoblc to Ih11 Drof'R`I' Ihil county, tnd Ihcto ifvy b J of pcnnit is vcrirlculion lhvr I Will noli(y the qunfr o(lhf proDoriy VIM rigvirrm Aucptxncao or Id+ Utn Ls VU-- jplalvft Jf Gontnctnt/ A 0 If i nuvr• F u(OWna Altcnl G Q Prins 0 1' 1 N+ny-•-' •• Sicn roJc o( Nvury..SJ+Ic nlilnnd,•. / ynlntlnrU tnl ii +'` cr+rn7ily Knoyn tv Mc u ptrdvn'ti t. ivnir/ngerttU „•,_ Ycrtunnny Knntvn IVNv ur III _.•. Q. ArI , _ ... • — (rJIIIIIIjS •,• ( litli) I b' I)'ri() rLIC"A•1'IUN AI'Ii1(O` (() UY: 11 4 ' (Inilivl 4 fi'JI<) Inilini L i)rly) r cial l•Ondiiinnt: _.... ._..:_. .,_ ... " _. _-__ .. ,., • •. u, .. Marie A. Zettlemoyer, . r =O ppVPue'C'- Commission 9DD221380 N :* Expires: Jul 15, 2007 Bonded Thru Atlantic Bonding Co., Inc. FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1733SANDYRIDGE Builder: DR HORTON Address: 113 f j a Permitting Office: o Spa BI X City, Stat .j Permit Number: 0 _ a ue Owner: 'D_ Jurisdiction Number: Climate Zone: Central (0q,gu) 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (1`12) 1732 ft2 7. Glass area & type Single Pane Double Pane a. Clear glass, default U-factor 263.0 ft2 0.0 ft2 _ b. Default tint 0.0 112 0.0 ft2 _ c. Labeled U or SHGC 0.0 ft2 0.0 112 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, E.V,,rior c. Frame, Wood; Ad'ticent d. N/A' e. N/A 10. Ceiling types / a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage b. N/A R=0.0, 134.0(p) ft ft2 R=4.1, 773.0 ft2 _ R=11.0, 983.0 ft2 _ R=11.0, 245.0 ft2 _ R=19.0, 1052.0 ft2 Sup. R=6.0, 1.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Total as -built points: 26842 PASSGlass/Floor Area: 0.15 Total base points: 28279 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. ff PREPARED BY:-- DATE:1'. I hereby certify that this building, as designed, is in compliance with the FlopiOl Qpergy C de. ' 1 OWNER/AP,ENT:/,/% DATE: 3/1_71C-'X Cap: 42.0 kBtu/hr _ SEER: 13.50 Cap: 42.0 kBtu/hr _ HSPF: 8.50 Cap: 50.0 gallons _ EF: 0.86 PT, Review of the plans and Z sr9? specifications covered by this tiO4 - calculation indicates compliance with the Florida Energy Code. ti ina "' :°' , O Before construction is completed v this building will be inspected for compliance with Section 553.908 CoDFloridaStatutes. we, BUILDING OFFICIAL:PLANS REV ED DATE: MY OF SANFORD EnergyGauge® (Version: FLRCSB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 1732.0 25.78 8037.2 Single, Clear E 1.0 19.0 32.0 63.97 1.00 2041.2 Single, Clear S 1.0 15.0 32.0 48.22 0.99 1532.5 Single, Clear E 1.0 22.0 64.0 63.97 1.00 4082.4 Single, Clear E 1.0 10.0 30.0 63.97 0.99 1908.1 Single, Clear N 1.0 6.0 15.0 30.19 0.97 441.2 Single, Clear W 1.0 8.0 30.0 57.68 0.99 1714.8 Single, Clear W 1.0 8.0 15.0 57.68 0.99 855.3 Single, Clear W 1.0 6.0 15.0 57.68 0.97 838.0 Single, Clear E 1.0 8.0 15.0 63.97 0.99 948.3 Single, Clear S 1.0 6.0 15.0 48.22 0.94 682.9 As -Built Total: 263.0 15044.7 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 245.0 0.70 171.5 Concrete, Int Insul, Exterior 4.1 773.0 1.18 912.1 Exterior 1756.0 1.90 3336.4 Frame, Wood, Exterior 11.0 983.0 1.90 1867.7 Frame, Wood, Adjacent 11.0 245.0 0.70 171.5 Base Total: 2001.0 3507.9 As -Built Total: 2001.0 2951.3 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Insulated 24.0 4.80 115.2 Exterior 24.0 4.80 115.2 Adjacent Wood 18.0 2.40 43.2 Base Total: 42.0 144.0 As -Built Total: 42.0 158.4 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1052.0 2.13 2240.8 Under Attic 19.0 1052.0 2.82 X 1.00 2966.6 Base Total: 1052.0 2240.8 As -Built Total: 1052.0 2966.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 134.0(p) 31.8 4261.2 Slab -On -Grade Edge Insulation 0.0 134.0(p 31.90 4274.6 Raised 240.0 3.43 823.2 Raised Wood, Adjacent 11.0 240.0 1.80 432.0 Base Total: 5084.4 As -Built Total: 374.0 3842.6 INFILTRATION Area X BSPM Points Area X SPM Points 1732.0 14.31 24784.9 1732.0 14.31 24784.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 33630.4 Summer As -Built Points: 42063.4 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points um x DSM x AHU) 42063.41 1.000 1.087 x 1.150 x 0.95) 0.253 0.950 11986.7 33630.4 0.4266 14346.7 42063.4 1.00 1.188 0.253 0.950 11986.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I 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 1732.0 5.86 1826.9 Single, Clear E 1.0 19.0 32.0 12.37 1.00 396.6 Single, Clear S 1.0 15.0 32.0 9.90 1.00 315.7 Single, Clear E 1.0 22.0 64.0 12.37 1.00 793.3 Single, Clear E 1.0 10.0 30.0 12.37 1.00 372.6 Single, Clear N 1.0 6.0 15.0 15.07 1.00 225.5 Single, Clear W 1.0 8.0 30.0 13.25 1.00 397.3 Single, Clear W 1.0 8.0 15.0 13.25 1.00 198.7 Single, Clear W 1.0 6.0 15.0 13.25 1.00 199.2 Single, Clear E 1.0 8.0 15.0 12.37 1.01 186.6 Single, Clear S 1.0 6.0 15.0 9.90 1.01 149.7 As - Built Total: 263.0 3235.2 WALL TYPES Area X It BWPM Points Type R-Value Area X WPM. Points Adjacent 245.0 1.80 441.0 Concrete, Int Insul, Exterior 4.1 773.0 3.31 2554.8 Exterior 1756.0 2.00 3512.0 Frame, Wood, Exterior 11.0 983.0 2.00 1966.0 Frame, Wood, Adjacent 11.0 245.0 1.80 441.0 Base Total: 2001.0 3953.0 As -Built Total: 2001.0 4961.8 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 1&0 4.00 72.0 Exterior Insulated 24.0 5.10 122.4 Exterior 24.0 5.10 122.4 Adjacent Wood 18.0 5.90 106.2 Base Total: 42.0 194.4 As -Built Total: 42.0 228.6 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1052.0 0.64 673.3 Under Attic 19.0 1052.0 0.87 X 1.00 915.2 Base Total: 1052.0 673.3 As -Built Total: 1052.0 915.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 134.0(p) 1.9 254.6 Slab -On -Grade Edge Insulation 0.0 134.0(p 2.50 335.0 Raised 240.0 0.20 48.0 Raised Wood, Adjacent 11.0 240.0 1.80 432.0 Base Total: 302.6 As -Built Total: 374.0 767.0 INFILTRATION Area X BWPM Points Area X WPM Points 1732. 0 0.28 485.0 1732.0 -0.28 485.0 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5860.0 Winter As -Built Points: 9622.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 9622.8 1.000 1.078 x 1.160 x 0.95) 0.402 0.950 4360.6 5860.0 0.6274 3676.6 9622.8 1.00 1.188 0.402 0.960 4360.6 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge8flaRES'2001 FLRCSB v3.30 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 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14347 3677 10256 28279 1 11987 4361 10495 26842 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/RaRES2001 FLRCSB v3.30 11•MINT. I I _VZIIII Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfrn/s .ft. window area• .5 rfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top%bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Mufti -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA-22 0THFR PRFACRIPTIVF MFAAI IRFA lmncf hn mn4 nr nv nrinrl by 11 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All duds, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 13.50 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1732 ft2 c. N/A 7. Glass area & type Single Pane Double Pane a. Clear - single pane 263.0 ft2 0.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 0.0 ft2 - HSPF: 8.50 d. Tint/other SHGC - double pane b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 134.0(p) 11 _ c. N/A b. Raised Wood, Adjacent R=11.0, 240.0ft2 c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Inst:•i, Exterior R=4.1, 773.0 112 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 983.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 245.0 ft2 d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1052.0 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(Sealed):Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A 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) 0,,11E ST,glc in this home before final inspection. Otherwise, a new EPL Display Card will be completed V based on installed Co, omplian featN kk j Builder Signature: Date: ( Y y tr Address of New Home: City/FL Zip: t l c0D WE 7 3 NOTE: The home's estimated energy perf?rtn)nce score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPADOE EnergyStar designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.30) RIGHT-J CALCULATION PROCEDURES A, B, C, D u Entire House DEL AIR HEATING,AIR CONDITIONIN',G,R .Job: 1733 SANDY RIDGE 2-13-04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 16011 ft3 x 0.0167 = 213 cfm 2. Winter infiltration load 1.1 x 213 cfm x 32 °F Winter TD = 7515 Btuh 3. Winter infiltration HTM 7515 Btuh / 305 ft2 Total window = 24.6 BtuhffF and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 16011 ft3 2. Summer infiltration load 1.1 x 107 cfm x 18 3. Summer infiltration HTM 2113 Btuh / 305 ft2 x 0.0167 = 107 cfm F Summer TD = 2113 Btuh Total window = 6.9 Btuh/ftz and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 107 cfm = 3148 Btuh rroceaure u - tquipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 °F SummerTD = 1485 Btuh Sensible load for structure (Line 19) + 27353 Btuh Sum of ventilation and structure loads = 28838 Btuh Rating and temperature swing multiplier x 1.00 Equipment sizing load - sensible = 28838 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 3148 Btuh Equipment sizing load - latent = 6739 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrvghtsoft Right -Suite Residential 5.5.17 RSR26014 2004-Feb-13 15:07:57 4CC% E:Tiles\DrHorton2002\1733SANDYRIDGE\1733SANDYRIDGE.rsr Page 1 PROJECT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: DR HORTON Notes: Job: 1733 SANDY RIDGE 2-13-04 Design information 4` _ 4 E. Weather: Orlando_AR FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary Building heat loss 33713 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33713 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft 173Z 17N Volume (ft3) 16011 16011 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 213 107 Heating Equipment Summary Make CARRIER Trade Model Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 7.6 HSPF 0 Btuh @ 47°F 0 F 1400 cfm 0.042 cfrn/Btuh 0.40 in H2O Summer Design Conditions Outside db 93 F Inside db 75 F Design TD 18 F Daily range M Relative humidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 27353 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 F Use mfg. data y Rate/swing multiplier 1.00 Total sens. equip. load 28838 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infiltration 3148 Btuh Total latent equip. load 6739 Btuh Total equipment load 35578 Btuh Req. total capacity at 0.80 SHR 3.0 ton Cooling Equipment Summary Make CARRIER Trade Cond Coil Efficiency 12 EER Sensible cooling 33200 Btuh Latent cooling 8300 Btuh Total cooling 41500 Btuh Actual air flow 1400 cfm Air flow factor 0.051 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 81 SoldIrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr1(3htsoft Right -Suite Residential 5.5.17 RSR26014 2004-Feb-13 15:07:57 ACCA E:\Files\DrHorton2002\1733SANDYRIDGE\1733SANDYRIDGE.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1733 SANDY RIDGE 2-13-04 109 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 DINING RM a n e a c n 0 d 1 1 90 1.0 1.0 14.0 5.0 54.4 32.0 0.0 KITCHEN LAUNDRY LIVING/FOY a n S a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 30.4 32.0 0.0 b n e a c n 0 d 1 1 90 1.0 1.0 14.0 8.0 54.4 64.0 0.0 PWDR PANTRY MBDRM a n e b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 54.4 30.0 0.0 MBATH MWIC BDRM3 a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 15.0 0.0 BDRM2 a n w b c n 0 d 1 1 90 1.0 1.0 3.0 5.0 54.4 30.0 0.0 WIC2 a n w b c n 0 d 1 1 90 1.0 1.0 3.0 5.0 54.4 15.0 0.0 BATH2 v, wrightsoft Right -Suite Residenfial 5.5.17 RSR26014 2004-Fea1315:07:57 ACON E:\Files\DrHorton2002\1733SANDYRIDGE\1733SANDYRIDGE.rsr Page 1 HALUSTAIRS a n w b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 LOFT a n e b c n 0 d 1 1 90 1.0 1.0 3.0 5.0 54.4 a n s b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 wrjghtsoft Right -Suite Residential 5.5.17 RSR26014 ACa E:\Files\DrHorton2002\1733SANDYRIDGE\1733SANDYRIDGE.rsr 15.0 0.0 15.0 0.0 15.0 13.2 2004-Fet-13 15:07:57 Page 2 v 109 COMMERCE STREET, LAKE RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR COND FL 32746-6206 Phone: (407) 831-2665 Job: 1733 SANDY RIDGE 2-13-04 MANUAL J. Ilh Ed - Name Name d room Entire House DINING RM KITCHEN LAUNDRY 21ftLengthofexposedwall266.0 ft 26.0 ft 9.0 ft 15.0 ft Room dmensians 15.0 x 11.0 ft 9.0 x 15.0 ft 7.0 x 6.043CeirgsConditOption8.6 ft 1heat( ool d 9.4 ft heat/cod 9.4 It heat/cool 9.4 ft heat/ood TYPE OF I CST HTM Area Load (Btuh) Any Load (Btuh) A. Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htq Cig W) Htg Clg ft) Htg Clg 011) Htg Clg OF) Htig Clg 5 Gross a 14B 4.6 2.1 901 244 85 56'--- Exposed b 12C 2.9 1.9 1142 0 0 0 walls and c 13C 32 1.2 263 0 0 85--" partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Wndows and a 1C 37.0 199 7355 32 1183 0 0 0 0 glass doors b BC 37.0 64 2365 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 01 7 Windows and North 20.4 28 575 0 0 0 0 0 0 glass doors NEMW 0.0 0 0 0 0 0 0 0 0 Coding ENV 54.4 201 10934 32 1741 0 0 0 0 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30.4 34 1028 0 0 0 0 0 0 Horz 0.0 0 1 0 0 0 0 0 0 0 B Other doom a 11A 18.9 12.7 24 453 306 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 18 265 179 0 0 0 0 0 0 18 265 179 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 773 3562 1592 212 979 437 85 390 174 56 258 115 exposed b 12C 2.9 1.9 983 2831 1911 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 245 772 287 0 0 0 0 0 0 67 211 78 partitions' 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 ejd, 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1052 1784 2342 0 0 0 0 0 0 0 0 0 t 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 0.0 134 3473 0 26 674 0 9 233 0 15 389 0 Note: room b 19G 1.1 0.0 240 273 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 24.61 6.9 3051 7515 21131 32 7881 222 0 01 0 18 443 125 13 Subtotalloss=6+8..+11+12 30648 3624 623 1566 Less external heating 0 0 0 0 Less transfer 0 0 0 0 Heating redislributon 0 0 0 0 14 Dud loss 10o/ 30M 10o/ 362 10o/ 62 101/ 157 15 Total loss = 13+14 33713 3986 685 1723 16 Int. gains: People @ 300 6 1800 1 300 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 1200 1 600 17 Subtot RSH gam=7+8_+12+16 24866 2700 1374 1097 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 Coaling redistribution 0 0 0 0 18 Duct gain 10 " 2487 100/ 270 10% 137 too/ 110 19 Total RSH gain=(17+18)-PLF 1.00 27353 1.00 2970 1.00 1512 1.00 1207 20 Air required (dm) 1400 1400 166 152 28 77 1. 72 62 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wry 1"1ts42>ft Right -Suite Residential 5.5.17 RSR26014 2004Feb13 15:07:57 E:\Files\DrHofton2002\1733SANDYRIDGE\1733SANDYRIDGE.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R! Job: 1733 SANDY RIDGE 2-13-04 STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: (in La. Name of roomLMNG/FOY PWDR PANTRY MBDRMjMANUALLengthofexposedwall66.0 ft 6.0 ft 6.0 ft 27.0 ftRoomdirtensiorts20.0 x 20.0 ft 9.0 x 4.0 ft 6.0 x 5.0 ft 12.0 x 14.0 ft 4CeIngs Condit Option 9.4 ft heat/cool 9.4 ft heat/codi 9.4 ft heaNcod 8.0 111 heaUcool TYPE OF CST HTM Area Load (Stuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ftF) Htg Clg fF) Htg Clg: ft) Htg Clg P) Htg Clg 5 Gross a 14B 4.6 2.1 516 0 0 0 Exposed b 12C 2.9 1.9 38 0 0 216 walls and c 13C 3.2 1.2 66 56 56 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Wrtdows and a 1C 37.0 32 1183 0 0 0 0 31 1109 glass doors b 8C 37.0 64 2365 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Wndows and North 20.4 0 0 0 0 0 0 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 Coding E/W 54.4 64 3482 0 0 0 0 1632 SEISW 0.0 0 0 0 0 0 0 0 0 South 30.4 32 973 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 24 453 306 0 0 0 0 0 0 0 0 0 b tOD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 420 1935 865 0 0 0 0 0 0 0 0 0 ergrosed to 12C 2.9 1.9 14 40 27 0 0 0 0 0 0 186 536 362 walls and c 13C 3.2 1.2 66 208 77 56 176 66 56 176 66 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 168 285 374 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 66 1711 0 6 156 0 6 156 0 0 0 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 121 Infiltration a 124.616.9 120 2957 832 0 01 01 0 0 0 3q 739 208 13 Subtotalloss=i+8..+11+12 10852 332 332 2669 Less external healing 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Dud loss 10% 1085 100/ 33 100/ 33 10°/ 267 15 Total loss =13+14 11937 365 365 2935 16 Int gains: People @ 300 4 1200 0 0 0 0 1 300 Appl. @ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8. +12+16 T761 66 66 2875 Less external cooling 0 0 O 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Dud gain 10% 776 100/ 7 10°/ 7 1MX 288 19 Total RSH gain=(17+18pPLF 1.00 8537 1.00 72 1.00 72 1.00 3163 20 Air required (ofm) 496 437 15 4 15 4 122 162 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 14& wr gF>Itsoft Right -Suite Residential5.5.17RSR26014 2004-Feb-1315:07:57 E:\Files\DrHorton2002\1733SANDYRIDGE\1733SANDYRIDGE.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1733 SANDY RIDGE 2-13-04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 X (tn td. 1 Name of room MBATH MWC BDRM3 BDRM214MfVVUAL2Lengthofexposedwall6.0 ft 0.0 ft 14.0 ft 25.0 ft 3 Room dnxmsions 6.0 x 12.0 ft 9.0 x 6.0 ft 12.0 x 14.5 ft 13.0 x 12.0 ft Ceings Condit Option 8.0 It heat/cool 8.0 ft heat/ood 8.0 ft heat/cool 8.0 ft heaW000l TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Bluh) Area Load (Btuh) EXPOSURE NOJ. Htg Clg ft Htg Clg OF) Htg I Clg i W) Htg Clg OF) Htg I Gg 5 Gross a 14B 4.6 2.1 0 0 0 0 Exposed b 12C 2.9 1.9 48 0 112 walls and c 13C 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 WrKlows and a 1C 37.0 0 0 0 0 15 554 30 1109 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 O 0 0 O 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Wrxbws and North 20.4 0 0 0 0 15 306 0 0 glass doors NEMW 0.0 0 0 0 0 0 0 0_ 0 CoolingCod ENV 54.4 0 0 0 0 0 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 Hoe 0.0 0 0 0 0 0 0 0- 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 10 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 0 0 0 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 48 138 93 0 0 0 97 279 189 170 490 330 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions ' d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 72 122 160 54 92 120 174 295 387 156 261 347 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 6 156 0 0 0 0 0 0 0 0 0 0 Not-: morn b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 156 177 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 121 Infiltration a 1 24.6 6.9 01 0 0 0 01 0 151 370 1041 39 739 208 13 Subtotalbss=6+8.+11+12 416 92 1498 2779 Less external heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Duct loss 10°/ 42 10°/ 9 10% 150 10°/ 278 15 Total loss = 13+14 457 101 1648 3057 16 Int gains: People @ 300 0 0 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 0- 0 17 Subtot RSH gain=7+8_+12+16 254 120 986 2518 Less ex0emal cooling 0 0 0 0 Less transfer 0 0 0 0 Coding redistribution 0 0 0 0 18 Dud gain 10°/ 25 10% 12 10°/ 99 10'/ 252 19 Total RSH gain=(17+18)'PLF 1.00 279 1.00 132 1.00 1084 1.00 2769 20 Air required (dm) 19 14 4 7 68 56 127 142 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. w" 4Z3"1t50ft Right -Suite Residential 5.5.17 RSR26014 2004Feb-13 15:07:57 CC' t" E:\Files\DrHorton2002\1733SANDYRIDGE\1733SANDYRIDGE.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING, R Job: 1733 SANDY RIDGE 2-13-04 109 COMMERCE STREET, LAKE MARY, FL 32746 6206 Phone: (407) 831-2665 X fm to. 1 Name of room WIC2 13ATH2 HALL/STAIRS LOFTj4M' ANUP'L 2 Length of eposed wall 11.0 ft 3.0 ft 12.0 ft 40.0 ft 3 Room dinensions 6.0 x 5.0 ft 17.0 x 6.0 ft 7.0 x &0 ft 16.0 x 15.0 ft CeUgs Condit Option 8.0 ft heaUcool 8.0 ft headcool 8.0 ft heat/cool 8.0 It heat/cool TYPE OF CSTIClgHiM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) B(POSURE NO. Htg ft) Htg Clg ft Htg Cig tt Htg CIg ft?) Hf9 Clg 5 Gross a 14B 4.6 2.1 0 0 0 Exposed b 12C 2.9 1.9 88 24 96 320 walls and c 13C 3.2 1.2 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 6 Wrndows and a 1C 37.0 15 554 0 0 15 1109 glass doors b 8C 37.0 0 0 0 0 0---- 0 0-'-- Heating c 9C 38.7 0 0"-- 0 0---- 0---- 0 0"-- d 0.0 0 0""0 0""0----0 554--'- 0---- e 00 0 0 0 0-'---00 0---- f 0.0 0 0----0 0----0"" 0 0Wnd7awsarilNorth20.4 0"-- 0 0 0 0 0 1 269 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0CodingE/W 54.4 15 816 0 0 15 816 1 816 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30.4 0 0 0 0 0 0 2 55 Ho ¢ 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 o 0 0 0 0 0 0 0 0 0 0 b 10D 14.71 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 0 0 0exposedb12C2.9 1.9 73 210 142 24 69 47 81 233 157 290 835 564 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 i 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 30 51 67 102 173 227 56 95 125 240 407 534b0.0 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 0d0.0 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 0If10.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 0 0 0 0 0 0Note: room b 19G 1.1 0.0 30 34 0 54 61 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 24.6 6.9 151 370 104 0 0 0 15 3701 104 30 739 208 13 Subtotalloss=6+8_+11+12 1219 303 1252 3090Lessexternalheating0000Lesstransfer0000 Heating redistribution 0 0 0 014Dudloss10°/ 122 100/ 30 101/ 125 10°/ 309 15 Total loss = 13+14 1341 334 1377 3399 16 Int gains: People @ 300 0 0 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 0 017SubtotRSHgain=7+8_+12+16 1129 274 1202 2440 Less external cooling 0 0 0 pLesstransfer0000 Coding redistribution 0 0 0 018Ductgain 101 113 100/ 27 10-/ 120 10/ 245 19 Total RSH gairr=(17+18pPLF 1.00 1241 1.00 301 1.00 1322 1.00 269020Airrequired (dm) 56 64 14 15 57 68 141 138 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wrragl tsoft Right -Suite Residential 5.5.17 RSR26014 2004-Feb-13 15:07:574r--Cl%` E:\Files\DrHorton2002\1733SANDYRIDGE\1733SANDYRIDGE.rsr Page 4 dryer wall eoD D. I ca7tl W. 42X42 A/C SLAB a BY BLQR MIN 2' FROM WALL 2—CAR GARAGE 9'-A CLG. PWR SOLID PATIO IA:B ?.rce LNIE ar 2ND, rLR. i- 22G OPEN 70 y 9' (AB E DP FOYER 3" bath duct spa to roof cap PWDR w /fan Nutc e 696RNB ENTRY N— 3.5 TO w 1OKW 0240V TPN 2A.TA ,d P lclform by DICr 6 'JA IEYEw 6 L I r S' k' 3 2ND. FLOOR PLAN 1 ST. FLOOR PLAN ONrlooR LIVING 796 S0, r7. 2ND, fL00R LINNC 9O6 50, fl, TOTAL LINING I.— So. OARACE 273 90 FT. A C. ENM 67 $0. FT. P 0 Se So. FT. TDTAL SO. !T. 2,2210 SO.. r7. 2ND. FLOOR LINNG M/ WTE 64/13ATN 990 SO FT. Must here a minimum clearance of 4 inches around the air hendkr per the State Energy code. All duct has an r--6 insulaticn value. 4 bath duct to roof Cap W/ fen—Iiggh Nutene 763RLNB Rating 4 I EN-GINEERING PACKAGE BUILDER: 7. PROJECT: MODEL/BUILDING: REVISION DATE: L,/l/D NEW LOAD: CARPENTER CONTRACTORS OF AMERICA, INC. r 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 This Is A Danyarouts Condition Sheathing 1'O PRL•:VE:NT 'i'fIIS VAILURL, ANCHOR Canprntfontveln,,---''FOR RESTRAIN THE halote slid alter — — buckling. LATERAL BRACING 1 Cuutlnuout latsral bracing USE METHOD SHOWN AT snsinlsins spacing, but a ® tr 0, OR ANO'r IIER potmltsialwal buckling STRUCTURALLY SOUND of all wobin«nharaal MEI'lIOD SPECIFIED BY the some tkna. PROFESSIONAL ENGINEER aesrlrs0lo.truttat OR ARCHITECT'. 2 ANCHORAGE BY BUILDING DESIGNER Other anchorage provisions for other types of walls). Slwuthlnq nestle (by building nee I Inlo solve and rettratnslateral ng, tharsby ptwsntin% uckllaq. Ilnuout laurel bracing. coeupras,ion wab 3A bRR DIAGONAL BRACE. RESTRAINT WITHIN TIIE UNIT (3A & 3B) Calling —/ / 4Dlagonsl grace may traperaa snore titan 2 t"saai, dapendin. on truss height. Sheathing 4W; ANCIIQRA[;L OttRESTRAINT OF LATERAL BIIhCING The drawing below shown how to >reatrain the CLB when specified on their engineering sheets (drwg. shows EXAMPLE TRUSSES as. 09 SCISSORS STYLE) when the adjacent trusRes have a j different configuration (FINK shown here.) The ia9ona Brace 08R.i metttbers are 2x4Ia f- , the ends of which are attached to TOP & BOWOM chords. The diagonal brace tobe attached to one faCe o-F web member- Rl EXAMPLE: TRUSSES SCISSORS STYLE) compression wab- slopinq or vertical, or web 1r6041,09 bracing. condnrous lotefal i,raco w 2x4 03 or stud grad. \ Diauunsl hrace nalled I. opposile side of wab praysnts Waral tnovaaneal and should 1 ba, upaalud al NrProabnaUly 20 loot latarvals.— — - j Attach with (2)-16d nails at each and to chord* and to side of web or continuous lateral brace. Alpine standard drawing 137 shows various types or anchorage or restraints for continuous lateral bracing. Among them is a case where the web lateral bracing is anchored by a diagonal brace at 45 degrees from a horizontal plane A 5 degree deviation is strucelrally acceptable. if the deviation is greater than 5 degrees, a second diagonal brace sball be provided such as to make art "x'. She CLH as well as both ends or this diagonal brace shall be anchored with 2- 16d comrnon nails. NK STYLE ADJACENTT TRUSSES R2 Revised UP- 31z2J01 pi vSr2ay. 2-2O-7oo1 REF O l O O C 1 _ _ _ DATE 10/06/94 o `= _ This is a recommendation only. Permanent bracing for all structural elements and anchorage to accomplish DRw 137 rt1 r= o ALPINE the transfer of the loads to other structural elements of the building to achieve total structural integrity is the FL-ENG WLB- t TRUSS o responsibility of the building designer per Florida Building Code. 12,3 , - c o r o 0 0 I August 19, 2002 Mr. Jim Nick Carpenter Contractors of America 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Number of Nails Increased by 20% Dear Jim, As a. guide for calculating the spacing of na.ils when substituting pneumatically driven 0.128"0.0" nails for 16d common nails, increase the number of bails by 20%. This adjustment applies to both lateral and withdrawal. valises. A "v" pattern is acceptable for staggered nailing as long as the horizontal. distance benween mails is maintained. The. following table lists appropriate nail spacing for the connection of girder plies. SPACING OF 16D COMMON NAILS SPECIFIED IN DESIGN 2" O.C. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SPACING OF 0.128"X3.0" PNEUNIATIC NAILS 1.T' O.C. 2.5 4.2 5.0 5.8 6.7 7.5 9.3 9.2 10.0 10.8 11.7 12.5 13.3 Ptease dote that 2-ply girders need to be nailed from one face only. Note: The nail spacing of 4" O.C: for web bracing to be the same for 16d. common nails and for 0.128"x3.0" pneumatic nails. R' •rf X S in.cerely s' ••GiriF1C, F` aNo.22839 Walter P. ';c n P.E. :. STATE OF Senior Chief Engineer ; o s; ORT01.. AS2 ALPINE ENGINEERED PRODUCTS, INC. 'I SIONAO- .\ 1950 Marley Drive Haines City, FL 33844 - (863)422-8685 - (800)755-6001 r ! i b t t R JUU: Cracked 11eL-Vie lair Detail R2 THIS CIRAIVING SPEGIFIES) 11LPAIFIS I=C111 A TRUSS VVII -1 CRAGI EC1411EBS_ lAfIIJIJJG: TIII5 IIESIGtJ IS VALID 01It_'f FOR A S]:PIGLE PL5'.11a1.155 WITH DAMAGE) t1Ee5 OF 2x4 SIZE= AFIQ #3 SO. PUIE 6RAOF. IN AOI)IJ11114, A MAX114UH OF 1 CRACK PER UEB AND-2 CRACKED WEBS PER TFIUSS ME ALLIMED. CONUACT THE TFIUSS MANUFACTIJFlER FOR REPAIRS TFIAT Hd IJOT .COMPLY' 14I F1-1 TI-IIS DETAIL,. — JJ B) = DAMAGED A11EA, O" MIN. h) 12' MAX- 1-_ENG111 OF CHACit 1111 1'IEB_ s) - () --2X4 SO. PINE 0 SCABS, WHIIr1UM LEtdGTH [IF SCA8 .I-IUST pE .THE GORTEA OI=' . 1. 6E3` + LEhIG1-tl OF DAItAGEO AREA 101 , 14I1II1-tUt•1 (IF34' ' 014 BOTH SIDES OF_ THE DAMAGED AREA P 2. 00% OF Tk1E OF)IGINAL WEO I_E14G-n-i ATTACH ONF SCAB TO EACH FACE OF THE VIER 1,11 A DOUBLE Poll OF iOcl COIAIAOPI I4IF1E I4AILS SPACED 4' O.C. STAGGEIIED_ REFER TO MAIL_ SPACING DETAIL 1=011 A00ITIONAL IIAIL 5PACII4G INFORMATIOHI - FIELD REPAIRS MUST COMPLY IlTTH ALPIt4E DESIGNS A14U SPECIFICA[TOMG. R2THE REPAIR SPECIFIED OI 1 THIS DHAWIPIG MAY BE APPLIED TO VERTICALAWllDIAGOIIALUVEOS_ T1-IE DETAIL DOES 1.4CJT SI--IOVV A VERTICAL vV EB ONLY TO KEEP THE DETAIL EASIER TO.READ. lot] HAILS: DOUBLE 110H_ SIAGGEFIFDI OACK FACE 1`11014f FACE TT1Yt4l T 1 o i- O+ .O O 1- o f O T. O + O + O + O O J_ HAIL S13ACIIAG DETAIL Ci O O O = r=. 0 r__3 o r= tO ALP .[ I,) FAUSS o is 1--enJ R2 Revised UR 31221200T 141E I14I3011 [AI41 iElEALP1tE Fr 1'IEELlen 1HBOUCtS, IIYt. 11ARP1I-I I'llmissES I1E11U1tE Ex14E1" Ct11rl1LL777I1slteLLIm1eEt1EsmLIIiLEiBBRIr! IIi1rt1L TlJfr.-Q Ecrin!1 AI tU DEVIA-11m11-Oaf,IIJ9 DESInt Bp It1ESE 5PECIFICALIDI6, EA AIN UIJAC1118. SEE 1110-91 UT 11'L SEE 11115 WS11ill r-,In.mc ry amcv vc 1ac m .ar.Fvm.w.ce u1.. ecivv v. rvr_ i ...11.E All-IIIE UUIlizeCTUR9 A11e Imue 111° L"r6G CAI_J_ Sleet_ lJF_ET1BE A5111 u11TrolE71r6_ IIIdESs Hilt% 115E 11101GtTEU, A-0.16 5I B E'IfEf 1 AS IMTTFrI_ AI>PLT CUI1[:rOCLv 1U EF.CII fFLE [IF I I A 'vCIn11U511/1.1_ BE 1-4 EI ALLY BU CEU U7111 F tl E 1111159 LIST %.K,E5^. n11Ti'It SE I.OE_,a, UII 11,15 U[5J6tt F'USTTTEU Ll All"AIrl FI„111UEU 511E411111Ip_ e1111911 p1U1111 I:UIFIEC:IricrS 1'L i Ur.1'r 11165 13U, JSU C 1EUA"F. UESI611 51A1 mAUU5 Uurt vr>,vE1n Y I,11.CIIEII mum f.E11_im -- SEE 1:1111(=III!II 11/wf1.'ICR8I.E FIIB'JISJ(111s OF ms C 11•I. 6'1 E1rc WIcwsIIPl1.E 1ECf111CtL !'rw 1, imtsill-FJN P,>,r,n•EII SE-W nu 11115 011JIIIv6 AITI_IES 10 ilk MimEl-F111 f!EPTI:IRI VEIL, 11F1'luri 1, LPPLIC1a1011. Jun111.E•n A [.e? Ix 1104 III olti..q vR smi-l- IIUI 0E IIEL1E-0 IA•0ll III J.II1 IIOIETI II1,. IF51611 10 111E InEis EuECIll,1 wi llirr'lUll, 9--111 - DIM PLAIT 1115111UIL m7i - .1991. IIAUNRL IIESIli11 SPEf,IFIE1.a,11, J.F!) OI Lrn F'1i RIGI lU11 40, Ile v 17,2111 . NOT TO SCALE TC LL — PSF CRACKED I1E8 ETAI_ TC [IL _ PEF GATE 09102/94 1 BC 01- PSF FlFIIlC25U911U73_ F13CI-L _ 1 5F FL EI.4G le'i H,1R 1 2 2094 I lJT _LD. -- Walter P. Finn, P.E. No. 22839 SCAM (111 HTML - JIIC f ) TIIIS WIG PREPARED FRITH I.0I1PUTf l IIIPLIl (LOADS E DIIIEtISI1111S1 51101T111EI1 119 TRUSS INfh. TRUSSES BUILT PER It11S DETAIL IIESIGHFO TO II[AISEU fOlt IIIE FOLL011ING: tip TO 140 HPU IIAX HIUO, 30-1) FT 14EAU IIGT. ASCE 7-90, EIIC. DO PART, EIIC ULDG_ LBCATEO ANYWHERE lU ROOF. CAI II, EXP B OR C, WIND 1CIIL—S.0 PST, WIND BCDL-5.0 PSF.' ATTACH ONE SCAB TO FACE OF TRUSS WITH 0.120-X3' GUM 14ATLS AT 2- D.S. STAGGERED THROUGHOUT TOP CHORD_ SCAB TO HATCH THE SIZE AND HATCH OR EXCEED THE GRADE AS*SPECIFIEO ON THE ALPINE URAN111G. NOTE: FOR 130 tip" DESIGNS. 2004 ADDITIONAL UPLIFT CONHECT10tt REOUTRED 10 UPLIFT MOUNT SPECIFIED DN ALPINE DRAHING- NOTE; FOR 140 TIPU DESIGNS, 31301 ADDI11011AC UPLIFT COUt1ECT100 REOUIRED To UPLIFT AHOUNT SPECTf1E1).UN ALPINE DRAWING. ALTERUATE LOADING: 55 PSF@]-33 OF; SO PSFQI.25 DF: 37 PSF®1.2S DF 2-0-0 011 HXY ' l - I I 2L minimum I P1-1- TYP- ]•have TPI-95 Design Criteria: TPI(STD) IIARDTB6:A TRUSSES pEDIIIpE fYTpEHE Up.E ip PIBpl11TIOp: plpULtp6. SHIPPla6. INSTALLIp6 190 tl RAC1uG. REf FN TU III ft-91 (UAUULIUG IUSTALLING IUD BRACING), PUBLISHED Of IPI Il Russ PLATE IOSi IT OTE- 5B3 D OtlOFRIN DR., SUITE 200- HID1101- .1 53719). FOH SIFEII PRACTICES PRIOR TO P E9f0tlx1R6 1OE SE IFUML11DN5, U9t Ei5 aTHENp15E IRU I[AIED. )UP CUDRD SUALI OAlf PROPE21.1 A111COID 1 S@D[TDA AL PANELS, DOT10H [II000 SOIL( UAVE a PNOPERLY M ACUFO RIGID CEILING. IIIYODTAUI luuul w A [OPV PF 7R15 OESIGN 10 TUE INSIII.1ATION CONTRACION, AMME EuGIDEEREO P ROOUCIS, IYC. SUALC B0T aE RE5P 0N51atE F00 ANI DEVIATION Wit THIS UFSIGUT. LOW fAlloRE 10' RUILO IUE TRUSSES IN COUf0ilakUCE.u1TU IPi; OR FABRICATING, 11ARULIUG, SU MING, INSTAttING ADO AIL T H , BR ACIUG OF 70 USSE5. FIIDESIGU COUfORUS'U110 APPLICAULE PROVISIONS Uf U05 (UE110ULL OESIGH 1 ,\-7 SWIFIM IOU PUut15UE0 DI THE AH(NICAN FUREST IUD PIPED A55ULIf1110R) AND lPl. ALrIUE COR Uf C10RS ARE H. UE 20GA ASIH AG53 GH TO GAIN. StffL, fTCEFT AS ROTED. AP{t1 CONOf CI ONS TD Z EA[II fA[E OF TRU$S, AUO OULf SS 11 HERO SE IOCAIEO ON THIS PESIGH. POS1110D COUNFC TONS PfR DRAUIUGS IGU A -I, lilt 5fl.L Oil THIS PRIUiRG 111010tES A[CEr1A110E Of PHOFESSIONAt ERGIRERIUG kapineLTngLlleCftllYllllIUG15,11C. UMUMIUDI11 SUI[11 fill IIIE ]PUSS CORPDIHUI OISIEII S110111. 111E S1111A01LIII Alin USE Of IIIIIS HNiHSsCilyjL 33844 COOPOUtilf Hil MIT PARTICULAR IIUILOING IS Tilt PESPOUSIOILIII Of IIIE 0111101UG RE5161fli, Pip ft,CcIIIDCUtcofAUlhothatiDD1567 ApSlllrl 1-199S sE[TIOh 2. CME QTY:1 HIM-/-/-/R/- TC LL 30,0 PSF RIF 0001- o TC DI- 7.0 PSF DATE 11/D6101 HC DL 10.0 PSF DRI•i IICUSROOI 01310276 FIC LL 0.0 PSF HC-EI'IG /J41C THAD. ++47,0 PSF SEQIi - 24952 Walter P. F'nn, P.E.- No. 2283.9 111IR . f A C . 1'. 33 0 CLB WEB BRACE SUBSTITUTICN THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN. ACI'ERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB_ APPLY (1) SCAB TO EACH FACE OF WEB_ T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: T-BRACE OR L-BRACE APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d OR .128"x3" GUN SCAB NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 41ANDLING INSTALLING A14D BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, Wl. 53719) FUR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERVISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. HPORTANT- FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE .FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILUREALPINETOBUILDTHETRUSSINCONFORMANCEWITHTPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING L BRACING OF TRUSSES_ DESIGN CONFORMS VITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFLPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16 GA (V,H/S/K) ASfM A653 GRADE 40/60 (W,K/IT,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, ALPINE ENGINEERED PRODUCTS, INC. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAVINGS 16DA-2 ANY INSPECTION OFPLATESFOLLOWEDBY (I) SHALL BE PER AN14EX A3 OF TPI 1-2002 SEC. 3. A SEAT. ON THIS POMPANO BEACH, FLORIDA DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI i SEC. 2. f 2 2004 Walter'P. Fin, P.E. No. 22839 Lff T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579,640 TC LL PSF REF CLB SUBST. TC DL PSF DATE 02/18/03 BC DL PSF DRWG BRCLBSUBO203 BC Id, PSF ENG MLH/KAR TOT. LD. PSF DUR. FAC. SPACING ALL %IV''S & MVK'S - CONVEhITIOIL AL FRAMED VALLEY DETAIL_ I I N u urlir rKC. r RRCu rDun —11 u, 1. E, t- ,, 1L"III I .,,, ,,,.,.....,r THIS DETAIL IS VALID WHEN USED III CONJUNCTION WITH ALPINE DLSIGNED NOTE: EDGE DISIA.NCES, END DISTANCES AND SPACING FOR ALL PL,IL CONNECTIONS TRUSSES ONLY. MUST BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. 2X6 SP #2 RIDGE BOARD. ALL CONNECT1011S SPECIFIED HEREIN ACC:OUHT FOR BOTH DOWNWARD (GRAVITY) ARID 2X6 SP P2 RAFTER UPLIFT (WIND) LOADS. (STRAPPING NOT REQUIRED) r 2X4 SP #3 CRIPPLE NOTE: USE 0.128"X3' GUN NAILS WHERE SPECIFIED. NOTE: FOR CRIPPLES LESS THAN 75' IN LENGTH, NO BRACE REQUIRED. FOR CRIPPLES LESS THAN 96' BUT GREATER THAN 75" IN LENGTH, 2X4 "I'" BRACE OR `" 4X2 BLOCK REQUIRED IF RIDGE BOARD CRIPPLE IS NOT SUPPORTED DIRECTLY BY .A SCAB BRACE REQUIRED. SP #3, FULL LENGTH, FASTEN WITH 16D NAILS @ 4- OC. TRUSS BELOW_ CONNECT TO DECKING WITH 8D OR GUN NAILS @ 2" OC. OR 60H NAILS @ 3° OC. MAXIMUM CRIPPLE LENGTH IS 96" HORIZONTAL CUT MAY BE SQUARE CUT OR BEVEL CUT TO HATCH TOP CHORD PITCH NOTE: FOR A CONVENTIONAL FRAMED HIP VALLEY SYSTEM, REFER TO THE DETAIL ON THE LEFT SIDE OF THIS DRAWING, DETAIL FOR SPANS GREATER THAN BEARING TO BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH BY 2.0' DC. TRUSS 2O' 0' AND DIAPHRAGM SYSTEM. CONNECT TO EACH SUPPORTING TRUSS TOP CHORD BELOW WITH 4-161) OR 5 GUN NAILS, CONNECT RIDGE BOARD CRIPPLE TO RIDGE BOARD WITH 2 16D NAILS OR 3 GUN NAILS. 130 MPH WIND, 15.0 FT MEAN HOT, kSCE 7-98, ENC. BLDG, LOCATED ANYIJHERE IN ROOF, CAT 11, EXP. B or C. WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. 1 CONNECT 2X6 RAFTER TO CONNECT EACH END OF TOP CHORD TO 2X6 I RIDGE BOARD WITH 3-16D NAILS OR 4 GUN NAILS. 1 RIDGE RAFTER WITH 4-16D TOE -NAILS. f CONNECT EACH END OF RIDGE RAFTER 5 TO 7 I TO .VALLEY TRUSS/GIRDER TRUSS OR ROOF PLANE WITH 4-16D TOENAILS 3- 16D NAILS 2X6 SP #2N, TYP OR 4 GUN NAILS (TYP) I 2X4 SP #3 RIDGE \\\ 3-16D NAILS BOARD CRIPPLE@ +++ 3' 0" OC- MAX (TYP) 1 5 TO 7 \ 1/ 2 HEIGITT _ ** or VALLEY r 5s (A) 2X6 SP #2N, SCABBED (A TRUSSES BELOW @24" OC. * I W= 7.12(5.5'@45) TOENAIL CONNECTION AT (A) 2- 160 TOENAILS I SPAN # OF NAILS 3- 16D TOENAILS OR 3 GUN NAILS (TYP) UP TO 20' 7-16D COMMON OR 4 GUN NAILS W- 7'12(5.5"@45) 1 UP TO 16' 5-16D COMMON OR 6 GUN NAILS MAX CRIPPLE 1 LIP TO 12' 4.-16D COMMON OR 5 GUN NAILS SPACING I 6- 0-0 1 DETAIL FOR SPANS UP TO 20'0"l DETAIL FOR SPANS GREATER THAN 201011 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 0TY:1 HARMING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND C I. PSF 16.0 P S F R E F R 0 8 1-- 0 BRACING. REFER TO If IB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 0.0HOFRIO DR.. SUITE 200. MAO ISON, xl 53119). FOR SAFETY PRACTICES PRIOR TO — PERTOReING TIfESE FUNCTIOFIS. UNLESS OTHERHLSE IN01[ATE11. TGP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 1.5.0 PSF DATE I1/06/01 STRHCT UR AL PANELS. DOT TON CHORD SHALL HAVE A. PROPERLY ATTACHED RIGID CEILING. , I TIP DRTANJ' FURNISH A COPY OF THIS NESIGN. TO THE INSTALLATION C,3NTRACTOR. ALPINE ENGINEERED _ BC OL O.O PSF bRLI HLDSRDDI 01310037 PRODUCTS, INC. SHALL NOT BE NESP OHSIBLE fUN A11Y DEVIATION FROM 'THIS DESIGN; ANY FAILURE TO _ n I r1 A ( BUILD THE TP, IT S IN CON F OR f RUCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND kpl iT(/""ILL1I`L BRACSP ccING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 1105 INATIGNAL DESIGN BC LL 0.0 PSF HC-ENG JWC/WPF tCONN ICA7I0U PUBLISHED OY THE ANERICAG FOREST ANO PAPER ASSOCIAS NO .D. TPI. ALPINETO . LD 31 .O PSF SEQN - 24891 COIiNECTORSARENAOEDF20GAASiwAnSiGRlOGALV. STEEL, EXCEPT AS NOTED. APPLY COxxE[TnRS TO Wlm P.E. EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED OH THIS DESIGN, POSITION CONN`ECIORS PER o DRAWINGS LEO A-2. THE SEAL ON T'iilS OR AN LNG IND [cATEs ACCEP7Ax CE OF PROFESSIONAL ENGINEERING - - No. 22839 D U R . F A C . 1 . 2 5 i AlpineEnaY'ineeered Products, UTc. .RESPONSIBILITY SOLELY FOR THE TRUSS COIIPOHENI DESIGN SHOWN THE SUIIABI1_11` AND USE Gf TMIS _ _ _ J ClBlnzsCity, FL COMPONENT FOP. ANY PARTICULAR BIIfLDiNG IS THE RESPONSIBILITY OF THE BUILDING Df SIGN ER. PER ANSI/ TPI 1 199' SECTION 2- -- - SPACING 24.0' JREF- iS9C081_R13 GA.DLES 1?D IIPII, kscE 7-96, LYP B, 1](1 1)PIi IN NO. -10,11 FT ME All IIGT, ASCE ) 98. EIIC. RLOG. LOCATED AIIYtUiERE Itl ROOF, CAT II, EX B, NIIII) (COL>5.0 PSE, 1,111111 RCIit.=5.O II SF. 1 FAR VERT[CAL 11EOS NO MORE MAN 4'0'_ 111.5X3 FOR VERTICAL. WEDS GREATER THAN 4'a'; W2X4. SPLICE" PEAK, AND NEEL PLATES TO IIATCN COHI-ION TRUSS. 2X4 OR GREATER CHORDS, DROP GABLE WILL SUPPORT 4'0' OLITLOOKERS WITH 2'0- OVERHANG (BROP HEEL GABLE) SPACED 24' O,C., OR TIIE LOAD PROI1 12" PLYI-1000 OVERHANG (NOMINAL HEEL GABLE). Tills TRUSS HAS BEEII OESIGIIED TO -TRANSFER ALL I10RTIONTAL WIND LOAD INTO THE ROOF AND CEILING IIIAPHRAGHS_ CONNECTIONS AND DESIGN OF IIIESE SYSTEMS ARE THE RESPONSIBILITY OF TIIE BUILDING DESIGNER. 1 THE BUILDING DESIGNER IS RESPBNSTHLE FBR THE GABLE SWEAR WALL DESIGN. CEILING AND ROOF SHEATHING DIAPHRAGM CONNEC1101IS, AND ALL TRUSS TO NALL. CONNECTIONS. 1+ 1/16 HINTHIIN APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS_ RI IIOTE: HAIL 5TEPS OF LADDER TRUSS DHTo THE OIITSTDE PIECES WITH 2-160 NAILS AT EACH END. RI NOTE: ATTACII LADDER TRUSS It) TOP CHORD OF GABLE TRUSS WITH TL40 ROWS OF IGD NAILS @ 0- D.C. STAGGERED 4- ALT GABLE SFIAPES: 11115 Pill'.PREPARED FRDFI I:LIllptIlER IDPuI (LOADS s D(FIEFlSIONS) SIIOIIITTED DY I MSS tiFR- IiR:.CI11G OfF1H111illi5: 1101E; 'EtID )1NIE' EXISTS 16' AT 80111 ENDS (IF VE1111CAL WEB. A) (1) 2X4 51) J3 'L- BRACE_ ATTACII 111111 0.128'X-1' NAILS @ 2" OC. II) END ZONES; 4" OC- BEIWEEII ZONES 0) (2) 2X4 SP @3 -L'-BRACES. ATTACII EACH WITH 0.126'X3- NAILS @ 3' OC. IN ENO 1011ES: 6' OC- BETIIEIN ZONES- C) (1) 2X6 SP g2 N 'L' BRACE_ ATTACH WITH 0.128-X3' HAILS @ 2- OC. IN Elio ZONES; 4' OC_ BETWEEN ZONES_ 0) (2) 2X6 SP $2 11 -L- BRACES_ ATTACH EACH WITH 0.12E-X3' NAILS @ 3' OC. IN ENO ZONES; 6" OC. BETNEEII ZONES. STUD SPACING / BRACING TABLE: 2X4 SIT 3 DEFLEC (1) 2X4 2) 2X4 1) 2X6 (:) 2X6 STUD 11011 lilt 'L' BRACE L" BRACE `L" ORPI I' BRACE SPACING CRITERIA BRACE TYPE (A) YPE (B) TYPE (C) YPE (0)' 24" L/240 3'LB' 7'7' 9' 6' 12' 3' 41 0' 24' L/120 4' S' 7'7' 0' 3' 12' 3' 4' 0' 16" 1-/24B 4' 4' 912- (1']1'. 14, O 4 O" 16, L/120 S' 6' 913" 2' 0 14' O' 4' 0' OVERHANG DETAIL LADDER 14/ STEPS ® 24'724' SSES 0_•C- TYP) INCLIIDES FASCIA MAX Plote: All Plates Are 142X4 Except As Shown- PLT TYP. Wave TPI-95 Design Criteria: TPI(STD) 11ANHIUG-- TRUSSES REODTRE EYTREHE CARE to FARRICATfoll. DABBLING, SHIPPING, INSTALLING Ann RNACINL. REFER TO HIH-91 (11114HLIUG IUST-1.1.6 — 6RACIN6). Pu6LISHI1' 6Y TEI (TRUSS I-t.0 IIISTIIUIE. 583 D'IIHOFRlB DR-, SUITE fall, HADISDN, ul 53119). fall SAfffT PRACTICES PRIOR In PERFURHl U6 THESE FUUCl IONS. u:LESS OTHERWISE INDICATED. TOP CUORD SHALL HAVE PRDPERLY AYTACUED Sill IICTUR AL PANELS. R011OH CHORD SHALL HAVE A PUOPERLT ATTACHE. RIGID CTILIR6- IMPORT&""'-- fURRISU A COPI OF THIS .ES16U TO TOE IDSTALLATIOU COUTRACIOR. ALP(Rt fW6lllEffl [NEEDED PIWUUCTS. INC. SMALL NOT BE RESPOUSIOLf TOR ANY DEVIATION FIOH THIS DESIGN; AN1 FAIIuAf 16 1' I M L Bu1LO ]HE TRUSSES IN COHfoHDAHCT UIIU TPI; OR FABRICATING, MOULDS. SNIPPING, INSTALLING AMD BRACING OF TRUSSES- TUTS7AL DES1611 Co1IfORNS U11"11 APPLICABLE PUOYISIaUS of DOS (OAIIDHAL 0E5FG4 SPECIFICATION POBLISIIEO BY IUE AUERICAR FOREST ADD PAPER ASSOCIATi0R1 AND TPI. ALPIUf COUAECIQ%S ARE "LDE OF 206A ASTH AG63 6R1u 64LY. STEEL. ETCEPY AS DOTE"- APPLY C.U.1t CTOR5 TO EACH FACE Hf T,USS. ADD UNLESS OTHERWISE LOCAILD OH THIS DES16U. POSIllom COU1lFC7ORS PER A l 11)piT1e.BgilleeTeLl Products, DRANINGS 169 A-1, TIIE SEAL OR IRIS ORANIIIG INOICAIES ACCEfTARCf Of PROfESSIBNIL ENGI)IEERiBGLlle. Elainu Cite, F1.. 31R44 IISPROSIDILIIY SOLELY tall 111E IRIISS CoHPDuENT DE516U SIIUDH. IIE SUITABILM AND USE OF THIS 1; I'LC lithca(ZOIAHI]w11zDIiD0D pEoHPDNERTFORRuePARliCUI.AR Bu(LRtu6 15 lilt R(5TOu5WILIII OF lilt URI RIN11 DL5I6II(l, 1pp(lI 6710ZI)fPI 1.199S SEETION 2. _ REFER TO TABLE FOR RRACING REOUIREhIENTS. X Over Continuous Support 1J-125 PLF 19. 5c OTY:1 2C; 1Y ter P. Finn, P.E. No. 12839 1 TV 1-L PSF TC DI- PSF BC DL PSF BC LL PSF TOT. LD. 60-0 PSF MIr,— rnc. 1.1 j-- SPA( [ hIG 24.011 R1 REV 2-5-02 J4lV Scale m.375"/Ft- REF R081--0 DATE 11/02/01 D RW NCUSROBI 01306241 ue Er(r, /JWC SEQW - 24860 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR t ,cv -- YcUw-1140 / 1/J30 ( UJ ) - Al ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4X4= 120 mph wind, 21.98 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 r psf. Deflection meets L/360 live and L1240 total load. 3X4 3X4 5 r 5 6-7-1 18 8 12 2X4111 5X8= 2X4III 3X4 (Al) = 3X4 (Al) 1-o-0 0-0 _I_ 15-0-0 30-0-0 Over 2 Supports R=1164 U=440 W=4" R=1164 U=440 W=4" 92157REFERTDBC6I103 (BUILDING COMPONENT SAFETY INFORMATION), 42442PLATESTOEACHFACEOFTRUSSANp, UNLESS OTHER WISE LOCATED ON THIS DESIGN, POSITION PER DRAW[ NOS I60A-1. yy rd1teT D. PLT TYP.,.Wave TPI Design Crit: TPI-1995 19.639 QTY:5 HI 1/- E -/- Scale 1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. T C L L 2 0.0 P S F R E F R 0 8 1 LU34 -- /40,54-1140 1/JJ tS ( U.5 ) - AUL ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous' lateral restraint to the gable end. All connections to be designed by the building designer. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4X4= 120 mph wind, 21.98 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. REFER TO DRAWING HCUSR081 01306184 & 241 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 3X4 (Al) = 5X5= 3X4 (Al) 1-0-0 15-0-0 I 15-0-0 0-0-0 Over Continuous Support R=78 PLF U=29 PEE W=30-0-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI 7ALPINEpineEngineeredProducts, Inc. 1950 Marley Drive Haines City, FL 33844 FL Certificate of Authorization # 567 Design Crit: TPI-1995 19.639 WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'O NOFR IO GN., SUITE 200, MADI SON, WI 53119) AND NTLA (WOOD TRUSS COUNCIL Of AMER If A, 6300 ELATE 0.PRISE LN, MADISO N, NI SJ719) FOR SAf ET PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 1-0-0 QTY:1 RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR_ ALPINE EN GI NEE REO PRODUCTS, INC. SO ALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIG N; ANY FAILURE TO BUI L0 THE TRUSS IN CONFORMANCE WITH TPI; on FABRICATING, HANDLING, SHIPPING. INSTALLING & BRACING OF TRUSSES. 2004OE5IGNCONFORMSWITHAPPLICABLEPROVISIONSOFLADS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE _ CONNECTOR PLATES ARE MADE OF 20/1N/16GA I H/9/KJ A TM A 6 5 3 GRADE 40/60 1W, K/H, S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A z. Walter P. FinnANYINSPECTIONOFPLATESFOLLOWEDBY (1) SHALL BE PER ANNEX A3 OF TP11 2002 SEC.3. A SEAL ON THIS ) P.E. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT No. 283 (, DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT f0R ANY BUILDING IS THE RESPONSIBILITY OF THE lV G SS BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. 6-7-1 18-8-12 6EM HI/ 1 E/-/- Scale 1875"/Ft. TC LL TC DL BC DL BC LL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081-- 92158 DATE 03/12/04 DRW HCUSR081 04072749 HC-ENG JEC/WPF SEQN- 42444 DUR.FAC. 1.25 FROM GSB SPACING 24.0" JREF- 1SB5081 Z23 72034 -- 72034-N48 / 1733B ( 03 ) - A2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4X4= 4X6= 120 mph wind, 21.75 ft mean hgt, ASCE 7-98, CLOSED bldg, not located r within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 6-1-7 18-8-12 JA0= -nT- 3X4 (Al) 3X4 (Al) = 1-0-0 1-0-0 13-10-8 z 3 0 1. _I_ _i_ 13-10-8 _I CE 30-0-0 Over 2 Supports R=1164 U=438 W=4" R=1164 U=438 W=4" / 1 PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 OTY:1 HI/- 1 -/E/-/- Scale=.1875"/Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F R E F R 0 8 1 92159REFERTOSCSI1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, S83 0.0 N0 FR IO DR., SUITE 200, MABI SON, WI S37 19) AND WTCA (W00D TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LI. - '] MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T C D L / . O P S F. DATE 0 3 / 1 2 / 0 4TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHED RIGID CEILING. BC DL 10.0 PSF DRW HCUSRo81 04072757 IMPORTANT t FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED L PRODUCTS. INC. SHALL NOT BE RESPONSIBLE ,OR ANY OEV IATI ON FROM THIS DESIGN; ANY FAILURE TO BUILD THEALPINETRUSSINCONFORMANCEWITHTPI; OR FABRICATING, ANDLING. SHIPPING, INSTALLING 6 BRACING Of TRUSSES. BC L L 0.0 P S F H C E N G J E C/ W P F DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE I 2004, CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/66 (W, K/H,S) GALV. STEEL. APPLY 111111 - - T 0 T. L D. 37.0 P S F S E Q N 42460PLATESi0EACHFACEOFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2. Walter P. Fuin7pineEngineeredProducts, Inc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNE% A3 OF TPI1-2002 GEC.3. A SEAL ON THIS 7 P'E' OUR . F A C . 1 . 2 5 FROM G S BI9S0MadeDTIVCDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENT Y DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE + 90 2283 9 Haines City, FL 33844 BUILDING DESIGNER PER ANSI/TPI I SEC. z. SPACING 2 4.0 " J REF - 1 S B 5 0 8 1 _Z 2 3FLCertificateofAuthorvationHS61 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFF t ILU04 - 14VJ4-11'40 / I1,5.5I5 ( UJ ) - A,5 ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 3X4 (A1) R=1164 U=434 W=4" 4X6 (R) /// 4 X 4 =- 5 4X4= 10-0 o-Il-s I I 4-4-0 I 30-0-0 Over 2 Supports 120 mph wind, 21.53 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind` BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 11-10-8 5-8-3 18-8-12 3X4 (Al) R=1164 U=434 W=4" 2 PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 OTY:1 HI/-/1/-/E/-/- Scale=.1875"/Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R 0 8 1-- 92160REFERTOBCSI1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, S83 D'ONDFRIO DR., SUITE 200. MAGI SON, WI 53119) AND WTCA (HOOD TRUSS COUNCIL OF AMERICA. 6301 ENTERPRISE.LN, _ MADISON. WI 537191 FOR SAFETY PRACTICES PRIOR TQ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T C D L 7. 0 P S F DATE 0 3/ 1 2/ 0 4TOPCHORDSNAILHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPRDPERtYATTACHED R IGIO CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR081 04072745 OR ANY THIALPINETRUSSCINCONFORMANCELWITHTPIRESPONSORLEABftICATINGEVHAN00INGDSHIPPS GE51N5TALLINGYBFBRACINGTOFBTRUSSSESE n/ ( B C L L O. O P S F H C- E N G J E C/ W P F DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE "®"4 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) AS TM A653 GRADE 40/60 (W. K/H,S) GALV. STEEL. APPLY I TOT . L D. 37.0 P S F S E Q N 42448PLATESTOEACHFACEOFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-2. [STaI}I• P. Finn, 1pine Engineered Products, Inc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TP11 2D02 SEC.3. A SEAL ON THIS YVV 1aLl T P.E. D U R . F A C . 1 .25 FROM G S B1950MBTICDnVeDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENT, - A TC• ^ ^ y DESIGN SHONN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF IHE 1V G yHainesCity, FL 33844 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. FL CeTtscate of Authorization 4 567 -- -- SPACING 2 4.0 " J R E F- 1 S B 5 0 81 _ Z 2 3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N :T4 2x4 SP 2400f-2.OE: But chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 3X4 (Al) = 1-0-0 4X4= W z-11-s 4-4-0 30-0-0 Over 2 Supports 120 mph wind, 21.53 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind( BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 3X4- 10-8 3X4(Al) 1-0-0 5-8-3 18-8-12 R=1164 U=433 W=4" R=1164 U=434 W-4" PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:1 (H`I 1 E -/- Scale=.1875"/Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R 0 8 1 92161 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 0'0N OF RIO DR., SUITE 200, MAOISON, WI 111111 AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, /` MAD[SON, WI S3T19I FOR SAFETY PRACTICES PRIOR TO PERFONMINO 1HESE FUNCTIONS. UNLESS OIHERNISE'INDICAiED. T C D L 7. 0 P S F DATE 0 3/ 1 2/ 0 4 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PR OPCRLY ATTACHED RIGID CEILING. BC DL 10.0 PSF DRW HCUSR081 04072756 IMPORTANT`* FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PNOUIICTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BDILO THE ^ aQ B C L L 0.0 P S F H C- E N G J E C/ W P F TRUSS IN CONFORMANCE WI IH TPI: OR FABRICATING. MAHOLING, SHIPPING. INSTALLING 6 BRACING OF TRUSSES. L DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE _ CONNECTOR PLATES ARE MADE OF 2O/18/16GA (W,H/5/K) ASTM A653 GRADE AO/60 (W. K/H,5) GALV. STEEL. APPLY `,, r TOT . L D. 3 7. 0 P S F S E Q N 42450 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z. y`Ta r L!, 1[Il P.E. ANV .INSPECTION OF PLATE S FOLLOWED BY 111 SMALL BE 1. ANNEX A3 Of TPil-2002 SEC.3. A SEAL ON THIS ' D U R . F A C . 1 . 2 5 FROM G S BpineEngineeredFToducts,II1C. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT NCI. 2283 91950MarleyDriveDESIGNSHOWN. TIIf SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE - HILL=Ciry,FL 33944 BUILDING DESIGNER PER ANSI/TPI I SEC. 2. --_ --•--- ---------- SPACING 24.0" JREF- 1SB5081_Z23 FL Certificate of Authorization N 567 7 1790D / nv ) - AC Y HIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N :T4 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4X4= 3X4(Al) 1-o-0 12-10-0 ,I_ 4-11-8 _1_ 4-4=0 30-0-0 Over 2 Supports R=1164 U=433 W=4" 120 mph wind, 21.53 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, windN BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 18-8-12 3X4 (Al) = 1-o-o 7-10-8 _ I PET TYP. Wave TPI Design Crit: TPI-1995 19.639 WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO SCSI 1-07 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 1.1 O'ONOFRID DR.. SUITE 200, MAD) SON, NI 53719) AND WTCA (HOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. HAD[SON. NI 637191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FU NCilONS. UNLESS OTHERWISE INOIGATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAI PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 5-8-3 R=1164 U=434 W=4" 0) OTY:1 HI/-/1 -/E/ - Scale=.1875"/Ft. TC LL 20.0 PSF REF R081-- 92162 TC DL 7.0 PSF DATE 03/12/04 RIGID CEILING. BC DL 10.0 PSF DRW HCUSR081 04072755 IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED / PRODUCTS. INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 BUILD THE Z O B C L L 0 0 P S F H C- E N G J E C/ W P FALPINERDSSINCONFORMANCEKITHTPI: 00. FAHRICA TING. HANOL ING, SIII PPING. INSTALLING 6 BRACING OF TRUSSES.2. DESIGN CONFORMS NITIi IN PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY Af aPA1 ANO TPI. ALP ENE 1 - CONNECTOR PLATES ARE MADE Of 20118/16GSA IS AS TM A653 GRADE CO/60 (W, X/H,S) GAL V. STEEL. APPLY - _- T O T. L D. 37.0 P S F S E Q N 42462 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 360A-Z,. Wa Ler I' ry.inn P E pine Engineered Products, InC. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI1-200T SEC.7. A SEAL ON THIS a P DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT' No. 22 83 9 O U R . F A C . 1.25 FROM G S B 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE - HainesCityjl, 33844 BUILDING DESIGNER PER ANSI/TPI I SEC. 2. _. .._...____._.. SPACING 2 4. 0" J REF - 1 S B 5 0 8 1_ Z 2 3 FL Certificate d Authornation k 567 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. CU,54 -- /CU.54-IN410 / 1/,5.5TS ( US J - AD ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4X4= 4X4= 120 mph wind, 21.12 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind' BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load 2X4111 E 5 4X6 (R) 111 5 4X4= T— 4-10-7 5 18-8-12 3X4= 5X8= 3X4= 3X4(Al) = 3X4(Al) 1-0-0 1-0-0 10-10-8 3-11-0 5-0-0 1 4-4-0 5-10-8 1 30-0-0 Over 2 Supports = R=1164 U=429 W=4" R=1164 U=429 W=4" PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:1 HI/-/l/-/E -/- Scale WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F R E F R 0 8 1 9216 3 REFERTOBCSI1.03 (BUILDING COMPONENT SAFE 1'Y INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB3 O' ONOFR IO DR., SUITE 200, MA0I SON, NI S3719) AND NTCA (MOOD TRUSS COUNCIL OF RUNLESS, THER ENTERPRISE LN. T C D L 7 Q P S F DATE 0 3 / 1 2 / 0 4 WADISON, WI 63119) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OT HERN CSC INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 10.0 PSF DRW HCUSR081 04072747 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE TRUSSCIn CONFORMANCELNIOH ePIRESPOxSORLFARRIFORCATIANYNG' HANDLING105HIPPING, NSTALLINGYAFBRACINGTOFBTRUp5SESE O ool B C L L 0. 0 P S F H C E N G J E C/ W P F DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE I 4 4 CONNECTOR PLATES ARE MADE OF 20/la/16GA (N,H/S/K) ASTM A651 GRADE <0/60 (N, K/H.S) DALY. STEEL. APPLY } _ - TOT . L D . 37 .0 P S F S E Q N 42464 PLATE$ TO EACH FACE OF TRUSS AND, UNLESS OTHERNISE LOCATED ON THIS OE SIGN, POSITION PER DRAWINGS 160A-2. Wa IP.I P. F I]iI, P.E. ZeEnneeredProducts, Inc. ANY INSPECTION OF PLATES FOLLONED BY (I) SHALL BE PER ANNEX A3 OF TPI1 2002 SE C. 3. ASEAT. ONTHIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT No. 22 93 9 D U R . F A C . 1 , 25 FROM G S B 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING I5 THE RESPONSIBILITY OF THE AV L J 7 Raines City, FI, 33944 BUILDING DESIGNER PER ANSI/TPI I SEC. 2. - SPACING 24.0 " J R E F- 1 S B 5 0 8 1 _Z 2 3 El Certificate of Authorization H 567 LUJ4 -- /LUJ11-114b ) 1/JJ is ( U,5 ) - AIU ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N :Tl, T2 2x4 SP 2400f-2.OE: Bat chord 2x4 SP #2 N :B2 2x4 SP #I. Dense: Webs 2x4 SP #3 :W2 2x4 SP ¢1_2 N: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at 31.00 BC From 20 PLF at 0.00 to 20 PLF at 30.00 TC 107 LB Conc. Load at 26.12 BC 599 LB Conc. Load at 25.73 BC 45 LB Conc. Load at 26.12 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. TRUSS MAY BE VISUALLY OBJECTIONABLE DUE TO TOP CHORD DEFLECTION. (1) KICKER OF SAME GRADE LUMBER AS TOP CHORD MAY BE ADDED, OR (1) 2X4X(CUT TO FIT) SCAB OF SAME GRADE LUMBER AS TOP CHORD, ATTACHED WITH 0.128 X 3.0 NAILS @ 2.0" O.C. MAY BE ADDED TO CORRECT DEFLECTION. 4 X 4 = 4 X 8 =_ px 3X4(Al) UAU= 120 mph wind, 20.71 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. bI w18 - 8 -12B22X4III 4X4= 3X8 (131) L -o-o 8-10-8 7-11-0 I 5-0-0 4-4-0 3-10-8 30-0-0 Over 2 Supports _J R=1264 U=488 W=4" R=1816 U=728 W=4" 1 4-0-7 1 PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:1 HI 1/ E - Scale=.1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. TC L L 20.0 P S F R E F R 0 8 1 92164REFERTOSCSI1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 I NOF RIO OR., SUITE 200. "ADISON, ul 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, G100 ENTERPRISE LN. MAO ISON, W1 53T19) FOR 5AFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS- UNLESS OiHERWI SE INDICATED, T C O L 7.0 P S F D A T E 0 3 / 1 2 / 0 4 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY IT RIGID CEILING. I BC DL 10.0 PSF DRW HCUSR081 oao727sz IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED /` ALPINE PRODUCTS. INC. SHALL NOT OE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE BC L L 0.0 P S F H C- E N G J W C M M A TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING..iNSTALLIN. & BRACING OF TRUSSES. 2 2004 / DESIGN CONFORnS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE \ ' TOT . L D . 3 7 .0 P S F S E Q N 21239CONNECTORPLATESAREMADEOF20/IB/IGGA (H,H/S/N) ASTM AG53 GRADE <O/G0 (W, R/N,S) GAL V. STE(L. APPLY PLATES IO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS IGOA-z. Wal er.P. Tirm,'.P.E. ZincEn neered Products, IIIC. ANYINSPECTIONOF PLATESFOLLOWED BY 11) SHALL OE PERANNEX A3 OF TPI1-1001 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT O U R F AC. 1.25 F R O M G S B 1950 Marley Drive DESIGN SHOWN. 111E SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THENQ_. ?283 g Haines City, FL 33544 BUILDING DESIGNER PER AN 1 SEC. 2. FLCeIlkateofAuthorvation9561 -' - ----- SPACING SEE ABOVE JREF- 1SB5081_Z23 72034 -- 72034-N48 / 1733B ( 03 ) - P2G 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N J2, T3 2x6 SP #2 N: Bot chord 2x6 SP #2 N :132 2x6 SP 2400f-2.OE: Webs 2x4 SP #k3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 3X8 (Al) 1-0-0 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 pst. A 1 hip supports 4-6-0 jacks with no webs. Deflection meets L/360 live and L/240 total load. 5X14= 3X4= 8X8— 3X4= 5X14= 2X4III HS816= 3X8= HS816= ZX4III 4-6-0 1_ 21-0-0 c 30-0-0 Over 2 Supports R=1710 U=502 W=8" PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI-1995(STD) 19.639 WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO ICST I-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 6B3 D'ONOFRI. OR.. SUITE 200. MADI50N, WI 53'19J AND IT CA (W000 TRU55 COUNCIL OF AMERICA, 6300 ENTERPRISE IN, MADISON, WI 53719) FOR SAFE TV PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS O1'N ERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 9-4-0 3X8(A1) 1-0-0 4-6-0 1 R=1710 U=502 W=8" QTY:1 HI/-/1/-/E/-/- Scale TC LL 20.0 PSF REF R081-- 92165 TC DL 7.0 PSF DATE 03/12/04 RIGID CEILING. BC DL 10.0 PSF DRW HcusRoal 04072780 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED AL P I NE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE 2004BC L L 0.0 P S F H C- E N G J W C/ W P F TRU55 IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 6 BRACING OF TRUSSES. DESIGN CONFORMS WIT' APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AIIIA) AND TPI. ALPINE 1 T O T L D 37.0 P S F SE ON- 2 1 4 3 0CONNECTORPLATESAREMADEOF20/]e/16GA (W,H/S/K) AS TM A6S3 GRADE 40/60 (W, K/H,Sj GALv. STEEL- APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWING5 160A-z. Walter . F1T1I1 P.E. pine Engineered Products, Inc. ANY INSPECTION OF PLATES FOLLOWED NY III SHALL OE PER ANNEX A3 OF TPIL 2002 SEC. 3. A SEAL ON THIS > 1950 Marley Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT - No. 22g7.9_ D U R . F A C . 1 .25 FROM G S B DESIGN SN OWN. THE SuI TAB III TV AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haines City, FL 33944 BUILDING DESIGNER PER ANSI/TPI I SEC. 2. --- - --- --- SPACING SEE ABOVE JREF- 1SB5081_Z23 FL Certificate of Authorization # 567 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. t /LU04 -- 7LUJ4-IN40 / 1/3J0 1 US ) - L51 ) Top chord 2x4 SP #1 Dense :T2, T4 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. TRUSS MAY BE VISUALLY OBJECTIONABLE DUE TO TOP CHORD DEFLECTION. (1) KICKER OF SAME GRADE LUMBER AS TOP CHORD MAY BE ADDED, OR (1) 2X4X(CUT TO FIT) SCAB OF SAME GRADE LUMBER AS TOP CHORD, ATTACHED WITH 0.128 X 3.0 NAILS @ 2.0" O.C. MAY BE ADDED TO CORRECT DEFLECTION. 4X4= 3 5 120 mph wind, 20.80 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L1240 total load. 3X4= 5X5= 2X4111 6x4(A1) 3X4(Al) 1-0-0 e R=1007 U=415 W=4" PLT TYP. Wave TPI ALPINE pine Engineered Products, Inc. 1950 Marley Drive Haines City, FL 338" FL Certificate of Authorization N 567 4-0- 1 - 7-0-0 5-8-0 Over 2 Supports Design Crit: TPI-1995 19.639 7-0-0 R=946 U=381 OTY:1 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO 'CST 1-03 (BUILOT NG COMPONENT SAFETY INFORMATION), PUBLISHED 8Y TPI (TRUSS PLATE INSTITUTE, 583 D' ONOFRIO OR., SUITE 200, MADIS0 - WI "'I I) AND HTCA (W 000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLES5 OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN I'0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OE SIGN; ANY FAILURE TO BU ILO THE Luo TRUSS INCONFORMANCEWITHTPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE ,l CONNECTOR PLATES ARE MA Of OF 20/18/16GA (W,H/S/%) ASTN A663 GRADE 40/60 IN. R/H,5) GALV_ STEEL. APPLY ` PLATES TD EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED DN THIS BE SIGN. POSITION PER DRAWINGS 160A-Z. Walter P. Finn, P.E. ANY INSPECTIONOFPLATESFOLLOWEDBY (i) SHALL BE PER ANNEX A3 OF TP11-2002 SE C. 3. A SEAL ON TH15 - Finn, DRAWING INDICATES ACCEPTANCE OE PROFESSIONAL ENGINEERING flESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT - NO. 22839 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RE SPONSIB[LITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. -. ... _..... 18-8- 12 HI/-/l/-/ E/-/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24. 0" a Scale=. 25"/ Ft. REF RO81-- 92166 DATE 03/ 12/04 DR W HCUSR081 04072753 HC-ENG JWC/MMA SEQN- 42468 FROM GSB JREF- 1SB5081_ Z23 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. t /CUJ4 -- /4U,54-1140 ) 1/.S.Sb ( U.J ) - Li LLB ) Top chord 2x4 SP #2 N :T1 2x4 SP 2400f-2.OE: 120 mph wind, 20.80 ft mean hgt, ASCE 7-98, CLOSED bldg, not located Bet chord 2x4 SP #1 Dense :B2 2x4 SP 2400f-2.OE: within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind Webs 2x4 SP #3 BC DL=5.0 psf. SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at 25.67 BC From 20 PLF at 0.00 to 20 PLF at 25.67 TC 308 LB Conc. Load at 20.67 BC 483 LB Conc. Load at 16.73, 18.73 BC 132 LB Conc. Load at 20.67 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. TRUSS MAY BE VISUALLY OBJECTIONABLE DUE TO TOP CHORD DEFLECTION. (1) KICKER OF SAME GRADE LUMBER AS TOP CHORD MAY BE ADDED, OR (1) 2X4X(CUT TO FIT) SCAB OF SAME GRADE LUMBER AS TOP CHORD, ATTACHED WITH 0.128 X 3.0 NAILS @ 2.0" O.C. MAY BE ADDED TO CORRECT DEFLECTION. 4X4= A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. 3 hL3= HS412= 4X4= Cx4111 4X4 (A2) = 3X8 (B1) 9-4-0 _1_ 4-4-0 _1_ 7-0-0 25-8-0 Over 2 Suppor,ts 5-0-0 18-8-12 R=1382 U=675 W=4" R=1976 U=1048 W=8" i PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI-1995 19.639 OTY:1 HMI/-/1/ E/ - Scale=.25"/Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P J F R E F R 0 8 1 92167REFERTOSCSIi-03 (BUILDING COMPONENT SAFETY INFORMATION), PDNLISHED BY I'PI (TRUSS PLATE INSTITUTE. SB3O'ONOFRIO DR., SUITE 200, MADISON, WI 53719) INFORMATION,; WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, ' 7MA°]SON. NI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TIC D L 7. O P S F DATE 0 3/ 1 2/ 0 4T0PCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED . BC DL 10.0 PSF DRW HCUSR081 04072751 PRODU NOT M THISALPINETRUSSSC11CONFORMANCELWITHBEPIRESPONSIBLEFANRICATINGDEVIATIONHANDLINGROSHIPPINGESINSTALLINGANYIFAILURENGTOFBUILD SSE1_ } 2FIT1 BC LL 0/ . 0 P S F H C- E N G J W C/ M M A DESIGN CON FORM$ WITH APPLICABLE PROVISIONS OF ND$ (NATIONAL DESIGN SPEC. BY AFaPA) AND TPI. ALPINEI w LUUUU T O T L D 3/ O P S F S E Q N 21232 CONNECTOR PLATES ARE MADEOF20/18/16GA (W,H/S/K) AS TM A653 GRADE 10160 (W, K/H,S) GALV, ITEEI.. APPLY PLATES I'0 EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z. fl r P. Finn, P.E. 7pineEngineered Products, Inc. ANYINSPECTIONOFPLATESFOLLOWEDBY (I) SHALL BE PER ANNEX A3 DF TPI1-2002 SEC.3- A SEAL ON THI6 D U R . F A C . 1 .2 5 FROM G S B 9i0 Marley Drive DRAWING .INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS GOMPDNENT No. 2283 9 ETHNICS M FL sysaa DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE FLCenificateofAuthorizationIt561 BUILDING DESIGNER PER ANSI7TPI 1 $E . Z. SPACING SEE ABOVE JREF- 1SB5081_Z23 LU34 -- /LU64-N"Id / I/3.5t5 ( US ) - C5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP $1 Dense :T2 2x4 SP 2400f-2.OE: Bet chord 2x4 SP #1 Dense Webs 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at 18.67 BC From 20 PLF at 0.00 to 20 PLF at 18.67 BC 358 LB Conc. Load at 16.73 TRUSS MAY BE VISUALLY OBJECTIONABLE DUE TO TOP CHORD DEFLECTION. (1) KICKER OF SAME GRADE LUMBER AS TOP CHORD MAY BE ADDED, OR (1) 2X4X(CUT TO FIT) SCAB OF SAME GRADE LUMBER AS TOP CHORD, ATTACHED WITH 0.128 X 3.0 NAILS @ 2.0" O.C. MAY BE ADDED TO CORRECT DEFLECTION. 1-0-0 9-4-0 120 mph wind, 20.80 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL-5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. 4X4= 18-8-0 Over 2 Supports 9-4-0 18-8-12 R=782 U=406 W=4" R=1011 U=498 PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:1 HI/-/1-/E/-/- Scale=.375"/Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING- T C L L 2 0.0 P S F R E F R 0 8 1 92168REfERt0BCSI1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'DN OFRIO DR., SUITE 200, MADISOH, Wf 53719I AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 FNTERPRI5E LN, (` MA DI SO N. WI 53719) FOR SAFETY PRACTICES PRIOR TO PER THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T C D L 7.0 P S F DATE 0 3 / 1 2 / 0 4TOPCHORDSHALLHAVEPROPERLYATTACHEOSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHED RIGID CEILING. BC DL 10.0 PSF DRW HCUSR081 04072743 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIG„; ANY FAILURE TO BUILD THE ^ B C L L 0.0 P S F H C- E N G J W C/ M M AIND$5 IN CONFORMANCE WITH TP1; OR FABRICATING, HANOLTNG, SHIPPING, INSTALLING & BRACING OF TRUSSES. ( cDESIGNCONFORMSWITHAPPLICABLEPROVISIONSOFNUS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARC MADE OF 20/18/16GA (W,H/S/KI AS TM A653 GRADE aO/60 (W, K/H,S) GALV. STEEL. APPLY ` - j TOT . L D . 37 .0 P S F S E Q N 21185PLATESTOEACHFACEOFTRUSSAND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ` alter_. Firm, P Ei7pineEngineeredProducts, Inc. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL 8E PER ANNEX A3 OF TP11-1o02 SEC.3. A SEAL ON THIS D U R . F A C . 1 .25 FROM G S B1950MarleyDriveDRAWINGTNDICAPESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETgUSsCOMPONENTNo. 2283 yyDESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haines City, utho 37844 BUILDING of SIGNER PER ANSI/TPI T SE G. 2. SPACING SEE ABOVE JREF- 1SB5081_Z23FLertlficateofAuthorization9567 - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. CU-34 -- /LU54-N 4 i5 / 1/.S Sb ( U.S ) - I.,b ) Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. TRUSS MAY BE VISUALLY OBJECTIONABLE DUE TO TOP CHORD DEFLECTION. (1) KICKER OF SAME GRADE LUMBER AS TOP CHORD MAY BE ADDED, OR (1) 2X4X(CUT TO FIT) SCAB OF SAME GRADE LUMBER AS TOP CHORD, ATTACHED WITH 0.128 X 3.0 NAILS @ 2.0" O.C. MAY BE ADDED TO CORRECT DEFLECTION. 120 mph wind, 20.80 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L1240 total load. 4X4= 5 5 F T2 3X4 4-2-11 T 1 2-1 18-8-12 3X4= 2X4111 2X4(Al) 9-4-0 R=684 U=337 W=4" 16-8-0 Over 2 Supports PLT TYP. Wave TPI Design Crit: TPI-1995 17.3s WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. DEFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INF ORMATrONI, PUBLISHED BY TPI (TRUSS PLATE INGT ITUiE, 583 D'ON0FRIO DR., SUITE 200, MAD ISON, WI 53719) AND WT CA (WOOD TRUGS COUNCIL OF AM RICA. 63D0 ENTERPRISE LN, MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT TAC HLO STRUCTURAL PANELS AND BOTTOM CHORD SHALL NAVE A PROPERLY ATTAC HEO RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE RU SSCIN CONFORMANCELWITH TPINOT11RESPOx60RLFA80.I'ONCATINGEAllVIAII.NIIA NDL[NGR05HIPPINGCSINSTALLINGYBFBRACINGAILURE TOFBTRUSSESUILD E DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MACE OF 20/18/16GA (W,H/S/N) ASTM A653 GRADE I%160 (W, K/H.S) GALV. STEEL. APPLY PLATES TO EA C11 FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS OE SIGN, POSITION PER DRAWINGS 160A Z. pint Engmeled Products, Inc. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TP I1-2002 SEC.'. A SEAL ON THIS 950 Marley Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIB1LL TY SOLELY FOR THE TRUSS COMPONENT Names Cl FL 3ve DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RES PDNS I D I LI I OF IHE ry, BUILDING DESIGNER PERANSI/TPI 1 SEC. 2. FL Certificate of Authorization H 567 7-4- 0 R=603 U=288 QTY:I 2 2004 Walter P. Finn, P.E. No. 22839 HI/-/1/-/ E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24. 0" Scale=.375"/ Ft. REF RO81-- 92169 DATE 03/ 12/04 DR W HCUSR081 04072754 HC-ENG JWC/MMA SEON-. 21170 FROM GSB JREF- 1SB5081 Z23 72034 -- 72034-N48 / 1733B ( 03 ) - C4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. R=747 U=369 W=4" 120 mph wind, 20.52 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 4X4= 4X6= 2-8-0 18-8-0 Over 2 Supports PLT TYP. Wave TPI Design Crit: TPI-199.5 19.639 QTY:1 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D-ON0F RI0 OR., SUITE 200, MA OISO N, HI 53119) AN0 WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN, MADISON, WI 53719) FOR SAf FTY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTA CITE STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE P0.ODUCTS, INC. SHALL NOi BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE ZOO4TRUSSINCOHFO0.MA NCE WITH TPI: 00. FABRICATING, HANDLING, SHIPPING. INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND (NATIONAL DESIGN SPEC, 8Y AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 IN. K/H.S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA,Z. `],jd i.- 717pptneEnggineeredRoducts, Inc. ANY INSPECTION OF PLATES FDLI. OWED OY (i) SHALI. BE PER gNNEX A3 OF iPl]-2 G02 SE C.3 A SEAL ON TI115 1950 Marley Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS IN A TO' AT^ Q].( DESIGN SHOWN. THE SOI TAB IL ITY AND USE OF THIS COMPONENT FOR ANY BUILDING I5 THE RESPONSIBILITY OF THE 1V LL'JJ i Haines City, FL 338Y4 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. FL Certificate of Authorization N 567 — R=688 U=327 W=8" HI/-/1/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.O PSF DURJAC. 1.25 SPACING 24.0° 18-8-12 or 9-4-0 Scale=.375"/Ft. REF R081-- 92170 DATE 03/12/04 DR W HCUSR081 04072774 HC-ENG JWC/MMA SEQN- 9166 FROM GSB JREF- 1SB5081_Z23 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LVJ4 -- /CU34-IAL[o Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 1/,5Jt5 ( U.5 ) - (_J ) A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4X4= 120 mph wind, 20.11 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 4X6= 2X4 (Al) _ 2X4 (Al) _ 6-0-0 _I_ 6-8-0 18-8-0 Over 2 Supports - 1 e 18-8-12 or 9-4-0 R=745 U=369 W=4" R=745 U=369 W=8" a3 PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:1 HI/-/1 E -/ Scale 3125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMAT10N1, PUBLISHED BY TPI (THUS5 PLATE INSTITUTE, 583 T C L L 20 0 P S F R E F R 0 8 1 92171 D'ONOFR IO DR., SUITE 200, MA DI SO N, WI S3719) AND WTCA (WOOD TRUSS COUNCIL OF AMIR ICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T C D L 7. 0 P S F DATE 0 3/ 12104TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPRoIERLYATTACHED R IG10 CEILING. DRW HCUSRoar 04072773BCDL10.0 PSF IMPORTANT** FURNISHA COPY OF THIS DESIGN TO THE INSTALLATION AI.PI Nf. ENGINEERED H C E N G J W C/ M M AALPINETHISCONTRACTOR. TRUPRIOSSCIN CONFORMANCELWITH OPIRESPONSORLFABRICATING. HANDITING.OSHIPPTNG,S NSiALLINGAN, 6FENACINGTOFBTRUSST i 2B C L L O. 0 P S F DESIGN CORE 0RM5 WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 201111111A (W."1111I AST" A653 GRADE 11111 11. 11H,5) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUS5 AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS IGUA-Z. 004 T y,Ta ter- P. l 4inE' TOT . L D . 37 . 0 P S F SE ON 9 163 pine Engineered Products, Inc. 1950 Marley Drive Haines City, FL 33844 FL Certificate of Authorization 0 567 ANY INSPECTION OF PLATES FOLLOWED BY ( SHALL BE PER ANNEX A3 OF TPIIS2002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT 100. ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. r. Y^ p ( ' NO. 22 83 9 L_ -- D U R . F A C . 1 . 25 FROM G S B SPACING 2 4.0 " J R E F 1 S B 5 0 81 _ Z 2 3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. t / L V 3' F -- / L U -)'I - IN V O / 1/ 3 3 0 ( U,5 f - U 0 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 2X4(Al ) 120 mph wind, 10.30 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 4X6= 2X4111 4X6= 5 5 9-4-0 2X4 III 3X8= 2X4111 2X4(Al) L-o-o 1-0-0 L. 4-0-0 _1_ 10-8-0 1 4-0-0 18-8-0 Over 2 Supports R=745 U=233 W=8" R=745 U=233 W=8" PLT TYP. Wave TPI Design Crit: TPI-199.5 19.639 QTY:1 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY -INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'ON0F RI0 DR.. SUITE 200. MADISIN, WI 61111) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA- III, EN T E R PR, E LN, MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANT DEVIATION FROM TII[5 DESIGN; ANY FAILURE TO BUILD THE® OdiRUSSINCONFORMANCEUITHTPI: O0. FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUS SES. 4;/tDESIGNCONFORMSWITHAPPLICABLEPROVISIONSOFNOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE I CONN ECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 90/60 (W. K/H,S) GAL V. STEEI. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16GA-Z. - Wa4ter-P. Finn, P.E. 7pineEngUreered Products, Inc. ANY INSPECTION OF PLATES FOLLOWED BY (,) SHALL BE PER ANNEX A3 OF TPI1-2002 SE L. 3. A SEAL ON THIS Fin 1950 Marley Drive DRAWING INDICATES .ACCEPTANCE OF By ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT NO. 22 O.7 llDESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THEHainesCity, FL 33844 BUILDING DESIGNER PER ANSI/TPI I SEC. 2. FL Certificate of Authorization N 567 HI/-/l/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.011 Scale=.3125"/Ft. REF R081-- 92172 DATE 03/12/04 D R W HCUSR081 04072778 HC-ENG JWC/MMA SEQN- 9158 FROM GSB JREF- 1SB5081_Z23 72034 -- 72034-N48 / 1733B ( 03 ) - C2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N :T3 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4X4= j 5 4 X 6 (R) 111 120 mph wind, 20.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L1240 total load. 18-8-12 or 9-4-0 2X4 (A1) = 2X4 (Al) 1 o-0 1-6-0 5-6-0 _I, _I_ 7-8-0 ,I_ 4-0-0 _I 18-8-0 Over 2 Supports R=745 U=367 W=4" R=745 U=369 W=4" PLT TYP. Wave TPI Design Crit: TPI-199.5 19.639 QTY-1 HMI/ 1/-/E/-/- Scale=.3125"/Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SH/RIPING, INSTALLING AND BRACING. T C L L 20.0 P S F REF R 0 8 1 92173REFERTOSCSI1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583- 0'ONOFRIO OR-, SUITE 200, MADISON. W1 53719) AND WTCA (W000 TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE LN, MAOISON, W1 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T C D L 7 .0 P S F DATE 0 3 / 1 2 / 0 4TOPCHORDSUALLNAVEPROPERLYATTACHED5TRUCTURALPANELSANDBOTTOMCHORDSHALLNAVEAPROPERLYATTACHED RIGID CEILING. - BC DL 10.0 PSF DRW Hcusa081 04072771 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THTS DESIGN: ANY FAILURE TO BUILD THE ZO(l ALPINE TRU55 IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING 6 BRACING OF TA US5E5. B C L L 0. 0 P S F H C E N G J W C/ M M A DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N05 (NATIONAL DESIGN SPEC, BY AFBPA) AND rPl. ALPINE ( T 0 T. L D. 37 . 0 P S F S E Q N- 9168CONNECTORPLATESAREMADEOF20/18116GA (W.H/S/K) ASTM A653 GRADE 40/50 (W, K/H.S) GALV. STEEL. APPLY J' PLATES TD EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER ORAWINGS 16CA-Z. yy 'a r P. Finn; P.E. pine Engineered Products, Inc. ANY INSPFITIDN OF PLATES FOLLOWED BY (,) SMALL BE PER ANNEY A3 OF TPI 1-2002 SEC J. A SEAL ON THIS D U R . F A C . 1 . 25 FROM G S B 1950 Marley Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL BE RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT A' !11 RyDESIGN51fOWN. THE SUITABILITY AND USE OF THIS COMPONENT f00. ANY BUILDING IS THE RESPONSIBILITY OF THE Nc. 2'283 9, Haines City,FL 33544 BUILDING DESIGNER PER ANSI/rPI I SEE. 2. --- -- SPACING 24.0" JREF- 1SB5081_Z23FLCertificateofAuthorization9567 72034 -- 72034-N48 / 1733B ( 03 ) - C1G ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at 19.67 BC From 20 PLF at 0.00 to 20 PLF at 18.67 TC 43 LB Conc. Load at 11.06 TC 23 LB Conc. Load at 12.60, 14.60 TC 34 LB Conc. Load at 16.67 BC 18 LB Conc. Load at 11.06 BC 14 LB Conc. Load at 12.60, 14.60 BC 53 LB Conc. Load at 16.60 2X4 (Al) = 4X4= 5-6-0 I- 3-6-0 R=797 U=420 W=4" 120 mph wind, 20.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind' BC DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. 7-8-0 3X4 (Al) = 2-0-0 18-8-0 Over 2 Supports R=914 U=500 W=4" PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:1 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1-03 (OUILDI NO COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 ' D'0NOFR IO DR., SUITE 200, MAD ISO N, WI 537191 AND WTCA (WOOD TRUSS COUNCIL OF AME RIC A, 6301 ENTERPRISE LN. MADI SON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PE Rf ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. LOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. jjj 11 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 8UILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. IIA NOI.I NG, SHIPPING, INSTALLING 8 BRACING OF TRUSSES./IAI DESIGN CONFORMS NI TH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AN0 TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/I6GA (H,H/G/K) ASTM A653 GRADE G0/60 ON. K/H, S) CAL STEEL. APPLY PLATES TO EACH FACE OF IN 'SS AND, UNLESS OTHERWISE LOCATED ON THIS OFS21GN. POSITION PER DRAWINGS 160A-Z. Wajte1. l.'''ill:Tl P.E, pine Engineered Products, Inc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TP ,II 2002 SE C.3. A SEAL ON THIS It r F , L'i 1950 Marley Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT N. 7 2O DESIGN SHOWN. THE SUIIABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 1V O 9 - HamesCity,FL 33844 BUILDING DESIGNER PE0. ANSI/TPI I SEC. 2. FL Certificate of Authorization # 567 - 18-8-12 or 9-4-0 HI/-/1/-/E/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING SEE ABOVE S) Scale=.3125"/Ft. REF R081-- 92174 DATE 03/12/04 DR W HCUSR081 04072772 HC-ENG JWC/MMA SEON- 9180 FROM GSB JREF- 1SB5081_Z23 79F14d -- 790'IA-HAA / 17'i4R r n4 1 - C7C 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. I 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. 1 hip supports 2-0-0 jacks with no webs. Deflection meets L/360 live and L1240 total load. 5X8= 2X4111 3X4= 5X8= 9-4-0 2X4 (Al) = 2X4111 2X4 (Al) 2-0-0. 1 _ 14-8-0 ,1,2-0-0 18-8-0 Over 2 Supports R=745 U=324 W=8" R=745 U=324 W=8" a PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:1 HI/-/1/-/E/-/- Scale=.3125"/Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. T C L L 2 00 P S F R E F R 0 8 1 92175REFERTOBCSI1-OJ (OUILDING COMPONENT SAFLTY INFORMATION), PUOL I SIZED BY TPI (TRUSS PLATE INSTITUTE, SBJ D'ON0FRI0 DR., SUITE 200. MAUL SON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AME IIICA, 6J00 ENTERPRISE LN, MADI 5ON. WI 53719) TOR SAFETY PRACT I CE5 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T C D L 7. 0 P S F DATE 0 3/ 1 2/ 0 4 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 10.0 PSF DRW HCUSR081 04072779 IMPORTANT** FURNISH A COPY OF TH15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED / ALPINE PRODUCTS. INC. SIIALL NOT BE RESPONSIBLE FOR ANY OENIATION FROM THIS DESIGN; ANY FAILURE TO BU1L0 THE n ^oo B L L 0. O P S F H C- E N G J W C/ M M ATRU55INCONFORMANCEWITHTPIRORFABRICATING. ILA HOLING, SIIIYPING, INSTALLING 8 aRACING Of TRUSSES. 4 L DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE TOT . L D . 3 7 .0 P S F S E Q N 9156CONNECTORPLATESAREMADEOF20/1R/16GA (W,H/S/K) ASTM A653 GRADE 40160 (W. K/H.S) GALY. STEEL. APPLY ` 7PLATESTOEACHFACEOFTRUS5AHO. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PEP DRANINGS 160A-Z. Walter P. F%IIn7 P.E. 7pi.neEng' eered Products,II1C. ANY INSPECTION OF PLATES FOLLOWED BY (i1 SHALL OE PER ANNEX A3 OF TPII-2002 SEL.J. A SEAL ON THIS 7^_J ))( D U R . F A C . 1 . 2 5 FROM G S B 1950 Marl Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL. ENGINEERING RE5PON SIOIL I TY SOLELY FOR THE TRUSS COMPONENT NO. GL OJ 9XYDESIGNSIIOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF I'HE Haines City, FL 33944 BUILDING DESIGNER PER ANSI/TPI I SEC_ 2. SPACING S E E ABOVE J R E F- 1 S B 5 0 8 1 _Z 2 3FLCertificateofAuthorizationp567 72034 -- 72034-N48 / 1733B ( 03 ) - OGE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear. walls must provide continuous lateral restraint to the gable end All connections to be designed by the building designer. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4 X 4 = 2X4III 120 mph wind, 20.00 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT I1, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Refer to drawing HCUSR081 01306241 & 01306184 for stud verticals and bracing details. Gable end has been designed to transfer all horizontal wind loads into the roof and ceiling diaphragms. Connection and design of these systems are the responsibility of the building designer. Deflection meets L/360 live and L1240 total load. 18-8-12 LR4 (H1) _ 5-6-0 _I_ 5-6-0 _I 11-0-0 Over Continuous Support R=79 PLF U=38 PLF W=11-0-0 PLT TYP. Wave TPI Design Crit: TPI-199.5 19.639 OTY:1 HI/-/l/-/E/-/- Scale=.375"/Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFERTO S T C L L 2 0.0 P S F R E F R 0 8 1 92176SCI1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBL15HE0 BY TPI (TRUSS PLATE INSTITUTE. SBJ G.ON OFRIO DR.. SUITE 200, MALISON. WI 537IS, AND WTCA (W000 TRUSS COUNCIL OF AM'PICA, 6300 ENTERPRISE LN, MADISON, HI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T C D L 7 . 0 P S F DATE 0 3 / 12104TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHED RIGID CEILING. IMPORTANT** FURNISH q COPY OF THIS DESIGN i0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW IICUSR081 04072770 ALPINE PRODUCTS. INC. SHALL NOT BE HESPONSIBLE f0R ANY GEv1AT10N FROM THIS OE SIGN: ANY FAILURE TO BUILD THE 20U4 B C L L 0. 0 P S F H C- E N G J W C/ M M AiRD65INCONFORMANCEW1, 11 TP 1: OR FABRICATING. HANDLING. SHIPPING, INSTALLING A B0.AC in Of TRII SSE S. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFIPA) AND TPI. ALPINE .I CONNE CID, PLATES ARE MA OE OF 20/1B/1GGA (W.H/S/KI AS TM AG 53 GRADE 40/60 (W, K/H,S) GALV. srEEL. APPLYOP TOT. L D . 37 .0 P S F S E 0 N 9182 PLATES TO EACH FACE OF TRUS5 AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS I60A-z. Walter P. Finn, P.E. 7pineEngineered PrOdUCIS,tI1C. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TP11 2002 SEC.3. A SEAT. ON THIS D U R . F A C . 1 .25 FROM G S B1950MarleyDriveDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTNo. 22839 iiB95G M FL rive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE City, BUILDING DESIGNER PER ANSI/TPI I SEC. 2. - '_:,:. _- _. SPACING 240° JREF- 1SB5081_Z23FLCertificateofAuthorizationN567 72034 -- 72034-N48 / 1733B ( 03 ) - MG1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at 0.00 to 54 PLF at 5.00 BC From 20 PLF at 0.00 to 20 PLF at 5.00 BC 1011 LB Conc. Load at 1.73 2X4111 2X4 (Al) = loll# n 0 120 mph wind, 20.11 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. A rigid ceiling or continu'ous`;lateral bracing at 24" O.C. Must be properly attached to the bo!,-t6oi chord. Deflection meets L/360 live and L/240 total load. T 2-5-1 5-0-0 Over 2 Supports R=899 U=443 W=8" R=482 U=238 a PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:1 HMI/ 1/-/E/ - Scale=.375" WARNING** TRUSSES REQUIRE. EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R 0 8 1 92177REFERTOBCSI1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5930-0NOFRIO DR., SUITE 200, MADISO N, W( 53719) INFORMATION), WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. MADISON, H[ 53719) FOR SAFETY PNACTICES PR100. TO PERFORMING THESE FUNCii0NS. UNLE55 OTHERWISE INDICATED, T C D L 7.0 P S F DATE 0 3 / 1 2 / 0 470PCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR081 04072763 ANY_ A /` ALPINE TRUOSSCIN CONFORMANCELWION HEPIRESPONSORLFABRIICATINGEVHANDLOINGP05HIPPINGE5IN51'ALLINGY&FBRACINGTOFBTRUSSESE ?f 1! B L L 0.0 P S F H C E N G J E C/ W P F DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPEC, OY AFdPA) AND TPI. ALPINE Rr LUU4 CONNECTOR PLATES ARE MADE OF 20/1B/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H,S) GALY. STEEL- APPLY . F P. T 0 T. L D. 37.0 P S F S E Q N 21191PLATESTOEACHFACEOFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PE0. DRAWINGS 160A-1- WE LEir L". Ii]rl7pineEngineeredProducts, Inc. ANY INSPECTION OF PLATES FOLLOWED RY (1) SHALL BE PER ANNEX A3 OF TPII 2002 5EC.3. A SEAL ON PHIS , P.E. D U R . F A C . 1 . 2 5 FROM G S B1950MarleyDriveORAWINGINDICATESACCEPIANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTTRyDESIGNSHOWN. THE SOITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 1`10' 2283 9 Haines City, FL 33944 BUILDING DESIGNER PER AN5(,TPI I SEC. 2. SPACING S E E ABOVE J REF - 1 S B 5 0 8 1 _Z 2 3FLCertificateofAuthonTation # 567 "' 72034 -- 72034-1148 / 1733B ( 03 1 - MG2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Webs 2x4 SP #3 0 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at 0.00 to 54 PLF at 3.88 BC From 20 PLF at 0.00 to 20 PLF at 3.88 BC 946 LB Conc. Load at 2.06 3 2 X 4 III 5 T 1 -11 -7 18-8-12 2X4III 2X4(Al) = 947# 120 mph wind, 19.87 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 F psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 3-10-8 Over 2 Supports_I E R=634 U=312 W-4" R=599 U=295 PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 OTY:1 HI-/l/-/E/-/- Scale=.37511/Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING - REFER C L L 20.0 P S F R E F R 0 8 1 92178REFERFO8CSI1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $83 D'ONor RIO DR.. SUITE 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, MADI$DH, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTI UN 5. UNLESS OTHERWISE IN DICATLED. TC D L 7 .0 P S F DATE 0 3 / 1 2 / 0 4 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRBCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 10.0 PSF DRW HCUSR081 04072758 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS. INC. SHALL NOT RE RESPON5IBLF. FOR ANY DEVIATION F0.0M THIS DESIGN: ANY FAILURE TO BUILD THE B C L L 0 . 0 P S F H C F N G J E C/ W P FTRUSSINCONFORMANCEWITHTPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING 6 BRACING OF TRu55E 5. ZI]fl OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE I L UU TOT. L D 3 7 O P S F S E 0 N 21236CONNECTORVLATESAREMADEOF20/18/16GA (W,H/S/N] ASTM A653 GRADE AO/60 (W, N/H,5) GAL V. STEEL. APPLY 7 7' PLATES TO EACH FACE OF TRBSS AND, UNLESS OTHERWISE LOCATED ON THIS BE SIGN. POSITION PER OARWENGS 160A-Z. alter P. Finn, P.E. 7pineEngineered Products, Inc. ANY INSPECTION OF PLATES FOLLOWED BY (1) 511ALL BE PER AN NE% A3 Oi TPII-2002 SEC.3. A IS AI ON THIS D U R . F A C . 1 .25 FROM G S B 1950 Marley Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEA No. 2283 9 Rain" FL Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE City, BUILDING DESIGNER PER ANSI/TPI I SEC. 2. :--.:.... SPACING SEE ABOVE JREF- 1SB5081_Z23FLCertificateofAuthorization4567 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LU34 -- /LU34-I140 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 1 /33[3 t U3 ) - M1 ) A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. i- 2X4111 0-3-8 9-4-0 2X4 (Al) = 2X4111 4-11-4 Over 2 Supports R=255 U=180 W=3" R=164 U=180 W=7.25" IPLT TYP. Wave TPI ALPINE pine Engineered Products, Inc. 1950 Marley Drive Haines City, FL 33844 FL Certificate of Authorization k 567 m 0 120 mph wind, 10.36 ft mean hgt, ASCE 7-98, CLOSED bldg, Located r anywhere in roof, CAT I1, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf . Deflection meets L/360 live and L/240 total load. Design Crit: TPI-1995 19.639 CITY :3 HI/-/1 E/-/- Scale=.375"/Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO BCSI 1 03 (BUILOI NG COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S83 T C L L 20.0 P S F R E F R 0 8 1 92179 D'ONOF RI0 DR.. SUITE 200. MADISON. NI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, DATE 0 3/ 1 2/ 0 4MAD150N, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS DTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED T C D L 7. 0 P S F RIGID CEILING. BC DL 10.0 PSF DRW HCUSR081 04072746 IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED H C - E N G J E C /.W P FPRODUCTS, INC. SHALL NIT BE RESPDNSIDLE FOR ANY DEVIATION FgOM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FAO RICATING. HANDL [HG, SHIPPING. INSTALLING R BRACING OF TRH S5ES. 2o11Y B C L L 0.0 P S F DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/S/Kl ASTM A653 GRADE 40/GO S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. j - r y a ter P. F11111, P.E. TOT . L D . 37.0 P S F S E Q N 42479 D U R . F A C . 1 . 2 5 F R 0 M G S B ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI1 2002 SEC.3. A SEAL ON TMIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT NO. 22859DESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR AN BUII DING 15 THE RESP ONS IBILITT OF THE SPACING 24.0N JREF- 1SB5081_Z23BUILDINGDESIGNERPERANSI/TPI I SEC. 2. 72034 -- 72034-N48 / 1733B ( 03 ) - M2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SO #2 N Bot chord 2x4 SIT #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 10-1 2X4111 5 Li 2X4 (Al) = 2X4III 1 0-i I 4-7-4 Over 2 Supports { R=243 U=180 W=3" 0-3-8 9-4-0 120 mph wind, 10.30 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. T 2-0-1 i R=151 U=180 W=7.25" PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 OTY:4 HI/-/1/ E -/- Scale WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. T C L L 20 .0 P S F R E F R 0 8 1 92180REFERTOBCSIr-C3 (BUILDING COMPONENT SAFETY IN' ORMATIU%. PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ON0FRI0 DR., SUITE 200, HADISON, WI 537111 AND WT CA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, MAOISON, WI 53718) FOR SAFETY PRACTICES PRIOR YO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T C D L 7.0 P S F DATE 0 3/ 12104TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHED RIGID CE[Lin G. BC DL 10.0 PSF DRW HCUSR081 04072742 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 fAlLURE i0 BUILD THE 2 2Ga® BC L L 0.0 P S F H C - E N G J E C / W P FALPINETRUSS1NCONFORMANCEWITHTP(; OR fABRI CA TING, HANOL ING, SHIPPING, INSTALLING 5 BRACING OF T0. USSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF6PA1 AN0 TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (H. K/H,S1 GALV. STEEL. APPLY 14 T} - TOT . L D . 3 7 . O P S F S E O N 42476 PLATES TO EACH FACE Of TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-L. Walter L-. Fu-1?] P.E. pine Engineered Products, Inc. ANY INSPECTION OF PLATES FOLLOWED By i) SHALL tlE PER ANNEX A3 OF TPIS-2002 SEC.3. A SEAL ON THIS p'] D U R . F A C . 1 .2 5 FROM G S B1950MarleyDriveDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTNO. 220J 9DESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF TIIE Haines City, FL 33844 BUILDING DESIGNER PER ANSI/TPI I SEG. 2. SPACING 24 . 0" J REF - 1 S B 5 0 8 1 _Z 2 3FLCertificateofAuthorization4567 """ '' 72034 -- 72034-N48 / 1733B ( 03 ) - GD ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lt Slider 2x8 SP 2250f-1.9E: BLOCK LENGTH = 2.000' SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at 0.00 to 54 PLF at 3.21 BC From 20 PLF at 0.00 to 20 PLF at 3.21 BC 603 LB Conc. Load at 1.94 120 mph wind, 20.48 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 3X4% 2X4111 5 T T T 2-5-1 2-5-1 1-1-0 18-8-12 3X4 (E3) = 2X4III 3X12 (E3) III L3-2-8 Over 2 Supports R=358 U=180 R=483 U=238 PLT TYP. Wave TPI Design Crit: TPI -199.5 19.639 QTY:1 HI/-/l/-/E/-/- Scale=.375"/Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. TC L L 20.0 P S F R E F R 0 8 1 92181REFERTOBCSI1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR.. SUITE 200, MADI SON, WI S3719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6J00 ELATE 0.PRISE LN, MAD ISO N, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OT H ERN ISE INDICATED, T C D L 7.0 P S F DATE 0 3 / 1 2 / 0 4 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 10.0 PSF DRW HCUSR081 04072744 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIONTHISCONTRACTOR. ALPINE ENGINEERED ALPINE TRU55CIN CONFORM ANCELHIO1 OPIRESPONSORLFABRICAT%GEVHANOLING. "'IPPING. NSTALLENGT6FBRACINGIOfOiRUSS". 1 B1 B L L 0. 0 P S F H C E N G J E C/ W P f DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE 1 L R TOT . L D. 3 7 . 0 P S F S E Q N 2 117 3CONNECTORPLATEAREMADEOF20/18/16GA (W,H/S/K) ASTM A653 GRADE A0/60 (W. K/H.5) GALV. STEEL. APPLY / 7` PLATES TO EACII FACE DF TRUSS AND, UNLESS OF LOCATED ON THIS DESIGN, POSITION PE0. DRAWINGS 160AZ. yy altel'P. I,IYTITI, P.E. 7pineEngineered Products, Inc. ANT INSPECTION OF PLATES FOLLOWED NT (1) SHALL BE PER ANNEX A3 OF TPII-2O02 SEC.3. A SEAL ON THIS * T D U R . F A C . 1 . 2 5 FROM G S B 1950 Marle Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT '. 1V 2? 83 T1YDESIGNSHONN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE ! O 77 Haines City, FL 33944 BUILDING DESIGNER PER ANSI/TPI I SEC. 2. -' SPACING SEE ABOVE. JREF- 1S65081_Z23FLCertificateofAuthorizationN567 72034 -- 72034-N48 / 1733B ( 03 1 - HJ5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SO #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. PROVIDE ( 2) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT BOT CHORD. 0-4-1 120 mph wind, 19.89 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Hipjack supports 4-11-8 setback jacks with no webs. 20-9-11 13.54 r- 2-4-14 18-8-12 OR 9-4-0 2X4(Al) E,1-5-0:J 7-0-2 Over 3 Supports R=179 U=180 W=11.313" R=194 U=180 PLT TYP. Wave TPI Design Crit: TPI-1995 19.635 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING - REFER TO BC51 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ON(FRIO DR.. SUITE 200, MAUI SON, NI 53]191 AND WTCA (H 000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE lN, MADISOX. NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNI SE INDICATED, TOP CHORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAYS A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIDN CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS, INC. SHALL NOT BE HESPONSIOLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE R055 IN CONFORMANCE Nlitl TP(; OR FABRICATING, HANDLING, 611IYPING, INSTALLING 6 BRACING OF 1RDSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AfdPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W. K/H,SI GAL V. STEEL.- APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER 0RAWI NGS 16OA-Z. pine Engineered Products, Inc. 1950 Mul Drivery M`uOWSCity,FL 33944 FL Certificate of Authorization 9 567 ANY INSPECTION OF PLATES FOLLONEO RY (i) SHALL BE PER ANNEX A3 OF TPI1-2O02 SEC.3. A 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 BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. R=82 U=180 QTY:1 L 2 2004 Wa r P. Finn, P.E. Nc1.22839 HI/-/1/-/E/-/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING SEE ABOVE T 2-4-14 i 9 Scale=.375"/Ft. REF RO81-- 92182 DATE 03/12/04 D R W HCUSR081 04072760 HC-ENG JEC/WPF SEQN- 21213 FROM GSB JREF- 1SB5081_Z23 72034 -- 72034-N48 / 17338 ( 03 ) - HJM ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 4 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC I4L=5.0 psf, wind BC DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.42 to 54 PLF at 6.92 BC From 20 PLF at 0.00 to , 20 PLF at 6.92 TC 115 LB Conc. Load at 4.37 BC 52 LB Conc. Load at, 4.37 Deflection meets L/360 live and L/240 total load 2X4111 3.57 T 2-1-15 0-4-1 0-3-8 9-4-0 2X4 (Al) = 2X4111 lE I - 5 - 0 E--6-11-1 Over 2 Supports R=357 U=291 W=4.25" R=321 U=183 W=9.5" PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 0TY:1 HI/-/1/-/E - Scale WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING, T C L L 20.0 .P S F R E F R 0 8 1 92183REFERTOSCSI1-OJ (O01ED INo COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBJ O'ONOFRIO DR., SUITE 200, MAOISo N, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMER ICA, 6300 ENTERPRISE LN. MADISON, WI 53719; FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T C D L 7. 0 P S F DATE 0 3/ 1 2/ 0 4TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANOBOTTOMCHORDSHALLHAVEAPROPERLYATTACHED RIGID CEILING. - IMPORTANT** FURNISH A COPY OF 711IS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR081 04072740/` ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE B C L L 0 .0 P S F H C E N G J E C/ W P FTRUSSINCONFORMANCEWITHTPI; 0A FABRICATING, HANDLING, SHIPPING. INSTALLING 8 BRACING OF TRUSSES. - 0 4OESIGNCONFORMSWI711APPLICA8LEPROVISIONSOFND5 (NATIONAL DESIGN SPEC, 8Y AF6P A) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/1B/16GA (W,H/5/K) ASTM A653 GRADE 40/60 (W, K/H,5) GALV. STEEL. APPLY { yT 7 TOT . L D . 37.0 P S F S E Q N 42473PLATESTOEACHFACEOFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-2. yy(alte,' l!',rilnl P.E. 7pi.neEngineered POoducts,Inc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI3-2002 SEC.J. A SEAL ON THIS D U R . F A C . 1 .25 FROM G S B1950MarleyDriveDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTNo. 2283 9DESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF 7HE Haines City, FL 33944 Bu a DING DESIGNER PER ANSI/rPI 7 sec. z. SPACING 2 4. D° J REF - 1 S B 5 D 8 1 _Z 2 3FLCertificateofAuthorization4567 -- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ZUJ4 -- /ZU,54-N40 / 1/,5,5b ( UJ ) - FIJI' J Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. PROVIDE ( 2) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 0 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Hipjack supports 4-5-8 setback jacks with no webs. 1U=180118O3.54 R=1 T 0-4-1 2-2-6 Ili4-0Y9R=6 180 L<1-5-0 1 6-3-10 Over 3 Supports — R=151 U=180 W=11.313" PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:2 HMI/ 1/-/E/-/- Scale=.375"/Ft. WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R 0 8 1 92184REFERTOBCSI1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON OFR 10 DR.. SU 1TE 200, MAD 1SON, WI 53'19) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, MADISDN. NI 53Z191 FOR SAFETY PRACTICES PR10R TO PERF00.MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T C D L 7.0 P S F DATE 0 3 / 1 2 / 0 4 TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AN BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 10.0 PSF DRW HcusRoal oaolval IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED /` ALPINE R'DUCTS CINFORMANCESHALLWITH BPIRESPDNSHRLFA8RICATIANYNGEVHANDOLINGROM I"ISHIPPINGESINSTALLINGV5FBRACINGTOFBTRUSSESTHE 1 c3 IIoI B C L L 0. 0 P S F H C E N G J W C/ M M A DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TP 1. ALPINE 2 20 Y CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) A51M A653 GRADE 40/60 (W, K/H.S) GAL Y. STEEL. APPLY ( p _ TOT . L D . 3 7 . O P S F S E Q N 2 1 4 2 3 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATE D ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. wSltel' p: 3'11111 P.E. 7pineEnTneered Products,Inc. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI1 2002 SEC.3. A SEAL ON PHIS >DRAWING INDICATES ACCEPTANCE OF By ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ' Vrn Q o D U R F A C 1 2 5 FROM G S B 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF III IS COMPONENT FOR ANY BUILDING IS THE RE SPONS I8IL I TY OF THE + o. 2283 / Haines City, FL 33844 BUILDING DESIGNER PER ANSI/TPI I SEC. 2. - SPACING S E E ABOVE J REF - 1 S B 5 0 8 1 _Z 2 3 FL Ceaif.Bte of Authorization # 567 72034 -- 72034-N48 / 1733B ( 03 ) - HJ4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS-MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L1240 total load. PROVIDE ( 2) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT BOT CHORD. 0-4-1 I.tl-5-off 5-5-0 Over 3 Supports R=140 U=180 W=5.688" 20-4-1 T 1-11-4 18-8-12 OR 9-4-0 120 mph wind, 19.66 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Hipjack supports 3-9-15 setback jacks with no webs. R=107 U=180 R=45 U=180 PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:1 WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY III (TRUSS PLATE INSTITUTE. 583 _ D'ONOF RIO DR., SUITE 200, MA DI SO N, WI 117111 AND I CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MAUI 5ON, WI 537191 FOR SAFETY PRACTICES PRIOR TO PE0.F OHM' THESE FUNCTIONS- UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I; ' IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATSON CONTRACTOR. ALPINE ENGINE.... - ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OENIAT70N FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CDNFDRMaNCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING & BRACING OF THU55ES. 2 2004DESIGNCONFORMSWITHAPPLICABLEPROVISIONSOFNDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE _ CONNECTOR PLATES ARE MA OE Of 20/1R/I6GA (N,II/S/K) ASTM A653 GRADE 40/60 (W, K/H,5) GALV. STEEL. APPLY '{ S 1 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. Walter P. j imi P.E, pine Engineered Products, TIIC. ANY INSPECTION OF PLATES FOLLOWED OY (i) SHALL RE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS 1950 Marley DTIVe DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT T;TO: 1'1 Q, DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 1 99 22 Haines City, FL 33ion BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. FL Certificate of Authorization # Sb7 HI/-/1/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING SEE ABOVE Scale=.375"/Ft. REF RO81-- 92185 DATE 03/12/04 DR W HCUSR081 04072750 HC-ENG JEC/WPF SEQN- 21218 FROM GSB JREF- 1SB5081_Z23 79A'4A -- 79A "RA - MAR / 17 V'R ( n4 ) - 11.19 ) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 4 3.54 6-15 T0-4-1 19 R=1 U=180 1-1-13 R=1 1808 12 2X4(A ) = or 9-4-0 I 120 mph wind, 19.27 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Hipjack supports 1-11-8 setback jacks with no webs. 1 1-5-OBI 2-9-3 Over 3 Supports R=84 U=180 W=4.907" PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:3 H`I/-/1/-/E - Scale=.375"/Ft. WARNING"* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLIMG. SHIPPING, INSTALLING AND BRACING. T C L L 2 0 0 P S F R E F R 0 8 1 92186REFERTOSCSI1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O.ONOFRI0 DR., SUITE 200, MAOISON, WI 537191 AND MICA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, T C D L 7 0 P S F DATE 0 3/ 1 2/ 0 4MAGISON, WI 53V191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - BC DL 10.0 PSF DRW McusRosi 04072775 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUALPINEINUSSCINC0NF0RNANCETS.LWITI TPIRESPONSORLFABR"AORTINGFVHANGLINGTION ROSIIIPPINGHIS ESINSTALLINGY6F0RACINGTOFBTRUSSESE4 2 Y1oo1 B C L L 0. 0 P S F H C- E N G J W C/ M M A DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFaPA1 AND TPI. ALPINE L 9 CONNECTOR PLATES ARE MA OE OF 20/11116EA (W.H/S/X) AS TM All GRADE 40/60 (M. N/H,S) CAL V_ STEEL. APPLY " T O T. L D. 37.0 P S F S E Q N 9152 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON TN IS DESIGN• POSITION PER DRAWINGS 160A-Z. Waller , FiriIl P.E. 7pineEnneeredProducts, Inc. ANY INSPECTIONOF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ONTHIS TOUR . FAC . 1 . 25 FROM GSB l90 Marley Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT i.T,J 22 O'}(1 Haines City, FL 3ve DESIGNN SHOESIGNER THERSUITABILIT1 SED USE OF THIS COMPONENT FOR ANY BUT IS THE RESPONSIBILITY OF THE ) L C-J 7 FLCerHainesCity,FLi33844uS67 -` - ------ SPACING SEE ABOVE JREF- 1SB5081_Z23 72034 -- 72034-N48 / 1733R ( 03 ) - EJ5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT BOT CHORD. 20-10-0 T 2-5-1 18-8-12 1Ic o _ 5-0-0 Over 3 Supports R=260 U=180 W=8" t 120 mph wind, 19.90 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind' BC DL=5.0 psf. + Deflection meets L/360 live and L1240 total load. R=114 U=180 R=50 U=180 PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 WARNING— TRUSSES REOIIIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO BC51 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 1U 0'0NOF0.10 OR., SUITE 200. MADISON, W[ 531 ANO WTCA (WOOD TRUSS COUNCIL OF AMEAICA. 6300 ENTERPRISE LN, MADISON, WI 5321 B) FOR SAFETY PRACTfCES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHOA0 SHALL HAVE PROPERLY ATTA CHEO STRUCTURAL PANELS AND DO T TOM CHORD SHALL HAVE A PRUPE RLY AT I ACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P11ALPINETRUSSCINCONFORMANCELWITHBPIRESPONSORLFADRICATTNG' "ANOLLNG' SHIPPING, NSTALLINGY6FAIL.RC TOORACINOOFBLJILDTRUSSESE O E 51 ON CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AN0 TPI. ALPINE CONNECTOR PLATES ARE MACE OF 20/18/16GA (W,H/5/R) ASTM A6S3 GRADE 40/GO (N, K/H,5) GALV. STEEL. APPLY P LA I'ES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCA TEB ON THIS OE SIGN, POSITION PER DRAWINGS I60A-Z. pine Engineered Products, Inc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL DE PER ANNER Al OF TP II-2002 SEC.3. A SEAL ON THIS 1950 Marley Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIIIG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haines City,FL 33944 BUILDING DESIGNER PER ANSI/TPI I SEC. 2. FL Certificate of Authorization 9 567 QTY:1 1 2004 Walter P. Finn, P.E. Nc.2.2839 HI/-/l/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" T 2-5 1 Scale=.375"/Ft. REF R081-- 92187 DATE 03/12/04 DR W HCUSR081 04072764 HC-ENG JEC/WPF SEQN- 21208 FROM GSB JREF- 1S85081 Z23 72034 -- 72034-N48 / 1733B ( 03 ) - EJP ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 2X4(Al ) 4-6-0 Over 3 Supports IR=242 U=180 W=8" IPLT TYP. Wave TPI 7ALPINEpineEngineeredProducts, Inc. 1950 Marley Drive Haines City, FL 33844 FL Certificate of Authorization 9 567 13 1= 180 TR=1 1-2- 2-2-9 9-4-0 R=44 U=180 120 mph wind, 10.40 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. Design Crit: TPI-199.5 19.639 QTY:12 WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REF" TO DCSI 1-07 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ON OI . 0R_ SUITE 200. MADISON, NI 53719) AND WTCA (WOOD TRUSS COUNCIL Of AHERICA, 6300 ENTERPRISE LN, _ MAD ISO N. WI 53X19) FOR SAFETY PRACTICES PR 30R TO PERFORHI NG THESE FUNCTIONS. UNLESS OTHERWISE IN ICA TEN. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANFLS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEO RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE 2fiO4TRUSSINCONFORMANCEWITHTPI: 00. FABRICATING, HANDLING. SHIPPING. INSTALLING A BRACINC. OF TRUSSES. DES. N CO. Nf ORMS WITH APPLICABLE PNUVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF 6PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/1B/16LA (W,H/5/K) AS TH A653 GRADE 40/60 (W, K/U. S) GaI V. SIEEL. APPLY 4 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. Walter P.. Finn,. P.E. ANY INSPECTION OF PLATES FOLLOWED BV III SHALL BE PEA ANNEX A3 OF TPI1-2002 SEC. 3. A SEAL ON THIS - '} D0.AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT No. Z2 8J 9DESIGNSHOWN. THE SUIIABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. .. ..... __-. _..._.._—. I HI/ 1/-/E/-/- Scale=.375"/Ft. TC LL 20.0 PSF REF R081-- 92188 TC DL 7.0 PSF DATE 03/12/04 BC DL 10.0 PSF DRW HCUSR081 04072783 BC LL 0.0 PSF HC-ENG JWC/MMA TOT.LD. 37.0 PSF SEQN- 21418 DUR.FAC. 1.25 FROM GSB SPACING 24.0" JREF- 1SB5081_Z23 72034 -- 72034-N48 / 1733E ( 03 ) - EJ2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 5 ( 2 X 4 (A ) 19-7-0 T 3 U= R=2180 1-2-1 18-8-12 R=1 U=180 or 9-4-0 120 mph wind, 19.27 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5,0 psf, wind BC DL=5.0 pslf. 1 2-0-0 Over 3 Supports R=166 U=1880 W=4" PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:12 HI/-/l/-/E/ / Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. - T C L L 2 0.0 P S F R E F R 0 8 1 92189REFERTOSCSI1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D-0NOFIT IO DR., SUITE 200, MADISO N, WI 531LOT AND WTCA (W 000 TRUSS COUNCIL OF AMERICA' 6300 ENTERPRISE LN. - (` AD I SON, WI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS - UNLESS OTHERWISE INDICATED, T C D L 7. 0 P S F DATE 0 3/ 12104 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _. BC DL 10.0 PSF DRW IICUSR081 04072776 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED , PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY OEVIATI ON FROn THIS DESIGN: ANY IF TO BUILD THEALPINETRUSSINCONFORMANCEWITHTPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 6 BRACING OF TRUSSES. Ej 100 B C L L 0. 0 P S F H C E N G J W C/ M M A DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPEC. BY AFEPA) AND TPI. ALPINE M lIl/Y T 0 T L D 3 7 0 P S F S E Q N 9145CONNECTORPLATESAREMADEOF20/Ie/I6GA (W,H/5/K) gSiM A653 GRADE 00/60 (W, K/H,5) GAL V. STEEL. APPLY ' L - P. PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. y\T'al iTL%. F1TIn, P.E. 7pineEngineered Products, Inc. ANY INSPECTION OF PLATES FOLLOWED RY (i) $HALL BE PEP ANNEX A3 OF TPI1-2002 5EC.3. A SEAL ON THIS T D U R . F A C . 1 .2 5 FROM G S B 1950 Marley Drive DRAWING IN07 CA TES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 22839OESIGNSHOWN. III SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING I5THE RESPONSIBILITY OF TY.E, 1 ti• Haines of Auth. ntion BUILDING DESIGNER PER ANSI/TPI I SEC. 2. SPACING 24.0° JREF- 1SB5081_Z23FLCertificateofAuthotvationq567 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. LU34 -- /LU34-I1425 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 1/330 ( U3 ) - tU ) A rigid ceiling or continuous lateral bracing at 24" O.C. ML+st be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 5 2X4(Al) 2-0-0 Over 3 Supports R=8 7 U=18 0 W=4" IPLT TYP. Wave TPI 7ALPINEpineEngineeredProducts, Inc. 1950 Marley Drive Haines City, FL 33844 FL Certificate of Authorization # 567 d 19-7-0 T 3i'UR=4=180 1-2-1 18-8-12 R=1 U=180 or 9-4-0 120 mph wind, 19.48 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psT. Design Crit: TPI-1995 19.639 QTY:1 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE AND 583 D'ONOFRIO DR., SMITE 200. MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MABISON . WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOrTOM CHORD SHALL HAVE A PR OR ERLY ATTACHED RIGID CE II.ING. 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 TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. 2' 2004 OESIGNCONFORMSWITHAPPLICABLEPROVISIONSOFNOS (NATIONAL DESIGN SPEC, BY AF 6PA) AND TPI. ALPINE 4 L1 '1 CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H 7S/K) ASTM A653 GRADE 90/Go (W, K/H, SI GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LO CAI'ED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. - S-i a 2r ?; 'r1TiT1 ANYINSPECTIONOFPLATESFOLLOWEDBY ( 1 1 SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS YY P P.E. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPONSIBILI TV SOLELY FOR THE TRUSS COMPONENT *Ta. rT rX O ^ DESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESP O NS IBILITV OF THE 'SI 228 Aj BUILDING DESIGNER PER ANSI/TPI I SEC. 2. HI/-/ l/-/E/-/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" Scale REF RO81-- 92190 DATE 03/12/04 D R W HCUSR081 04072777 HC- ENG JWC/MMA SEQN- 9150 FROM GSB JREF- 1SB5081 Z23 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. CU34 -- /LU.54-I140 7 1/33 IS ( US ) - (,U3 ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 5 r- 2X4 (Al) = 20-0-0 RU=180 1- 7-1 18- 8-12 R= 26YU=180 120 mph wind, 19.48 ft mean hgt, ASCE 7-98, CLOSED bldg. Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. 1L 3- 0-0 Over 3 Supports R= 193 U=180 W=8" PLT TYP. Wave TPI Design Crit: TPI-199.5 19.639 QTY:10 HI/ /1/ /E/ / Scale=.375 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L Z O.O P Sf R E F R 0 8 1 92191 REFERTO8CSI1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BV TPI (TRUSS PLATE INSTITUTE, 583 ' D' ONOF RIO OR., SUITE 200, MAOISON, WI 53719j ANTI WTCA (WOOD TRUSS COUNCIL OF AMERICA, 1301 ENTERPRISE LN, — MApISON, NI 53]19) FOR SAFETY PRACTICES PgIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T C D L 70 P S F DATE 0 3/ 1 2/ 0 4 TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR081 04072761 PRODUCTS. INC. SHALL NOT BE RESPON111LE FOR ANY DEVIATION FROM THIS DESIGN; AHY FAILURE 10 BUILD THE - 7004 ALPINETRUSSINCONFORMANCEWITHTPI: ORFABRICATING. HANDLING, SHIPPING, INSTALLING 6 BRACING OF TRUSSES. BC L L 0. 0 P S F H C- E N G J W C/ M M A DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GALV. STEEL. APPLY `S` TOT L D 37 . 0 P S F S E Q N 9197 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16DA-Z. yy a, erP. Finn P.E. 7pineEngineeredProducts, Inc. ANY INSPECTION OF PLATES FOLLOWED BY (1 SHALL BE PE0. ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS. O U R . F A C . 1 . 2 5 FROM G S B 1950MarleyDriveDRAWINGINDICATESACCEPTANCEOFPR0FESSIGNALENGINEERINGRESPONSIBILITYSOLELYFORTIIETRUSSC0MPONENT Zf`; ? 2 (l ">1 Haines City, FL J7$Q4 DESIGN SHDESIGNERTHER SUITABILANSI/TPITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE V Gl/ 7 FL Certificate of Authorization u 567 - SPACING 2 4.0 ' J REF - 1 S B 5 0 81 _ Z 2 3 72034 -- 72034-N48 / 1733B ( 03 ) - CJ1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. ML^st be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 5 F-- 19-2-0 R=38 U=180 18 8 12 R=6 U=180 or 9-4-0 2X4 (Al) = LEooi 1-0-0 Over 3 Supports R=167 U=180 W=8 0-9-1 120 mph wind, 19.07 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psT. PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 OTY:16 HI/-/l/-/E - Scale=.375"/Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 2 00 P S F R E F R 0 8 1 92192REFERTOBCSI1-03 (OR ILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO OR., SUITE 200. MAG"'N, WI 5J719) ANO WTCA (WOOD TRUS5 COUNCIL OF AM R. CA, 6J00 ENTERPRISE LN, (` - MADISON, WI 53719) FON SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T C D L 7.0 P S F D A T E 0 3/ 1 2/ 0 4TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPNORERLYATTACHED RIGID CEILING. BC DL 10.0 PSF DRW HCUSR081 04072762 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED (' ALPINE RU55CIN C0NFORMANCrTS. INC LWITTH TPINOTBERESPONSORLFABRICATINANY G. 14ANOOLINGROSHIPPINGM THIS ESINSTAII-4GY %RACINGTOFOTRUOSSESET. 1 O i1o/ B L L 0. 0 P S F H C E N G J W C/ M M A DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFRPA) AND TPI. ALPINE ( 9 TOT L D 3 7O P S F S E 0 N 9194 CONNECTORPLATESAREMADEOF20718/IBBA (N,H/S/N) ASTM A653 GRADE 40/60 (W, K7H,S) GALV. STEEL. APPLY PLATE$ TO EACH FACE OF TRUSS AND, UNLESS OTHERWI5E LOCATED ON i'H15 DESIGN, POSITION PER DRAWINGS 160A-Z. iflli@1 P.- Finn, P.E. pineEngineeredProducts, L1C. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI12002 SEC.3. A SEAL ON THIS D U R . F A C . 1.2 5 FROM G S B 1950MarleyDriveDRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT _ No,.^^ 8 n Haines Ci FL 33844 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 1 1 2283 9 IY. BUILDING DESIGNER PER ANSI/TPI I sec. z. :::.:. ._ ......_ SPACING 24.0" JREF- 1SB5081_Z23 FLCertificateofAuthorizationk567 72034 -- 72034-N48 / 1733B ( 03 ) - FG1 ) 1HIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 293 PLF at 0.00 to 293 PLF at 18.54 BC From 10 PLF at 0.00 to 10 PLF at 18.54 2 COMPLETE TRUSSES REQUIRED NAILING SCHEDULE: (0.128x3.0_g_nails) TOP CHORD: 1 ROW @ 9" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. Truss designed for 120.00 mph wind, 10.67 ft mean height A rigid ceiling or continuous lateral bracing at 24" O.C. Must be with dead load of 5.00 psf (Top) and 4.00 psf (Bottom). 'properly attached to the bottom chord. Enclosed building (SBC) I Deflection meets L/360 live and L/240 total load. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. Truss must be installed as shown with top chord up. T 1-4-0 3X8= 3X6= 3X4= 5 X 5 =— 3X4= 3X6= 3X8= 1-4-0 9-4-0 3X8= 4X4= HS412= HS412= 4X4= 3X8= 2 X 4 III 2 X 4 III R=2809 U-811 W=7.25" 18-6-8 Over 2 Supports PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI-1995 19.639 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER iU BCSI 1-03 (Bu 1LDING COMPONENT SAFETY INFORMATION1 PUBLISIIED BY III (TRUSS PLATE INSTITUTE. 503 D'0 OFRIO DR. SUITE 200 MADISON WI 53719) AND WT CA (WOOD TRUSS COUNCIL OF AMERICA 6300 ENTERPRISE LN I R=2809 U=811 W=7.25" QTY:1 HI/-/1/-/E/-/ Scale TC` LL 40.0 PSF REF R081-- 92193 MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T C D L 10 . 0 P S F DATE 0 3/ 1 2/ 0 4 TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATT A CHEO - -- RIGID CEILING. BC DL 5.0 PSF DRW HCUSR081 04072738 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR OCT 5. INC. SHALL NOT BE RESPONSI"' FOR ANY OEVtAiION FROM THIS DESIGN; ANY FAILDRE TD B111L0 THE - 2 Za B C L L 0 0 P S F H C- E N G J W C/ M M AALPINETRUSSINCONFORMANCENITIITPI: OR FABRICATING, ANDLING, SHIPPING. INSTALLING N BRACING OF TRUSSES. DE5[GN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN .SPEC, BY AFBPA) AND TPI. ALPINE '. CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) AS TM A653 GRADE 40160 (W, K/II.S) GALV. STEEL. APPLY - !? T 0 T. L D, 5 5. 0 P S F S E 0 N 9 18 7 PLATES TO EACH FACE OF TRU55 AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS IGDA-1. Wa_ter P. Finn P.E.7pmneEngineered Products, Inc. ANY INSPECTION OF PLATES FOLLONED BY (1) SHALL BE PER ANNEX A3 OF iP11 2002 SCC.J. A SEAL ON THIS D U R . F A C . 1.00 FROM G S BDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRE5P0N5IBILITYSOLELYFORTHETRU55COMPONENT TI RyY1950MarleyDriveDESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE o. 2283 J Haines City, FL 33844 BUILDING DESIGNER PER ANSI/TPI I SEC. 2. -- _.._ SPACING S E E ABOVE J REF - 1 S B 5 0 8 1 _Z 2 3FLCertificateofAuthonzation # 567 72034 -- 72034-N48 / 1733B ( 03 ) - FG3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense Bot chord 2x6 SP #2 N Webs 2x4 SP #3 :W1, W13 2x6 SP #2 N: SPECIAL LOADS LUMBER OUR.FAC.=I.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.00 to 100 PLF at 15.52 BC From 10 PLF at 0.00 to 10 PLF at 15.52 BC 648 LB Conc. Load at 10.71 Truss must be installed as shown with top chord up. 2 X 4 III T 1-4-0 W1 1 2 COMPLETE TRUSSES REQUIRED NAILING SCHEDULE: (0.128x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. Deflection meets L/360 live and L/240 total load. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 2X4III 2X4III R=1054 W=411 15-6-4 Over 2 Supports _I R=1301 W=7.25" Note: All Plates Are W3X4 Except As Shown. PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUT LOIN G COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, W1 S3719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN. NA -ISO N, WI 53719) FOR SAFETY PR ACi ICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROVENLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALP I N E PRODUCTS, INC. SHALL NOT NE RESPONSIBLE FOR ANY DEVIATION FROM THIS OE SIGN; ANY FAILURE TO BUILD THE TRU55 IN CONFORMANCE NI TH TPI; OR FAORI GATING. HANDLING, SHIPPING, INSTALLING & BRAG ING OF TftU S5E5. OF SIGN CONFORMS WITH APPLICABLE PROVISIONS DF NDS (NATIONAL DESIGN SPEC, BY AFIPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/IB/I6GA (W,H/S 11 ASTM A653 GRACE 60/60 (W, N/H,5) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16DA-Z. pine Engineered Products, II1C. ANY INSPECTION OF PLATES FOLLO WEO BY (i) SHAL I. BE PER ANNEX A3 OF TPI1-2002 SEC. 3. A SEAL ON THIS- 1950 Marley Dare DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE 7'R USS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE ' Raines City, FL 33944 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. FL Certificate of Authorization 9 567 QTY: 1 V 1 2 2604 Walter P. Finn, P.E. 116: 22839 T 1- 4-0 9- 4-0 HI/-/ l/-/E/ 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 SEE ABOVE T 1- 4-0 I F- 1Scale=. 37511/Ft. REF R081-- 92194 DATE 03/12/04 D R W HCUSR081 04072782 HC- ENG JEC/WPF SEQN- 9231 FROM GSB JREF- 1SB5081_Z23 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. t /LU34 -- /-'L13It-1440 / 3/.5sls ( Us ) - rUZ ) Top chord 2x4 SP 2400f-2.OE Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 :W1, W8 2x6 SP #2 N: W2, W7 2x4 SP #2 N: Girder supports: 14-6-0 span to BC one face and 15-3-0 span to BC opposite face. Deflection meets L/360 live and L/240 total load. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 3X12= T 1-4-0 W1 I 3X8= 3X8= 3X12= 2 X 4 III 2 X 4 III R=4253 W=7.25" PLT TYP. Wave TPI ALPINE pine Engineered Products, Inc. 1950 Marley Drive Haines City, FL 33944 FL Certificate of Authorization # 567 10-7-4 Over 2 Supports i R=4253 W=4" 2 COMPLETE TRUSSES REQUIRED NAILING SCHEDULE: (0.128x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 4" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. Truss must be installed as shown with top chord up. I T 1-4-0 9-4-0 Design Crit: TPI-1995 19.631 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1 03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, Wf 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISO N, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICA I'ED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC- SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE 1'1165 IN CONFORMANCE WITH 1'P1; OR FABRICATING. HANDLING, SHIPPING. INSTALLING 6 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI- ALPINE CONNECTOR PLATES ARE MADE OF 20718/IBGA (W, H/S/K) ASTM A653 GRACE 40/60 (W, "His GALV. STEEL. APITY PLATES TO EACH FACE OF TRUSS AND. (IN LE SS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS I6OA-L. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SIGN SHOWN. 7HE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 5E C. 2. - QTY:1 2: 2004 Walter'P.. Finn, P.E. No. 22839 HI/-/l/-/E/-/- 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 SEE ABOVE T 1-4-0 1 0 Scale=.375"/Ft. REF R081-- 92195 DATE 03/12/04 D RW HCUSR081 04072732 HC-ENG JEC/WPF SEQN- 21340 FROM GSB JREF- 1SB5081_Z23 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. I ILU34 -- IZUJ4'IY40,/ 1/J.5 t5 ( U.S ) - -U14 Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Webs 2x6 SP #2 N :W2 2x4 SP J13: SPECIAL LOADS LUMBER DUR.FAC.=1.00 PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.00 to 100 PLF at 4.46 BC From 10 PLF at 0.00 to 10 PLF at 4.46 BC 444 LB Conc. Load at 1.54 BC 387 LB Conc. Load at 3.17 Truss must be installed as shown with top chord up. 2 COMPLETE TRUSSES REQUIRED NAILING SCHEDULE: (0.128x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 9" o.c. WEBS 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. Deflection meets L/360 live and L/240 total load. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 3X4= 2X4111 T T T 1-4-0 1-4-0 1-4-0 W2 9-4-0 2 X 4 III 3X4= 4-5-9 Over 2 Supports IR=648 R=673 W=5.657" PLT TYP. Wave TPI Design Crit: TPI-1995 19.631 WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO BCSI I O3 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFIT DR., SUITE 200. MADISON. WI I3IIB) ANO WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPNISE LN. A BISON WI 537191 FOR SAFETY PRAC 1'I'Es PRIOR TO PE RF GAMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING- IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A L PI N E PROOIICTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS .[SIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING 5 BRACING OF TRUSSE,. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/I6GA (W,H/5/K) ASTM A653 GRADE 40160 (W. K/H,S) GALV. STEEL. APPLY PLATES TD EACH FACE DF TRUSS AND, IINLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. pine Engineered Products, Inc. 1950 Marley Drive Haines City, FL 33844 FL Certificate of Authorization 4 567 ANY INSPECTION OF PLATES FOLLOWED BY (" SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RES P ONSIBILITV SOLELY FOR THE TAU SS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTFOR ANY BUILDING ISTHE RESPONSIBILITY or THE' BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. 0 T Y : 1 2 2004 Wa1t6r- P._Fum, P.E. No 22839 HI/-/ l/-/E/-/ 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 SEE ABOVE Scale=. 375"/Ft. REF RO81-- 92196 DATE 03/12/04 DR W HCUSR081 04072735 HC- ENG JEC/WPF SEQN- 9229 FROM GSB JREF- 1SB5081_Z23 72034 -- 72034-N48 / 1733B ( 03 ) - FG5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Webs 2x6 SP #2 N :W2, W3 2x4 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 4.33 BC From 10 PLF at 0.00 to 10 PLF at 4.33 BC 980 LB Conc. Load at 1.19, 3.19 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 3X4= 3X4= T 1-4-0 W2 3X4= 2X4111 979# 979# 2 COMPLETE TRUSSES REQUIRED NAILING SCHEDULE: (0.1280.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 2 ROWS @ 6" o.c. (EACH ROW) WEBS 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 120 mph wind, 10.67 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Truss must be installed as shown with top chord up. T T 1 4-0 1-4-0 9-4-0 2X4111 4-4-0 Over 2 Supports { R=1209 U=595 W=4" R=1227 U=605 W=4" PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:l WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., Sllf iE 200, MADISON. W( 53]19) AND WTCA (W 000 TRUSS COUNCIL OF AMERICA, 63U0 ENTERPRISE LN, MADISON, WI '53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R IBID CEILING. IMPORTANT** FURNISH A COPY OF THISle"DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A L P I N E TRUPRODSSCIN CONFO RMANCEL WITH BEPI; P0N'OR FABRICATfNGEVHANDLINGRFAT F D SHIPPINGESI NS TAILINGY&F BRACIHGT OFOTRUDSSESE DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE oflLU0 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,II/S/K) ASTM A663 GRADE 40/60 (W, K/H,S) GALV. STEEL. APPLY - -r" PLATES TO EACN FACE Of TRUSS AND, UNLESS OTHERWISE LOCATED ON TI{[S DESIGN, POSITION PE0. DRAWINGS 16DA.-2. Wa ter P. Finn P.E. pine Engineered Products, Inc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS J DRAWINGINDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT No. ,- 283 (, 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY IT IS THE RESPONSIBILITY OF THE 1V '7 O 77 Haines.City, FL 33844 BUILDING DESIGNER PER ANS1/TPI 1 5EC. T. FL Certificate of Authorization 9 567 HI/-/1/-/E/-/ 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. 1.25 SPACING SEE ABOVE e Scale=.375"/Ft. REF RO81-- 92197 DATE 03/12/04 DR W HCUSR081 04072733 HC-ENG JEC/WPF SEON- 21338 FROM GSB JREF- 1SB5081_Z23 72034 -- 72034-N48 / 1733B ( 03 1 FT6 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 42 SP ##1 Dense :T2 42 SP ##2 N: Bot chord 42 SP ##1 Dense :B1 42 SP g2 N: Webs 42 SP ¢#3 Deflection meets L/360 live and L/240 total load. i— 8-1-8 15" Typ. H - 1X4(R)= 3X6= 0-7-03X6= T - 1X4 (R) 2X4111 1 X 4 III 4X4= 2x6 ##3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d nails. Strongback material to be supplied by Y erection contractor. A Truss must be installed as shown with top chord up. 28.75" 23.75" 9-3-0 _1 T---8-1-8 4X4= W=2.5X4= 1X4 (R) 1.5X4111 4X8= 3X4= 3X6= 3X6= 1X4111 3X4= 3X4= 2 X 4 III 14-6-4 4X4= 3X4= W=2.5X4 1X4111 1X4111 1X4111 L 4X4= 0-7-0 j T 1-4-0 I- _IL +9-4-0 1X4 (R) 29-10-8 Over 3 Supports R=802 W=7.25" R=1664 W=4" R=822 W=7.25" Note: All Plates Are W2.5X4 Except As Shown. S PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 CITY :3 HI/-/1 -/E -/- Scale=.25"/Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 4 00 P S F R E F R 0 8 1 92198REFERTOBCSI1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 0 NOFR IO DR., SUITE 200. MADISON. WI 537191 AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN. MADI SON, WI 531191 FOR SAFETY PPAC I'10ES PRIOR TO PERFORMING THESE FUNCTONS. UNLESS OTHERWISE INDICATED. T C D L 1 0. 0 P S F D A T E 0 3/ 12104 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR081 04072768 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS, INC. SHALL NOT OE RESPONSIBLE F00. ANY DEVIATION FROM THIS OE SIGN; ANY FAILURE TO BUiLO "IF ® B C L L 0. 0 P S F H C E N G J E C/ W P FiRUSSINCONFORMANCEWITHtPl; OR FABRICATING. II ANGLING, SNIPPING. INSTALLING C BRACING OF TRUSSES. DESIGN ON WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. 8Y AF&PA) AND TPI. ALPINE 1 TOT . L D. 55.0 P S F S E Q N 426 1 7CONNECTORPLATESAREMADEOF20/I8/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GALV. STEEL. APPLY - PLAIES TO EACH FACE OF- TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER ONAWINGS ISDA-1- Water P. Finn7ppineEnneeredProducts,[nc. ANYNSPECTIONOF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPit-2002 SEC.3. A SEAL ON THIS , P.E. pRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT *j y' 21839TLO] (I _ D U R F A C 1.00 FROM G S B 1950 Marley Drive OF SIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RES, O NS IBILI iY OF THE l`I ll L O.J 7 Haines City, FL 3394i BUILDING DESIGNER PER ANSI/TPI I SEE. 2. S P A C I N G 2 4. 0" J REF - 1 S B 5 0 8 1 _Z 2 3 FL Certificate of Authorization N 567 - - - -- 72034 -- 72034-N48 / 1733B ( 03 ) - FT4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 Truss must be installed as shown with top chord up. 15" Typ. 1X4 (R) 0-7-0 1 3X6 27.75" 8-1-8 See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bracing material to be supplied by erection contractor. ' Deflection meets L/360 live and L1240 total load. 6-10-8 14.915", 3-0-0 W = 2 . 5 X 4 = 3X6= 1X4III 3X8 3 X 8 = 3X6= 1X4 (R) = 4X4= 2X4111 1X4111 1 A'+IN 3A14= 1A+111 2X4111 4X4= 14-6-12 21-6-11 Over 3 Supports 1 A Y III IA`T III T T 1-4-0 1-4-0 9-46 R=806 W=7.25" R=1172 W=3" R=387 / Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY-1 HI - 1/-/E/-/- Scale=.3125"/Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. T C L L 40.0 P S F R E F R 0 8 1- 92199REFERTOSCSI1-03 (BUILDING COMPONENT 5AF ETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INST IT"'. TU ' . IN3 O'0N0FRIG OR., SUITE 200, HAD 150N, WI 53719) AN0 WT CA (W000 TRUSS COUNCIL OF AME RIC A, 6300 ENTERPRISE LIN _ MAD I SON. WI 13719) FOR SAFETY PRAC I'I CES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OT N ERWISE IND ICATEO, T C D L 10 .0 P S F DATE 0 3 / 1 2 / 0 4TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHED RIGID CEILING. - BC DL 5.0 PSF DRW HCUSR081 04072765 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROn THIS DESIGN; ANY FAILURE TO BUILD THE (` ALPINE TRUSS IN CONFORMANCE WI TN TPI: OR FABRICATING, HANOI.ING, SHIPPING, INSTALLING & BRACING OF L0.USGES. R S ofiS B L L 0. 0 P S F H C E N G J E C/ W P F DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE `1 del lY6 T 0 T . L D . 5 5.0 P S F S E Q N 42600CONNECTORPLATESAREMADEOF20/18/111A (W,H757K) ASTM A653 GRADE <O/60 (W, K/H,S) GALV. STEEL. APPLY _ PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCAT EO ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. W(7 r },T•lnn. 7...Engineered Products, Inc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI1 2002 SEC.3. A SEAL ON THIS L 1 P'E' D U R . F A C . 1 .0 0 FROM G S B1950MarleyDrive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPON5181UTY SOLELY FOR THE TRUSS COMPONENT IATo ,d183 nDESIGNSHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 1l •ii 83 7HainesCity, FL 33844 BUILDING DESIGNER PER ANS17TPI I SEC. 2. -_. SPACING 2 4. 0" J REF - 1 S B 5 0 8 1 _Z 2 3FLCertificateofAuthorization4567 72034 -- 72034-N48 / 1733B ( 03 ) FT1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS'MFR. Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. 1X4 (R) 4X6= 0-7-0 1i- 8-1-8 3X6= 2.5X4= 2.5X4= 27.5" 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d nails. Strongback material to be supplied by ' erection contractor. Truss must be installed as shown with top chord up. 1-8 _I 1X4 (R) 2.5X4= 2.5X4= 3X6= 4X6= 4X6= 1X4III 3X4= ;xa= 1X4III 1X4111 xd_ 3X4- 1X4III 4X6= 1 X 4 (R) = 2X4 III 2 X 4 III 1X4 (R) LE 18-6-8 Over 2 Suppor.ts — R=1007 W=7.25" R=1007 W=7.25" o 92200REFERTORC51I-03 BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI TRUS' PLATE INSTITUTE, 513 42594 PLATES TO EACH FACE OF TRUSS AND, UNLE S$ OTHERWISE LOCATED ON THIS DESIGN, Pas TION PER DRAWINGS 160A-1. w'rdl4e1. P. j— T 0-7-0 1-4-0 F 9-4-0 PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:4 HI/-/1/-/E/-/- Scale=.375"/Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FAOR[CATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 4 00 P S F R E F R 0 8 1 72034 -- 72034-N48 / 17338 ( 03 ) FT2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MEN. Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. 8-1-8 II' Typ 23.5" 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d nails. Strongback material to be supplied by 7 erection contractor. Truss must be installed as shown with top chord up. 1-8 1X4 (R) 1X4 (R) = 3X6= 2.5X4= 2.5X4= 2.5X4= 2.5X4= 3X6= 4X6= I6= 0- 7-0 4X6= 1X4111 3X4- 2 ;Ya= 1X4111 1X4111 2 5X4_ 3X4= 1X4111 4X6= 1X4 ( R) 2X4111 i18- 2-8 Over 2 Supports R= 995 W=7.25" PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 WARNING*,* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING, REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D' ONOFR IO OR., SUITE 200, MADISON, WI 53718) AND WTCA (W000 T0.U55 COUNCIL OF AMERICA. 6300 ENTERPRISE IN. MAO I SO N, NI 537191 FOR SAFETY PRACIILES PRIOR i0 PERFORMING THESE fUNC7I0 NS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AN0 BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED L T 0- 7-0 1-4-0 9- 4-0 2 X4 III 1X4 ( R) R= 983 W=3.25" 0 QTY: 3 HI/-/1 E/ - Scale TC LL 40.0 PSF REF R081-- 92201 TC DL 10.0 PSF DATE 03/12/04 RIGID CEILING. BC DL 5.0 PSF DRW HCUSR081 04072759 IMPORTANT** FUR... A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY UEV1AiI0N FROM THIS OE SIGN; ANY FAILURE TO BUILD THE 20 B C L L 0.0 P S F H C - E N G J E C / W P F ALPINERUSSINCONFORMANCEWITHTPI; OR FABRICATING. HANDLING, 511I PP ING, INSTALLING 6 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE TOT . L D . 55.0 P S F S E Q N 42596 CONNECTORPLATESAREMADEOF20/18/IGGA (W,H/S/N) AST" A053 GRACE <O/80 (W. N/H.SI GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. 'BNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z. Walter P. Fuu P.E. pineEngineeredProducts, Inc. ANY INSPECTION OF PLATES FOLLOWED 8Y (I) SHALL BE PER ANNEX A3 OF TPI1-2002 SEL.3. A SEAL ON THIS I N D U R . F A C . 1.00 FROM G S B 1950 Marley Drive BRAW[ NG IN ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT N0.22839 YDESIGNSHOWN. iNE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF.THE Haines City, FL 33844 BUILDING DESIGNER PER AN 51/TPI I SEC. 2. SPACING 24.0 ° J REF - 1 S B 5 0 8 1 _Z 2 3 FLCertificateofAuthotvation # 567 1— 72034 -- 72034-N48 / 1733B ( 03 ) - FT3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 42 SP g2 N Bot chord 42 SP #2 N Webs 4x2 SP #3 Deflection meets L/360 live and L1240 total load. 15" Typ- 1X4 (R) = 3X6= JX6= 0-7-0 20.25" 8-1-8 2x6 #3 HEM' -FIR or better continuous strongback. Attach to each truss where shown with 3-10d nails. Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 1-8 3 X 6 =— 4X8= F 4 X 6 =_ 1X4111 3X4- 1 X4111 1 X4III tX4- 1 X4 III 4X6= 1X4 (R) 2 X 4 III 17-11-4 Over 2 Supports R=981 W=7.25" Note: All Plates Are W2.5X4 Except As Shown. PET TYP. Wave TPI Design Crit: TPI-1995 19.639 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BC SI 1-03 (OUILOING COMPONENT SAFETY INFORMATION]. PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MAOISON, WI 837191 AND WiCA (W 000 TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. MADISO N,WI 53719) FOR SAFETY PRAC PILES P0.(Oft TO PERF 00.MING THESE FUNCTIONS. UNLESS OTHERWISE INDICA7ED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PR OPENLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS OE SIGN TO THE INSTALEATION CONTRACTOR. ALPINE ENGINEERED ALPINE IRUSSPRODUCTS -IN CONFORMANCELWITH TP1gESPON500.LOLLFABOR ATINGANYEVHANDLiAT INGROSNIPP[NGESINSTALLIANY5FATAT ACINGTOFBTRUSSESE DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/11116GA (W.H7S/Nj ASTM A653 GRADE 40/60 (w, N/H,S7 GALV. STEEL. APPLY PLATES IO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCAT EO ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z. 7p.i.neEngineeredProducts, frlC. ANY INSPECTION OF PLATES FOLLOWED OY (I) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS 1950 Marley Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Haines Cl FL 33844 DESIGN SIIOwN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS T11E RESPONSIBILITY Or THE h'= BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. FL Certificate of Authorization 9 567 R= 980 Q T Y : 2 2 2004 Walter?. Finn, P.E. No. 22839 TT 1- 4-0-4-0 9- 4-0-L d- HI/-/ l/-/E/-/ 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 24.0° 0 Scale=. 375"/Ft. REF R081-- 92202 DATE 03/12/04 D RW HCUSR081 04072737 HC- ENG JEC/WPF SEQN- 42598 FROM GSB JREF- 1SB5081_Z23 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 72034 -- 72034-N48 / 1733B ( 03 ) - FT10 ) Top chord 4x2 SP 2 N 2x6 #3 I1EM-FIR or better continuous strongback. Attach to each truss Bot chord 4x2 SP 1 Dense where shown with 3-10d nails. Strongback material to be supplied by ` LF Webs 42 SP 3 erection contractor. Deflection meets L/360 live and L1240 total load. Truss must be installed as shown with top chord up. T 1-4-0 4-7-8 1 29.256" _I a-1-a 15" Typ. 3X8= 3X8= 2X4111 2.5X4= 2.5X4= 2.5 1 X 4 (R) 3X6= 3X6= xn- 4X4= 2X4111 3X6= 1X4111 RYA- *2 yA- 1X4III 4X4= 2X4111 1X4 (R) T 0-7-0 1-4-0 9-4-0 15-2-4 Over 2 Supports R=828 R=841 W=7.25" PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:5 HI-/1/-/E/ - Scale=.375"/Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 40 .0 P S F R E F R 0 8 1 92203REFERTOSCSI103 (BUILDING CO M'B.INT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'DNDFR IO DR., SUITE 200, MADISO N, WI 5371, ANO WT CA (WOOD TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE LN, - MAD150N, WI 5371B1 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS- UNLESS OTHERWISE INDICATED, T C D L 1 0.0 P S F DATE 0 3 / 1 2104 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R I III CEILING. BC DL 5.0 PSF DRW HCUSR081 04072769 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED V'D""S. INC. SHALL NOT BE RESPONBIRLE FOR ANY DEVIATION FROM TH35 DESIGN; ANY FAILURE TO BUILD THE ALPINE RUSB IN CONFO0.MANCE IT., TPI: OR FABRICATING, UANOLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. B C L L 0. 0 P S F H C E N G J E C/ W P F DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE 1 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H,S) GALV. STEEL. APPLY - ` 7 TOT . L D. 5 5. 0 P S F S E Q N 42641 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISELO[ATE O ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. alter?. Finn, 7ppineEngineered Products, Inc. ANY INSPECTION OF PLATES FOLLOWED BY 'll SHALL BE PEN ANNEX A3 OF TP1 -2002 SEC.3. SEAE;nN THIS P.E. D U R . F A C . 1 . 0 0 FROM G S BI950MarleyDrive DRAWING 1101CATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CUMPD.YE NT No. 22839 Plaines City, FL 33844 DESIGN SHOWN. THE SUITABILITY AN USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIB ILI T'f Of T11E ty, BUILDING DESIGNER PER ANSI/TPI I SEE. 2.- -- --- _.-. SPACING 24.0" JREF- 1SB5081_Z23FLCertificateofAuthorizationd567 72034 -- 72034-N48 / 1733R ( 03 1 - FT9 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 210 PLF at 0.00 to 210 PLF at 14.94 BC From 84 PLF at 0.00 to 84 PLF at 15.06 REFER TO DRAWING 657,275 OR 657,275B OR 1,153,783 FOR GABLE DETAILS.NOTE: CONNECT BOTTOM CHORD FOR 150 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORD.NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO 1" DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE OF THE DRILLED HOLE AND ATTACHED WITH (2) 16D NAILS EACH END. Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. 1 X 4 (R) = 1X4 (R) = 2X4111 X4IIIL J1T 0-7-0 0-7-0 1-4-0 F -1-9-4-0 1X4 (R) 2 X 4 III 15-2-4 Over Continuous Support — R=291 PLF W=15-2-4 Note: All Plates Are W1X4 Except As Shown. PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1-03 (DO ILOINS COMPONENT SAFETY INFORMATION), PUBLISHED BY TIT (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR-, SUITE 200. MADISON, WE 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN.' MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS- UNLESS OTHERWISE INDICATED. TOP CHORD SH H E P E 2X4III 1X4 (R) QTY:l ALL AV ROP RLY ATTACHED SiRUCT U0.AL PANELS AND BOiT OM CHORD SHALL NAVE A P0.OR RLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROALPINETHUDSSCIN [ONFORMANCETSLHITNOTBPTRESPONSORLFABRICATIAnyNGEVHAND" NGFROMSHIPPINGE5IN5TALLINGY&HBRAC[NGTOFBUILiRUDS5E5THE 2 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF6PA) AND TPI- ALPINE i 2004 CONNECTOR PLATES ARE MADE OF 20/18116GA (W,H/5/K) ASTM A653 GRADE 40/60 (W. K/H, 5) GAL V. STEEL. APP" PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, P051TI ON PER DRAWINGS-16OA-L. WSItZC P. r,'ll ' n.r, 7p.ineEngineered Produets,[nc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS Walter CC 10 }( i L 195U Marley Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIDILITY SOLELY FOR THE TRUSS COMPONENT NO. ZZ83 9 Haines City, M FL 33544 DESIGN SHOWN- THE SUITABILITY AND USE OF THIS COMP ONE N7 FOR ANY BUILDING IS THE RESPONSIBILITY OF THE , IY. BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. FL Celt&ate of Authorvation # 567 HI/-/ 1/-/E/-/ TC LL 40.0 PSF TC DL 10.0 PSF BC OL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DUR. FAC. 1.00 SPACING SEE ABOVE Scale REF R081-- 92204 DATE 03/12/04 DR W HCUSR081 04072739 HC- ENG JEC/WPF SEON- 42635 FROM GSB JREF- 1SB5081_Z23 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR CU64 -- /LV64-N4i5 / 1/6J(S V6 ) - P15 ) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. 0-7-0 8-1-8 15" Typ. F_ 3X6= 1 X 4 (R) = 3X6= 2.5X4= 2.5X4= 27.75 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d nails. Strongback material to be supplied by t •. erection contractor. Truss must be installed as shown with top chord up. 4-3-0 1X4 (R) = 1X4111 3X4= 3X6= 4X4= 1X4111 2 rYA=_ 1X4111 3X4= 3X4= 1X4 (R) 2X4III R=802 W=7.25" 2.5X4= 14-8-4 Over 2 Supports L T 0-7-0 1-4-0 T 9-4-0 2X4111 1X4 (R) R=788 W=3" PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 QTY:1 HI/-/l/ E -/- WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C 'L L 4 0.0 P S FREFERTOBf,Si 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED By TP[ (TRUSS PLATE INSTITUTE, 583 D'ONO FRIG DR., SUITE 200, MADI SON, WI 53719) AND WT CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, /` MADISON, WI 53716) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IN0ICATEO, T r D L 10.0 P S FTOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSAN80TTOMCHORDSHALLHAVEAPROPERLYATTACHED' RIGID CEILING. BC D L 50 P S F IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I. , PRODUCTS. INC. SHALL NOTWITH BETPIRESPONSIBLE FOR ANY DEVIATIANDON1.FROM THIS DESIGN; ANY FAILURE i0 BU.160 THE - e B C L L 0.0 P S FIN ALPINE DESTIU(GNICONFO0.MSMWIIN APPLICABLE PROVIISIONSFABROFANOSG(NATIONALGDESIGNPSPEC.IflYTAFaPA) ANDRAPI. OF T0.ALPINE t 200 C ONNE CTO0. PLATES ARE MADE OF 20/18/16GA (W,H/S/K) A5 TM A653 GRADE 40/60 (W, K/H,5) GALV. STEEL. APPLY I - }' LU T Q T , L D . 5 5 . 0 P S FPLATESTOEACHFACEOFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS-160A-Z. I `I%a ter P. Ljlnn P.E. 7pi.neEngineered Products, Inc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL SE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS D U R . F A C . 1.00DRAWINGINDICATESACCEPTANCEOFP0.0FE SSI DNA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ' 19$0 MNICj' DTIVC DESIGN SHOWN. THE SUITABILITY AND U5E OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE,, No. 22839HainesCayjl, 33844 BUILDING DESIGNER PER AN st/TPI 1 SEc. z_ SPACING 2 4. 0" FL Certificate of Authorization H 567 J Scale=.375"/Ft. REF R081`-- 92205 DATE 03/12/04 DR W HCUSR081 04072766 HC-ENG JEC/WPF SEON- 9216 FROM GSB JREF- 1SB5081_Z23 72034 -- 72034-N48 / 1733B ( 03 ) - FT7 ) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.. Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. 0-9-0 8-1-8 15" Typ. r` 3X6= 1 X 4 (R) = 3X6= 2.5X4= 2.5X4= 24.75" 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d nails. Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 4-3-0 1X4111 3X4= 3X8= 4 X 4 =_ 1X4111 9 Eva= 1X4III 3X4- 3X4= 9 C 1X4 (R) 2X4111 2.5X4= HE TT 1-4-0-4-0 9-4-0—L I fE 14-5-4 Over 2 Supports —I R=788 14=7.25" R=787 PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 OTY:5 HMI 1/-/E/ - Scale WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 40.0 P S F R E F R 0 8 1 92206REFERTOSCSI1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBI.[SHED BY TPI (TRUSS PLATE INSTITUTE. 583 - D'ONOFRIO DR,. SUITE 200, MADISON. WI 13719) AND WTCA (WOOD TRUSS COUNCIL OF AME0.ICA, 6J00 LITEPPRISE LN, (` MAD I SON. WI 53I19) FOR SAFETY PRACTICES PRIOR TD PERFORMING THESE FUN C T[ONS. UNLESS OTHERWISE INDICATED, T C D L 10.0 P S F DATE 0 3 / 1 2 / 0 4TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHED RIGID CEILING. IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW HCUSR081 04072767 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BOIL. THE /` ALPINE RUSS IN CONFORMANCE WITH TPi: OR FABRICATING. HANDIING, SHIPPING, INSTALLING & BRACING OF TRUSSES. iD oO/ B L L 0. 0 P S F H C E N G J E C/ W P F DESIGN CONFORMS HI TH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE ' tl 9 CONNECTOR PLATES ARE MADE OF 2O/18/15GA (W,H/S/K) ASTM A653 GRADE 10/60 (W, K/H.S) GAIV. SIEEL. APPLY TOT . L D. 55 . 0 P S F S E 0 N 42625 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA;2. `jJr ILeT.T:,• 1]]I] 7pincEngineered Products, Inc. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPlIS2002 SEC.3. A SEAL ON, THIS L Finn, RE D U R . F A C . 1 . 0 0 FROM G S B1950MarleyDriveDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENT I Q1 QDESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY CF- THE' + o. 22v-1 Haines City, FL 33944 BUILDING DESIGNER PER ANSI/TPI I SEC. 2. - FL SPACING 24.0" JREF- 1SB5081_Z23CertificateofAuthorizationq567 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. t ICUJ4 -- /ElU34-1440 / 1/33E5 ( U3 ) rlb ) F d 4x2 SP #2N d 4x2 SP #2 N s 4x2 SP µ3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 284 PLF at 0.00 to 284 PLF at 14.19 BC From 10 PLF at 0.00 to 10 PLF at 14.31 REFER TO DRAWING 657,275 OR 657,275E OR 1,153,783 FOR GABLE DETAILS. NOTE: CONNECT BOTTOM CHORD FOR 150 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORO.NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO 1" DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE OF THE DRILLED HOLE AND ATTACHED WITH ( 2) 16D NAILS EACH END. 1 X 4 (R) A 4 III 0- 7-0 1X4 ( R) 2X4111 14- 5-4 Over Continuous Support R= 289 PLF W=14-5-4 Note: All Plates Are W1X4 Except As Shown. JPLT TYP. Wave TPI E ALPINE pine Engineered Products, Inc. 1950 Marley Drive Haines City, FL 33944 FL Certificate of Authorization # 567 Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Design Crit: TPI-199.5 19.639 WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1.03 (8UILDING COMPONENT SAF ETY INFORMATION), PUBLISHEOBY TPI (TRUSS PLATE INSTITUTE, 5B] D' ONOFRIO DR., SUITE 200. MADISON, WI 53119) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN. MAD 150N. WI 53719I .FOR SAFETY PRACTICES PRIOR TO PER OR MI NG THESE FUNCTIONS. UNLESS OTHERWISE INDICA TE O, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R I G10 CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS. INC_ SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION CHUM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TP 1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS DF NDS (NATIONAL DESIGN SPEC, BY AF&P A) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/181IEGA (W,H/S/RI AS TM AG 53 GRADE 40/G0 1W. N/H. S) GA I. V. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS BE SIGN, POSITION PER DRAWINGS 1IDA-1. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL 0E PER ANN" A3 OF TPI1-2002 SEC. 3. A SEAL ON THIS DRAWING INOI CAPES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPON't."T DESIGN SHOWN. THE SUI TADILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. 1X4 ( R) 2X4111 2X4III 1X4 ( R) T 0- 7-0 1-4-0 7- 9-4-0 QTY: 1 1 2004 Walter F. Finn, F.E. No, 22839 HI/-/ l/-/E/-/- 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 SEE ABOVE Scale=. 375"/Ft. REF R081-- 92207 DATE 03/12/04 DR W HCUSR081 04072741 HC- ENG JEC/WPF SEQN- 42632 FROM GSB JREF- 1SB5081 Z23 72034 -- 72034-N48 / 1733B ( 03 ) - FT11 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 42 SP #3 15" Typ. 1X4 (R) 2.5X4= 0-7--0 2.5X4= 2X4111 a 2.5X4= 3X4= 1 1 2.5X4= 3X6= 2.5X4= 2X4III 1X4 (R) 2 X 4 III i8-3-15 Over 2 Supports R=472 W=3" R=444 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. I TT 1-4-0-4-0 9-4-0 I PLT TYP. Wave TPI Design Crit: TPI-1995 19.639 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILDING ONE SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, S8 3 D'ONOFRIO DR., SUITE 200, MA OI SO N. WI 53719) AND WT CA (W 000 TRUSS COUNCIL OF A M E IIICA, 6300 ENTERPRISE LN. MAOISOH, NI 537191 FOR SAFETY PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. O. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AN0 BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING y r A' s 6 OTY-1 HI -/1/ E - Scale=.375"/Ft. TC LL 40.0 PSF REF R081-- 92208 TC DL 10.0 PSF DATE 03/12/04 BC DL 5.0 PSF DRW HCUSR081 04072734 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4)2' ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE I i 20 4 B O L L 0. 0 P S F H C- E N G J E C/ W P FTRUSS11CONFORMANCEWITHTPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING & BRACING OF TRUSSES. OE SIGN CONFORMS WI TII AP PI.I CABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF 6P A) AND TPI. ALPINE ' _ CONNECTOR PLATES ARE MADE OF 20/18/16GA (w.H/S/K) ASTM A653 GRACE AO/60 (W. K/H.SI GALV. STEEL. APPLY ` S + }'! TOT . L D . 55.0 P S F S E O N 9209 PLATES TO EACH FACE OF TRUS5 AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. - Y`,a:Ite P. Finn, P.E. 7pineEngineered Products, Inc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS VS l P. & L D D R . F A 1.00 FROM G S B 1950 Marley Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRU55 COMPONENT NO. ^ ^ 1. DESIGN SHOWN_ TOO SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBLL I I OF TIE G l9 Haines City, FL 33844 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2 FL Certificate of Authorization 9 567 - SPACING 24. 0 " J R E F 1 S B 5 0 81 _Z 2 3 Milestone Master Documents Approved By Central Florida B.O.A.F, March 18, 2002 Updated: 3/18/2002 milema3ters,xis PAGE 2g swl Tlm' DRAWING OREPORT ii SERIES INDEX MASTER FILE NUMBER 1 I INSTALLATION DETAIL W1 TAPCONS HORZ. SLIDING FLANGE WINDOW it*DXCONF'106RATION IFLEX0022 1000 2- INSTALLATION DETAIL W1#8 SCREWS HORZ- SLIDING. FIN WINDOW IFLEX0028 1000 3 INDEX 4 INDEX 6 JINSTALLATION DETAIL W/#6 SCREWS HORZ. SLIDING FIN :WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 INSTALLATION DETAIL WITAPCONS HORZ, SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 JINSTALLATION DETAIL SGL HUNG FLANGE WINDOWS IFLEX0029 IFLEX0020 IFLEX0016 1000 11000 11000,1600 & 20006 INDEX 7 JINSTALLATION DETAIL WW SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL WICNE BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018. 111000,1500 & 2000 100092000 8 INSTALLATION DETAIL W1#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W11 BY SUCK DESIGNER FIXED WINDOW FLEX0035 1000,1760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1750 & 2000 11 INDEX 12 FIN INSTALLATION DETAIL DESIGNER F I IXED WINDOW MASTER FILE NUMBER ISLIDING GLASS DOOR I INSTALLATION WITH TAPCONS FLEX0037 IFLEX0021 1000,1760 & 2000 1500,1000 & 200013 INDEX.: • 14 ISLIDING GLASS DOOR INSTALLATION WITH, #8 SCREWS MASTER FILE NUMBER 6 7 IFIN TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES I FLEX0027 IIHMFINTR 1500,11000 & 2000 100011600 Is FLANGE TRIPLE HORIZONTAL MULLION SECTIONS f DESIGN PRESSURE.CAPACITIES IIHMFLGTR 100011500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES JIHMFINTW 1000/1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 100011500 118 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES. 11HMFIN 1000/1509 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000/1,600 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFIN 1000 f 1500 21 1 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFLG 1100011500 22 1 INDEX 23 IFIN FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES MASTER FILE NUMBER 7 TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES12HMFINTR 1VMHMFLG 11000 1 isoo 2000 24 1 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLGTR 2000 26 1 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 12VMHMFLO 2000 26 IFIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFINTW 2000 27 1 FLANGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFLG 12000 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2VMFIN 1200031FLANGEVERTICALMULLIONSECTIONSIDESIGNPRESSURECAPACITIES2VMFLG12000. PLANS REVJ WEDCITYOFUNFORD Page 1 of 1 mlfemastem'X13 TK Q ALIT WINDOWS BY FLORIDA EXTRUDERS TEST REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1A 53 1/8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1 /2" X 84 1 /2" SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE. HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW 11 NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-21072089-1 180" X 96 3/4" -SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. 1 BOAFTEST CONCRETE OR MASONRY OPENING BY OTr ERS ONE B7 FOOD BUCK BY OTHERS CAULK BETVEEN WINDOW FLANOC L WOOD BUCK STUCCO BY OTHERS PEP:METER CAULK BY OTHERS GLASS (TYP.) SEE NOTES WINDOW HEIGHT PERIMETER CAULK — BY OTHERS CAULK BETVEEN WOOD BUCK L NAS-Y. OPENING ONE BY VOOD CONCRETE OR BUCK BY OTHERS MA1•0'4RY OPENING BY OTHERS BUCK WIDTH I•I/.• MIM BY OTHERS INSTALLATION ANCHOR 3/16' VIA. TAPCON FLANGE TYPE SHIM WINDOW FRAN E SC- 11 , MAXc1NA%, NOTES) D SHOWN (SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/16' DIA. TAPCON — SHOWN cSEE NOTE 9) p a A C 1-1/4• MIN. GLASS cTrP.> EMBEDMENT (SEE NOTES) -j 1 CAULK BETVEEN WINDOW FLANGE L WOOD BUCK SHIN AS REO'V PER?METER I/4• MAX. CAU K SEE NOTES) 8r OTHERS 1 WINDOW WIDTH FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK WOOD BUCK L NHEADER SECTION B-B MAY. OPENING BY OTHERS BUCKHEIGHT WINDOW HOT. I K- FLANGE TYPE L_ WINDOW FRAME SILL WINDOW WTH. ELEVATION VIEWED FROM EXTERIOR V d I \— SILL STOOL G BY OTHERS CAULK BETVEEN vINDOv FLANGE PRECAST SILL ..` L PRECAST $Ill BY OTHERS •( ,Cj'.°i t ADHESIVE CAULK OR APROVED COL. Sr C I ION A —A rr ttN 2v PREP akC7 9r: PRODUCT L A 2 12002 TAPCON LOCATION CHART CALL TIP TO CA TONS IN HEAD LOCATIONS IN JAI( UP To Psr TO UP To I vsr TOSIZETIP50ass50Psr 022 74 x 26 C.0 CA I,J Ihl D23 74 x 3E 3/6 C.D B.'.O.E I,J.K,L 024 7. X 50 6/6 C.D TOTE LJ.K.I N.I.J,K: 2 106 1/4 X 26 L D33 106 V4 X 38 3/6 I B.C.C:E I :: '.D,E LJ,K,L .I I.J.K,LaI1 /. X B.C.D.E I +.=.C.O.E.F I,J.K, C.M,I,J K.. T23 I X 36 3/BI B.C.C.E AI,O,E.F I.J,K,L I.J,K,L T 4 III X SO /6 B.C.D.E B.C.O.E.F I,J,K,L I K M2 i X C..L F.., .L J, ,L I.4 K.L M3 120 X 32 3/6 B.C.C.E : I. + .O,E.F I,J.K,L I,J.K.I M4 1 0 % / A,B.C.C. E.• B.C.O.E.F C.N I,J K,L 1 J N 6020 72 X 24 V V I.J 6030 72 X 36 CA B.C.O.E I,J I,J.K.LI604072X4ACDC,O.E 1.J,K,L I,J,K L 7020 84 X 24 I. 7030 B4 X 36 B.0 ,E I E.C,O,E I,J.K.L I,J,K,L 7040 4 X 4° B.C.C.E B :',D,E I.JK.L I.JK,L 8020 96 X 24 8030 96 X 36 B.C,C,E C,D.E I,J,K,I I,J,K,L 040 4• 8.C.C.E B.C.DE.F LJ,K; C M I JK 9020 108 X 24 W o,L. .s I,J I.J.K.L 9030 108 X 36 a.C.C,E S.C.D.E I,J,K,L 1.4,K.4 a 1- C C- A.B.C.D.E,F I K 10020 120 X 24 v I,J I,J,K,I 10030 I 120 % 36 B.C.C.E I B.C,O.E.F I,J.K,I I I,J.K,L 10040 120 X 48 B.C.C.E. A.B.C,O,E.F I,J.K.L I,J K.L NOTES, 1) SHIM AS REO*D. AT EACH INSTALLATION ANCHOR, MAX, ALLOWABLE SHIM STACK TO BE 1/4-, 2) WINDOW FRAME MATERIAL: ALt;M!,NVM ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM:. TO ACHIEVE MIN. EMBEDMENT'OF 1-1/4- INTO MASONRY OR CONCRETE: 4) USE SILICONIZED ACRr-IC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VVLKEM 115 AOHESrvE CAULK OR A.PROVED EQUAL. H 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR 1 OF WINDOW FIANCE. 6) IF. EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY.USTED WITH NEXT LARGER SIZE..FOR THE APPROPRIATE OESION PRESSURE REO:D. J B _7) CLASS THICKNESS MAY VARY PER THE REOVIREMEN-S OF ASTM.C1300 CLASS CHARTS. 8) LETTER CESIG•NATIOr(S ON THE TAPCON LOCATION CmART. INDICATE WHERE TAPCON ANCHORS ARE TO EE INSTAL;-ED WHEN US.NG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED WI-, /z SCREWS OF SVFFIGEN' LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOL BUCK. 10) APPLICATION OF VULKEV IIE ADHESIVE CAULK AT %.RAME SILL MUST COMPLY WITH SEALAN- MANUFACTUPER•S RECOMMENDATIONS, 11) WHERE WINDOW IS INSTALLED I\ MASCNRY OPENING WITH A STRUCTWI TWO BYBUCK, USE PO SCREWS OF SUFFICIENT NGTH TO ACHIEVE 1- 3/t_ _ MIN. EMBEOME'+T AT a, INS-ALLATION FAT-ENER LOCATIONS. I - S' JiTE 256. HCA'-i7W, r__?I7A SHEATHING BY OTHERS 1' MIN. TWO BY WOOD CAULK BETV[EN BY OTHERS MSEDMENT VINDCV FIN L SHEATHING IINSTALLATION ANCHCR 08 SCREEV STUC_O OR SIDING BYERS _ MAX. SHIM P;.CF PERIMETER _ r CAULK BY OTHERS SHIM AS 'RED'p. GLAZING (TYP.) (SEE NOTES) SEE NOTE 7) FIN TYPE v INDOV FRAME HEADER m s• VINDCV WIDTH ---may z4• ac. IIMAX. TYPJ r . WINDOW VIETH TWO BY WOOD BY OTHERS SHIM AS SEE NOTES) v I $HIH SPACE CAULK BETWEEN M"X r—, VINDCV FEN t SHEATHING 14 1• MIN. EMBEDMENT f 1 GLAZING (TYP-)— / SEE NOTE 7) PERIM.E TER JCAULK VINDCV / / EOUALLY BY OTHERS SHEATHING SPACE j BY OTHERSHEIGHT / ANCHORS FIN TYPE VINDCV VINDCV I r — (TYP) FRAME JAMSHEIGHT STUCCO DR 1 SIDING OTHERS INSTALLATION .. B OTHERS ANCHOR 48 SCREW B 7 SECTION B-B A • MAX. 24 O.C. L(T YP.) I— FIN TYPE MAX. <TYPJ yjlVINDCVFRAME SILL 6' MAX. (TYPJ - ELEVATION vIEwEO ROM xT RIOR MARBLE SILL STOOL By OTHERS aT".>. J.4i. PERIMETER 7.w lTBYOTHERS 1)SHIM AS REO.O. ADJACENT TO. EACH INSTALLATION ANCHCP. MAX, µLOW.-ZLE.SHIM STACKrTOCAULK y'wu i J 2) WINDOW BE • FRAME uATERu1: ALUMINUM ALLOY 6063. 6,lR/ 0,4 E UDCR 3) INSTALLATION ANCHOR MUST BE OF SUFFIC:SNT LTH. TO ACMIEVE MIN. EMBEDMENT OF 1' I _L INTO WOOD FRAME MEMBER. . 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL 2( JAMBS. Ll/s• SHIM % _, ___ _ S) USE SILICONIZEO ACRYLIC CAULK FOR PERIMETER SEA: AROUND EXTERIOR OF WINDOW FRAME. INSTALLATION SPACE MAX. 6) CUSS THICKNESS MAY VARY PER THE RECrJIREMENTS Cr ASTM E1300 GLASS CHARTS, ANCHOR *4 SCREW 7) INSTALL INSTALLATION FASTENERS AT 6- MAX. FROM COP.':ERS AND MA%. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, W^•H ANCHOR SPACING AS STATED, IS 70.0 PSF FOR STUCCO OR ALL AVAILABLE SIZES UP TO 73' x 71' MAX. SIDING BY - OTHERS11 SHE AS REO'D. SEE NOTES) CAULK BETWEEN WINDOW FIN ..I I•MIN REV DESCRIPTION DATE INI t-SHEATHING SHEATHING EMBEDMENT TWO H WOOD FLORIDA EXTRUDERSINTERNAD, FL, BY OTHERS BY OTHERS SANFORD, FLO SECTION A —A TITLE: INSTALLATT ON DETAIL. W/n8 SCREWS u ri n 7 r l T n T 1 - — 1 1 11 1 T r- I . 2 12002 [-+DRAWN BY: BB I APPROVED BY: DATE: 12/ 1 7/01 SCALE: N. T. S. DWG.: FLEX0028 PREPARED By, PRODUCT t APPLICATION ENGINEERING. INC.: 250 INTERNATIONAL PxVY., SUITE 250E KC.ROV. FLO+:DA 32746 PHONE 4D7 m-0365 FAX 407 301-1366 S SHEATHING CAULK BETWEEN BY OTHERS VINDGV FIN L SHEATMING INSTALLATION ANCHOR B SCREV STUCCO DR SIDING BY OTHERS -_ PERIMETER CAULK BY OTHCRS GLAZING (TYP.) SEE NOTE 7) VINDOVHEIGHT PERIMETER CAULK — By OTHERS INSTALLATION ANCHOR XB SCREW STUCCO OR SIDING BY OTHERS CAULK BETWEEN VINDOV FIN SHEATHINGtSHEATHING BY OTHERS TvO BY VOOD I• MIN. 9Y OTHERS iCH5EDHENT' IIIv n 1/4' MAX. SHIM SPACE SHIM AS REO'.D. FIN TYPE (SEE TOTES) viNDOW FRAME HEADER L'INDOW WIDTH 24' D.C. MAX. A II (TYP•) WINDOW FIN TYPE HEIGHT WINDOW FRAME SILL MARBLE SILL S700L By 24' O.C. OTHERS MAX. (TYPJ 1/4' MAX. r SHIM SPACE T SHIM AS SEE MOTES) I'Min EEMBDMENT Tv0 BY vODD BY OTHERS SECTION A —A WINDOV VIDTH TVO BY VOOD By OTHERS SHIM AS REO'D. SEE NOTES) GLAZING (TYP:) — SEE NOTE 7) FIN TYPE WINDOW FRAME JAMB EQUALLY SPACE ANCHORS (TYP.) A 6- MAX. TYP,) 6' MAX.(T YP.) J L L VATION VIEWED FROM EXTERIOR r1 .i . l F..rr'.:.:i: Ei. uGuoCR.c*A MAX. CAULK BETVEEN SHIM SPACE VINDOV FIN r- t SHEATHING i I' MIN. EMBEDMENT L-SHEATHING BY OTHERS PERIMETER CAULK INSTALLATION 8r uTHCRSERS STUCCO OR ANCHOR B SCREV SIDING BY OTHERS SECTION B—B 1 SHIMHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. Z) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF I- INTO WOOD FRAME MEMBER. 4) USE SILICONIZED ACRYLIC CAUL( BEHIND WINDOW FIN AT MEAD. SILL k JAMBS. USE SIUCONIZED ACRYLIC CAUL( FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDOW FRAME. 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CLASS CHARTS. 7) INSTALL INSTALLATION FATENERS AT 6- MAX. FROM CORNERS AND MAX. 24" O.C. DESIGN PRESSURE, CAPACITY OF INSTALLATIONS WITH ANCM.DR SPACING AS STATED, IS 70.0 PSF FOR ALL AVAILAB'F SIZES UP TO 119' X 49 5/5' MAX. REV DESCRIPTION DATE INN IFLORIDA EXTRUDERS I' SANFO DO FLO 'IDA, TITLE: INSTALLATION'DETA:L W/ #8 SCREWS HORZ, SLIDING FIN WINDOW XOX CONFIGURATION- SERIES 1000 i DRAWN BY: BB A0ROVED BY: DATE:12/I7/01 SCALE:N. T. S. DWG.: FLEx0029 PRCPARCD SY: PRODUCT 6 AP ICATION ENGINEERING, INC.. 250 INTERNATIONAL PKVY.- SITE 250, MCATHROV. r-b=:)A 3Z746 PHONC 407 803-0365 FAX 407 BC5-0366 CONCRETE OR MASONRY OPENING' By OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANG- I. WOOD BIK STUCCO By OTHERS PERIMETER CAULK W.H. BY OTHERS WINDOWHEIGHT) GLASS (TYP.) SEE NOTES7 PERIMETER CAULK — BY OTHERS L CAULK BETWEEN VOOD ONE BY WOOD CONCRETE OR ITAPCON LOCATION CHART BUCK L MAS•Y. OPENING INSTALLATION ANCHOR BUCK 91 OTHER$ MASONRY OPENING 3r OTHERS J/16' DIA. TAPCON - Br OTHERS CALL TIP TO L CA,f N$ IN MEAD OrAT10N5 IN ,IAMB B.v, I-vr MiN P5r oPSr SoaLr J ny Jonr oa;r SUCK v(OTH) EMucMar TO T 70 TO TO TiSIZETIPoQ 1/4• SHIM I SP< r ] e r AA P l 7 SPA L nA x.''''7I th2 2E 1/2 % 26 C 'C C C.n C,HC-I/!' MIN. FLANGE TYPE I IH3 26 1/2 X 38 J/e C C C G.H G H C M MSEDMENT vInIDOW FRAME SHIM AS R''0'D. G NUJGJAMB (S£E NOTES) I ItH45 26 1/2 X 56 S/a C C c G.H G,H GH.I.J INSTALLATION ANCHOR. 1H5 26. 1/2 x 63 C C C GI( G,HJ,J GH1,J 3/16• DIA. TAPCON IM6 26 1/2 % 72 C C I C G,M G.H,I,J G M,I.J 1/4'SHIM 17 2 % 6 .H .H s PACE MAX. 1 23 7 x 3e J/t C c c c.G.M.I. c_MJc,H,J RIGIDVINYL2437X505/8 C C C G,M G.J GLAZ: NG*JEAD 7 ^45 37 X 56 1/4 C C C C,H G.HJ,J 25 37 x 63 C C C G,H G,HI,J G.HI,J G' AS$ (TTP.) 26 3. Y 72 C C C G,H.I,J G.H.I.J E,F.G.H.I.J SEE MOTES) 1/a x o ., U,n 0 33 53J 1/8 x 38 3/8 C e,C e.0 G.H G,H G,H,I,J 34 53 1/3 X 50 5/8 C B.0 3 G.H C.H,LJ G!(,LJ 17, I 3<5 53 1/3 x 56 1/4 C B•C I 3.0 G.H,LJ G,HJ.J E.F,;,M,I•J 35 53 1/8 % 63 C B.0 e.0 G.H,I,J G.H,I,J EF,v.H,I,J SHIM AS REOD. 36 3 1/ x » C e.0 I -e.0 G.MLJ E.F,G.H,LJ E.f ;.H!.J SEE NOTED 2 CAULK BETWEEN I B. M. D23 71 % }$ 3/8 B,C B,C A,3,C,G G.T".."'J G. MJ,J GH,7,J WINDOWFLANGE 'A,3,C.O C,HG.MJ.J E.F,C.N I•J BUCKD:< 74 X SO s/a B.c e.c FLANGE TYPE HCIGHT) L WOOD BUCK O 0245 74 X 56 1/4 B.0 eC A.B,C,G G.MF,G.H.I,J WINDOW FRAME 025 7i X 63 e,C B,C A,B,C,Q G.NF•G.H,I,J E.F,G,H,I,J- fl HEADER PERIMETER 06 74 x 72 B,C e,C A.3 .0 C.HF.EF.G M I.7• Cy RIGID VINYL GLAZING BEAD T YP.) FLANGE TYPE WINDOW FRAM SILL CAULK BETWEEN p_ / p VINCOV FLANGE L PRECAST SILL p V/ VVLKEM 116 PRECAST SILL SECTION A_A ADHESIVECAULKBYOTHERSOR APROVED EOL. W. W. A— A B C D W. H. G B A ELEVATION VIEWED FROM EXTERIOR E CAULK STUCCO 2OW20W 24 X 24 BY OTHERS HY OTHERS 20M30M 24 X 36 C C c G,H G,M G.H 20M4OM 24 X 48. C C C G,M C.M GA V.V. VINDOV WIDTH) CAULK BETWEEN 2OM46M 20MSOM24 X 54 24 X 60 C C C C C C C, M G, H G,N G,N O.M.I,J SECTION B—B WOOD BUCK L MAS' Y. ICU60. 4 X 7 C C C cH G.MJJ CHIP' OPENING NOTES; BY OTHERS 30M20M ou3oM 36 X 24 36 x 36 C C C H G. H H C. M H I) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR. MAX, A_LOWABLE 3OM40M 36 X 45 C C C C,H G,H.I,J G,H.I,J SHIM STACK TO BE 1/4-, 3OM46M 36 X 54 C C C C.H C.H.w O.MJ.J 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3OM60M 36 X 72 C C C G.HC.J,J G.I1J,J E.F,G.HLJ 3) INSTALLATIONANCHORMUSTBEOFSUFFICIENTLTH. 10 ACHIEVE MIN. 4 M M EMBEDMENT OF i-1/4 INTO MASONRY OR CONCRETE. 4Ou}pu 48 % 36 C C 9.0 G.H G,H• G,N,I,J 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD & 40M40M 48 X 48 C C e.0 G.H C,MJ.J' JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 40M46M 48 X 54 C C 3,C G.M G.MJ,J G.M,I,J 116 ADHESIVE CAULK OR APPROVED EQUAL. 40W50M 48 x 60 C C 9.0 G,H.I,J C,MJ.J E.F.G.H,I,J 5) USE SILK:ONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND 40M60M 41 % 72 C C 3.0 C.H I,J E.F G,H I J r FG.H I EXTERIOR OF WINDOW FLANGE. 4 rM=M 54 X 24 c G,H 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE 4616130M 54 X 36 C 9.0 3.0 G:H G,H CIJIJ ANCHOR OVANTITY LISTED WITH NEXT LARGER SIZE. FOP THE 46M40M 54 x 48 C B,C B.0 C.H G,MJ•J G,M,I,J APPROPRIATE DESIGN PRESSURE REO'D. 461J46M 46M5OM 54 X 54 54 x 60 C C e, C B.0. B.0 e.0G,H.I,J G,H, I.J G.HJ, J G.HJ. J E.F, G.H.LJ E.F, G,H,U 7) GLASS THICKNESS MAY VARY PER THE REOVIREMENiS OF ASTM E1300 46M" V S4 '% 72 C B C 3.0 MI i MI F H Ij GLASS CNAP, T$.. O42ON B. G.H G.H Gm 8) LETTER DESIGNATIONS ON THE TA..PCON LOCATION CHART INDICATE SOM30M 60 X 36 C B.0 9.0 G. 0!( GJ4,I,J WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE 5OU40M 60 % AS C B,C e.0 0.H C.MJ.J G,MI,J EXTERIOR ELEVATION AS A KEY, 50M46M 6C X 54 C B,C 3.0 G,H,I,J G.HJ.J E.F.G.HJ 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR 50M50L( 60 X 60 C B,C e,C G.H,I.J G.HJ.J E.F,G,M,I,J SHOULD BE FILLED WITH 18 SCREWS OF SUFFICIENT L M, TO PROVIDE 5OM60M 60 x 72 C B,C B.0 G.H,I,J E.F.G,M,I,J E,F,C.H.I,J MIN. 5/ 8 IN. EMBEDMENT INTO WOOD BUCK, M M 56L130M 0R 66 X36 e,C B,C A,3,C.D C,H G.M N G. H. I.J IC) APPLICATIONOFWLKEM116ADHESIVECAULKATFRAMESILLMUST6M4OM66 X 48 B c eC A,e.C,O G.M G,MJ,J G.N,LJ COMPLY WITH SEALANT MANUFACTURER.'$ P.ECOMMENDAT:ONS. S6M46M 66 X 54 8.0 B.c A.3.C.: G.H,LJ I GI4,I,J E,F,C.M,I,J t;) ONE ADDITIONAL FIELD DRILLED & INSiALLED ANCHOR IS REO'O. IN 5SM50M 66 X 60 E.0 B,C A.S.C.l'. C.H!,J E.F,G,H,LJ F,G.n,LJ EACH JAMB ON THE FOLLOWING SIZES: -D25" (73 x 62). 'D26" 4-6M60M 66 X 72 e C B.0 A.3.C.0 G.M,I.J E.F,G,HJ.J E F.G.n,I,J• 73 xr 71), "56M60M- (65 X 71), &-50M6OM" (71 .x7l). PLACE 60M- M e. H U. N ANCHOR BETWEEN ANCHORS G AND I" AND BETWEEN ANCHORS H 60M30M 72 X 36 e`c e,c A,3.C.: G.H G,M G,HI,J AND J OVER 55 PSF ONLY. SOLI40M 72 X AS B.0 B c A.9,C.: G.M G.HJ,J G.M,1.J 12) WHERE INSTAL! ED IN MASONRY OPENING WITH A $TRUCTUAL 601A46M 6OM5'0M72X 54 72 X 60 e.c C e c B.0A.-B.C., A.3. C.i C,H, I,J G.H, I,J G.H, I,J E:F, G,N.I,J E,F. G,H,I,J EF.G, H.I,J F' WOOD B TWO BYWOODBUCK, US % 10 SCREWS OF SUFFICIENT LENGTH TO M V 72 % 72 B.0 B f R.C.: G.H I.J , E.F.GH I.J ACHIEVE 1- 3/8 MIN. EMBEDMENT AT 14L IN$TALlAi1ON FASTENER mADDITIONAL AN LiORS RE—D. SE NOTE 11 LOCATIONS. ONSIZESNOT- 0 IN NOTE (1I ADD A i10 SCREW H ' ANCHOR TO EACH JAMB FOR NOTED DESIGN PRESSURESNTERNATIONAL, FLORIDA EXTRUDERSIINCB CLtl• ITLALT ,,,_ SANFORD, FLORIDA J b A LWAC'&.'LTjMj3 TITLE: INSTALLATION DETAIL W/ TAPCONS fV tHORZ. SLIDING FLANG_ WINDOW SERIES I000 DRAWN BY. BB I APPROVED BY: a;k_ Lt DATE: 10/23/01 CALE:NTS DWG.: FLEX00?0 PREPARED BT. P?ODt!_T L APPLICATION E.VGINi_k:N:. INC. 250 INT RNA'I:NAL PXVY_ IJITE 250. MCAT-AOV, FL'-i:D•< 32746 PHONE 4:7 605.0363 FAA 407 H05.03di CAULK BETWEEN ONE BY WOOD CONCRETE OR WOOD BUCK L DUCK BY OTHERS MASONRY OPENING MAS-Y. OPENING BY OTHERS BY OTHERS CAULK BETVEEN WINDOW FLANGE L WOOD BUCK j j I-1/4' v e A EMBEDMENTENT I I INSTALLATION ANCHOR 3/16' DIA. TAPCON STUCCO J BY OTHER SHIN REO'D.: 1/i' MAX. PERIMETER SEE NOTES) . CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER RIGID VINYL GLAZING BEAD 1. (TYP.) OW GLASS h (T YP.) (SEE NOTES B.V. y,1-1/1, MIN. BUCK WIDTH) EMBEDMENT INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA. TAPCON p DUCK BY OTHERS STUCCO By THERS SHIM AS REO'D. RIGD V(NYl 1/A' MAX IGLAZNG BEAD ( SEE NOTES) L' GLASS TYP3(SEE NOTES FLANGE TYPE WINDOW FRAME , JAMB CAULK BETWEEN s> WINDOW FLANGE pERIME TER L WOOD BUCK CAULK BY OTHERS I V.V. IWINDOWWIDTH) I B.N. BUCK CAULK BETWEEN HEIGHT) WOOD BUCK L — CAULK BETWEEN WINDOW MAS'Y. OPENING FLANGE L PRECAST SILL BY OTHERS V/ VVLKEM 116 ADHESIVE CAULK. OR APRV'D. EOI. pSECTIONB—U FLANGE TYPE CONCRETE OR PERIMETER CAULK WINDOV FRAME SILL MASONRY OPENING BY OTHERS Br OTHERS mow- a W.W. • PRECAST SILL — a Q - QBYOTHERS A A B C NOT'C, SECTION A-Aa 1) SH1M AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE • . SHIM STACK TO BE 1/4-. D E 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE 4 ' MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. gA) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD 1 , K & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRACE WITH `/ / [ VULKEM 116 AOHESNE CAULK OR APPROVED EQUAL. ti% f 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND ../,M. EXTERIOR OF WINOOW FLANGE. F G 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOVIREuENTS OF A' 1' E1300 CLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDIGTE c WHERE TAPCON ANCHORS APE TO BE INSTALLED WHEN USING THE L_' TARCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMS SIZE SIZE 30Psr TO AOPSr A 1 Psr TO 70PSF 30,sr, TO 60Psr A 1 Ass TO 7;.,sr 12 18 1/3 z 25 8 8 F.0 FAG 13 16 1/8 x,37 7/e 8 B F.6 F,G I t6 t/6 x 49 5/6 8 B F,C F,0 145 18 1/8 x 35 1/4 8 B F,G F.G 15 18 1/3 x 62 8 8 F.G • r,G 16 18 1/8 x 71 8 8 F.G F.C.M. 17 53 F.G F G J!1 IH2 25 1/2 X 25 8 B IH3 25 1/2 X 37 3/8 8 8 F.G F.0 IH 25 1/2 x 49 3/3 8 B F,G F,C.H.1 IH45 25 1/2 z 55 1/4 8 8 F.0 f,C.MJ IMS 25 1/2 X 62 8 8 F.G F,G,MY 1M6 25 1/2 x 71 8 8 F,G F,C.HJ 1M7 25 1 7 x 83. B 8 F.C.J.K F.G,J.K 30 1/2 . 26 29 1/2 X IS 30 1/2 . 38 3/6 29 1/2 x 37 3/8 8 8 F,G F,G 30 1/2 . So 3/8 29 1/2 X 49 5/8 8 B F,C F,C.HJ 30 1/2 . 56 1/4 29 1/2 x 55 1/. 8 B F.0 F.G.e.1 30 1/2 . 63 29 1/2 x 52 8 6 F.G F,C.MJ 70 t/2 . 72 29 1/2 x 71, 8 8 F,G,H.t F.G.H.t 30'1 7 84. 29 1/2 X 83 8 B F.C.J.K F,G,J.K 36 11 25 23 36 x 37.3/6 6 B F.G F,G 24 36 X 49 5/8 8 B F,0 F,C.HJ 245 36 X 55 1/. B B F,G F,G.h,1 25 36 X 62 B 8 F,GJ4,1 ' F,G.HJ 26 36 X 71 8 8 F.G.M•1 O.E.F.GJ1J 7 36 X 53 8 8 F.GJ.K s , 26 2 . >e 3/e st X 25 AI X 37 3/6 8 8 F,G SD 5/5 1'x 49 S/e 6 8 F.G F.C.MJ 42 . 56 1/4 41 X 55 1/A 8 B F,O,M,1 F,C;M,1 42 a 63 Al X 62 8 8 F,GJ(.I O,E,F,GJtt A2 72 Al X 71 8 8 F,C.M,1 O.EF.GJ•J A A A l X 83 F C J K F•C.HI,J.K 18 . 26 47 X 25 8 A.0 F. 8 . 38 3/8 47 X 37 3/8 8 A.0 F,0 F,C.HJ 8 . 50 5/3 7 x .9 5/8 8 A.0 F.0 F.C.HJ 8 56 1/. 7 X 5S T/. 6 A,C F,O,M,I F,G,H.1 Ad , 63 47 X 62 B A.0 F,C.H.1 D.E.F.cr+,1 48 . 72 7 x 71. 8 A.0 F.G.HJ O,E.F,G.HJ A A A7X8J P A r r nr Mx 32 52 1/5 X 25 8 A.0 FAG F,G 33 52 t/6 x 37 3/8 8 A.0 F,G' F,G MJ 3' 52 1/e x A9 3/8 8 A.0 F,G.HI F.C.M., 345 s2 1/8 z ss 1/• 8 A,C F.G,H,1 O.E.F,G.H.I 35 52 1/8 x 6Z 8 A,C F,C.H,1 DA.F,G.M,1 36 52 1/8 x 71 8 AC F.C.H.I O.E.F.G.MJ 37 S2 I/8 X 8J 8 AC F,G.J.K D.EF,C.JK.J.K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON i J , INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA ANCHORSHOULDBE, FILLED WITH 18 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD SUCK, A 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS TITLE: INSTALLATION DETAIL PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE Hur+cs. ELEVATION SGL, HUNG FLANGE uINDOvS— SERLES 1000. 1500 l: 2000 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE 110 SCREWS of SUFFICIENT LENGTH TO ACHIEVE 1-3/8- MIN. EMBEDMENT AT VIEWED FROM EXTERIOR I ' DRAWN BY.: BB APPROVED BY: 10/ 09/O1 ALLINSTALLATIONFASTENERLOCATIONS. DATE: I SCALE: N T S I DWG.: FLEX0016 PRE? AREO B': PROOVCT i APPLICATK)N ENGINEERING, INC.. 250 WTERNATKNAL PKY., SURE 250, MEATHROW, rLORtoA 327.6 PHONE 407 803-0365 FAA 407 SCS-0366 i CAULK BETWEEN SHEATHING VINDOV FIN t BY OTHERS SHEATHING INSTALLATION ANCHOR 09 WOOD SCREW STUCCO BY OTHERS WINDOW HEIGHT PERIMETER CAULK BY OTHERS GLAZING (T YP.) SEE NOTES) PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR XB WOOD SCREW STUCCO BY OTHERS CAULK BETVEENNWINDOWFIN SHEATHING 6 SHEAT MING BY OTHERS SECTION A -A V MIN. CMBEDMENT TvO BY WOOD BY OTHERS SHIM AS REO'D. I (SEE NOTES) 1/4' MAX. SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING (TYP.) SEE NOTES) FIN TYPE WINDOW FRAME SI IARBLE SILL STOOL BY OTHERS t WINDOW WIDTH I/4' MAX. SHIM SPACE . SHIM AS REO'D. TWO 8Y WOOD SEE NOTED STUD BY OTHERS T1C.TrT, [.\ F , IC 'LJ\.Y+a I'll. Jl.'1J. • - r S s teTlf T` I' MIN. EMBEDMENT TER GLAZING (T) jjyti (SEE NOTES) vINDOv A-- I EOUALLY SPACE ANCHORS (TYP.) 6 TYP.) 6' MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR SHEATHING' BY OTHERS FIN TYPE - CAULK BETWEEN WINDOW FRAME - WINDOW FIN 6 SHEATHINGJAMB PERIMETER INSTALLATION ANCHOR CAULK *B WOOD SCREW BY OTHERS STUCCO BY OTHERS SECTION B-B NOTES. . 1) SHIM AS REO'D, AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. _. 2) WINDOW 'FRAME MATERIAL: ALUMINUM ALLOY 6063: 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMKI)MCNT, OF 1' INTO WOOD BUCK. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL @JAM?S. , 5) USE SILCONIZEO ACM C CAULK FORI PERIMETER SEAL . AROUND EXTERIOR OF W'NDOW FRAME. - 6) IF EXACT WINDOW SIZE IS NOT LISTED 'IN ANCHOR. CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTSOFASTM E1300GLASSCHARTS, 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNC.(S SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. - iv0 WOOD BY OTHERS REVS DESCRIPTION DATE INI FLORIDA EXTRUDER INTERNATI SANFORD FLORIDA - I' MIN. EMBEDMENT ^;,,,.; TITL.E:INSTALLATI_N DETAIL W/#8 SC-REWS SING: E HUNG FIN WINDOW SERIES 1000,1500, € 2000 rll' wv •' DRAWN BY: BB JAPPROVED BY: DATE: 12/13/01 iSCALE: N. T. S DWG.:FLEX0026 SHT I OF 2 PREPARED D•PRODUCT t APPLICATICN CN61NCCRING. INC. MO INTERNATIONAL PKVY., SUITC Y50, 1,47nR I, FLORIDA 32746 'PHONE 407 605-0365 FAX 167 605-0366 F CONCRETE OR MASONRY OPENING BY OTHERS ONE BT WOOD BUCK BY OTHERS CAULK BETVEE! VINDDv FLANCL 6 VGCD BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) SEE NOTES' V 3+. JjNDOW PERIMETER CAULK BY OTHERS v INSTALLATION ANCHOR 3/16' DIA. TAPCON CAULK BETWEEN P UCK 6PENING RS J'I/A' MIN. O En 3EDncrlT I B.v. cBuCK WIDTH) SHIM AS RCO'D. I/4' MAX. SEE NOTES) GLASS IT rI ) SEE NOT E S) bj c i6w zpl vt s SHIM AS REO-D. Q_ # SEE NOTES) FLANGE TYPE WINDOW FRAME W.W. RIDGED VINYL A GLAZING BEAD B.H. CHEIEIGHTHT) RIDGED VINYL GLAZING BEAD FLANGE TYPE WINDOW FRAME B RIDGED VINYL GLAZING BEAD 1 .1N. , j (NYCDKNf CONCRETE OR MASONRY OPENING BY OTHERS D INSTALLATION ANCHOR 3/16' DI A..IAPCON .. 0 ONE B7 VDCD • v BUCK BY OTHERS FLANGE TYPE WINDOW FRAME v CAULK BETWEEN PERIMETERWINDOWFLANGE CAULK6WOODBUCK BY OTHERS CAULK BETWEEN WOOD BUCK L V.V. MAST. DPCNING WINDOW MOTH) - 6Y OTHERS STUCCO BY OTHERS SECTION B—B ZS' O.C. MAX. (TTP) 6' MAX. <TTP) A ---*j ELEVATION VIEWED FROM EXTERIOR a. I a CAULK BETVCEN WINDOW FLANGE L PRECAST SILL V/VULKEM 116 PRECAST SILL ' ADHESIVE CAULK BY OTHERS 1p APRV'D. EOL. SECTION A —A.., NOTFC: 1) SHIM A6 REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/a-. 2) WINDOW. FRAME MATERIAL: ALUMINUM -ALLOY 6063. 3) 3/16" CIA. TAPCON INSTALLATION ANCHORS .MUST BE OF SVFFICIENT LTH., TO ACHIEVE MIN. - EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. - s) USE SILICONIZED INACRYLICCAULKBEHINDWINDOW FLANGE AT HEAD do JAMBS. $Ill MUST BE ATTACHED TO THE SUBSTRATE WITH VVLKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE S41CONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6)-IF EXACT WwDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR 16UANTITY -LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESICN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS. CHARTS.. 8) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C.. /8 SCREWS:!OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK SHOULD BE INSTALLED. 9) FLORIDA EXTRUDERS 100C SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. -- ` 10) SEE BACK OF THIS SHT. FOR INSTI N ANCHOR REQUIREMENTS. 11) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUµTWO BY WOOD BUCK. USE A10 SCREWS .OF SUFFICIENT LENGTH TO ACHIEVE 1-3/5- MIN. EMBEDMENT, 13) WINDOW UNITS CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MVLLION INSTALLATION SHEETS FOR REQUIREMENTS. FLORIDA EXTRUDERS. INTERNATIONAL RIDa . TITLE: INSTALLATION D=TAIL W/.ONE BY BUCK FIXED,.FLANGE. WINDOW - SERIES 1000 a 2000 1 DRAW?' BY: PB APPROVED BY: 1. 2002 DATE: 10/22/01 SCALE: TUTS DWG.: FLEXOOIB SHEET 1 0. 2 PREPARED 6Y:'PR000CT TECMNOLOGr CORP.. 250 MTERNATIONAL PKWY. SUITE 250. HEATHROW, FLORIOA 32746 PHONE 407 505-0365 .FAX 407 305-:366 SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN L SHEATHING INSTALLATION ANCHOR I18 SCREW EXTERIOR FINISH BY OTHERS —\ PERIMETER CAULK BY OTHERS WINDOWHEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR r8 WOOD SCREW EXTERIOR FINISH BY OTHERS GLAZING cSEE NOTE 61 CAULK BETWEEN WINDOW FIN SHEATHING I•MIN. EMBEDMENT SHEATHINGSHEATHING BY OTHERS SECTION A -A I• MIN, BCOMENT WOOD FRAMING rBY OTHERS SHIN AS REO,O. C,EnjjAL FLOnWA $-®.,,- SEE NOTES) PISIn• HAx." JFAC-TURFAI U SHIM S?ACE D MASTER F jj ya7 YY 11:L-:1C GLAZING SEE NOTE 6) BUCK HEIGHT FIN TYPE WINDOW FRAME SHIM AS REO'D, IAA• MAX. SEE NOTES) WOOD FRAMING BUCK BY OTHERS EXTERIOR FIN TYPE WINDOW FRAME A - J ELEVATION VIEWED FROM EXTERIOR WINDOW WIDTH I SHIM MAX, SHIM $PACE VOOD FRAMING BY OTHERS w SHEATHING BY OTHERS INSTALLATION ANCHOR IIB SCREv CAULK BETWEEN WINDOW FIN t SHEATHING SECTION B-B PERIMETER EXTERIOR FINISH CAULK BY OTHERS BY OTHERS NOTES 1) SHIM AS REO'D. AT WITH LOAD BEARINGS SHMACH INSTALLATIONMAX. ALOWA84E SHIM STACK TO BE 1/4-. 2), WINCOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF 1' INTO WOOD FRAME. s) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND. EXTERIOR OF WINDOW FRAME. 5) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 CLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING CLASSALSO OUALIFIED. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE T WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 15W AND 1900 SERIES PICTURE WINDOW.' B 8) SPACE INSTALLATION ANCHORS AT 6" MAX. FROM CORNERS AND MAX. 24" O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, WITH ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73" X 71" OR 63" X 95" OR 119' X 37-3/?- MAX. 9) WINDOW UNIT CAN BE .MULLED TO OTHER UNITS USING ALUMINUM TU°E MULLION. SEE MULLION. INSTAL ATION SHEETS FOR RECIREMENTS. BY: PROOVCT TECHNOLOGY CORP., 250 t / 1 3/UL' (SCALE: N. T. S.IDWG.: FLEXUUJU PKW, SURE 250. LAKE MARY, FLORIDA 33716 PHONE 407 605-0365 FAX 4.07 805-0366 CAULK BETWEEN WINDOW FLANGE t VOOD BUCK CONCRETE OR MASONRY OPENING By OTHERS j KT EFIM:$N 9rDT;T- •S PERIMETER CAULK BY OTHERS WINDOW FRAME MEAD wwDOw HEIGHTEXTERIOR VINDOW FRAME — SILL PERIMCTER CA-LK BY OTHERS EXTERIOR FINISH — 9Y OTHERS CAULK BETVEEN VOOD BUCK t MASONRY OPENING BY OTHERS ONE BY WOOD BUCK IT OTHERS INSTALLATION ANCHOR M6' DIA. TAPCON Q I '— MIN. EMBCOMENT 1/ 4• MAX. SHIM SPACE SHIM AS REO'D SEE NOTES) GLAZING ( TYP. SEC NOTES) CAULK SCTWEEN WINDOW FLANGE 4 tWOODBUCr.,, CONCRETE OR \ MASONRY. CAULK BETVEEN BY OTHERS VIDEO BUCK t MASONRY CPEMING C P*C TIO N A — A BYOTHERSINSTALLATION ANCHOR 3/16' DIA, TAPCON SHIM AS REO'D.. SEE NOTES) Nnyl. 1) SHIM AS REO.O AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWAaLE SMIM STACK TO BE 1/4•. 2) WINDOW FRAM: MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16' Du. TAPCON INS ALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN, EMBEDMENT OF 1-1/4INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6• FROM CORNERS h 24• O. .C. MAX. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAFC(%N ANCHORS SHOULD BE FILLED WITH /8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EAIEEDMENT INTO WOOD aUCK. A) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK. USE / 10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 /.• MIN. EMSEOME,NT AT SAME SPACING STATE? IN NOTE 3. 5) USE SiUCONIZED ACRYLIC CA'•JLK BEHINO WINDOW F_ANGE A: HEAD. SILL JAMBS. 6) USE SILICON :ED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW F' aNvE. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CLASS. CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAUFIED. 8) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. 3UILD DOWN MUST BE OF SUFFIECIENT S7RENOTH TO AOEOUATELY TRANSFER LOAD FROM WINDOW TO THESTRUCTURE. 9) FLORIDA. EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 10) ELEVATIONS $ MOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTuREO FROM THE 1000. 1750, 6: 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED 1O 071HER VNITS USING ALUMINUM TUBE MULLION - SEE -MULLION INSTALLATION SHEETS FOR REOUIREMENTS. y A L 1 4' MAX. EXTERIOR ELEVATION SHIM SPACE icz a SHIM AS REO'D SEE NOTES) WINDOW FRAME JAMB GLAZING ( TYR. SEE NGTCS) 1/4' MAX. — SHIM $FACE I Y PERIMETER CAULK BY OTHERS EXTERIOR FINISH J BY OTHERS WINDOW WIDTH 1-1/ 1' MIN. F. EMBEDMENT ONE BY WOOD BUCK BY OTHERS INSTALLATION ANCMCR 3/16• Di A. TAPCON CAULK N K tv'7SUCKtMAS'Y OPENING BY OTHERS I I CAULK BETWEEN WINDOW FLANGE l WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS SECTION B- B WINDOW WIDTH A A EXTERIOR ELEVATION t HEIGHT B B 4 FLORIDA EXTRUDER' INTERNATIONAL, FLORIDA It' 1/ A• MI". SANFORD, F[ DA EMBEDMENT + W: I ONE BY WOOD M[ I A L . _ J %i TITLE -FLANGE INSTALLATION DETAIL CONCRETE HEADER V/) BY F: CK BUCK BY OTHERS lli— '0 f "v" DESIGNER FIXED WINDOW 1000, 17.50, & 2000 SERIES cs _ I iA, gg rl"y' DRAWN BY: BB APPROVED BY: i 1;?) 1 -. .:.- DATE:02/12/02 SCALE: NTS DWG.: FLEX0035 t-0 $ 1..r-.}KI ICC» l (?'. IN Mrs Ml- Rvl. L^.( t"- f'WIM U'- .•4c yY xs'-3 .r .Rr KS•t%A I INSTALLATION ANCHOR ONE BY BUCK A;D $CREW BY OTHERS CAULK BCTWCEN VINCC'J BUILD DOWN rLANGC L SEA-INC BY OTHER! N c. O'c' CALSO APPLES TO SILL) 1) SHIM AS PLOD. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. WOOD <: 'F.) SHIN STACK TO BE t/A', BT OTHERS31 INDWA7 R2IWINDOWFRAME MATERAI' ALUMINUM ALLAY 606}. 1-}/$' MINIIII TAPCQN INS ALLATIO'N ANCHCRS /J $ILL MUST BE OF SUFFICIENT LTH. TO ACHi--,E WIN.EMBEDMENT OF 1-1/4• INTOEMBEDMENT MASONRY OR CONCRETE-. /10 INSTALLATION CREWS AT HEAD "JAMBS MUST BE OF SUFFIGENT LENGTH TO ACHIEvE 1-3/8• EXTERIOR r1NISM - MIN, EMBEDMENT INTO WOOD FRAMING AND BUrL. DOWN WHERE REOuIRED. BY OTHERS INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 IN. FROM CORNERS & 24 IN. O.C. AAX. A) USE SR.ICCHUZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD. SILL & JAMBS. I 5) VSE SILICON2 ED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF l WINDOW FLANGE. F- IKA" MAC 6) CUSS THICKNESS MAY VARY PER Tr£ REOUIREMENTS OF ASTM E7300 CLASS SHIM SPACE CHARTS. SINGLE GLAZING IS SHOWN. INSVLATING CLASS IS ALSO OUALIFIED. 7) BUILD DOWN AROUND CURVED PORTION Of WINDOW FRAME 70 BE .ENGINEERED BY OTHERS. Buy DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. S) FLORIDA EXTRUDERS IDOO SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO PER:MCTEP CAULK APPLIES TO FLORIDA EXTRUDERS 1750 SERIES h 2000 SERIES.- 17 'TMERS a ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE Of SHIM AS PEO'D THS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL SEE NG7E$) CQNFM.URA710NS THAT CAN 6E MANUFACTURED FROM THE IOOO, 1750. h 2000 SERIES DESIGNER FIXED W.NOOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN AL50 BE MULLED TO OTHER UNITS USING ALUMINUM TUBE VINCOV FRA).E MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. KAD WINDOW HEIGHT EXTERIOR GLAZING (TYP. SEE NOTES) - V;NDOV FRAME; I SILL PERIMETER CA, LK SHIM AS REO•D - B7 OTHERS <SEE NO Ex'ER:CR - CAULK BETVCEN - eVINDO•: rt. NGE QLONEBYWOOD BUCK CAULK 2E7 CEN WOOD 5-.:x L NASD+¢. OPENING BY OTHE 'S CONCRETE OR q F rTIO N A- AN4$ONPv - BY OTME•S BUCKHEIGHT 1 SHIMa S;:%__-CE EXT; FJOR ELEVATION a 1 LI-1/.-ML,CENTRAL FLORIDA .B.G.A.F. ` EuSEDMEN 1 I bYANiJFA //AVA ONE ByUCCD r-• `- "" N1:.1T1Ti; BUCK' BY OTHERS. F` I R .. • n F•x q; i C L MAST GIB FILEINSrALATIONANCyR - 0/16' 'IA. TAPCON RUCK WIDTH TWO By FRAMING By OTHERS SHIM AS REC'D SEE NOTES) V:NDOV FRAME JAMS GLAZING (TYP• SEE NOTE,) PERIMCTEP CAULK - BY OTHERS V INDOV VID!H 1-3/8- MW. EMBEDMENT 1/A- MAX. HAx SPACE CAULK BCT:CEN TWO By RUCK L.CE7+CRETE By GTMCRS INS TALLA!IZN ANCHOR 0 SCRE': d CAULK BETWEEN WINDOW FLANGE t WO'DD BUCK Q a CO'NCRCTE OR- M.ASONRY BY OTHERS 5E CTION B-B CXTCR:CR FINISH BY OTHERS WINDOW WIDTH A WINDOW HEIGHT 9 6 I A. EXTEFIC E NATION uw.. aawv..wr .. I% P lw .-I, .ti Rv, fart xJ(. •C.l.AOV, IaRAIA. M'4 .•O[ M K:n%: Iu .YI .^•f%+ cHCATHING HY GTHERS IS :NSTALLATI'VN ANCHOR SCREV IT I' ,IN. EXTERIOR FINISH BY OTHERS PER:KETER CAULK - BY OTHCRS FIN.FRANC MCADER CKTERlOP, y J L 1/4• IMX. N3 INSTALLATION CAULK BEHIND FIN SHIM SPACE ANCHOR SCREV (TYP.) SHIM AS REO'D. Tv0 BY FRAMINGIiv0ByBUILDSEENOTES) BY OTHERS DOVN BY OTHERS CAULK BEHIND FIN FIN FRANC JAMB I j NoTr-;. SHIM AS REO'D. SSE NOTES) 1) SHIM AS REO-D. AOJACQNT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX, A-LOWA`LE $MIA STACK TO BE 1/4•. GLAZING (TYP, 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. SEE NOTES) 1/ N• MAL J) USE SiLICONIZED ACRYLIC CAULK_ BEHIND WINDOW FM AT HEAD, SILL k JAMBS. d ' L I' KIK IM SPACE A) USE StLICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. o EKBEDCKI S) GLASS THICKNESS PER THE REOwREG GLA OF ASTM E GLASS LAI G IS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED. QUASHEATHING . P6) SCREW ANCHORS AT HEAD, SILL k JAM!$ SHOULD BE /8 'SCREW$ OF SUFFICIENT BY CTMCRS LTH. TO PROVIDE MIN. I IN. MIN.. EMBEDMENT INTO WOOD FRAME. PLACE /8 EXTEPICR SCREW ANCHORS.6' FROM CORNERS AND 24• O.C. MAX.. EXTERIOR 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY FINISH BY OTHERS- TRANSFERLOADFROMWINDOWTOTHESTRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k.2000 SERIES. VINDOV VIPTH--; PERIMETER CAULK 9) ELEVATIONS SHOW COMMON CONFICU.RATIONS. IT IS NOT INTENDED TO LIMIT USE OF BY. OTHERS THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750. k 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS, 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE SECTION $-$ MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENT$, GLAZING ( TYP. SEE NOTES) PERIMETER CAULK FIN FRAME SILL BY OTHERS SHIN AS REO'D. SEE NOTES> i I I/•' MAX II II I $HiH SPACE EXTERIOR FINISH BY OTHERS tB INSTALLATION -I' ANCHOR SCREV,(TYP.) SHEATHING BY OTHERS IIII ` TVD BY FRAMING EXTERIOR ELEVATION BY OTHERS r R. .a • CAULK . BEHIND ij Jpprjjr64'e I' MIN. C•T(!y s""• f C" 3E DKHI SECTION A -A 2002 YANOOW A EXTERIOR ELEVATION FLORIDA EXTRUDERS SANFORD, FLORIDa TITLE: FIN INSTALLAT.10N DETAIL DESIGNER FIXED VINDOV 1000, 1750, & 2000 SERIES DRAWN BY: BB I APPROVED BY: DATE: 02/14/02 SCALE: NTS DWG.: FLEX0037 KAKI I,. M ' I(C.na• (a• m M•(M1P,A 4 8. AAR Imo. K.,—. "m. — •-c NY W03 Yu NI —.13 t I CONCRETE OR SHIM AS RE'C'D _ MASONRY OPENING (ICE NOTES) BY OTHERS CALK BETWEEN DOOR FLANGE 6 van BUCK CAULK BETWEEN PERIM=TER -OGD BUCK t CAULK DY MAS'Y, OPENING BY OTHERS pir.ERS 1 STUCCO 4 {1 er• OTHER IINSTALLATION ANCHOR R9 SCREW (TYP. WHERE - TAPCONS ARE NOT REO'DJ SLIDING GLASS DJOPFRAME - SILL INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR Ka SCREW (TYP. WHERE ONE BY WOOD TAPCONS ARE NOT REO'D.) BUCK BY OTHERS 1 1/6' MIN EMBEDMENT SLIDING GLASS DOOR FRAME r JAMB \ in • M HIM SPAPA CE TEMPERED GLASS TYP.) SLIDING GLASS PERIMETER DOOR FRAME CAULK BY HEAD OTHERS S.G.D. WIDTH TEMPERED GLASS (TYP.) DOOR HEIGHT EMBEDMENT A{ E , U d A 1-1/4' MIN. . d A 0 CONCRETE OR MASONRY OPENING BY OTHERS / CAULK BE.-WEEN WOOD BUCK t' MAS'Y.,OPENING BY OTHERS d .CAULK BETvEEN HOOK STRIP t; Q WOOD BUCK ONE Br.WOOD BUCK BY pT1(ERra STUCCO 7 BY OTHERS A. B.0.4F.TEMPERED GLASS • SECTION B UFACT1URErR tjJ' ( TYP.) SLIDING GLASS DOOR INTERLOCK MASTER FILE # _ .. HOOK STRIP DETAIL 1/4' MAX. SHIM SPACE1/6' MIN, I EMBEDMENT 11.7 TON:' BY WOO D BUCK BY OTHERS CAULK BETWEEN Q WGOD BUCK MA$'Y. OPENING BY OTHERS SH;M A$- REO'D. I (SEE NGTH) d INSTALLATIONS ANCHOR 3/16' DIA. TAPCON Q CAULK BETWEEN DOOR FLANGE t WOOD BUC, 4 CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR 3/16' DIA. TAPCON SLIDING CLASS DOOR HOOK STRIP I-1/4• MIN. EMBEDMENT T 1) DOOR MATERIAL. ALUMIMM ALLOY 6063. 2) TAPC13N TYPE INSTALLATION ANCHORS MUST BE OF SUFFICIENT LCNUTM TO ACHIEVE MIN. EMBCDHCMT Or 1-1/4'.INTO MASONRY OR CONCRETE. 3) ALTERNATE TAPCON INSTALLATION' ANCHORS -FRONT TO BASK IN ALL FRAME MEMBERS. A) TAPCON ANCHOR CHARTNCORCHART ON BACK OF THIS SHEET. i) VSC SILICONIZED ACRYLIC. CAULK SENT" DOOR FLANGE AT HEAD t JANIS. 6) VSC S"'CONIZED' ACRYLIC CAULK FOR PERIMCTCR SC.L AROLND'EATERIOR-OF.'DCUR.. 7) IF CxACT DOOR SIZE IS NOT LISTCD 1N ANCHOR CHARY. USE ANCHOROUANTITY,LISTED V1TM NCXT ._ LARGER SIZE.:fOR THE APPROPRIATE DESIGN PRESSURE RCO'D. B) FOR POCKET DOOR SIZES USC CLOSEST 91PA;S DOOR SIZE t CONFIGURATION TO FINISHED OPENING PLACC' TAPCONS. IN FRONT OF HOOK STR_P AS SMOvN ... ... ... 9? ' GLASS TNICKNESS MY VARY PER REOUIR:MENTS OF. ASTM_11000 GLASS CHARTS. 10) ALL FACTORY APPLICD HOLES NOT DESIGNATED FOR TAPCON ANCHOR SMOLtD BE FILLCO WITH .B SCREvS OF SUFFICIENT LENGTH TO PROVIDE MIN i/B' EMBEDMENT INTO WOOD BUCK.. ., 1:) DOOR UNIT IS APPROVEDUSING TEMPCRED GLASS IN SINGLE GLAZED OR INSULATING GLASS, IZ) JAMB Y SILL.CORNERS ARC TO BE SCALD V1TH A SMALL JOINT SEAM SCALER. ID) SHIN AS REO•D, AT Ea. SET' OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO, BE IA) ALL INSTALLATION ANCHORS MUST SC M;E DF CORROSION RESISTANT MATERIALS. 13) VMERE ' X' REPRESCN7S MOVING PANEL AND '0' REPRESENTS FIXED,PANF_L APPROVED A i- COWIGURATION3 ARC AS LISTED ON "COCA CHART ON BACK OF THIS SMELT. 16) NOTALL CCW!GRATI'y+S LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOWEVER INSTALLAII(N EXTERIOR ELEVA_: ON SECTIONS 'A -A•, "B-I', t NOON STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED. .; 2'PANEL DOOR SHOWN C@!IG) R.TIOMS. 17) INSTALL @{ TAPCCM IN CACN PAIR Or FACTORY APPLIED INSTALLATION HOLES VMLCSS NOTED OTNERVISE ON ANCHO: CHART. SEE BACK OF THIS SHEET.` 10) FLORIDA EXTRUDERS 1000 SERICS SLIDING GLASS DOOR IS SHOWN. THIS PR:NT ALSO APPLIES TO . 2000,SCRICS AND 300 'SERICS. ._. ... .... .... ..__..:... ._.. d A ° REVS DESCRIPTION DATE INI EXTRUDERS LIBERALLY APPLY \ '', - FL 0 R' I D AINT:. INC. - CAULKING UNDER SILL INSTALLATION ANCHOR - SANFORD F. OR SET RILL IN BED TrTLE: SLIDING GLAS'S .DOOR OF CONCRETE 3/16' DIA. TAPCON INSTALLATION WITH TAPCONS SECTION A -a DRAWN.BY: BB APPROVED BY: 4: _:... DATE: 10/2S/O1 SCALE: NTS DWG #: FLEX002i NMYre TA AKv, SUITCZ60. H<-rwov. FLOR:CA. 3r i_ A07-BCS•0063 TAX 107-8:5-0766 HE ATNING gr GTNERS STUCCO _/ OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'O'D SEE NOTES) CAULK BETWEEN DOOR FLANGE 6 SHEATHING INSTALLATION ANCHOR X0 SCREW TWO BY WOOD gr OTHERS V I-1/8' MIN. —) EMBEDMENT SLIDING GLASS DOOR FRAME HEAD 1/f' MAX. SHIM SPACE DOOR WIDTH /4' MAX, SHIM SPACE TWO BY WOOD 1-1/8 MIN. By OTHERS EMBEDMENT SLIDING GLASS DOOR FRAME JAMB \ SLIDING GLASS DOOR HOOK STRIP SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR. B8 SCREW TEMPERED GLASS TYP.) CAULK BETWEEN rE, DOOR FLANGE i SHEATHING i INSTALLATION ANCHOR B8 SCREW , TWO or WOOD BY OTHERS CAULK BETWEEN HOOK STRIA L j SHEATHING SHEATHING BY OTHERS PERIMETER SHEATHING ' CAULK BY by OTHERS TEMPERED GLASS OTHERS STUCCO w u TEMPERED I ( TYP.) _ .STUCCO OR SIDING. GLASS CTrPJ OR SIDING BY OTHERS r. r ^T ` _ ^ 9Y OTHERS SLIDING GLASS DOOR 1; iC_ :,. •' S_ INTERLOCK DOOR HEIGHT SECTION B-B oio>4 uDERs _ ... HOOK STRIR L: DETAI.: t, Ji SLIDING, GLASS. DOOR FRAME SILL o 1) W(`R )NTCRIAL: ALUMINUM ALLOT 6063. '. ...... .. ._., .. _.• 2) P9 INSTALLATION SCREWS MUST BE Or'SLrrIC1CNT LEMOTM TO ACHIEVE MIN EMBCDMCNT. Or 1-I/8'. INTO WOOD..TAPCON_TYK INSTALLATION AHFJ)GR3 AT. SILL MUST Be OF SUFFICIENT LENGTH TO ACHIEVE MIN CMBEDHENT INTO'M =,*YL CR'COMCRCTC.'.:: - -, 3) INSTALLATION ANCHOR CHART ON BACK'OF THIS SHEET." u VSE SILIC13NIZED ACRYLIC CAULK BEHIND DOCK rLANGE AT HEAD 6 JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR KRIMETCR SEAL AROWO. EXTERIOROr DOOR - 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE &KmER QUANTITY LISTCD WITH NEXT LARGCR SIZE. FOR THE APPROPRIATE DESIGN' PRESSURE RCO'0.'•_'-.__._._.:_... ..-. :.. 7). FOR PDCXCT DOOR SIZCS USE. CLOSEST BYPASS DOOR SIZC 6 CDKIGURATION TO FINISHED OPENING PLACE INSTALLATION ANCHORS, IN FRONT OF M.OK STRIP AS SMOWN _ .. 8) GLASS. THICKNESS MAT VARY PER REOUIREMMTS OF ASTM C1300 GLASS CHARTS _ 9) DOOR UNIT IS APPROVED USING TCMPERCD.GLASS IM SINGLE GLAZED OR INSULATING GLASS. --.' 10) JAMB / SILL CORNERS ARE TO BE SCALED WITH A SMALL JOIMT:'SCAN SCALER 11) SHIM AS RCO'D. AT EA SET OF INSTALLATION ANCMM$. MAX. ALLOWABLE SHIM STACK TO BE 1/4• 12) ALL INSTALLATION AMCWRS MUST BE MADE OF CORROSIOH RESISTANT MATERIALS _ 1)) VHERC '.• RCPRCSENTS Mjvl G PANEL AND '0' RC RES[MTS r11CD PAMCL APPROvED CON'IGURATIONS ARC AS LISTED ON ANCHOR CHART ON BACK Or'THIS 'SHEET.. ELEVATION ") SFCTD S CAA -AI 'B-1* 11, HOOK STRIPOVE DCT CS SIVN ON THIS APrL/ TOINSTALLATIONOFALLvAPP'ROVED uTlo). EMBEDMENT EXTERIaR .. COW GLA TIDMi. . A 1- 1/4' HIM. 20W SERIES. AMD 300'kRlE2. ._.._ _ ... _. TO 2 PANELDOORSHOWN13) FLORIDA CITRUDCR$ 1000 SCRICS SLIDING GLASS DOOR IS SMOVN. THIS PRINT ALSO APPLJCS v. LIBERALLY APPLY D REVI DESCRIPTION DATE INI EXTRUDERS CAULKI•vG UNDER SILL F L O RID HINT, INC SANFORD FL OR SET SILL IN BED INSTALLATION ANCHOR OF -CONCRETE 3/16' DIA. TAPCON. TITLE: SLIDING. GLASS; DOOR' s r SECTIONA - A' INSfiALLATION* WITH #8 'SCREWS DRAWN BY:. BB APPROVED BY: 1 1 2002 ATE: 12/17i0I !SCALE: NTS D1tiG gFLEXDU7 ;SHY I OF4. A-PAA• B h. rRODuOr a APRICATrco CWFNCCRp4. INC„ 230 IMTCRMATIOHAL RVT, rjITC BSo, HC.IMRCV, FLORIDA. 327Af, AoT•BDS-f%3 r.. 4o7-S03-3K 1000 P.V./DESIGNER SILL (TYP.) N8 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES t MULLION SEALANT BETVEEN-J U \- ' WINDOW FLANGES t MULLION M8 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYP.) WINDOW FLANGESN SECTION A -A (1) t MULLION 1000 P.V./DESIGNER SILL (TYP.) . 68 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 rn / TUBE MULLION SEALANT I WINDOW Ft t MULLION 08 X 3/4 SELF 1000 S}l TAPPING SMS HEAD ( TYP.)' SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES t MULLION 1000 P.W./DESIGNER -SEALANT BETWEEN SILL ( TYP.) WINDOW FLANGES t IRA.LIQN M8 X 3/4 SELF TAPPING SMS I X 4 X 1/8 r — lI7rj / TUBE MULLION 68 X 3/4 SELF 1000 SH TAPPING SMS HEAD ( TYP.) SECTION A -A (S) 1000 P.W./DESIGNER SILL ( TYP.) r^ R8 X 3/4 SELF TAPPING SHS 71 X 2 X 3/8 TUBE MULLION S X 3/4 SELF 1000 S.M... TAPPING SMS HEAD ( TYP.) SECTION A -A (2) 1000. P.V./DESIGNER SILL ( TYP.) 6B X 3/4 SELF TAPPING SMS 1 X 2 7/16 X TUBE MULLION SEALANT BETWEEN vINDOV FLANGE - t MULLION APPLIES TO HEAD & SILL WHERE 1' X 4' ' AUXILIARY PLA 0 ETAIL C & 2' X 4' TUBE MULLIONS ARE USED ffDR ADDITMNAL ANCHORS, MEN REQUIRED) SHEATHING D _' O INSTALLATION ANCHOR #8 WOOD SCREW ( TYP,) 0 _ EXTERNAL. MULLION INSTALLATION CLIP . TWO BY WOOD BUCK BY OTHERS 1000 P.V./DESIGNER SILL ( TYPJ N8 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 TUBE MULLION 68 X 3/4 SELF 1000 S.H TAPPING SMS \\ 8HEAD ( T(TYP.)`X 3/4 SELF TAPPING SMS SECTION A -A (4) 1000 SA HEAD ( TYP.).. 1000 P.V./DESIGNER rSILL ( TYP.) SECTION A -A (7) N8 X 3/4 SELF -y®, • TAPPINGSMSIX4X3/8 + OWDA, • TUBE MULL19Mr _ 'A AT 1 ' A 8 t p 68 X 3/4 SELF 000 1S.H. TAPPING SMS HEAD (TYP.) SECTION A - A (6) MULLION APPLES TO HEAD k SILL VAiERE V X 2' I• X 2 7/16'.TUSE MULLIONS ARE USED DETAIL B nmc INSTALLATION ANCHOR 8 WOOD; SCREW TYPJ HORIZ CLIP LI I/ 8' MIN. I EMBEDMENT' .. J 1 sie• mm EMBEDMENT-EMDEDMENT- EA/.. -.. Eel FLORIDAEXTRUDERS wrmnnomu, INc SANFORD FLORMATnu:SER: :. 1000/1500 FIN SHEET 1 OF 2:. TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE' (SHEET 2"OF 2).FOR DESIGN PRESSURE, CaPACITIES.. DRAWN BY: MSH APPROVED BY' .' DATE:2/ 6/02 SCALE: NTS „ DWG.: 1 HMF INTR c+Y TYPICAL MULLION TO CONCRETE O'JAMS SEALANT BETWEEN VINDOv FLANGES 6 MULLION 1000 P.V,/DESIGNER 1000 P.4,/DESIGNER SILL (TYP.) APPLIES TO JAMB WHERE I- X 4' 2' X 4' TUBE MULLIONS ARE USED Q IL SILL (TYPJ 1r ..8 X 3/4 SELF 3/4 SELF TAPPING SMS TAPPING SMSTAX CONCRETE OR MASONRY BY OTHERS 1 X 2 X 1/8 1 X 2 X 3/ INSTALLATION ANCHOR 3/16' DIA. TAPC.ON SCREW ANCHOR (TYPJ TUBE MULLION TUBE MULLION EXTERNAL MULLION SEALANT BETWEEN ONE BY VOOD INSTALLATION CLIP WINDOW FLANGES L MULLION Csu+ LY FLO.RMA B.O.A.F. BUCK 8Y OTHERS A A TT 8 X 3/4 SELF . LOGO S.H. TAPPING SMS HEAD (TYPJ vLNDo FLANGES SECTION A —A (1) MULLION 1000 P.V./DESIGNER SILL (TYP.). 8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 f--tflrl / TUBE MULLION SEALANT. BETWEEN WINDOW FLANGES- NULLION A R EB 7"LOR/r eus 8 X 3/4.SELF g, / MULLION 1000 S.H. TAPPING SMS EJ HEAD (TYPJ SECTION A —A (2) Lou P.V./DESIGNER 1000 P.W./DESIGNER SILL (TYP.) SILL (TYPJ Q 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 3/8 TAPPING SMS TUBE MULLION 2 X'4 X 3/8 L 1/4' MIN. TUBE MULLION EMBEDMENT ., SEALANT BETWEEN WINDOW FLANGE MULLION / 8 X 3/4 SELF TAPPING X 3/4 SELF 1000 S.H. TAPPING SMS 1000 .5 }i TAPPING SMS HEAD (TYPJ HEAD C YPJ _ SEALANT BETWEEN SECTION A —A (3) SECTION A —A (4) vINDOV FLANGES #8 X 3/4 SELF-_- L MULLION TAPPING SMS 1000 P.W./DESIGNER 1000 P.V./DESIGNERSEALANTBETWEEN . r SILL (TYPJ WINDOW FLANGES r SILL (TYPJ 1000 S.F., j MULLMN / HEAD (TYP.) `• 8 X 3/4 SELF #8 X 3/4 SELF F FV.L ATION _ TAPPING SMS 1 x 4 X 1/8TAPPING SMS, I X 4 X 3/6 ACTION A —A (7) VIEWED FROM EXTERIOR TUBE MULLION ,TUBE MULLION INTERNATIONAL, . INC FLORIDAEXTRUDERSSANFOIM. 'FLORIDA WF_ 77nE. SER. 1000/ 1500 FLANGE' SHEET .1:- E.. 2 TRIPLEH RIZ NTAL MULLI N SECTI NS SEE OTHER SIDE (SHEETOF 2) ,F R 8 X 3/ 4 SELF #8 X 3/4 SELF ' DES I,GN- PRESSURE CAPACI T I ES TAPPING. SMS \ TAPPING SMS laaa SH `---,i0o0 S.M. 18 20C2 DiawN Hy:MSH APPROVED -BY. HEAD (TYPJ HEAD ( TYP.) SECTION A=A. ( 5) ... - , :::SECTION A—A (6). . DATE:2/6/02 9CALE,.NTS.:. Dxc.: .,1HMFLGTR` 1000 P.V./DESIGNER SILL .(TYP.) 8 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION 1000 P.W./DESIGNER APPLIES TO HEAD & SILL WHERE 1" X 4" SILL (TYP.) AUXILIARY PLAT & 2" X 4' TUBE MULLIONS ARE USED FUR ADDITIONAL ANO-C=, VMEN REOUORCD) 8 X 3/a SELF AI TAPPING SMS El SHEATHING IX2X3/8 TUBE MULLION — — INSTALLATION ANCHOR #8 WOOD — MuIUDN /- SCREW (TYP.) EXTERNAL MULLION TWO BY .WOOD INSTALLATION CLIP SEALANT BETWEEN U \—# 8 X 3/4 SELF 8 X 3/4 SECS L MULLNDOW FLANGES TAPPING SMSMULLION1000S.H, 1000 S.H. TAPPING SMS HEAD (TYP.) HEAD (TYP.) MANSEALANTBETWEEN N 'A —A (1) WIN4#8 SECTION A —A (2)p/1 L M GNER TYP.) 1000 P.W./DESIGNER M TYP.) 4 SELF 8 X 3/4 SELF SMS TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION 1 X 2 7/16 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION SEALANT BETWEEN WINDOW FLANGE L MULLION X 3/4 SELF 1000 SA TAPPING SMS 8 X 3/4 SELF 1000-S.R TAPPINGSMS HEAD .( TYP.) HEAD (TYPJ SEALANT BETWEEN SECTION .A —A (3)-SECTIONA—A 4) VINDOVFLANGESR MULLION 1000 P.W./DESIGNER SEALANT BETWEEN SILL ( TYP.) WINDOW FLANGES: 6 MULLION 1000 P,W./DESIGNER SILL ( TYP.) 8 X 3/4 SELF TAPPING SMS 1X4X3/ 8 Y / TUBE MULLION 1. 8 X 3/4 SELF , TAPPING SMS IXaX3/8 TUBE MULLION 8 X 3/4 SELF 1000 - S TAPPING. SMS HEAD ( TYP.) SECTION A —A (5) 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD < TYPJ. SECTION A —A (6) MAL Fw BUCK BY OTHERS MULLION 04 1000 P.V,/DESIGNERTX: 3/8 T r-- A SILL ( TYPJf# 8 A X3/4 SELF TAPPING SMS 2 TUBE MULLION: 1 1/8, MIN EMBEDMEN p cvanoN MEWED FROM EXTERIOR DETAIL 8 'APPUES TO HEAD & SILL. WHERE 1 X 2 k 1' X 2'7/16',.TU8E MVUJONS ARE USED STALLATIW ANCHOR vmD. SCREW CIYP HORIL CLIP. 8 X 3/4 SELF . TAPPING SMS 1000 S.H. SECTION A —A: M HEAD ( TYP,) I Val MIH EMBEDMENT FLORIDA EXTRUDERS wTERNATIO"a, Nc SANFORD; FIARMA SER 1000/1.500 FIN SHEET.1 OF 2': TWIN' HORIZONTAL MULLION SECTIONS- SEE OTHER SIDE (,SHEET -2 OF 2) FOR x; DESIGN,PRESSURE CAPACITIES. WN BY: M S H APPROVED:. BYc DATE: 2/6/02 scaIE:NTS DWG.: 1HMFINTW SEA.:.SY- BETVE?'i CWINDOW FLANGEStMULLION -.'W./DESIGNE4 j S!L ;- eTYP.) k9 X 3/4 SE! _F TAPPING SMS X2X1/? TU_. MULL!GN 4$_6 AAf p_ •1_'i v.JN V FLANGES- t NALIEN Ir r,r S,., TA.>Pf i- S."S I, D^'s =_q``` c. a,:- CTION A -A (1 ) two P.W./DES;CNER SILL ( TYP.) I 4S X 3/4 SELF TAPPING SMS I-- 1 X 2 7/16 X 1/8 f— fU I / TUBE MULLION SLALA. NT SETWEEN WINE.' FLANGES- MLP- I-MN e X 3/4 SELF IGGJ S.H. TAPPING SMS HEAD CTYP.) SEALANT 9-TWEEN VINGCW FLANGES SECTION A -A. (3) t MULLION r 1G30 P.':./DESIGNER' SEALANT BETVccN f SILL <TYP.) VINDOV FLANGES 5 X 2/4 SELF t MULLION T. APPlNG $M$ 1 X 4 X I/8. , 48 X 3/4 SELF I QD S.H. TAPPING SMS.. — H= A (TYP.) P, b'DESIu'NER I TYPICAL MULLION TO CONCRETE 0 JAMS rI'C (APPLIES TO JaVQ WHERE 1' X 4' j SILL <TYr.) I d; 2' X Z' 7U?E MULLIONS ARE USED) Q I I X 3/4 SELF I TAPPING SMS I CONCRETE OR MASONRY - • j 3Y OTHERS \ LB, _ I I i ` yam - pp t..i G'v f- Wpl'D__, F atta+ C'L'I t9,. -B. V,,WT T.au._( ..v TREKS 4 ` mArjuAcrmaR PRAM: I SEL- LORlnf U ER tC S4- TArF1\G SMS D LTTr:.; MAS"I' i Fax t'# I 1 1 I= C ION A —A. ('J} i • ' 1 B NS'• ALLATICN ANCHOR. 3/16' DIA, TaPCO- N S_RE'd ANCHaq'(TYF) EXTeRNAL MULLION - INSTALA% 0N CLIP:. . SILL < TYP.) SILL (fYPJ 1--= 8 X 3/4 SELF F I aI A TAPPING SMS -8 X 3/4 SELF I X 2 7/115 X 3/a TAPPING SMS TUBE MULLIO ( 2 X 4 X 3/8 J _,.f 1 1/4' MIN. 7IIAI /'U3E, MUU-L ,. j EHBED?4EN7 SEALANT BETVEEN WI.`: DOV rLA.NGE - t MULLION a8 X 3/4 SELF iGvV S,HL TAPPING SMS HEAD ( TYP.) SECTION A —A (4; r- 1000 F,W./DESlGtiEP. TYPJ k8 X 3/4 SELF TAPPING SMS r I X 4 X 3/8 TUDE was X 3/4 SELF S. TAPPING SMS H. HEAD CTYP) c_ r. ION D' FTAP P-1 i 8 X 3/4 SELF TAPPING SMS Iur^ C: o HEAD c•' YP.) SF CTION A -A (7 ) MULLION Q_= VATiON I VIEECFROMEXTERIORI. f ' TrrLE. SEk: . 1000 i.500 FLANGE ;.SH-E:T 1 OF, i TWINHORIZLNTAL MULLION SECTIONS CiT SSE u iHES: BE : SHEET 2 Lrlr;,`ci. FOR J DES.IGrd PRESSU.R7 C.APACITIcS.,;.. i DRAWN HY: M S H APPROVED BY: FEB 15 2G2 %TE:2/4/02 SCALE: PATS ' DWG.: I HMFLGTW 1000 P.V./DESIGNER SILL,(TYP.) N#8 X 3/4 SELF APPING SMS I X 2 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- MULLION SEALANT. BETWEENJ U`—# 8 X 3/4 SELFWINDOWFLANGES TAPPING SMSLMULLION 1000 S.H. SEALANT BETWEEN HEAD (TYP.) WINDOW FLANGES SECTION 'A —A (1 ).- L MULLION .- 1000.P.V DESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING SMS . 1 X 2 7/16 X I/8 Wvtr--w-ll F TUBE MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION I \—#8 X 3/4 SELF 1000 SA .TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES i MULLION- P.V./DESIGNER SEALANT BETWEENr1000SILL (TYP.) WINDOW FLANGES L MULLION 8 X 3/4 SELF TAPPING SMS1 jr—yr—w-11 X 4 X 1/8 TUBE MULLION , 08 X 3/4 SELF IOOO : S.Hr TAPPING SMS HEAD (TYP.) . SECTION A —A (5) 1000 P.W./DESIGNER AUXILIARY PLATE APPLIES TO HEAD & SILL WHERE 1" X 4" SILL (TYP.) (FOR ADDTTl"(. ANOCRS, VHEN REQUIRED),.., & 2' X 4• TUBE MULLIONS ARE USED 08 X 3/4 SELF DETAILC TAPPING SMS SHEATHING. 5:t1X2X3/8NTUBEMULLIOINSTAILATION. ANCHOR #8 VOOD SCREW. ( TYP.)_ ,.. EXTERNAL MULLION INSTALLATION CLIP CENTRAL I,a A .O. O BY WOOD _ 8 X 3/4 SELF CK BY. OTHERS 1000 S.H. TAPPING SMS .MANUACTLTRER NAME: HEAD.(TYPJ OR/ l 4 ify7P SECTION A=A (2) MULLION 1000 P.V./DESIGNER SILL ( TYP.) 8 X 3/4 SELF 1000 P.V./DESIGNER A -- LZ. 4 VqTAPPING SMS SILL (TYP.) i I X 2 7/16 X 3/8 TUBE MULLION #8 X 3/4 SELF L— A TAPPING SMS Z X 4 X 3/8 JI II SEALANT LE GEEi WINDOWFLANGE • L MULLION 8 X 3/4 SELF 11006 S.K . TAPPING SMS HEAD ( TYP.) SECTION A —A (4) 1000 P.V./DESIGNER SILL ( TYP.) 8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 V Vll y'jI // TUBE MULLION 0 ` # 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD ( TYP.) SECTION A —A (6) TUBE MULLION 1 1/8' MIN. EMBEDMENT ELEVATIQ --.--, VIEWED FROM EXTERIOR DETAIL B ..APPLES TOHEAD.& SILL.WHERE V X. 2'..... d I- X 2 7/18 ; TUBE MULLIONS ARE: USED srALL irlov . ANutiR .:. VCUD SCREW . RYP HORIL, CLIP 8 X 3/4 SELF TAPPING SMS 1000 S. H. SECTION A -A (7) HEAD (TYP.) I tie' ENT EMBEDMENT .. ...... FLORIDAEXTRUDERS wuRNAnONAL; .1irc SANFORD.- FLORIDAT=:SER.: 1000/1500 FIN. SHEET 1. OF", 2 V. HORIZONTAL" MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE. CAPACI.TIES APPROVED ;BY: DRAWN BY: M S H DATE:2/ 6/02 SCALE: NTS DWG.! 1 HMF I N i-1C00 F.W./'DESIGNER -1000 P.'W./DESIGNER I TYPiCAL MULLION TO CONCR,:-,E 0 JAM? r L (TR., S' L (TYR.; I (AFPUES TO JAMS WHERE 1 - X d' DETAII -B u 2' X 4' TUB= MULLIONS ARE i;SEO; p I' uo X G/4 SELF I ^-tq X 3/4 SELF Ili i i TAFPiNG SMS TAFP;NG SMS CONCRETE OR MASONRY I' I BY OTHERS i t J c MULE:Gn /`- i:<_ v ° j I I - ;NSTALLATICN ANCHOR 3/16' CIA. Uc; i.i'=•uh TA?CON SCi_W ANCrCi (7Y=J SF.A-k. 3ETV ch Iy EXTERNAL'MULL;JNWINBUWFL.YhGr:S ONE'. BY WOCP_/ I INSTALLATION CLaP . L M:iL1uN I BUC< BY. OTHERS 1 p sEA_ANi _rW CENTRAL F'L©RWA B.0 A. W:N.W FLANGES ` `— ne X 3 S_I ` in X 2/4 SE_F ra;ciNc SMS • S;_ TA?PIN_ SMS h1ANiJ:'ACTTT.ER,NAh1E: SE T 2_7 -`!j . iYr.) ` `•cA0 RY?.) 1 GdR/DA f;=uDERS VINZ0V FLANCr= SECTION AA --A ?, SFCT•Ji'J A -A (2. 1 !{ 000 F.V./DESIGN-- I- IC9G a,W,;LESiGtiER j1SILL (TYP.J I SILL (TYP.) B X ,/= SELF a X :;4 SELF _ TAPPING SMS //- TAPPING SMS CDQ P,V./DES.'ONER X 2, 7/16 X 1/8 / 1 X 2 7/16 X 3/8 SE- (TYP.). TUBE MULLION TUBE MULLION -.1 6.:- 11/4' MIN. 3%4 SELF ErI=EDi'ENTiAPPINGSMS - SEALANT BETVEENI WIN?CV FLAN OES TUBE MULLION L MULLION - .... .. - ILL SEALANT BETWEEN nrTAI! 5 v2NDOV FLANGE I r-- 'A . a M:)LLIOr: k8 X ^/4 SELF d8 X 3/4 SE'_%' + 1000 S.H. TAPPING SyS ` - IO )C S. TAPPING SMS ( L_ A HEAD (TYPJ HEAD (TYP.) SEPLA`'T BETVEEN V1h4' FLANGES SECIION A -A ( .SECTION A —A .4) L N2LiT r--'. OvO F'.J./DESIGNER SEALANT qr-1000 F.W./L'ESIGNER I SILL ( T YP.) W BETV_ cc, -N i WINDOW FLANGES — SILL (TYP,) I 1 MULLiu'N - ; 1 >±c" X .3/4 S:..L' 6X3/4 SELF r-TA X G SELF \ TAPPING SMS ELEVATION TAPPiN: G SMS TAFP;Nu SMS I x 4 x 1/8 I l-1 X 4 x 3 8 — ,IEWED FRONT EXTERIOR ocS.H.sH. SECTION A—P, (7i lUrt r.ULLIUn ' iucc rf LL1Lnv IFLORIDA EXTRUDERS INTERNATIONAL, I RIDA A TITLE: SER, 1000/ 1500 F! ANGE SHEET, I OF ? HORIZONTAL M;a_`Ii0 SEC'IGNS SEE U T H R SIDE (SHEE C OF 2). DR 08 X 3/4 SELF ` II: X 3/4 SEL = DES IGN PRESSURE CAPACITIES ? .. TAPPING SMS 1 ° APPIN. G SMS i 100D S.H C00 S. HEAD ' TYPJ HEAD (TYF) ;DRAWN BY:MSH APP VED B ZEC I(+.;V.. A -A .(J).. ., SFCTInni n ---A— \ RO Y: n . 1 2 302 - ,DATE:%/4 %O( scALE: N''S. DWG.: i HMF-t G r- S. 1000 S.H. 1 X 2 X 1/8 1000 S.H. -1JAMB (TYP.) TUBE MULLION JAMB <TYPJ. 8 X 1/2 SELF TAPPING SMS L.WINDOSEALANT BETWEENWINDOWFRAME L MULLION 8 X 1-1/2 SELF TAPPING SMS SECTION A —A (1) 1 X 2 7/16 X 1/8 1000 S.H. TUBE MULLION 1000 S.M. JAMB (TYR) JAMB (TYPJ 8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN VINDOV FRAME L MULLION 8 X 1-1/2 SELF TAPPING SMS SECTION A -A (3) 1 X 4 X 1/8 TUBE MULLION JAMB O0. ( TY ) I I I I JAMB 0( T Pa 8 X 1/2 SELF TAPPING SMS 1X2X3/8 TUBE MULLION 8 X 1/2 SELF TAPPING SMS 2 X 4X3/8 SEALANT BETWEEN TUBE MULLION WINDOW FRAME L MULLION 8 X 1-1/2 SELF TAPPING SMS SECTION A -A .(2) :. 1000 SJi 1 I X 2 7/16 X 3/8 JAMB (TYPJ TUBE MULLION . 8 X 1/2 SELF TAPPING SMS 77,4 SEALANT BETWEEN #8 X 1-1/2 SELFY WINDOW FRAME TAPPING SMS L MULLION C 8 .X 1-V2 SELF. TAPPING SMS SECTION A —A (4) TUBE MULLION •Q'• TWO BY WOOD BUCK BY OTHERS 1 1/8' MIN. EMBEDMENT DETAIL C SHEATHING INSTALLATION ANCHOR:08 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION APPLIES TO HEAD & SILL WHERE 1' X 4' 2' X 4' TUBE. MULLIONS ARE USED APPLIES TO HEAD & SILL WHERE 1' X 2" 1' X 2 7/16' TUBE MULLIONS ARE USED 1 8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR AI #8 WOOD SCREW TYPJ ILL CLIP SEALANT BETWEEN. 7 WINDOW FLANGES L MULLION 1 1/8' MIN:. ECTION A —A (7) SwArHIK EMBEDMENT. DETAIL C - AUXILIARY- PLATE FOR ADDITIONAL. ANCHORS, WHEN REWIRED) i A A O O 8 SELF TAPPING SMS (TYPJ ~ DETAIL B MULLION B8 X 1/2 SELF ECEVAT10N OaTAPPINGSMSVIEWEDFROMEXTERIOR 77SEALANTBETWEEN SEALANT BETWEEN WINDOW FRAME L MULLION VIND(1V FRAME 1 F ZCIUGtMLMULLION 8 X 1-1/2 SELF #8 X 1r112 SELF TAPPING SMS TAPPING'SMS SECTION A —A (5) SECTION' A —A (6) FLORIDA EXTRUDERS WE o O oRma 1rrjZ:SER.. 1000/15QO FIN SHEET i OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2-OF 2> . 'FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: ;. DATE:2/6/02 scALE:NTS DWG.: 1VMFIN iCGC $.F -1 X c X li ° 3000 S N 1 X 2 x 2/8 JA t CiY:.) j UP_ Mi._-euM1. .JAN3 <TYP.) i TUz= 4ULL_u^N I ONE BY WOOD-- x QUAIL C L 3;:CK BY 07HERS C"C Er: r^ R - MASONRY , MIN. 9Y GTH_RS 2 X '_/2 SELF #8 X 112 Sc'-F a a7AP?iNG SMS \ TAP, S`!S EMBELME\TI 4' L. . 4 H ` BETWEEN IiS'N AN .. \ ci n,T'SAL' 4TI N u _ N I .T r X / 37' I., \,- R^c X , / i C 4 X 3. c1 4^ CN SrK L 4RCFG3 (Tv= I 2 Sc + TAPPIV_ S Oet [MSSJL'\ MULUON NATIGN CLIP JCCTI() N3 } SECTIOC; A -A (2 Ca_M GIN 'TO LON(.RL' TF $ HEADx c7ii5ha6 ,r 'UES i EAD & SiLLWq R- 1 X 4'U-c MULLMN ii X - 7/16 X 3/a ICOD S, - d 2- X J2E !'A .LIONS ARE USE j1CTUEJ Mt,M_LIONJAMB (7YP,)JAN? (TY?.) JAMB ( TYP.J. %1'/2 SELF LLATION ANCHOR S X i/2 S`L --;;8 X :/2 SELF NG S+$4' 4'DIA. ? AFCGN TAPPING SMS TAPPINGSMS1SCREV .ANCHOR(7YP.) 8 X 1- 1/2 SELF - - - SE4LANT HETVEEh SEALANTiiETVEENTAPPINGSMSVINDpVFLANGESi VINMV FLANGES - VINDG` r FLANGES i NL4.LIL'K 1 l/s MIN. 6 MULLION 6 MULLION Q EM3ELMENT K8 X 1-:/ 2 SELF k8 X •o SELF `'r Ti N A-- - -j I Q —"-7 7A?PING $MS. TAPPING '.SMS DETAIL r PREC4Si SILL HY CTHaRS SEC?ion A - A i CT N -A ( ; Y I IJXn IARY' P( ATF 1 j C% UR ADD TL,NAL ANCHORS VLEN REQUIRED).. I x 4X1/E I X 4 X 3/5 i TU'E MULLMNTUBEBT • ITvG- --, MULLION Y .®• EY A. i i ( D.:'. 0 JAMB (TYP.) 1 JAM3 ( TYp.) yo cc. c r.. 00ral., \ % T. SMS CTYP.) `- FIAT; j O x 1/2 SELF # 8 x 1/? SELF I VIEWED `ROM EXTERIOR TAPPING SMS TAPPING SMSFLORIDAEXTRUDERS= TRRa °FL RNA i ;TITi.E. SER. l000/i500"7F LA`GET SHEET 1 T ;2 : ULI i i_', i SECTIONS SEALANT H_TVEEN\' - SEA AN7 ?ETVEi:N ViMULL LANG_s LMULL L4Nc_s S E F OTHER SIi7E (SHET'2 Or 2) FQR a MULLION 1b MULLION DSTONPRESSZURE: CAPACITIES p x 1-' /c SELF - #e x 1E ' I/z SELF r?.NG SMSTAMP* G-.SM$ c7C IuN r ` _. 1 1 i` L' t APPROVED. HY F B DRAWN BY: M stN 4-A ic. +DATE: 2/1%C'2 SCALE:P TS DWG.: IV+,PL G 1 G0 S.r — /' 1 X 2 X 1/e 1CCC S.H. I X 2 X 3/e JAMB CTY?.) 1 / TJBE MU:LION JAMB :TYP.) ; 'Tu3_ MULLION IAP="NSNS r T/.PPiNG SMSLr C- = X 4 X 3/6 —1 TLBE MUU !2N loc S, 1 S_ e•_AN" 9='T'.c-N / SEA h sc TW ENva; I V; NIGW FL. ES L MULLION •- 6 N'•L ON 7.&PCING S^'_ N9 X :-S/2 Sc- TAPaiN SMS SECTION A —A 11) . =1-:(. N A(i., X - 7/16 X 1/9 TUBE MULLION 1 k 2 7/16 X 3/6 10 0 S.'rt. 1040 S.H -, TUBE MUL_IGN JAMB ( TYP.) JAMB (TYP.) ' SEALANT 1VINCOW6 ge X 1/2 SELF 09 X 1/2 SELF TAPPING SMS TAPPING SMS i SEALANT BETWEEN 1 SEALANT BETWEEN WINCOW FLANGESWiNLOW rLA`.GES - '=.e X 1-1/2 SSL L N' JLLION L Nu:.LION - TAPPING-SMS ., 4e X 1/2 S, TAPPING SMS C` SECTION A—' (31ECT;ON A —A (4) 1 X 4 X 1/e r 1 X 4 X 3/9 TUBE MULLION 'I p t S. M. crloe° S. M. ^ fo TY J4. 9 Yp) t c 46 X 1/ 2 SELF Nei X 1/2 SELF ''* TAPP'NG SMS TAPPING SMS SEALANT BETWEEN SEALANT BETV N y WINCOW FLANGES VIND3W' FLA $ Xe 1-1/2 4...MULLIi1N. .. -..- L Mtl! LION .. .... - TAP X S. I INC- uS x6X 11/2 SELF TAPPING SMS SECTION A —A ( 5) S_ ,:0, AA('• D-TA:I C TYPICAL V FMCAL TO H0R'ZCNTAL VULLION TO MULUCN IX iSR EX Ii",.—L I i INTERNAL CLIP 1 _ 1 yA c x 1/- S Li- X ' i. . 1X OR2XMJLL C`yp.) V r-INSTALI- ATr- N ANCIC BETWEEN - -/iE' CIA. TA. CQli FLANGES #a X 1-1/2 SELF' 1 it I ' SCREW ANCrr" R , TYP TAP°fNG SMS I L' SECTION A. —A ( 7) F. C 1 1/ 4` ENT Q \ - Erc_CMENTP4ECASTS;v HY /OTHER- A'UXIUARY PLAT I CF P. F ADLITIONAL PNGHaRS WHEN `<EO_I3Ei T 1 A i i i A S_^ I --- 1 O SD r TAPPING 8 I IML:.-:ON L (.2—)j 4ftv'iE-AIEDFROM . EX-=R1CR FLORIDA EXTRUDERS,SANFORD, FLORIDA INTERNATIONAL; INC DA t _ 11r.> cSER 100E/ 1 Suu = LANGE SHEET 1 E - c UTITLE: VERTICAL MULL TON ,INTO HORIZONTAL S•E--E - OTHER S I DE (SH'EET`- 2 Or 2) FOR DESIGN PRESSURE CA, PACIITES 042 FG,B 1K 2`•>_ 1 DRAWN BY. MSH '` APPROVED BY DATE:2% 6i 0r SCALE. \ I J DWG.: I 01r{MF L u . 3/ SEALANT BETVEEN APPLIES TO HEAD do SILL WHERE I- X 4" WINDOWFLj ANGES AUXILIARY PLATE AI & 2" X 4" TUBE MULLIONS ARE USED 2000 P.V./DESIGNER ADDITMKAL AmcK)Rs VKN2000P.v./DESIGNER REOUMEDI SILL (TYPJ Q X 2/4 SELF 8 X 3/4 SELF SHEATHING PING SMS TAPPING SMS I X 2 7/16 X 1/8 TUBE MULLION 1 X 2 7/16 X 3/8 -- TUBE MULLION INSTALLATION ANCHOR #8 WOOD SCREW (TYP,) SEALANT BETWEENNTAWINDOWFLANGES 0 L MULLION EXTERNAL MULLION INSTALLATION CLIP TWO BY VOOD BUCK BY OTHERS X 3/4 SELF 8 X 3/4 SELF H.PPING SMS 1000 S.M. TAPPING SMS MULLION HEAD (TYPJ HEAD (TYPJ 2000 P.V./DESIGNER ... APPLIES TD MEAD R SILL WHERE I" X 2" SECTION A -A (1) SECTION A -A W SILL (TYPJ I" X z 7/1V TUBE MULLIONS ARE USED TAIL 8 X 3/4 SELF TAPPING SMS 2. X 4 X 3/8 TUBE MULLION INSTALLATION ANCHOR 66 VmD SCREV FLoRm HoR¢ CLIP. SEALANT BETWEEN WINDOV FLANGE7AFC ; IjRy l tu+ '- L MULLION 1 I/8' MIN. tL+ u°' U.D s EMBEDMENT — I--cM>nM t FILE DETAR C SEALANT BETWEEN SEALANT BETWEEN VDVDDV FLANGES WINDOW FLANGES 8 X 3/4 SELF TAPPING SMS 1 L MULLION L MULLION l_ A A. 2000 P.W./DESIGNER SILL (TYPJ 1000 S.H. HEAD (TYPJ EBX3/4 SELF SMSPING X 3/4 SELF SECTION A -A (JTAPPINGSMS I X 4 X 1/81 X 4 X 3/8 . TUBEMULLIONTUBE MULLION FLORIDA.EXTRUDERSS.,aoRD,o Fi0R1DA001, OLIGNER TrrLE:SER. 2000 FIN SHEET 1 ;OF 2, fi>:ttt HORIZONTAL MULLION SECTIONS SEE THER SIDE (SHEET 2 OF.2) FOR 8 X 3%4.. SELF SMS X 3/4 SELFDES:IGNPRESSURESMS CAPACITIES1000I .TAPPING PPING HEAD CTYP) HEAD (TYPJ1 EB YOO? DRAWN BY: MSH JAPPROVED BY: SECTION A -A (3) SECTION A -A (4) DATE:2/6/02 SCAU:NTS DIrG.: 2HMFINTR 30 TYPICAL MULLION TO CONCRETE a JAMB APPLIES TO JAMB WHERE t' X 4'. DETAIL h 2' X 4' TUBE MULLIONS ARE USED) Q 2000 P,V./ESIGNER 2000 P.V./DESIGNER SILL CTYPJ r SILL CTYPJ CONCRETE OR MASONRY_, 8 X 3/4 SELF / #8 X.3/4 SELF BY OTHERS TAPPING SMS TAPPING SMSIX27/16X1/8 1X27/16X3/8 TUBE MULLION TUBE MULLION INSTALLATIONSTACONISCREW ANCHOR6(TYPJ ONE BY WOOD ' ' EXTERNAL: MULLION r - INSTALLATION CLIP SEALANT BETWEEN SEALANT.BETVEEN BUCK.BY OTHERS QWINDOWFLANGESWINDOWFLANGES L MULLION L MULLION - 2000 P.VJDESIGNER MULLION 8 X 3/4. SELF #8 X 3/4 SELF SILL (TYPJ 2000 S.H. TAPPING' SMS 2000 S,H: TAPPING SMS HEAD CTYPJ HEAD (TYPJ' #8:X 3/4 SELF SECTION A —A (1) _SECTION A —A (2) f TAPPING SMS 2X4X3/8 TUBE MULLION Q rr+u G11 jnyA. •®•• SEALANT BETWEEN I 1 .1/4• MIN, WINDOW FLANGE - ... _ w ag p p ..- ..: EMBEDMENT .':-.._._.., AIC b 1Usa IIu ' 1V ' MULLION - ... LORII A MASTM F .- ------ r A SEALANT BETWEEN A8'X 3/4 SELF L A WINDOW FLANGES -_ TAPPING SMS 2000 S.H. 2000 P.W,/DESIGNER 2000"P,W./DESIGNER HEAD CTYPJSILLCTYPJ. SILL.(TYP.) 8 X 3/4 'SELF #8 X 3/4 SELF . SECTION A -A. TAPPING SMS TAPPING SMS ` 1X4 X1/6 1X4X3/8 TUBE MULLION TUBE MULLION _ ELEVATION VIEWED FROM EXTERIOR SEAM 'LANGEEa FLQR'ID ''EXTRUDERS RMRNATIONAL, arcLMULLION FLANGES SANFORD, FLOREDA T=: SER '.2000;.FLANGE SHEET- TRIPLE H RIZONTAL MULLI N,.,SECTIONSV 8 X 3/4 SELF #8 X 3/4 SELF ;... TAPPING SMS TAPPING SMS p j 2000 S.H 2O00 S.H. SEE OTHER SIDE ( SHEET z. F ,2) F R HEAD CTYPJ HEAD (TYPJ DESIGN'."PRESSURE CAPACITIES SECTION A A (3) SECTION A (4) 1 8 9 ?002 DPiWN BY: MSH r.. api tovED aY. :: DAM:2/6 02:.., , SCALE: NTS .DTPG.. - 2HMFLGTR - 9 oa( TYP.) `TUBE MULLION 1/8 JA Ba0 TYP.) TUBE2MULLION 3/8 JAMB i. DETAIL C TYPICAL VERTICAL TO HORIZONTAL MULION TO MULLION k8 X 1/2 SELF *8 X 1/2 SELF TAPPING SMS TAPPING SMS INSTALLATII INTERNAL CLIP IX 7OR 2X MULL APPLIES TO HEAD & SILL WHERE 1' X 4' AUXILIARY PLATE 2 X 4' TUBE MULLIONS ARE USED x 1 _ ! N L FL013-Ll D B. 0. A,'r• CFOR ADDITIONAL ANCHORS, WHEN REQUIRED) _ r;IG1rT1r1`. - — - — Ai — — O MjUAC'g'Ui' SHEATHING F, olfll)A DY77?UPF-4s f SEALANT BETWEEN , .S F'i ! ' t # WINDOW FLANGES 1 L MULLION ... - INSTALLATION ANCHOR 08 WOOD SIGNER 2000 P.W./DESIGNER MILLION. SCREW (TYP.) TYP.) SILL '(TYPJ U X 3/4 SELF g8 X 3/4-SELF:. EXTERNAL MULLION PING SMS. TAPPING SMS INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS 4#TA8' I I X 2 7/16 X 1/8 " 1 X 2. 7/16 X 3/8 TUBE MULLION TUBE MULLION MULLION SEALANT BETWEEN WINDOW FLANGES - L MULLION DESAD.:d 2000 P.W./DESIGNER SILL TAR r - A TYPJ X 3/4 SELF #8 X 3/4 SELF PPING SMS 1000 S.H. TAPPING SMS 8 X 3/4 SELF A HEAD ( TYP.) HEAD (TYP.) TAPPING SMS SECTION A —A (1) SECTION A A (2) TUBE MULLION. 1 I/8' MIN LEMBEDMEN SEALANT BETWEEN - WINDOW FLANGE fl. EYdIl4tJ MEWED FROM EXTERIOR L MULLION.. APPLIES TO HEAD. h .SILL WHERE I' X 2' 1- X 2 7/16.-TUBE MULLIONS ARE USED SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES_ L MULLMN' L MULLION 2000 P.V DESIGNER SILL ( TYP.) 8 X 3/4 SELF TAPPING SMS IX 4X1/8• TUBE MULLION 8 X 3/4 SELF t000 $• H•.TAPPING SMS, HEAD ( TYP.) SECTION A -A (3) INSTALLATION ANCHOR i8 WOOD SCREW TYP.) 2000 P.W./DESIGNER HORI? CLIP SILL ( TYP,) " #8 X 3/4 SELF 8 X 3/4 SELF TAPPING SMS I I TAPPINGSMS —1000 S.H. SECTION A —A (5) 1 I I g MM IX4X3/8 HEAD (TYP.)i I —EMBEDMENT TUBEMULLIONFLORIDA EXTRUDERS IxTERxATIoxAL, INC sANFORD; FLORIDA SER• 2000 FIN SHEET I OF -2 YEB TWINHORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET2 OF 2) FOR e X 3/4 SELF = DESI GN PRESSUR:E CAPACITIES.1000 S. M. TAPPING SMS f..2 HEAD (TYP.) DRAWN BY: MSH APPROVED. BY: SECTION A — A (4) DATE:2/6/02 -[SCALE: nwc. 2HMF.INTW SEALANT BETWEEN WINDOW FLANGES- MULLION APPLIES MULLION TO CONCRETE m JAMB' A APPLIES TO JAMB WHERE T• X 4• AI `—•• 1Ido2' X 4• TUBE MULLIONS ARE USED) Q CONCRETE OR MASONRY BY OTHERS 2000 P•W./DESIGNER 2000 P.W./DESIGNERrSILLCTYPJ INSTALLATMN ANCHOR 3/16' DIA. SILL (TYPJ TAPCON SCREW ANCHOR <TYPJ 8 X 3/4 SELF Ij 8 X 3/4 SELF TAPPING SMS1X 2 7/16, X 1/8 TUBE MULLION TAPPING SMS1X 2 7/16 X 3/8 TUBE MULLION ONE BY WOOD BUCK BY OTHERS EXTERNAL MULLION INSTALLATION CLIP SEALANT BETWEEN WINDOW FLANGES. L ON NULLSON 2000 P.V./DESIGNER MULCT JAZZ, SILL (TYPJ 8 X 3/4 SELF 8 X 3/4 SELF 8 X 3/4 SELF. TAPPING SMS 2000 S.H. TAPPING SMS 2000 S.H.:TAPPING SMS 2 X 4,X 3/8 QHEAD (TYP.) HEAD (TYPJ,. TUBE MULLION SECTION A —A (1) SECTION A —A (2) I---- 1 1/4' MIN. SEALANT BETWEEN EMBEDMENT WINDOW FLANGE L MULLION a.-v,._p....yy pt rV Th.,..: v' lY1til1. 0.18 t c 1L W 1liER 19 E'l T&: uD6AS B / F-./r772 DETAIL r A 8 X 3/4 SELF L-- A TAPPING SMS SEALANT BETWEEN WINDOW FLANGES 2000 S.H. L MULLION .. 2000 P.W./DESIGNER 2000 P.W./DESIGNER HEAD CTYPJ r SILL CTYPJ r SILL CTYPJ SECTION A -A (rJ 8 X 3/4 SELF r M8 X 3/4 SELF TAPPING SMS TAPPING SMS I X 4 X 1/8 1 X -4 X 3/8 FI FVATION".: 1 TUBE MULLION TUBE MULLION VIEYIED FROM EXTERIOR FLORIDA EXTRUDERS INTERNATIONAL, INC SEALANT BETWEEN SANFORD, FLORIDA WINDOW FLANGES L MULLION TITLE: SER.: 2000 ,. FLANGE -.SHEET ;1; OF.., 2 TWIN HOR I ZONTAL ' MULL IOW SECT IONS 8 X 3/4 SELF #8 X 3/4 SELF SEE OTHER SIDE ( SHEET 2 OF 2) FOR TAPPING SMS 2000 S H. TAPPING SMS - 200o s.H. DESIGN.: PRESSURE. CAPAG,ITIES , HEAD (TYPJ HEAD CTYPJ - SECTION A=A (3i SECTION A —A (4) . 1 F B 2OCZ DRAWN BY:MSH APPROVED;HY,, DATE:2/4_/.02 sc..Au! NTT . - bwc,7 2HMFLGTW AUXILIARY PLATE FOR ADDITMNAL ANCHORS. WHEN R£OUIRED) CENTRAL FLORMA B. O. A. F. DETAILC PfARr[JF.4LC TURER NAM: o - o G o/itrt gbTfc'yD S — — 6 APPLIES TO HEAD & SILL.WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING SEALANT BETVEEN HA.7 i ER F JJ WINDOW FLANGES 7f' MULL m" INSTALLATION ANCHOR #8 WOOD a MULLION _ SCREW (TYPJ 2000 P.V./DESIGNER 2000. P.V DESIGNER SILL (TYPJ SILL (TYPJ 8 X 3/4 SELF #8 X 3/4 SELF EXTERNAL MULLION NSTALLATION CLIPI TAPPING SMS TAPPING SMS TWO BY WOOD BUCK BY OTHERS 1 X 2 7/16 X 1/8 1 X 2 7/16..X 3/8 TUBE MULLION TUBE MULLION MULLION SEALANT BETWEEN WINDOW FLANGES a MULLION ..... 2000 P.V./DESIGNER A SILL (TYPJ 1 8 X 3/4 SELF #8 X 3/4 SELF , / L— A 1000 S.K TAPPING SMS l000 SA TAPPING SMS #8 X 3/4 Lt HEAD (TYPJ HEAD (TYPJTAPPING SMS SECTION A —A (1) SECTION. A (2) /// TUBE MULLION 1 I/8' MIN. EMBEDMENT ELEYATION SEALANT BETWEEN VIEWED FROM;EXTERIOR WINDOW FLANGE L MULLION.: DETAIL 8 APPLES TO HERO & SILL WERE IX 2' 1' x 2 7/16 TUBE MULLIONS ARE USED IWATHING SEALANT BETWEEN SEALANT BETWEEN INSiALATIa ANCHORWI VINDOVFLANGESSECTIONA —A (S) WINDOWFLANGES18 WOOD SCREW L MULLION a MULLION • . - :... c QYP.) - 2000 P.W./DESIGNER 0011IGNER NORM a-m SILL ( TYPJ #8 X 3%4 SELF 8 X 3/4 SELF TAPPING SMS TAPPING SMSX 3/4 SELF PINGSMS1000 S.M. 1 vw MIN . IX4XI/81 X 4 X 3/8 HEAD (TYPJ EMBEDMENT TUBE MULLIONBE MULLION FLORIDA EXTRUDERS ssAANFoRD°FLORIDA Tr . E:SER, 2000 'FIN SHEET '1 OF 2 HORIZONTAL' MULLI N SECTIONS V SEE OTHER SIDE (SHEET 2, OF. 2) .FOR 8 X 3/4 SELF X 3/4 SELF DESIGN PRESSURE..CAPACITIES TAPPING., SMS.PPING SMSp.1000 S.H. .. LU 2002 .: HEAD ( TYPJ HEAD (TYPJ DRANK BY:MSH ,.._ APPROVED .BY SECTION A —A (3) SECTION A —A (4) DATE:2/6/02 SCALE:NTS DWG.:-2HMFIN TYPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAMB WHERE 1- X 4' OETAIL 8 h 1' X 4' TUBE MUUJONS ARE USED) Q SEALANT BE7VEEN SEALANT BETWEEN WINDOW FLANGES WINDOW.FLANGES CONCRETE OR MASONRY L MULLION. L MULLION ' BY OTHERS 2000 P.W./DESIGNER 2000 P.V./DESIGNER r SILL (TYPJ SILL MP.) INS7ALLAT I ... IIIN ANCHOR 3/16' DIA TAPCON SCREW ANCHOR (TYPJ 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS EXTERNAL MULLION 1 X 2 7/16 X 3/8 ONE BY WOOD INSTALLATION CLIP 1 X 2 7/16 X 1/8. T TUBE MULLION BUCK BY OTHERS TUBE MULLION Q 2000 P.W DESIGNER MULLION SILL (TYPJ 8 X 3/4 SELF - TAPPING SMS 8 X 3/4 SELF TAPPING SMS SELF 2.. X' 4 X 3/82000S.H. TAPPING SMS 2000 S.H.. j HEAD (TYPJ HEAD (TYPJ TUBE.MULLION Q SECTION A —A (1 i SECTION A —A (21 SEALANT BETWEEN IL 1 1/4' MIN. WINDOW FLANGE EMBEDMENT L MULLMN FL® _ DETAIL E yi--- A A ig'X 3/4 SELF TAPPING SMS. A SEALANT BETWEEN +"" — SEALANT:.BETVEEN --. VMDOV FLANGES VINDOV FLANGES L MULLION : L. MULLION 2000 S.H. ..._ . 2000 P.V./DESIGNER 2000 P.W./DESIGNER .HEAD (TYPJ - SILL (TYP.) SILL (TYPJ SECTION A —A 8 X 3/4 SELF. #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1. X 4 X 1/B 1 X 4 X 3/8 -ELEVATION TUBE MULLION TUBE MULLION VIEWED'FROM EXTERIOR INCFLORIDA. EXTRUDERS Rrrm, FL MASANFORD, FLORIDA SER 2000-,FLANGE SHEET. -I F.; 2 HORIZONTAL MULLION SECTIONS 8 X 3/4 SELF #8 X 3/4 SELF _ TAPPING SMS2000 .s.H, TAPPING SMS SEE OTHER SIDE (-SHEET-`2 OF 2) FOR 2aoo sx,_ HEAD crYPJ DES IGN PRESSURE CAPACI-T I ES °- HEAD (TYPJ t 6 2002 SECTION A —A i3) SECTION A —A (4) lDRAWNBY: MSH :.. . ':: APPROYID..'BY se <. DAT2:2/4/02 scni,E. NTS-;,.,_ Dxc.:-::2HMFLG, _. 2000 S.H. JAMB (TYP,) 2000 S'.H. JAMB (TYP3 TWO BY WOOD DETAIL C BUCK BY OTHERS 1 I/8' MIN. EMBEDMENT 1 SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) EXTERNAL MULLION. INSTALLATION CLIP MULLION APPLIES .70 HEAD & . SILL WHERE 1 ` X 4' 2" X 4TUBE MULLIONS ARE USED 8: X 1/2 SELF APPLIES TO HEAD &. SILL WHERE 1' X 2" TAPPING SMS & 1' X 2 -7/16" TUBE MULLIONS ARE USED INSTALLATION ANCHOR DETAIL # 8 WOOD SCREW TYPJ SILL CLIP SEALANT BETWEEN .;-. .. WINDOW - FLANGES - MULLION 1 1/8' MIN aEMBEDMENT CTION A —A (S)-. snua,M us T.E' . # DETAIL C _ i I X 4 X 1/6 I-X 4-X 3/8 TUBE MULLION 2, UBEMULLION (FOR PLATE: FOR ADDITIONAL -ANCHORS,' WHEN REQUIRED) jMx 2000 S.H. A : A.... - JAMB '( TYPJ — — — Q. 8 SELF,TAPPING. — 8 X 1/2 SELF #8 X 1/2 SELF SMS <TYP.>:. `— DETAIL-g MULLION TAPPING SMS TAPPING. SMS ELEVA'I VIEWED FROM. EXTERIOR 0 FLORIDA. INTERNATIONAL, RNATIONAL, INC ANFORD FLORIDA T=: SER. 2000 FIN SSHEET T OF 2 IV VERTICAL MULLION SEALANTBETWEEN?,SEALANT BETVEEN WINDOW . FRAME WINDOW FRAME. ._ a MULLION a MULLION f. SEE OTHER SIDE < SHEET 2 OF-2) 'FOR 8 X..1-1/2 SELF.. ,.:. #B..X 1.1/2 SELF - b. DESIGN..PRESSURE;'CARACI'TIES TAPPING. SMS TAPPING, SMS G DRANNBY: MSW APPROVED'BY SECTIONA-m-A (3) SECTION A=A (4) DpTE:2/6/02 SCAtE:NTS DWG.t 2VMFIN 2000 S.H. TU l? 1/ 8 JAMB (TYPJ I X 2 7/16 X 3/8 TUBE , MULLION 2 X 4 X 3iB TUBE MULLION 1/ 2 'SELF #8 X 1%2 SELF NG SMS TAPPING.SMS 2000 S.M. JAMB ( TYP.) EEN SEALANT BETVEEN NDGV FRAME WINDOW FRAME a MULLION L MULLION 8 X 1-1/2 SELF' #B.X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A —A (1i SECTION A -'A (21 CENTRAL' Ileti1LFWMA 1B. O. A. F. 8 X 1-1/2 SELF eJu` YLUA L,1. ME [R Nk4 : TAPPING SMS GoRiti- RIt SE M I A M I-DAtt PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 btIANIr-DARE COS METRO -DARE FLAGLEr, BUILDING CODE COMPLIANCE OFF; MM.- O-DADS RAMER I)UILE 1.10 WI:S'C I-*LAGLCIt !rl'1tIiL`r, SUrllf MIAM1, 1-1.0RIDA 33130- 305) 375-2901 FAX (305) 375-: cc)rrrtwr. rott t.tct:rtstvc: slut 303) 375.2527 FAX (3US) 375• co&N*rlLlc. rota f vi., 305) 375-2966 FAX (305) 37S- t'Itoiwc COY'rizot. mvi: Your application for Notice of Acceptance (NOA) of ( 301)373.2902 1 A-\(305)]72• E}ttergy 6-8 ,S-W/E lnstivittg GI:t:zcd Doable w/sidelites Residential Steal Door under Chapter 8 of the Code of:vtiami-Dade County governing the use of Alterliate Materials and Type! Construction, and completely described herein, has been recommended for acceptance by the Miami -DaCountyBuildingCodeComplianceOffice (BCCO) under -the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for quality control testing. If product or material fails to perform in the approved manner, BCCO may revoke- modify, or suspenduseofsuchproductormaterialimmediately. BCCO reserves the right to revoke this approval, if i determined by BCCO that this product or material fails to meet the requirements of the South Flo} Buildin, Cede. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-03j4X-) EXPIRES: 04/02/2000 Raul tcoQrtgucz Chief Product Control Division THIS 1S THE COVERSHEET SEE ADDITIONAL PA ES FOR SPECi IC AND GENERAL CONDITIONS BUILDING CODE,-(,' PRODUCT REVIEW C0NINTITTEC This application for Product Approval has been reviewed by the BCCO and approved by the BuildiCodeandProductReviewCommitteetobeusedinMiami -Dade County, Florida under the conditionsI'ortk above. APPROVED: 06IOS1200! Francisco J. Quintana, RA`.' Director Miatui-Dade Count), Building Code C01111 li:»,ce 011ic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE:: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 22 not exceed the Design Pressure Rating values indicated in the approvcd drawings. 2. PRODUCT DESCRIPTION A The Series Entergy 6-8 S-NVIE Inswing GIazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepare( manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. - LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approvcd drawings. Single door units shall include all components described in the active leaf this approval. 3.2 Unit shall be installed only at locations protected by a canopy or ovcrhang such that the angle between the edge of canopy or overhang to sill is -less than 45 degrees. Unless unit is installed.ir non -habitable areas wllcre the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approvcd drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri, ai otcction system,. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies oI the approvcd drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1..3 Any other documents required by the Building Of lc:ial or the South Florida Building Co, SF13C) in order to properly evaluate the install ion of this system. Nlaml l Perez, P.E. Product Co C Exam Product Control Division Premdor Entry -Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi. and the original submitted documcntation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes, b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this aceeptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fce) and granted by this office. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. I f any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and remova! Acccptancc. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFT111S ACCEIP''i`ICL Manu Percz, P.E., Product Con tr xam Produ 'ntrol Division Glazed Units COP-M-MA0 00.02; L FIBERGLASS DOORS 6'8" Height — Inswing X Wig ra 'fill 27 COP-WL-MA0141-02 02-0419.08 Application Filed) 52.0 NO TV 2'8" 2,10" 3'0" 3V 28"+10" Not Listed COP-WL-MA0143-02 Not Listed 02-0419.08 Application Filed) 52.0 NO 2'8" + 1'2" 210" + l'0" 2'10" + 17' 37 + 1'0" 3'0" + 1'2" X0, OX, OXO I 1'0" t 2'8" + IT COP-WL-MA0144-02 02-0419.08 Application filed) 52.0 i NO I 1'0" + 210" + 1'0" 1'2" + 2'8" + 17' j 1'0"+2'8"+IT 1'0" - 3'0" + IV' 17' + 210" + 1'2" 17' + 3'0" + 12" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8' 2' 10" + 2' 10" + 2' 10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8' COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO 1 E 2'8" + 2'8" 21C"+2'10" 3'0" + 3'0" i 2'6" + 2'8' + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO I 2-8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available Irom the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.mason ite.com) or from the technical center- 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other struclLres). National, state or local but'ding codes specify the edition required- Masonite Inlerna:ional structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201. Oak, raft ARk EWtiltY:h C;LA.tl kNIKY,I t C109% T.-F! ttvEn" Do Apt / 79. ?007 Out tonpnu,9 DDgtun of D.)CDCI mtD O.Tmpsf m)Ets 7MO1;olbni, Otipn Intl podun ad -,A wbitu to charge W-om nmirr. i",rVn I/'n// tl O"• Dcar, Masonite International Corporation M11 11r l 11 FIBERGLASS DOORS Glued Units 6'8" Height — OL1tsWing X COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6" 2'8" 2'10' 3'0". TV Not Listed Not Listed 2'8" + 1'0" 2'8" + 17" L t-2-1-X + 1'0" _ 1'2" 3'0" + 1'2" COP-WL-MA0163-02 02-0418.03 Application Filed) 55.0 NO X0, OX, OXO I-1 I 1'0" + 21" + 1'0" COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1.2" + 2'10" + 1'2" c" 3-0' + 12" 2'8" + 2'8" + 2'e" 211C"+2'10"+2'1G' 3'0" + 3.0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0162-C2 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + To - TV + 2'8" + 2'6* + TV COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO TV + TV + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" TO" ; 3'0" + 3'0" + 3'0" 1- Cccr a: r%ngernents using fewer panels than what is show;i in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonize Warnotional website (www.masoii,e.com) or from the technical center. 3. Installation instructions are available from the Masonile International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced enlry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201PA2026PA203. Qdtft AID.. n.... r.i ;<s'If A Y•UOOR9 ITI d6.e, En"C. AD, ii. 2002 0V, 16 W1 ,0 0,00'aM of o,Oc.0 ;MD,WW1e.A Mahn vecifica,,O"s, anion w 0,,duct dtlii, ;,•^iY to cT'l0ye vri,lgrl rJnct. t.elu u.a lY Iron 01.111e Do.•. Masonite International Corporation. Glazed Units a _• C_OP-WL-MA0:100.02g art': FIBERGLASS• • 8'0" Height — Inswilig 2'0" 2'6" 02-0423.01 X TV COP-WL-MA0146-02 (Application Filed) 40.0 NO 2'10" — 3'0' 37 Not listed Not Listed — — 2'8" + 1'0" 2,8" + 1'2" 2'10" + 1'D" 02-0423.01 2'10" + 17 COP-WL-MA0148-02 (Application Filed) 40.0 NO t I 37 + „T Xv. ox, CXO 1'2' + 2'8" + 12" 1'0"+2'8"+IT 1'0" + 3'0" + 1'0" 02-0423.01 IT +2'10" + 1'2" COP-WL-MA0149-02 (Application Filed) 40.0 NO 1'2" + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10- + 2'10" 3'0" + TO" + 3'0" 2'8" . 2'd" 02-0423.01 210" + 2 10" _ COP-WL-MA0147-02 (Application Filed) 40.0 NO XX, OXXO 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0423.01 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0150-02 (Application Filed) 40.0 NO 3'0" + 10" + 3'0" + 3'0" Motes: 1. Door arrangements ush-g fewer panels War, what is shown in the above chart also comply under the product approvals shown. 2. Assembly detai!:> are available from, the Masonite Inlefnational website (www.masonite.com) or from the technical center. 3. lr.sW'xion instrectioas are available from the N.asonile Inter.-iaticnal website (www.masoniie.com) or from the technical center. 4. Acluzi cesien pressure requirement for a specific cuild!ng design & geographic location is determined by ASCE 7 (Minimum design loads for budings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, waver, forced entry/or impact testing is done In accordance with Miami -Dade BCCO protocol PA201 PA202 & PA203. 0 akcraff MTEK" 1 I"f.%f l..\[i IWI*MY D00.tt Ne...i.. v.J t;.rnfr, L._'D« dja.Zmz Masonite International Corporation4crco.:eau \ !c; .c, ct ur04un m.pro-crn[M,rsc. sDc[91::: nrs. Uigr' :-) p>:al COP-WL-MA0100.02. FIBERGLASS Glazed Units 8'0" Height — Outswing X 2'0" COP-WL-MA0166-02 r.,• r 02-0423.03 Application Filed) 47.0 7.1 NO 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed r 2'8" + IT 2'8" + 1'2" 2'10" + IT 2'10" + 17 3'0" + 1'0" 3'0" + 17 COP-WL-MA0168-02 02-0423.03 Application Filed) 47.0 NO X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1 2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'D" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 210" + 2'10" 37 + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 3'0" 27 + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown: 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. S. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakcraff M EK" Ntlt f, l.Ati I-- Doo..' Nonr..e F.• 1-furry Deer Ap,' 29.2002 0., CDn1n o- prppDm W p,WD 'mprp -t m)kci SpepA Ca1Dn5. dl5oQn and 9,0du , 0"l it I.bI,CI W CIDnpC w,Om.l "t", Masonite International Corporation Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing X 2'0" COP-WL-MA0101-02 01-1031.01 76.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" 2'8" + 1'0" Not Listed COP-WL-MA0103-02 Not Listed 02-0109.10 Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 1'D" 2'10" + 17 TO" + 1'0" TO" + 1'2" X0, OX, OXO 1'0" + 2'8" + 17 COP-WL-MA0104-02 02-0109.10 Application Fled) 55.0 NO 1'D" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2Y 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109-10 Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O ak, raff AR 1 EK" L IN,:"f l.Atii e:W'1 000.s —T.—rD gr 1"vT0 .. AD,. 19. 2002 0D1 1-11--9 P1.91 m 0 P100- 1 -D.O 1.1 makes Spetil talaDS. Df S Q l"0 D,00"O 011V SDO.ecl 10 0gl wdr-1 nonce Masonite International Corporation Opaque Units COP-WL-MA0100 02' r_ FIBERGLASS DOORS 6'8" Height — Outswing X 2'0" COP-WL-MA0121-02 01-1031.02 76.0 NO 2'6" 2'8" 2'10" 3'0" X0.OX. OXO 3'6" in. mom 2'8" + 1'0" Not Listed Not Listed — 02-0109.09 COP-WL-MA0123-02 (Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 17 2'10" + 1'2" 3'0" + IV 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 17 + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2.8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akc Taff AR 1 EKr" W .. •..I-Rrarn 'f••r — F."FKGI_. 55 F:NI'xy nOOUS—T..—ip.rNu f_Donn Aw4 29.2002 urOconhrwing wogram of Drad" unorovemcm makes soaaicatans, oesgn and wodun aelad suolCCl 10 Cnange wilhoul n04Ce. Masonite International Corporation Opaque Units WL•MA0100.02.. FIBERGLASS DOORS 8'0" Height — Inswing EMimimm X ro" COP-WL-MA0106-02 02-0109.08 Application Filed) 70.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — 02-0109.08 Application Filed) 55.0 2'8" + 1'0" 2'8" + 17 2'10" + 1'0" 2'10" + 17 COP-WL-MA0108-02 TO" + 1'0" 3'0" + 17 NO X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1.2" 1'0" + 2'8" + 17 17 + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 37 2'6" + 27 + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 37 Notes: i. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. O akraff r.' o.. Masonite I n t e r n a t i o n a I C o r p o r a t o n AR EK F IM):M f: )'. A.\ t_N-1'MY n00"S N""T•."".a i.p..ty"Fn Doo., nd.a 29. 2002.. 0, COmun—p O,Op•am W md D n0.Ovemenl mattS WebhCa S. de,on and o,oa,ct dens s.bien 10 cnanpe .00d 1 m.ct. COP-WL-MA0100-02 FIBERGLASS DOORS Opaque Units 1 X 1 1 1 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" 1 1 - 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" r r COP-WL-MA0126-02 Not Listed 1 1 COP-WL-MA0128-02 1.1 1 02-0109.07 Application Filed) 8'0" Height — Outswing 1 1 1 70.0 NO Not Listed — — 11 1 1.. -1 02-0109.07 Application Filed) 55.0 NO M OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 1'2" + 2'10" + 1'2" 117 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10- + 2'10" + 2'10" 3'0" + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.mason ite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raft _ ARIEK.. 11N1F_ l"Y nOON.S i—r—fn Door. Agri 29. 2002 0" r COmnu•np program of produ improvement T> M Sp jiCal,oni. deS, and oloduCt Wad suofeCl to Changt wj1hoo notiee. Masonite International Corporation X Unit 6- TYP. 1 16* TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-118' MAXIMUM ON CENTER TYP rtuuuuau rr Itatla Rellntt 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 1 1 I l 1 1511 Width of door unit plus 1/2" Height of door unit plus 1/4" M10=WL-MA0001-02 : SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4- and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. April 29, 2002 Our comm-9 pmgom of orodua •nomvemenl makes SKOK21pn1. oelpn ano wooUa delad sublml to [nange wilnoul nol,Ce. XOorOX 'Itt t Unit SINGLE DOOR WITH 1 SIDELITE CL TYP. PYP. TP. TYP. UNIT 8V UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. MITI", "1111 t 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. R066h I r t I Width of door unit plus 1/2" Height of door unit plus 1/4" t t .1 r I Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA Al56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include p8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4- and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Aum 29 20,32 Oor Jr JJ'Jrrr w J UUUCI sir.,r'J'.CniCrll ",,t) SUCCrIiCJt Urrf. da g. )nc )—c,o Ondd wo,m 10 CWoe w-Mo.l notice. Masonite Lnternational Corporation Nfi 0 o rtlt I Unit r SINGLE DOOR WITH 2 SIDELITES r t t t t t t t t t t t 6- TYP 67 UNIT 8V UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. ON M11"1117n:= 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. I ' r r I'll" TT, "Willm Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Fompliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1- Anchor calculations have been carried out with the lowest (feast) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Ap11129.200? Masonite International Corporation Our co 1•w•^o Ji u'J'°• V p Va.^ ' , onitnl nUba Snaaw_a.m.. atiW^'^0 —0— atu.1 SuUlttt 10:,"Ut .4how MM.t. oxxo ttt Unit E DOUBLE DOOR WITH 2 SIDELITES 6 3• 6. Cl TYP. TYP. TYP. TYP. 1 1 1 1 1/ l 1/ 1 / l l l 11 Il I 11 11 1 11 Il 1 jTYF 6'8' 13- UNIT 8'0• UNIT 5/16" 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member • Width of door unit plus 1/2" 16 per horizontal framing member • Height of door unit plus 1/4" Hinge and strike plates require two 2.1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom - Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSUAF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment- 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. E .alurirriE Ion ///%% April 29. 2002 Masonite International Corporation 0ur cwon—o O'00'm 01 Dr DOun-DrOve nen1 rn AES SDecdKlW'. dcsgn no o,.C. t dcnd s.bfff ID c+.rope wnhoW notice XX Glazed Inswing Unit APPROVED ARRANGEMENT: et Nip J. i• ••'. 0 4 IL k? s COP-WL•MA0142.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size = 6'0n x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beep followed — see MAD-WL-MA0002-02 and MAD-W L-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 0o 00 don 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 00 00 00 Do 00 0o 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll 0akc,,-raff W .•1-rr rn 1'c ARkEK" f.c u..etr rron r ca F.0ti-i—SN leilNI'`UVON1 r+enT.. u.W rD•rr4u Envr Doon AEMvan .Ir/ n April 29, 2002 o....., o<..r Our commumg mpgram a D'OduO Dro+emeol makes speDticat*ns, devgn and modocr M a s o n i t e International Corporation delad s.br- M eNngr wdnoW nol-,, XX Glazed Inswing Unit COP-WL-MA0142.02f FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a;' K a s z' CID 0 0 *< il 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O; akcraff AIF EK " rruc,rr.c.s..+..NI.,iu.>.,K, w...r..,,...ara,..p,..a-..eD- April 29. 2002 Our com,n -ng program of product morovemem makes sDecAKations, design and product detail svoiect to change without nohce. Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT. 0 0 COP-WL-MA0143.02 T FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size = 6'0' x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. r MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beets followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 0o ° 00 00 00 00 100 series 03,135 Series 136 Series 822 Series 1/2 GLASS: n 0 00 00 on on 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 RA. 24 R/L 107 Series' 108 Series 304 Series Series' This glass in may also be used in the following door style. Eyebrow 5-panel with scroll Oak raft Al 1 EK` r... e-o—., PREM:.-.1. (..//..,;.• [I i/,l'Lf'/?/- Apn129.2-302 Masonite International Corporation Our o•ouw01 0100uu mro, Ml--nurersoeorrcmans. OrApn u,,d a•oc u crud w e:r rc eninee wanoui noner - s COP-WL-MA0143.02 :: Glazed FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed. of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak, raft ARk EK'- ruui r..as C'Iwt unnaa nw,.A....e r'.n«p.. Ln., O••.. April 29, 2002 0" C0.1.0-0 program OI product -010 "t .;rkeS SpKdi"IiooS. deS.9. Md produCl J-d S'Z,M 10 cn)npc .0o,,1 no,.ce REM. v'?(,r.//.:.. El Masonite International Corporation oxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: f . - pk1- C . O F Y Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maximum unit size = 9'0' x 6Y Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 0o 0o 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: HU d ° 0 0o 00 00 00 00 00 105 Series 106, 160 Series' 129 Series- 12 R/L, 23 PA. 24 fi/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5 panel with scroll. O ak,raff AR 4 EK" I,I.LKGLA. s LN'I ICY DOOMS NonTe.=..eJ ipwr.0 Envr lMws r.'^ L.. W 2002 0.,( w bnun ng WOW— DI prOpu[t •n11.0+em(nI mlk[S SUK-IiLJIgnS. Oevgn INp.pdutl Masonite International Corporation Del , S b,,o w cr-gt w lh.w nmb e. OXO Glazed Inswing Unit L:.COPVL-MA0144-02 zx FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 00000 404 Series 410 Series 109 Series 114, 120.122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE i To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). af 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EK" 1:I *.';I 11 U11.1Nw.-T..--F—e.. E..-Doe.+ April 29. 2002 Our conhnumg program or producl imorovemem makes sptcilicankms. OeSign and MOW OtUil suolecl to Change wilhoui nouce. Masonite International Corporation oxxo Glazed Inswing Unit APPROVED ARRANGEMENT: 0MIL MA0145-02 r a FIBERGLASS DOORS s- O y Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6Y. Double Door with 2 Sidelites Maximum unit size = 12.0' x 6'8" Design Pressure 52.0/-52.0 Umiled water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 0o 00 0 0 00 100 Series 133. 135 Series 136 Series 822 Series 112 GLASS: o a ou HU a 11 0. 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series* This glass kit may also be used in the following door style. Eyebrow 5-panel wilh scroll. O ak raft r. LN'1'Nl'^D..., AR EW T,.e.r.d om April 29. 2002 o.., tmw^qw Drt).0S. e[^ z^U D 0uCi soni nO 001 Su DiPLI 101I ng, w 11j n0.0 OXXO Glazed Inswing Unit COP-WL-MA0145.02: FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: DD DD - 404 Series 410 Series 109 Series 114,120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 81 129 Series 200 Series 12R. 12L. 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 f/&EX 5 State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oak raft AR EW April 29. 2002 Out conlmmne D,DgnM of D odun + Du Menl MACS SuWtICAMM. design )nd WOW deUd suojtti to clunge without noxt Masonite International Corporation XX Glazed Inswing Unit APPROVED ARRANGEMENT. COP-WL-MA0147--02; 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 87. Double Door Maximum unit size = 6'0" x 8'0" Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02 MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: DIII 00 00 822 Series 1/2 GLASS: n 00 404 Series O akcraff AR EK 1115LXGLASS LeNI'NS"•DOORS -I.- E,wy paw• April 29. 2002 Our cont-nunc aroci]m of Drooucl m Dro.rmeni MACS WCil1CDl10nS. deSign and Drocuct 0e11 1 Su01eC110 ClUnpe -Mo., n01rCe. 0 108 Series E••lurr.ly Iron Masonite International Corporation A . COP=WLMA0147.02 jGlazedInswingUnit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE Oak r. . ii- raft To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ aa-r State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 AFt 1 EK" T..o , Fa ,... E....r Dog.. April 29. 2002 Ow conhnumg d•og13m of o.oduO nno.ovemtnl make Soec k2hons. desion and o•odncl oeuii suo,ea Io change without nok(e Masonite International Corporation 1.. i t a .. tXOorOX Glazed Inswing Unit r 890" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 s Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 1 Sidelite Maximum unit size = 6.0- x 8.0' Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 1-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: DID 00 0o 822 Series 1/2 GLASS: 00 404 Series 108 Series Oak raff AR k EK'- f.rl...:.elr 1 o_ 1-.• 1 e 1 `I II t Nf:l.:\' I:.v'I Nl'n Ir11N aM... f vr Doe•. f ApD1 29 2002 M a s o n rt e International Corporation N' co+momoo Droolan a n 000a ro oremem moces SpeD'-wS. aes-a m4 monoo OPIea Seu,rn 10 COanbe wtl00c1 001{r XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: 450 Series A. , COPVL-MA0148-02 -_= 8'0" FIBERGLASS DOORS 0 - 300 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, S1ATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 / &-X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akuaff AR EW w....d I IULM(;LA ,I LN rMY DOORS NpnT•.ar•J f.W..,bu I -Do . April 29. 2002 Our cpnnnulnQ DIOQIam 01 p.00ucs mprovemrnl mails spetiM1calans. des-Qn and p,.fto Oelad suDieCl 10 Change wnn0ul n0 ,ce. i Masonite International Corporation OXO I t Glazed Inswing Unit r 890" FIBERGLASS DOORS APPROVED ARRANGEMENT: a O O Note: Units of other sizes are covered by this report as tong as the panels used do not exceed TO" x 8'0". Single Door with 2 Sidelites Maximum unit size = 9'0' x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used.' Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: om 00 822 Series 1/2 GLASS: n ao 404 Series Oak raft AR k EK' L.1'1'N1-`01,11" I+a*Te. w..e'"—E-1 Dow. April 29. 2002 0., cohnn—o P.Za. of tooaun -2—ernenl makes w-hUhoni. aes,gn aha D,Oauo dead s.bjecl 10 change wilhaut nah(c El 108 Series Masonite International Corporation oxow COP-WL-MA0149L_ Glazed Inswing Unit 8'0" FIIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: kil 810 Series APPROVED SIDELITE STYLES: 450 Series 300 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE Oak raft I ItlI N(:LAS1 l: N'1'Nl',000NS To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). EX 5_ r " ' State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 AR EW April 29. 2002 Our conomting program of product improvement makes specincaiions. design and product detail suoiecl to change without notice. Masonite International Corporation nVX0 Y. COP-WL-MA0150.02.... Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Tff Y 4ht 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size - 12'0- x 8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed —see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 0o nn 822 Series n 00 404 Series 108 Series Oak,raff AR 1 EW 1:1—GLAS1 0r•'rwc `uuuw.S L.w.e ra..p.-t,,r 0— April 29. 2002 o.. i„ o•.,. 0u1 com 0 D•o0nm or Drooun morn+ tM-At3 sptdkanons. oesiOn and MOWMasonite International Corporation Deuu wbjeo ro chm0e amour route. OXXO Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: COP-WL•MA0150.02 8'0" FIBERGLASS DOORS 300 Series ZkY 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTtA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 ff / &-X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraft AR 0 EK" 1 1. •1 o L- N(:L.\\ ti L W'rN\'`I),o., WnT..0 E.w, Dow. Aprd 29. 2002 Our Conunu.nq propom of pi0d.0 D'ove ( ma1rs sDrr(r>b^s. d-9. ano p,oa.n derail SUb"ttj to CNnpe _IhoN no'.C. Masonite International Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT: or tt =r .:COP WL•MA0162.02. a . ' FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door Maximum unit size = 6'0" x 6'8" Design Pressure 55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required: MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 112 GLASS: 0 0 OD ° o0 00 00 00 00 00 105 Series 106, 160 Series129 Series' 12 R/L, 23 AIL. 24 PA 107 Series' 108 Series 304 Series Series - This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raft AR k EK" 11. 11. Nt:l SN L.I I. 1'`.1110.1 N1—r—E• Doo.s Apra 29.2002 Om — 1-num9 Wopgm of mooua imp--M males srec.f- ns. desson and product dtl) 1 suoiecl 10 Lnanpe wdrqul n-1 R ( rtluair ela I,om Masonite International Corporation XX Glazed Outswing Unit COP-WL-MA0162.02 j FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series i CERTIFIED TEST REPORTS: CTLA-MW-2 Certifying Engineer and License Number: Ramesh Patel, FE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 f I / &-X3 IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakwaff AR k EW 1`IULN.:I.\l.l LN'I It l'`UUUItl No.i..w.e ie..HuEnv, Omn APrir 29. 2002 OW LOnnnWnp D 04t>m Ot D OOUCI JDD Ov[m[nl mJE[S SDttiliL>Ign2. orS D^>n0 D ODDCt DrbJ SDOKO 10 Cn>np[ nnnoW ^DIKr r Masonite International Corporation rS=' M Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: o o Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6T It 8T Design Pressure 47.0/-47.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 822 Series 1/2 GLASS: 0 404 Series 108 Series Oak -raff AR k EK` LItlLkGLASS LH-rNl"'U()f)NS < T•.w..E FCju. Envy Deon Awd 29. 2002 0. Em..... D'.g— Ot pr00act mD gv<mem mp<s SpeULobms. 0<spn a W D OOVO 011an sonwu 10 cnpng<..-mow noirc< PrtUY10C'Z,*.A./r:, . f.ciu..e1y 1 om Masonite International Corporation I 3/4" X 1-1/2" X 13GAGE MIN. 2" GALV. STEEL GALV. STEEL HORIZONTAL ANGLE HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT / OF THE DOOR., 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2-LAG SCREWS. 1 FOR 16' X 7' USE C 1/4" X 3/4" HEX HEAD SELF DRILLING SCREW TT DETAIL D 2" 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4"-20 X 5/8" TRACK BOLTS. OPENING HEIGHT NOT OVER DOOR HEIGHT) 63" (16' X 7') 16' X 7') 9' X 7') 3/4" POLYSTYRENEJA33-(9' INSULATION STANDARD FOR MODEL 73 G 19-1/2', 21'OR 24' HIGH PANEL16'X7' (4 BRACKETS) GALV. AND 59'X7' (3 BRACKETS) PREPAINTED STEEL 26 GAGE FOR ALL X 1/2" LONG 16GA. GALV. STEEL 4GE BOLT k NUT TOP BRACKET WITH OPTIONAL SSB GLASS 14GA ROLLER r HOLDER WITH 52FASTENERS. STRUTS 3" 18GA WIDE 1/4-X 3/4- LONG HEX HEAD SELF (SEE DETAIL A) DRILLING SCREWS. 1(2 PER VERTICAL STILE) r— — CENTER STILES 5 COLUMNS) ALTERNATE CONSTRUCTION CENTER HINGES USING (2) STRUTS 3 COLUMNS)1 7, 7, 16' X 7' DOOR 2" ROLLER WITH 7/16" DIA LONG STEM. B IB TIRE: STEEL 10 BALL 8' AND 9' WIDE DOORS 2" ROLLER WITH 7/16" DIA. SHORT STEM. TIRE: STEEL 7 BALL SEE DETAIL C A I16' 4"X 16" AIR VENTS ( DOUBLE CAR) ALTERNATE CONSTRUCTION 14 GAGE GALV. STEEL END USING 2 STRUTS. HINGE ATTACHED WITH (4) OR ( a) REO'D. OPTIONAL SSB GLASS LIGHTS ( ) 5) SCREWS. SEE DETAIL C. (( 120 S0. IN. MIN. TOTAL OPEN AREA) 4 STRUTS A OPTIONAL, 3" 20GA WIDE SEE DETAIL A) 4"X 16" AIR VENTS 2) REO'D. 60 SO. IN. MIN. B B TOTAL OPEN AREA) OPTIONAL--_ LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) GAGE END CAP 7-20 GAGE END STILES MODELS EXCEPT 2 20 GAGE END STILES - FASTENED 24 GAGE MODEL WITH TOG-L-LOCS TO PANEL 750 USE END CAP OVER END STILES. © 1-3 8 POLYSTYRENE INSULATIONSEEDETAILC) OPTIONAL FOR MOD. 724 AND 730© 0 6 Oe p 13 GAGE GALV. STEEL BOTTOM BRACKET 0 • t oATTACHEDWITH2FASTENERS 2' BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. p 18 GAGE GALV. STEEL CENTER HINGE 20 GAGE GALV. STEELI LH. CENTER STILE 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR A 16' X 7' DOOR USE ONE DETAIL C FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2" SECTION A —A EXTRA SELF DRILLING SCREW LAG SCREWS. PREPARATION OF JAMBS BY .OTHERS. THROUGH TOP LEAF OF HINGE, END SECTION B—B UQ STILE, CAP AND RAIL TYP, 6 PLACES, 11 AND USE LONG STEM ROLLERS. P.S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSTIVE NEGATIVE 8'-0" 7'-0" 32.8 37.4 49.2 56.1 29.1 33.3 43.7 49.9 23.6 26.3 35.4 1 -39.5 NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4"-20 X 5/8" HEX BOLTS do NUTS OR 1/4" X 1/2" LONG HEXHEAD SHEET METAL SCREWS. 19 l'Z G 2422 3/5/02 KDD c3 T WILLIAM T.tDEMANN P--E DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES Consulting Structural Engmee'r `, - LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10% DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", 1140 Anderson Street 30' ROOF HEIGHT, ROOF PITCH > 10, 2' OF DOOR IN END ZONE. Clermont, FL 34711 `%`r AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR (352) 242-0100 OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, ES NOTGIVENTHESAMECONDITIONS. .THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE © NOTE T SATISFY IMPACT DEBRIS GLAZING REQUIREMENTSINCREASEINPRESSUREASTHEDOORSIZEISMADENARROWERORSHORTER. NTS IN FBC F 2413 1/25/02 E 2137 2/9/00 D 1724 6/24/97 C 1549A B 1549 A 1 1449 9-8-95) 1366 1 1-01-94) SCATES, REV. E.C.N. DATE APPROV 9' SINGLE CAR) CENTER STILES k CENTER HINGES (1 COLUMN) 1.25" T 3" 2.75" -- I DETAIL A 3" 20GA WIDE STRUT 3" 18GA WIDE STRUT LOCK P.O. BOX 13858 MAUMELLE, AR. rTMSR R72113® 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: G O101993- 8, 9 WINDLOAD FOR SBC RESIDENTIAL 100 01507. STEEL DOOR MPH, FBC TOLERANCEFRAC. f 1/64 120 MPH EXPOSURE "B" NEXT LEVEL DATE: DWG. NQ, DEC. t .015 ANG. t V PLOT SCALE 9/ 14/94 DRN. BY 99— B_033 SCALE SHEET 1 OF 3 NONE1=1 GDR r 13 GAGE MIN. GALV. STEEL 1/4" X 1/2" LONG USE FOUR TRACK SPLICE OR FLAG BRACKET. CARRIAGE BOLT do NUT FOR 16'X8' FASTENERS FASTEN TO WOOD JAMB WITH 16GA GALV. STEEL ON 9'X8'.- 5/16" X 1-1/2" LAG SCREWS. 6 TOP BRACKET WITH 14GA ROLLER FOR 18' X 7' HOLDER WITH 2" GALV. STEEL & 18' X 8' USE 2 FASTENERS. VERTICAL TRACK 1/4" X 3/4" FOR 18 X7' & 18'X8' 16GA 16'XB') HEX HEAD SELF SEE TOP BRACKET 13GA 18'X7', DRILLING SCREW DETAIL D ON PAGE 3 USE TWO EXTRA 18'XB') or-IX 8' & 10' X 8' DOOR SELF DRILLING SCREWS THROUGH 63" OPENING 42" (16' X HEIGHT NOT OVER 16' X DOOR 48- 48" ( 16' X HEIGHT) 33' ( 18' X 7) 39" ( 18' X 8') 39" ( 9' X 8') 21" 18• X 7• 24' 18' X 8' 24" ( 16' X 8') 24" ( 10' X 8') 15- X 7') X 8') 63" ( 18' X 7') 72" ( 18' X 8) r 72" (16' X 8' 72"( 10'X8') 8' X 7' 8' X8'3 X 8') 5' J 9' X 8' 3 BRACKETS 16' X 8• ((4 BRACKETS) 10 X 8' (4 BRACKETS) 18' X 7' (7 BRACKETS) 18' X 8' 7 BRACKETS) 20 GAGE END STILES - FASTENED WITH TOG-L-LOGS TO PANEL 3/ 4" POLYSTYRENE INSULATION STANDARD FOR MODEL 735 19- 1/2", 21" OR 24" HIGH PANEL GALV. AND PRE- _ PAINTED STEEL 26 GA ALL MODELS EXCEPT 24 GA. MODEL 750 USE END CAP OVER END STILES. 1-3/8" POLYSTYRENE SEE DETAIL C) INSULATION OPTIONAL FOR MOD. 724 & 730. 13G4 GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2• FASTENERS (16'X8'). 4 FASTENERS (18 X7 18' x8'). SECTION B-B 2 FASTENERS (9'X8') 18 GAGE GALV. STEEL CENTER HINGE AND (10'X8'). ATTACHED WITH 4 FASTENERS. SECTION A -A 20 GAGE GALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS - 1.25" TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2" LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P. S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH I HEIGHT I POSITIVE NEGATIVE POSITIVE NEGATIVE 9'- 0" 8'-0" 25.5 29.1 38.2 43.7 10'- 0" 8'-0" 33.0 36.9 49.6 55.3 16'- 0" B'-0" 1 +24.3 27.3 36.6 41.1 18'- 0" 8'-0" 1 +27.3 30.7 41.0 46.0 18'- 0' 7'-0" 1 +27.3 30.7 41.0 46.0 2 ROLLER WITH 7/16 DIA LONG STEM. TOP AND BOTTOM TIRE: STEEL 10 BALL LEAF OF HINGE 18' X 7' do 18' X 8' DOOR AND END STILE, 2" HURRICANE ROLLER ON 16X8, 18'X7' L.H WITH 7/16" DIA k 18'X8'. LONG STEM RAILS 8 STRUTS - 3" 18GA WIDE SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE ON 10'X8'. TIRE: STEEL 1U M&L. 9' X 8': 10'X 8' 20GA. END CAP, NO RIVETS. 9' X8' 2' ROLLER WITH 16' X 8•: 16GA. END CAP do RIVETS. 7/ 16" DIA. SHORT STEM. 18' X 7• do 18' X 8': 13GA. END CAPk RIVETS. 14 GAGE GALV. STEEL RAIL END HINGE ATTACHED WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. MEND 0 GAGEeSTILES 16•X8• & 18'X8DETAIL C POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE 2" GALVANIZED STEEL STRUT. ATTACHED WITH 1/ 4" X 3/4" LONG HEX HEAD SELF DRILLING SCREWS. 1 ( 2 PER VERTICAL STILE) 4 STRUTS 3" 20GA WIDE" SEE DETAIL A) 4"X 16" AIR VENTS I 2) REQ'D. B OPTIONAL SSB GLASS 60 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL. ---- CENTER STILES k HINGES (1 COLLIN 3 1 z 2. 75- ----A "e DETAIL A 3" 18GA WIDE STRUT WILLIAM T. LINDEMANN- PE. Consulting Structural EngiTEeer r' DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES 1140 Anderson Street: LISTED IN THETABLEABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", © Clermont, FL 34711 30' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE. (352) 242 - 0100 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR 6 STRUTS - 3" 18GA WIDE SEE DETAIL A) LOCK OPTIONAL- SEE DETAIL C 4"X 16" AIR VENTS 4) REQ'D. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL ALTERNAIT CONSTRUCTION USING ( 2) STRUTS./" OPTIONAL SSB GLASS 18' (DOUBLE CAR) 4"X 16" AIR VENTS 4) REQ'D. OPTIONAL 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL SSB GLASS LIGHTS 16' (DOUBLE CAR) OPTIONAL SSB GLASS f I 4" X 16" AIR VENTS j B a' (2) REQ'D. B 60 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL.---_ 9. ELATE ( SINGLE CAR) ' OPTIONAL LOCK NOTE: ALL NON - DESCRIPTIVE FASTENERS SHOWN TO BE 1/4"-20 X 5/8" HEX BOLTS k NUTS OR 1/4" X 1/2" LONG HEX HEAD SHEET METAL SCREWS. G 0 2422 2413 2137 1724 1549A 1549 1449 OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, - 1366 GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE G NOTE: GLAZING DOES NOT SATISFY IMPACT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. DEBRIS REQUIREMENTS IN FBC REV. E.C.N. 3/5/02 KDD B NTER STILE ( 7) COLUMNS LATER HINGES 5) COLUMNS ALTERNATE CONSTRUCTION USING ( 2) STRUTS , B CENTER STILES ()) COLUMNS CENTER HINGES 3) COLUMNS ALTERNA CONSTRUCTION USING ( 2 STRUTS.- 7_ B 8• CENTER STILES & CE ( SINGLE CAR) HINGES (1 COLUMN) OPTIONAL LOCK P.O. BOX 13858 V 1LLI17 MAUMELLE, AR. VSOD DOOR 72113 1(501) 562-18721/25/02 MODELS: 724, 426, 730, 735, 750, 550 2/9/00 6/24/97 DWG. WAS 101993-8, 9 PART NAME: WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 @150% MPH, FBC 120 MPH EXPOSURE "B" 9-8-95) R. 6..6.,.) NEXT LEVEL PLOT -KALE DATE, 9/ 14/94 DR GDR I DWG. NO. 99-B- 033 11- 01-94) SCATES) DATE APPROV. NONE SHEET 2 OF 3 n OPENING HEIGHT NOT OVER DOOR 5 13 GAGE MIN. GALV. STEEL TRACK SPLICE FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2- LAG SCREWS. f] 2" GALV. STEEL ( J VERTICAL TRACK FOR 18' X 8' USE16CA'' 13GA 16X8 18'X8' HEXHEAD XSELF DRILLING SCREW DETAIL D 24" T 24" 24' 15" 18' X 8') I 72" ( 18' X 8' 72-( 16'X8.3 72- ( 10' X 8') 63- ( 18' X 8') I 63- (9' X 8') 48" ( 18' X 48- ( 16' X 48- ( 10• X 39- ( 18' X 8') 39- ( 9- X 8') X8') I x8' X 8') 3/ 4" POLYSTYRENE INSULATION STANDARD FOR MODEL7735-\ G 13 GAGE GALV. STEEL TOP USE FOUR BRACKET WITH 10 GAGE ROLLER FASTENERS RAILS HOLDER. NOTE THAT ROLLER ON 9•XB'. HOLDER IS TURNED DOWN. NOTE: 16' X 8' USES TOP No BRACKETONSHEET2. USE TWO EXTRA 16' X 8' k 10' X 8' DOOR SELF DRILLING 2" ROLLER WITH 7/16" SCREWS THROUGr DIA. LONG STEM. TIRE: STEEL 10 BALL TOP AND BOTTOE ONE EXTRA LEAFOFHINGELF18' X 8' DOOR DRILLING ANDENDSTILE,REW 2" HURRICANE ROLLER THROUGH ON16'X8 ANDTOP WITH 7/16" DIA LEAF OF 18XB . HINGE ON 10'X8'. LONG STEM. TIRE: STEEL 10 BALL 9' X 8': 1O'X 8' 20Gk END CAP, NO RIVETS. 9' X8' 2- ROLLER WITH 6' X 8': 16GA. END CAP do RIVETS. 7/ 16" SHORT STEM. 18' X 8': 13GA. END CAP do RIVETS. 14 GAGEGE GALV. STEEL END HINGE ATTACHED RAIL WITH 4, 5, OR 6 SCREWS: SEE DETAIL C. c 20 GAGE END STILES Oc 10 STRUTS - 3' 18GA WIDE SEE . DETAIL A) LOCK OPTIONAL SEE DETAIL C SEE DETAIL A) LOCK OPTIONAL — 6• X8• & is 'x8 D ETA I L C \ f 4X , 6" AIR VENT POP RIVET TOP AND 20 QDIN. MIN, BOTTOMOFENDCAPTOTALOPENAREATOENDSTILEOPTIONAL • ----_--- 7GALVANIZED STEEL STRUT. ATTACHED WITH 1/4" X 3/4- LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) 1- 3/8" POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724 do 730. 13GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 FASTENERS ( I6'XB'). 4 FASTENERS 18'X8'). 2 FASTENERS (9'X8') JCl IIVIV AND ( 10'x8'). 18 GAGE GALV. STELE CENTER HINGE E3—C) V ATTACHED WITH 4 FASTENERS. SECTION A —A 20GAGE. GALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LDC OR POP RIVETS --1 -- 1.25' TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16- X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. 10 \ l , 24' HIGH PRANEL2GALV.• 9' X 8' 3 BRACKETS 116' X 8' 4 BRACKETS 4 AND PRE- _ PAINTED STEEL 0' X 8' BRACKETS; 18' X 8' 7 BRACKETS; 1 26 GA. ALL MODELS EPT 20 GAGE END STILES -FASTENED 24 GA. MODEL WITH TOG-L-LOCS TO PANEL 750 USE END CAP OVER END STILES. SEE DETAIL C) 2- P. S.F. TABLE DOOR SIZE DESIGN PRESSURE I TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE I POSITIVE NEGATIVE 9'- 0- 25.5 29.1 38.2 43.1 10'- 0' 8'-0" 33.0 36.9 49.6 55.3 16'- O" 8'-0" 24.3 27.3 36.6 41.1 18'- 0' 1 8'-0' 27.3 30.7 1 +41.0 1 -46.0 OPTIONAL SSB GLASS 3" 20GA WIDE SEE DETAIL A) B 4' X 16" AIR VENTS 2) REQ'D. 60 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL— ® r---,, CENTER STlli5 k C NTII HINGES ( 1 COLUMN) ALTERNA CONSTRUCTION USING ( 2 STRUTS... SINGLE CAR) OPTIONAL B OPTIONAL SSB GLASS B' 4' X 16' AIR VENTS 18' ( DOUBLE CAR) 4) REO'D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPnONAL CENTER STILE (7) COLUMNS. CENTER HINGES (5) COLUMNS ALTERNATE CONSTRUCTION NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4"-20 X 5/8" HEX BOLTS do NUTS OR 1 9 1/ 4- X 1/2- LONG HEX HEAD SHEET METAL SCREWS. 2. 75" -- so z G 2422 3/5/02 KDD DETAIL A F 2413 1 /25/02 3" 18GA WIDE STRUT WILLI:AM T. ! livuE 9rlY"! "p. 3' DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES Consulting StTJCiural Eniil'ikr-1 - LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 Anderson Street PITCH > 10'. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B', © ClerTnGrt, FL 34711-_ ': 30' ROOF HEIGHT', ROOF PITCH > 10% 2' OF DOOR IN END ZONE. term } 242 olio ' AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE G NOTE: GLAZING DOES NOT SATISFY IMPACT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. O DEBRIS REQUIREMENTS IN FBC E 2137 2/9/00 D 1724 6/24/97 C 1549A B 1549 A 1449 9—B-95) 1366 1 1-01 —1 REV. E.C.N. DATE OPMNAL SSB GLASS 16' AIR VENTS ZEQ' D. So. IN. MIN. OPEN AREA) NA ( B CENTER STILES h (SINGLE CAR) HINGES ( 1 COLUMN)---- OPROWIL LOCK P. O. BOX 13858 7( 7 MAUMELLE, AR. WJL1 J SOR DOOR 72113 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 <15 DWG. WAS PART NAME: 101993— a, 9 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 ®150% MPH, FBC a - A ) NEXT LEVEL DATE: DWG. NO. SCATES) 9/14/94 99— B-033 SCALE PLOT SCALE DRN. BY APPROV. NONE 1=1 GDR SHEET 3 OF 3