The URL can be used to link to this page

166 Magnolia Park Trl 03-1538 SFRPERMIT ADDRESS p CONTRACTOR ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 CBC 055300 PROPERTY OWNER ADDRESS PHONE NUMBER A / ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR TU)0,1jb)j0Y-, 0' ' PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR _ PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE d d x SUBDIVISION C>s-z - En cn PERMIT #(�S r ` VS . � DATE PERMIT DESCRIPTION �a PERMIT VALUATION r� SQUARE FOOTAGEC CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 166 MAGNOLIA PARK TRL for which permit 03-00001538 has heretofore been issued on 4/15/03 has been completed according to plans and specifications filed in the office of the Buildi g Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electri zonin and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes DATE APPROVAL DATE BUILDING: FIRE: Finaled �o-a `e Inspected \ ZONING: Inspected UTILITIES: Water Sewer Lines In � Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage 0 Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs Lights Storm Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 5 16 03 20.00 01-APPLCTN FEE -ELECTRIC 6/04/03 20.00 01-APPLCTN FEE -BUILDING 4/15/03 10.00 01-APPLCTN FEE -MECHANIC 6/30/03 10.00 01-APPLCTN FEE -PLUMBING 5/13/03 10.00 02-ENGNG DEVLPMT FEES 4/15/03 10.00 01-FIRE IMPACT - RESIDENT 4/15/03 59.2'7 01-LIBRARY IMPACT FEE 4/15/03 54.00 No APPROVAL PAGE: 6 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 166 MAGNOLIA PARK TRL for which permit 03-00001538 has heretofore been issued on 4/15/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 4/15/03 279.61 01-POLICE IMPACT - RESID 4/15/03 91.93 01-RADON GAS TAX FEE 4/15/03 -15.30 01-ROAD IMPACT FEES 4/15/03 847.00 01-RECOVERY FD/CERT. PGM. 4/15/03 15.30 01-SCHOOL IMPACT FEE 4/15/03 1384.00 WD IMPACT:SINGLE FAMILY 4/15/03 650.00 SD IMPACT:SINGLE FAMILY 4/15/03 1700.00 (J`cNti �-' 7/6 OWNM BtffLDING OFFICIAL DAT ` FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION .CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200`: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION I For Insurarae Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 166 MAGNOLIA PARK TRAIL CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 11, MAGNOLIA PARK BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, 'rf necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: C3 GPS (Type): ( ##° - ##' - ##.##" or ##.####In ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1, NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME I RM. STATE CITY OF SANFORD 120289 SEMINOLE 64. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVFJREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use deem of tbod'mg) 1202890045 E 4117,95 411995 A,X 40 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined 0 Other (Describe): SEE 'D & E 2"ON 2ND PAGE B11. Indicate the elevation datum used for the BFE in B9: 0 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ ConstiLdon Drawings' ❑ Building Under Construction` ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most slaillar 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 photogro.) C3. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-ami 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 Conversion/Comments _ Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes 0 No o a) Top of bottom floor (including basement or enclosure) 42. P.M V o b) Top of next higher floor NIA. fL(m) to o c) Bottom of lowest horizontal structural member (V zones only) WA. fit(m) u d) Attached garage (top of slab) 41. 5 fL(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 41. P.M o Q Lowest adjacent (finished) grade (LAG) 40.3110) Z s? o g) Highest adjacent (finished) grade (HAG) 41. 2 IL(m) o h) No. of permanent openings (flood vents) within 1 fl above adjacent grade Q o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. 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. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATEL.LO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT ST E TE.1 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE � I'L K. I A i ff' i h V 1 f 10/14/03 (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 (IndudN Apt, Unit, Suit, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number LARGO 166 MAGNOLIA PARK TRAIL CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32T73 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 FINISH FLOOR ELEVATION WAS PROVIDED BY THE SURVEYOR FROM CONSTRUCTION DRAWINGS FOR THE PROPOSED PLAT OF MAGNOLIA PARK 'LOMAR REVISION IS IN PROGRESS" DRAWING FROM BRISKEY & ASSOCIATES, FLOOD LEVEL DATA PROVIDED SHOWS BFE 40'. NO COUNTY BFE HAS BEEN DETERMINED AS OF YET. CITY OF SANFORDSEMINOLE COUNTY ❑ 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. E1. Building Diagram Number 1(Select the building diagram most similar to the building for which this oertificate 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 .8 ft.(m) _in.(cmm) ® above or ❑ below (check one) the highest adjacent grade. (Use natural grade, I available). E3. For Building Diagrams 6$ 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 andlor equipment servicing the building is _ ft.(m) _in.(crn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, 9 available). E5. For Zone AO only: If no food depth number is available, is the top of the bottom floor elevated in aaprdanoe with the community's tloodplain 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 owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAassued or community - issued BFE) or Zone AO must sign here. The staterrrenfs in SecU= A, d G and E are correct to the bet of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the cormunitys floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. . G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Conwients area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or com mnunitymissued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. M G5. G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (inducting basement) of the binding is: _. _ft (m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: — LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions l PLAT OF SURVEY DESKCRIISTIOW (AS FURNISHED) LOT 11, MAGNOLIA PARK AS RECORDED IN PLAT BOOK 63, PAGES 54-59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). TRACT "E" MAINTENANCE & ACCESS 60.00' S89'31'41 "E 10' SCREEN WALL EASEMENT ---------------------------'in - e LOT 11 �• 22.0' .';COVERED•: 0 9.2' ri W � " C ONE STORY CONCRETE BLOCK ^ C:) RESIDENCE o FINISH FLOOR o o Ui DOELEVATION=41.97 .., V ui a 00 fV to LOT 10 :z o LOT 12 Z In A + 'CQV�RED S ri'CENTRY .. '-n B.3' 30' 207' GRAPHIC 5C — s.o' 0 15 30 -.•CONCRETE;' DRIVEWAY --------- N 10 UTILITY EASEMENT• WALKI 405 1 �,: •: 16.0 p01 WALK IS _- 1.0' OFF 1 N89'31'41 "W 60.00' 8 NIYI p I N �1 I 532.85' 531 j 420.39' PT S89'31'41 "E 953.24' PC CENTERLINE OF TRACT "A" RIGHT OF WAY MAGNOLIA PARK TRAIL 50' RIGHT OF WAY CERTIFIED TO AND FOR THE (PRIVATE) EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA KEVIN P. ZAKRZEWSKI AND ANGELA S. ZAKRZEWSKI AMERICAN HERITAGE MORTGAGE CORPORATION 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 10-9-03, 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 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN BOTH ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN & ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 11 AS BEING S89'31'41"E PER PLAT. (FIELD DATE:) 4-10-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM36223 DRAWN BY: FINAL 10-9-03 CKB PLAN 2-18-03 LEGEND — BUILDING SETBACK LINE CENTERLINE -- RIGHT OF WAY LINE 4y EXISTING ELEVATION O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/1Y SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 320 EAST SOUTH STREET. SUITF IRO ORLANDO, FLORIDA 32801- (407) 426-7979 FND 1/2" IRON ROD AND CAP ® LB 16393 (10/9/03) QFND NAIL AND DISC LB 14671 (10/9/03) O FND 1/2" IRON ROD NO ID. (10/9/03) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION ' POL POINT ON LINE PCC POINT OF COMPOUND CURVE i HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA I o-{3-a3 FOR THE FIRM ALLIATA R. USCAT LO JR. P. 928 DATE Permit # :__CJ_ j / �-3 6 Job Address: ` Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION .- � Date: c �� Value of Work: S m\ , Q< Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Fo41 Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical' Residential Non -Residential Replacement New (Duct Layout & $nergy Cali. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Amm ~z Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required Cor oilier than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: ' ate License.Number:�_ . Phone &Fax: � fARa1 %m�A �' P 32W_ 4 % 56,5360� Bonding Company: Address: Mortgage Lender: Address:- Architect/Engineer: Phone: Address: — Fax: - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to 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: 1 certify that all of the foregoing information is accurate and that all work will ne in compliance with all applicable laws rrct�trlating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO ENCEM MAY RESULT IN YOUR P/i,Z'WG TWICE FOR l[MPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING ONSULT ITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N TI E: In addition to the requirements of this permit, there may be additional restric ns applicab to prop, that may bb found in the public records of this county, and there may be additional permits required from other governmental ties such as t a e t rr ggriient districts, state agencies, of fcdei al agencies. Acceptance of permit is verification that 1 %Nil] notify the owner of the Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -Stare of Flonda Date Owner/Agent is Per,(inalh �nown to Me or Produced II) APPLICAI ION APPROVED BY: Bldg: _ Zoning: Initial & Date; J;xcial ( ondmons: uir of Flo r Lien Law, FS 713. Sign of Contactor/Agent Date I3ERT G. DELLU_ R USSO Pri t Contractor agent's Name ./ d - Signature of No_n--Slate of Flonda Date Con;racror/Age-::; I'ersonail Known to Me or Produce.'.:-) (Initial & Date) FD: (Initial K Date) — (In+tia� I & pat; MIRINDA C. TURNER MY COMMISSION # DD 212893 EXPIRES: June 14, 2007 Bonded ThN Nowy Public UrKWvrnero r CITY OF SANFORD PERMIT APPLICATION Permit No.: _ l .) Date: ' \ c) Job Address: 1 n u Permit Type: Building Electrical Mechanical Plumbing Fire AlaroVSptinkler Description of Work V Qn5+r u E+ G (D► c-I S F R- Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service _Temporary Pole _New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: ✓Residential —Commercial _ Industrial Total Sq Ftg: CValue of Work: 5, Type of Construction: B LD C-4 Flood Zone: Number or Stories: i Number of Dwelling Units: _ Parcel No.: 18 - 20 3 / —900 - OOZO -02CO (Attach Proof of Ownership & Legal Description) Contractor/Address/Phone: /etGha/'d- �� 07 /IrlAk,.110 State License Number: 4:7ea 55-10 Contact Person 2c f6 Phone & Fax Number. 110 f 5�7- /D� Rg �?57- % -z Title Holder (If other than Owner): NA Address: Bonding Company: /vA i • Li__ Mortgage Lender: NA Address: Architect/Engineer �1 11 CIROOP Phone No.: 47 -% Address:4� i IU �SZ 4-4 54l�5 // AI munto J'p�'��s Fax No.: 40 - 77 'ID7,1 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 the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOI;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. Accep f permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. r3 1 Signature of Own gent Date L&Yam of ContracTUYApm Date 000E L . Lq1 z ICN 9, Print Owner e is N e Print ctor/ ent's Signature of Notary -State o Florida Date gnature of No to of Florida Date OFFICIAL NOTARY ZCr PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY CO MISSION EXP. TULY 26,2006 Owner/Agent is Personally Known to Me or Produced ID H FF ciit"PATRICIA COULTON PUBLIC STATE OF FLORIDAMISSION NO. D134330MMISSION . ULY262006 Contractor/Agent is Perso y oars to Me or Produced ID APPLICATION APPROVED BY: Date: Special Conditions: A ��' (l 1 ,KW® V 'f" l , G s/ (36.V," Since 1978 March 31, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter Magnolia Park This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. for the following work: Construction of a SFR on Lot 11, Magnolia Park Phase 1, 166 Magnolia Park Trail Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. Drive, Suite 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com Rq ® p p 16uZ64Vu Since 1978 Roger Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. WITNESSES: Patricia Coulton Printed/ Typed Name Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE (Owner) Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 315t day of March, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is personally known to me or who produced their Florida State Identif Notary Signature �;I,TON TRICIA CO f of FLORIDA N� 1)1)13,4330 COMM�S 1O jjXp, Notary Stamp 6250 Hazeltine National Drive, Suite 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # SUBDIVISION: Njq61U&1fi j" ADDRESS &� 19A6KkA PAkk TQRit- 6ANFQ2�l�I 6,11T BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS t 3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYO T ATTACHED TO THE PLANS / 2 SETS OF SEALED TREKS PROFILES AND LAYOUTS ATTACHED TO THE PLANS L UTILITY FORM NOTICE OF COMMENCEMENT � APPEx CONTRACT � Sri U6 l,lzU � J Limited Power Of Attorney I hearby name and appoint: Craig Coulton, fir' each agents of D.R. Horton Inc. To be my lawful attorney in fact to act for me and apply to The Building Department of: The City of Sanford For a residential pen -nit for work to be performed at: Lot N . I i Subdivision: r l: oc! yqo � l G{ Ptt r L ll �... Address: And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd Contractor State Registration Number' Signature of Contractor This foregoing instrument was acknowledged before me this c2•1 day of 2003 By. Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. State of ofoddaCounty ge Notary Public Signature f OFFICIA`"` L7NZi! RY- PATRICIA OU T- NCYURYCop, P�LIC STATE O M CCOMMCOMMISSION N0. a ISS101�i EXP. t O • CIAL OTA EAL �:_ PATRICIA COULTON Notary Seal NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY CC'vt4i'.SSION EXP. ULY 2b,2006 �-A A x vk SANFORD - P-0. Box 2847 SANFORD, FL 32772 1'I ic)NI; !! (,107) 330-5630 APPLICATION FUR U"I'f1 ,ry SIsItVICI? A(lVO JN l (DULL NAME) "A A t4 13 E 'l SI"I1 V1( 1: A1)DRF SS o m"a -- --- M.�II.INc1 AUI)IZI�SS(o2� !•-I ,l„� � TURN ON DATE- SINGLE FANULY RESIDENCE / MULTI -FAMILY RESIDENCE uw�( AG �� 1_ COMMERCIAL tie •1 WORKfl Q_+ -c 1 l 01 SOCIAL SFcuRI1'yfl HOME# (y'R OWNER OF PROPERTY I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOV : ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND CHARGES IN EFFECT AT THE TIME OF DELIVERY. TO PAY IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLIC NT MUST PROVIDE PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST PAID AT THE TIMEBE. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. MUST O Y ALL OUTSTANDING CHARGES. I AM ALSO RESPONSIBLE -FOR MAKING SURE THAT ALL FAUCETS ARE T IN THE HOM - BEFORE THE SFRVI(`.F is CQ-rAnI i(„ _ _._ - RNED OFF IUNDERST SIGNED DO NOT WRI DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAI_ $ T OF MY ACCOUNT WILL STOP DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ - CSR I)A r(= j 1 , Ia CM OF SANFORD 13 I)ING DIVISION DING PERMIT NTS FOR ENTIAL BUM DING i3MITTAL REQU�� wo 2 recent boundary and bu}lding location surveys showing setbacks O 1 T O 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 includes R. Foundation plan indlenting foot sizes for nil bearing walls. Provide side view de of these footers with reinforcement o b, Floor plan nslonsg door, interior ow,land ortopening sizes, smoke detector, room dimensions, location(s), Landings, decks And stairs. Bathroom fixtures and distances from walls Are to be shown. * Note the StRtc of Florida requirements for bnth door for compliance of Hnndlenpped Code (F.S. 553, Part 5) o C. vationlhel heior ght perlls$ east, west, north And south. City Engineering Department orntsh floorloon elevation Elevations g subdivision plat. of 0 d, Cross sectioninterl wall sectios to be used In the structure. Bearing land eztertornShow All Components f wall section. non benrl g 0 Framing plan for floor Joists where conventionally framed. Plan to indicate spnn, size And species of materials to be used. o Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry And support trusses- 0g, Stair details with trend of 11Rndr And riserd s� And guardrailger size, methods of Attachment, p s. h. Square footnge table showing footagcs: ,+ S.F. Gnrnges/Carports S.F. Porch(s)/Entry(s) S.F. PRtlo(s) S.F. Conditioned structure Total (Gross Area) ❑ 3, Three (3) sets of completed Florida Energy Code Forms (Form 600-A ❑ 4, Soil analysis and/or soil compaction report. If soils appear to be unst or if structure to be built on fill, h report may be requested by the Building Official or his representative. ❑ 5. Other submittal Documents:. o a. Utility letter or Approval when p�b,li4!wnter supply And/or sewer system connection to be made. `din Seminole County Health it 1't� p b. Septic tank permit to be obtalne, Department At: 400 W. Airport Jv4ianford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regAr. ie arbor ordinance And permit. ❑ 6. Application to be completed thorn ghly And signatures provided by A licensed And insured contractor. OWNERBUU DER MUST APPEAR II PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be Included 0 application. If electrical, mechanical or plumbing permits have no, issued, inspections will not be scheduled or made and subcontracto subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTI( 1. Footer 2. Underground, electrical, mechanienl And plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic benits - columns. cells G. Rough electrical 7. Rough mechanical S. Rough plumbing 9. Tub Set 10. Frnming 11. Tenant Separation / flrewall 12. Insulation, walls And/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE (By Owner or Authorited Agent) rA �AP�X C O 2�1T•RQ L Sentricon* Colony Elimination System Pretreatment Plan Agreement Datc of Install : Contract Number PUCHASERS NAME AND ADDRESS dame 3).�. :address (0 � � w v)5\. City/State/Zip 1LL1 0,1�:1 222> Z Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS OTIFICATION STICKER LOCATED: Quarterly Payment Amount (First payment due on the Install AnnIvQr ary Date) Any payment deemed 30 days past dIN will result in the cancellation of this Warranty at1 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 Syf'm, Apex will -arrant the structures) against subterranean termite damage. If subterranean termite damage occurs t the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary pairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the'property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, , AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT GOvEPUN THE RELATIONSHIP OF THE PARTIES. apex Representative Signature Dnte ustomer or Agent Signature Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and all applicable recommendations contained In literature provided by DowElanco: i , install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 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; and 4. during those years, inform the Customer of: a. any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite acti, The Company Nvill extend this Service Commitment following the original twelve month obligation Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and agreement for I er quarter (3mo period) payable on or before the end of the previous monitor the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, n per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to ma baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contai under pier type structure, or As noted in "Special or Additional Comments". The Customer also Agrees to n eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise In the areas) baited. At no time will damage caused to any portions) of the Structure(s), even by an active insect infestation, be the responsibility of Apex In areas where any of the conditions described In this Paragr' of Apex to alert the Customer to any of the Above conditions does not Alter the Customers responsibility unde DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED W, MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE OR WARRANTY FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMI ES RELATING TO ' SERVICE PROVIDED HER THAT HAS CREATED OR AMOUNTED TO AN EXPRE., Customer expressly waives And releases any claims in any lawsuit, arbitration or other legal proceeding negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution o compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If an event shall Apex be liable for any amount greater that Amount paid by the Customer to Apex for the service, FURTHER Date ulations, and the Sentricon nditions of this 'period. After to exceed 10% :Ain the aren(s, standing water fy Apex of anc , onto, or under ,00d destroying h exist. Failur( his paragraph. R IMPLIED RAINTES 01 KE SERVICE RODUCT OI WARRANTY ainst*Apex fo: clue, economic Ind, and in nc e performed. ,r, SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)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 treatment may have and (2)it Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy or sensitivlry concerning odors, 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 stands that the general terms and conditions are hereby made part of this contract and By specific reference hereto, the Customer under apply without exception. t, DONVELANCO OWNERSHIP OF SENTRICON' SYSTEM COMPONENTS: The Customer understands that: All components of the Sentrlcon '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 as Installed by Apex on the Customer's premises under this agreement. 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 Sentrlcon" 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)if the Customer and Apex (Partles) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)it 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; (S)retrieve, or advise DowElanco of 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 o the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue thi relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identifled herein as of the date of the Initial Installatior Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close. t the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or suppic occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex in writing of the events listed above may void th Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Custome 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 pa of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at t' 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 Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex m without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shalt be In Brevard County, Florida. If any part of this Agreemen hold to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the righ revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfil' Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or materlals, stti embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of A Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will no responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade aiterati (3)termite damage resulting from direct wood to soli contact; (4)furniture and contents; (5)areas of existing damage unless areas have 1 repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereur Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedure! commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to ai 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, et sea, proceeding shalt be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determinatlon of the arb►trator be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual I and not a class wide basis. 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 partle, 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 ar relleved of any liability hereunder If Apex determines, In Its sole discretion, that It Is unable to prevent or stop further damage to Pro from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any clams under the terms of this Agreement must be made immediately In writ The Apex Corporate Office. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the Ider Property for any purpose contemplated by this Agreement, Including but not iimited to re -Inspection, whether the inspection was req( by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date. Aft( Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with it = transfer fee payable to Apex wit: (thirty) days of the transfer of the treated Property. 'Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapolnt Ct. #G 5314 Foutkenburg Rd N Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858.0540 813-221.2847 800-929.2847 888.764-2847 877-459-2847 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 MARYiIM HORSE, CLERK OF CIRCUIT COURT SEIIINU COUNTY BK 04775 PG 1599 CLERK'S # 2003059914 RECORDED 04/10/2M 1as52:22 AN RECORDINS FEES 6.00 RECORDED BY N Nolden 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 pproperty: Lot(s) 10, 11, 12, 122 & 123 Magnolia Park Phase 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 #: Contractor: 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 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(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 a different date is specified): D.R. Ho lnc. 0 by: o ert awson, ssistant ecretary (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc.,— 6Tware Corporation, on behalf o the corporation. EIe/She is personally known to me. Notary Public, State and County Aforesaid MMIAL L PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. IULY 26 2006 r a ure Notary Seal ANNE l li Of Clew clu( SFMI14OLE COUNTY. I FLOW r1W,rt lfy c�tRnx ADD Aw J 0 20 -Ob-203 7 : 09AM I- RUP•1 CRY OF SANFORD PERMIT APPLICATION Date: _ Permit q :_ 51 3 Fs - - ` Job Address: L" i C1 L f t CL Description of Work: e-'(° 1 - ----' jet{{prl� pialrlcp 7a+piNf{� Value of Work: $ Permit TYpoi Building Electrical V Mechanical Plumbing __ Eire Spnnkler/Alan Pool Electrical: New Service - rt of AMPS �. Addition/Alteration Change of Smicc Tempor8ry Pole_ Mechanical: Residential Non-Resrdcntia) Replacement New (Duct Layout &Energy CDIc. Required) Plumbing/ New Commercial: fl of Flxturw ri of Water & Sewer Lines >< of Gas Lines _ Plumbing/New Residential: K of Water Closers _ Plumbing Repair - Rc>idenual or Commercial ' Occupancy Type' Residential V� Commercial tndustnal Total Square Footage. _ Construction Type; is of Stories: Is of Dwelling Units: flood zone • (FEhlA form requirud for other than xi Parcel 11 Ownora P Contractor dame & Addreu: Phone & Fax >, I)onding ('ampsny .._ Addrt,r S10rlgagt Leader. Address: Architcct/Engineer. 7 % State L►ccnst number VU 5 Phone: ? Contact Person: Fax /5 Addreoe: __ -- Application is hereby made to obtain a permit to do tht work and imtrllations as indicated. I certify that no wink or installation has comrntnctd prior to the Issuance of a ptaYnit and that all work will be perfnrrnod to meet standards of all laws nNEA ExS �7ANKS land thut xpank permit must be secured for ELECTRICK, AL WORPLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS. AIR CONDITIONERS. ctu. nurlvFR'c AFFIDAV iT_: I certify that all ol'the foregoing infomution it: accurate and that all work will be done in complimos with all applicable laws "Sulanng conscurtion and zoning. wARNfNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMECWff7M}i YYOV�itSLUELNTDER OR ANIN YOUR AYfNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY- IF YOU INTEND TO OSTAfN FINANCING, CONSULT ATTORNEY BEFORE REC:ORUINO YOUR NOTICE OF COMMENCEMENT. NOTICE: in addition to the requirements of thiner pmit, there may he additional restricuons IF slicable to Ilia Property that nay be found in the public rc4ords of this county, and there may be additional permits required fmm other governmental cnntim such as Nester manoeement dISITIC a, slate agencies, Or federal adencles. Acceptance of ptnntt is verification thin I will notify the owner of the propermy of the require f fro( n Law , N 713, r Srgnaturc of Owner/Agcnt Date ltZnaturt�rrocimiAE Daft Print Owner/AgCnt's Name Pr nt Cunrcaewu tgem s Nam $ignaturc of Nutary.$u:c n/ Flnnda Date Signature of f' ate nl Flom t�+-C PC;Wrk,"'v Konwn it, V,<V: t. u,,tnunr/A Cr. �>y Vc,:n�.�.ly Krowr IV My n Pl'Oduccn IU ... AI'I'i.1l'Al ION AI'I'ItOV f.l) By IUdg: I)aicl (IiMUaI Uu r j4ut al d Uatuj (hutial &Date) y, �ymp.r/wMay'� �Aarr MARiE A. 7ETTLEMOYER y w MY COMMISSION # CC 855100 q�e btu' EXPIRES: Jul 15.2013 14M.3-NOTARY Fla Naaary S"ee a Bonding Go. " CITY OF SANFORD PLUMBING PERMIT APPLICATION Ci3. ��32 Permit Number. Date: . . V The undersigned hereby applies for permit to install the following plumbing: �•�. N�r�l �., Owner's Name: L ii M i Address of Job: t 1 i'�a.��a ��S I^.�TwT�� '!o� i `'^ i�• �i �a. It "�.. Plumbing Contract(A7DVAUTAGE P.O. BOX 62002 Residential9VO O, FLORID 1 t _ 76? b� esidential { W) 366-3994 Number Amount Addition, Alteration, Repair Residential & Non -Residential New Residential: -One Water Closet , Z Additional Water Closet Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: $10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City U51word Plumbing Code. Applicant's Signature T c- M o o g cF-- c0s-'-21�+ State License Number ADVANTAGE PLUMBING, INC. P.O. BOX 620027 OVIEDO, FLORIDA 32762-0027 (407) 366.3994 z:) / r i-i 1 r%%A4 CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: Date: i/ -7 dr-3 The undersigned hereby applies for a permit to install the following electrical: Owners Name: _ � v if Address of Job:„ �� / ra� / 1-y%cl✓, Electrical Contractor:► �y1 Coo/��Tlu�s Residential: Non -Residential: By Signing this application 1 am Stating that I am in compliance with City of Sanford Electrical Code. plicant's Slqtliure State License Number r F % n MI�OA(* NIIAMi-DADE COUNTY, FLOR1[ METRO-DADE FLAGLER BUILDI1 BUILDMC CODE COMPLIANCE OFF14 METRO-DADE FLAGLER t)UILDR 1.10 WI'S'r rLAGLER S'I rxi-, surn: w MIAMI, FLORIDA 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (305)37s-2s Premdor Entry Systems CON•rMr. CUR LICENSING SECT1+ 911 E. ,leferson, P.O. Box 76 (Jos)a7s•2s2� F,�XpOs)37s•: Pittsburgh ,KS 66762 ray rlt,�c�rolt r��rcxtrl:al>ry r uli•Isl {JUS) 371.2�JGG I�AX (JAS) J7S-:• 1'ItoUUCr CoN*rno1. uivist (Jos) 375-2902 C•,LY (303) 372-6 Your application for Notice of Acceptance (NOA) of Elitergy 6-8 S-W/E inswing Glazed Double iv/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) underthe conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend 1 use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor; Building Code. The expense of such testing will be incurred by the manufacturer. c—' ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Raul Koarlguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE PRODUCT REVI ENV CONii1.11TTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. F'rnncisco J. Quintana, R.A. Director Miami -Dade County APPROVED: 051'05I200i Building Code Conpliance 01.11c Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED SUN 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 Z3 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 1.1 The Series Entcrgy 6-8 S-NV/E Insiving Glazed Double Residential Insulated Steel Doors Sidelites- and its components shallbe constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec 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 approved drawings. Single door units shall include all components described in the active Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the ang!e between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc desitncd to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will rewire a hur6 protection systern,. 5. LABELING 5.1 Each unit shall bear n permancnt label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved"'. 6. BUILDING PERMIT.REQUIRUNIENTS 6.1 Application for building permit shnll be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies ol'the approved drawings, as identified in Section 2 of this Notice of Acccptnncc, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co- (SFBC) in order to properly evaluate the install ion of this system. Nlanu t 1 crc2, P.E. Product Co ro Exam Product Control Division ` Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED • JUN 0 5 2001 EXkRES April 02t 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered alter a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of 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 proddct 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 feel and granted by this office. i. Any of the following s1.311 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 th6 words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. 1 f any portion of the Notice of Acceptance is displaycd, 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 rcmoval Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP* 7ANCE Manu Percz, P.C., Product Con tr ram Produ 'ntrol Division Glazed Units FIBERGLASS DOORS 6'8" Height — Inswing COP-WL-MA0141-02 02-0419.08 (Application Filed) 52.0 NO ,• X 1 2.0" 2'6" 2'8" 2.10'. 3'0" 316" Not Listed Not Listed - - 1 X0, OX, OXO t 1 rmasoniie 2'8" + IT internationalt COP-WL-MAO143-02 r t 02-0419.08 (Application Filed) UP Rating 52.0 NO 21" + 1'2" 2'10" + 17 2'10" + 1'2" 3'0" + IT 3'0" + 1'2" IV" + 2'8" + 1'0" COP-WL-MAO144-02 02-0419.08 (Application Filed) 52.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17' 1'0"+2'8"+IT 1'G" - 3'0" + 1'0" 17' + 2'10" + 1'2" 17' + 3'0" + 12" 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 i 2'8" + 2'8' COP-WL-MA0142-02 02-0419.08 (Application Filed) 52.0 i NO I i 2'8" + 2'8" 2'10" 4 2'10" 3'0" + 3'0" TV + 2'8" + 2'6" + TV COP-WL-MA0145-O2 02-0419.08 (Application Filed) 52.0 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 webslte (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 oft, structures). National, state or local bui'ding codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or Impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, ?A202 & PA2f:. 0 ak .gaff �?� 1 i:l AR 4 EK'" 1 t.naoaary l,aT 1'INMNr1.A4. r.Nl'NY {lUnNt ra".T..w.t rs«p."Q"r Poar Awr29. 2M2 Oar (oaonvVnp program of p xan m1V,O.-Cngn1 mlate fpatda)Uoni.+espn mp p•opaU D � - ., o"a.rr oaa.. Masonite International Corporation 0a11,4;Yt'ou 19 Ch3rr'"Now nplirp. Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing 1na Mi3mi-Dade OCCO r• Rating H, 1 2'0" 2'6- 02-0418.03 X 2'8" COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" 3'0" _ Not Listed — — 3'6" Not Usled I multiples (wid(h) Masonite International nami-Vade OCCO DP Rating Impact Rated 2'8" + 1'O" 2'8" + 112.' 110 + 1'0" 02-0418.03 Ht '10" + 1'2" COP-WL-MA0163-02 (Application Filed) 55.0 NO TO' + 1'2" _ 1'0" + 2'8" + 1'0" IT+2'10"+1'0" X0, OX, OXO 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'G" + TO" + 1'0" 02-0418.03 11" + 2'10" + 1'2" COP-WL-MA0164.02 (Application filed) 55.0 NO 1'2" + TO" + 1'2" 2'6" r 2'6" - 2'6" I I ( 2'8" + TV + 2T 2' 1 G" + 2' 10" + 2'10" i 37 + TO" + TO" 2'8" + 2'8" 2'8" + 2'8" 02-0418.03 COP-WL-MA0162-C2 (Application Filed) 55.0 NO 2'10" + 2'l0" TO" + 37 XX, OXXO 2'6"+2'8"+2'6"+TV 2'8" + 2'8" + 2'8" + 2'8" 02-0418.03 COP•WL•MA0165-02 (Application Filed) 55.0 NO I 2'10" + 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" + TO" 1 I f I Notes: 1. Cccr arrangements using fewer panels than wha! is shoti-n in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonhe lnternsltonal website (www.maso sPe.com) or from the technical center. 3. Installation instructions are available from the Masonite Internalional website (www.masonite.com) or from the technical center. 4. Aclual design pressure requirement for a specific building design & geographic Ioc2tion is determined by ASCE 7 (Minimum design loads for buildings and ocher 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 3 PA203. I •I:..w::l .l<S h�IMY 1.004.i W"t1•r•V Nw14.. rnw)(h::: rat, io. row ON COMVW.110 01001AIA Of W0000 A WOY 104 MWS SPROICN-OM. Willm WO D1091CI ONin �,.^. i.K1 10 ChmVs ..1"4 1` 1"K t •(IVI•f Ir IIOn Masonite international Corporatior. Glazed Units FIBERGLASS DOORS 8'0" Height — Inswing Masonile International COP-WL-MA0146-02 Rliami-Dade OCCO 02-0423.01 (Application Filed) OP Rating 40.0 Impact Rated NO i X j Singles (width) 2'0" 2'6" 2'8" r 2'10" 3'0" TV Not listed Not Listed — — ,• X•', Ox, 11'11;O lulliples ,th) IV Jullip 2'8" + 1'0" Masonife International COP-WL-MA0148-02 Miami -Dade UCCO 02-0423.01 (Application Filed) OP Rating 40.0 Impacl, NO 2.8" + 17. 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 2'8" + 17 --1 COP-WL-MA0149.02 02-0423.01 (Application Filed) 40.0 NO i 17 + 2'8" + 17" — 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17" + 37 + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3V' + 3'0" + 3'0" XX. OXXO 2'8" + TV COP-WL-MA0147.02 02-0423.01 (Application Filed) 40.0 NO TV + 2'8" .__ 2'10" + 2' 10" _ TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150.02 02-0423,01 (Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" + TO" + TO" + TO" Notes: 1. Door arrangements us;cg fewer panels War what is shown in the above chart also comply under the product approvals shown. 2. Assembly delaft are availab!e from. the Masonite Irfernalional website (www.masonite.com) or from the technical center. 3. InsW a;ion ins!rc;.tions are 3v3ila5le from the i .asoni;e Inter-wicnal website (www.masonite.com) or from the technical center. ;. Actuz; c^sign pressure requirement for a speci`lc cuilding design & geographic location Is determined by ASCE 7 (Minimum design loads for buWings and other structures). National, state or 1^cal builaing 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. 13 O ak ra t ARTEW . , rn r.. rr..... rrr•r— Door.l w..r•..,•.. C-70 •„ rta.roi rsr ca:un� K Tc; ;n os uraw+ �aprorcmcM ,w,ef spc5si;n.o.,, Gsgr : 3 Masonite International Corporation .9 :4nt^ \n9rc•u: nt!i•;l. Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing ond Masonite Internationalr., COP-WL-MA0166-02 r r• Rating 02-0423.03 (Application Filed) 47.0 Impact NO U, X Singles,th) 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — Arrangement X0, OX, OXO Multiples , , 2'8" + 1'0" ,nile International COP-WL-MA0168-02 Miami -Dade BCCO 02-0423.03 (Application Filed) OP Rating 47.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'0" 210" + 17 TO" + 1'0" 3'0" + 1'2" 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" + 172" 17 + 2'8" + 1'0" 1'0" + 3'0" + 17 1'2" + 2'10" + 1'2" 12" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" TO" + 3'0" + 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" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + TV 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" TO" + 3'0" + 3'0" + 37 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 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 BCCO protocol PA201, PA202 & PA203. 0 OakWaff AR EK" ,.+ I... Y DOORS Nw.T +N.nliMrrY-[mr1 U"M+ � �• r I�C/�', Van �.✓��n Ava 29. 2007 Masonite International Corporation 0w coM✓w,^u WoO�>tm o, podun nlp,",_M mHts ,Wftpl M. *sign Md Moduc, it"", 10RC, to chops -IIhw W". nnaaue Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing , X 7 1 , , , �., r 2'0" z'6" 2-8" COP-WL-MA0101-02 01-1031.01 2.10" TO" �• , 76.0 ,. 1 NO 3'6" Not Listed Not Listed - - ,Multiples, X0.OX, OXO 2'8" + 1'0" ,ra farm IRM COP-WL-MA0103-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 17 2'10" + 17 2'10" + 17 37 + 17 37 + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0104-02 02-0109,10 (Application Filed) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 17 + 2'8" + 17 17 + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + TO" 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" + 37 + 37 + 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.masonile.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 8 PA203. Oakc,raff ARTEK" r..l.....l,l.\_ —T\—r—N"=•+n 0^^^ l IM.:"GI.Axi 1: N'r Y I>OONS AV,19.7001 .- O..r.rr 0.... Masonite International COIp Oral�On Our Wl,nu d 0r0pram OI WOd-1 -W.—M m01S WOKaronr. 0-9.4M wudun dtlN� Suatt 110'Wo..^00 nW" Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing , 4� COP-WL-MA0121-02 maims,. •1 NO ,•Singles X (width), 2'0" 2'6" 28 2'10" TO" Not Listed Not Listed — Arrangement— X0, OX. OXO 2'8" + 1'0" , , COP-WL-MA0123-02 D., r 02-0109.09 (Application Filed) r• 55.0 ,. , NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'O" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 (Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1 z" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" IT+ 3'0" + 1'2" 2'6" + TV + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 (Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" TV + 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" TO" + TO" + 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. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 O akcraff AR EK'- 1..,".... t r..m w.T...".a ra".lp-l.vt De-n tIMt.MG1.ASS E N'1'MY DOOMS Ake apri 29, 20M International Corporation Our to"I.ftft Modram of d,odma imD,o".Wd mat" sWdic l . dtsgn and VW % dtlaa SVD*CI W t"Nqt-A"dm"KC. Opaque Units COP-M-MA0100.02 . FIBERGLASS DOORS 8'0" Height — Inswing Arrangement•r.,*J1111111 X 2'0" COP-WL-MA0106-02 02-0109.08 (Application Filed) r• Rating 70.0 Impact, NO 2'6" 2'8" 2' 10" TO" 3'6" Not Listed Not Listed — Arrangement X0, OX, OXO Multiples , , 2'8" + 1'0" , ,1111111116115 COP-WL-MA0108-02 M11r., r 02-0109.08 (Application Filed) r• Rating 55.0 impact Rated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 1'0" 37 + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 (Application Filed) 55.0 NO 1'0" + 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" + 17 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 (Application Filed) 55.0 NO 21" + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + TV + 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" TO" + TO" + 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. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakgraft AR EK'" a .., " : ;N-I' Y nn0"( N•.,.T••,wN rw-r•r l"v10ee•. /�(�C,, ❑ A �+ Ow• r D• Aw+29. 2002 Masonite International Corporation 0w coDue„mp wowam or DrDOV, +nwovM0j mries $Md6 alw"3. 01sW- ano wDDoa oeua SuD,eC,,O CDaDOe -DODD, nolKe Opaque Units COP-WL-MAO100-02 FIBERGLASS DOORS 8'0" Height — Outswing 30 X 1 , 2.0" r,l' r 02-0109.07 (Application Filed) r• 1 70.0 1. 1 NO 1 1 COP-WL-MA0126-02 2'6" 218. 2,10" 3'6" Not Listed I Not Listed X0, OX, OXO M11TIMIM,rill 2.8.0.0. 1'0" 1 1 COP-WL-MA0128-02 r.l' t 02-0109.07 (Application Filed) r• 1 55.0 1. 1 NO 2.8" + 1'2" 2'10" + 1'D" 2'10" + 17" 3'0" + 1'0" 37 + 17 17 + 2'8" + 17 COP-WL-MA0129.02 02-0109.07 (Application Filed) 55.0 NO 17 + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 17 + 3'0" + 17 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17 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-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" 2'110" + 2'10" 37 + 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" 210" + 2'10" + 2'10" + 210" 3'0" + 37 + 37 + 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. Q Oak Taff AR k EK'- 1'd"A'wNla'IVufwlDoer+ �/�C/I1VV,n �.r�� r..r � � 11Mr.NC.1..1 ..\ti h.N-INY 1)OONS -. Oe roe AP,429. 2002 Masonite International Corporation OW Dropl,m 01 OrOdOtt +^Mo.emM1 m*ft SDKN"*W 0, 9. ,nd Drodw ONId SODItLI 10 CDangt wODO"1 n01�tf. X Unit 6' TYP. 6'8" UNIT 87 UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. CountMinimum Fastener • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" MI0-WL-MA0001.02 SINGLE DOOR Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA At 56.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146 or 3166 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 #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. 0 P.pril 29. 2002 Om co"""ump p,.g,a. of Vodw-p—MMr makes SMOKA.M. MalOn11a International Corporation OeSW" a"o 010ou" 004.1 $01W to c"a"oe winour notice 1 rill XO or OX Unit ' SINGLE DOOR WITH 1 SIDELITE 6- TYP. 61" UNIT 8V UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. r • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening " 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" 1 f I ♦ I t r t Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) 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 M8 and #10 wood screws or 3/16"' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 6 PA NDS 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. B 1pld 29 25)2 Masonite International Corporalion 1)•i (O�rr� r. '�: JrJJrin� 41 Itr4U"ll •�r•,r�.t�rrFrl rrS�tt> S"fC�l".JIN��S. de5v W X%% O Oman wDIKI 10 cn-npe "room "K, Oxo r l l l Unit ' SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. r • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 'r r It• t 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" t t f t t t •, V' ' Latching Hardware: • Compliance requires that GRADE 3 or better (ANSUBHMA At 56.2) 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 #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 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. Apdi29 2002 Masonite International Corporation I)vr (Orl.ir..r0 ;)�UVrJ�n VI U�VUv:' �'-:."l+CnrCnl nlJl CS t4flr".JINU'. Of)Nn �nC V� VOVCI 01.'Ijrl SUVItCI 1� :1'.vn�C w11tgV1 nW"C oxxo ► Unit ' DOUBLE DOOR WITH 2 SIDELITES 6 CL TYP. TYR TYP. Y' TYP. �TYI �I ll 11 1 11 Il I it II I~ r6'r 13- CountMinimum Fastener • 6 per vertical framing member • 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'0• UNIT 5/16• 17.1/8' MAXIMUM ON CENTER TYP. Rough Opening 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) 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: i. 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 18 and X10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1.114" 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. ApitiA2001 Masonile International CorporatVon pot COnIx wo g ,og,3m of wofta •nWo Mint mAt$ Soef-nO Wn1. aeon and I"ooun oeu+waea to cn3npe wanow none XX , . 1, , , Glazed Inswing Unit APPROVED ARRANGEMENT: pl': "tF73 O:' . ) O 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". r Double Door Maximum unit size • 6'0- x 61' 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•nalional, 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: mm 00 0000 00 00 00 100 Series 133, 135 Series 136 Series 922 Series 1/2 GLASS: n 0 UU ° n. 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 RA. 24 RIL 107 Series' 108 Series 30e Series Series' -7his glass kit may also be usea In the following door style: Eyebrow 5-panel with scroll Oak raft AR EK- t..l.....1.1 ur<J I:IUUMI:L /13) I:H IKI' UUUK\ w�.L..,..a li..N."E—TDmn !X)L��„�J� �;," • April2y 2002 Masonite International Corporation OW Eo j rf MObrar^ W WOoun m04!5 SDWK;JQn,. dn.Qn erb e100et 011.4 WNW 10 CNnee wrloWr no1Ke XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: y a 00 00 n 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, REJ20224 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 Oak raff AR EK'- ,IUI NI:I.\\.\LN rNI \IJ,)I,X\ nb+.F.wN{4NNu l..v, Over. /j/�C.'�Vl/a❑ e �ry Apri129,2002 Masonite International Corporation Ow e'oe'am of p,00" _p,9 ,M mates Specs .~S. 4es.en ane Dllbucl 00.4 5.bNo 10 th ge w". W nWt XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: O O COP-WL-MA0143-02 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". Single Door with 1 Sidelite Maximum unit size - 6T x 6T Design Pressure +52.0/-52.0 Limited wale, 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 budding 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-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 00 °ED 00 00 00 101 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: ii uu 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R& 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass +a may also be used On the following door styled (yeorow 5 panel wllh scroll Oak raff AR EK- I,em 1.1111: N1:1 •\�.l ll\IMI" I)nllM.\ Non.T..a.r.A lq.rL,.0 L.wn (loon PREMO= e•.ii-. C�%f�Q�7/�/GC�'� April 29.21M Masomte International Corporation ow conb.—; .o10V'3n) on ploeVa mror O.en-1 malel prle(dgJlronS. craven auo > Oe 1. it "n Ve -W.. W.tt XO or OX t ' t Glazed Inswing Unit . r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 00 00 404 Series 410 Series 109 Series M.120.122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0- 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak�raft AR 4 EK'� 1\I 111N11.-\\.<L.v'INl `I)1111N\ 1.bw-T��ewM r►wsov t••r, pew. //TEMD0a?r.1I li b ❑/�a�� Ap,429 2002 n O.e�•.t O Masonite International Corporation Out wl—no 01001im Or A.oeen I,v. tmem mites sm.i,c rgns. Oes�gn and Or000er J11V 340010 ~91 "InOW n01•11 OXO Glazed Inswing Unit APPROVED ARRANGEMENT: V 0 1 =; Single Door with 2 Sidelites Maximum unit size - 9'0- x 68- Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. COP-WL-MA0144.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant repuiremenls for a specific building design and geographic location is determined by ASCE 7-national, slate or local building codes specify Ore edition repuired. 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: 0 o 00 00 no 00 0�9 00 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: n F1 ou ou n 00 00 00 00 00 00 105 Series 106.160 Series' 129 Series' 12 RA, 23 A& 24 Rrl 107 Series' 108 Series 304 Series Series- lws glass kit may also be osed in the following door style. Eyebrow 5-pinel will) scroll r Oakc,raff AR k_ EK'" I-m I LN-IMl'^U(MiiS no-.b.vd rr,.p-[�Dr Dos. PREMwW.,11—,,— Apn129.2002 Masonile International Corporation nw CDnrmo ne Dloorbn Or D," vDUrOvemtM males Speerr plgM Demo^ iM D OODCr W11. sDDRer ID Cnirpe wtlMD1 nwKe. Ox0 t t t . t Glazed Inswing Unit l FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: q00 404 Series 410 Series IN Series 114, 120.122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a a a o 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 8CCO 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 Oak, gaff AR EK" r..r•.,..lt r.•m I�IUL Kl:l n11 LI'.-IMl U(11)NJ .'+e.R.w.e ra..tsu tmr, D••n o Apri129,2002 Masoniie International Corporation OVr COnunu�hq prODr3m Or p•odun A DrO.emenl MakeS SDK4aj*nS. &S.Dn ind DpOdutr ofjaY SuWCl 10 Ch"t wi1110u1 n01Ke. OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0145-02 FIBERGLASS DOORS Double Door with 2 Sidelites Maximum unit site . 12'0' x 61- Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". 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 00 °11 00 00 00 101 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 0 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R& 2/ 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 Oak rag AR 4 EK'� �m w,,.,.r.x.. .. re ,.... ,, r n,c aeens.a tnr,tr•uoors ne,.r..m..e ra..p.D t.wr Deo., f�fJ:'ia�iv :'6../� ✓..... J e + Or. ♦Dee•. Ali 'a29 2002 Masonite International Corporation d,n tonhna,ng D•Oe•a,h Dr D,00cn $MJKAgnsaes•en ano D•Dauu aMad svget, ,o eN..pe wAho,A n01- OXXO Glazed Inswing Unit COP-WL-MA0145.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ; a as on 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: 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). i�/ &Eq State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak ,raff AR k EK" r. �,.• r �T El April 29,2002 o . . o. Masonite International Corporation Ow ro . "p oloa4m 01 oroouel •"aor~1 m ,t, soee�trtna"i, oesy" aM 0,00u r oeUd $,bleU r0 cnmoe. ,hoa "o0ee XX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0147-02 810" FIBERGLASS DOORS 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 Maximum unit size - 6'0- x 87 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-nalional. state or local building codes specify the edition repuired. 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: 114 GLASS: 1/2 GLASS: 00 404 Series LJ 822 series El 108 Series Oakcraff AR k EK'- ,.e._l • lbrwl..wNIM.rYu t-r 0— �4�lvlasonite 1e% .1ULNLA,C\ LNI'-1' UVUNS April29.2002 International Corporation N, conb-w^q —91w 01 019duO -p ove.e. m ices SW,bOt N. des-p- e-o Ploo-0 del,s. suoKU 10 cNnee -1houl DUIKe. XX ' ' ' ' ' ' Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 7 0 810 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, S7 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 Oak raft AR k EK" «....I, I..T APO 29. 2002 Masonite International Corporation OV, Cont.oU,ne Vogram of p,00ut1 ^V1oV eM MAtS Sp4KIkrtgn5. 0-9. )no p,odKI o11l1I S.01M to C"' w4o0.1 nM." XO or OX 11 t Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 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". 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 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-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 as as 822 Series 1/2 GLASS: ■ 0 as 404 Series t08 Series Oakuraff ARq EK' I.II.,;..l.,.a- I yl'lll'N 1�1.-\\� I: vl 1' I IlI1N1 w...i......e [a.. n t+vr poen C• r�� r-✓ln(..//., �,.... �V V w �LJYI✓V Ap'129 2002 Masonite international Corporation N, 011-V1e D10010111 01 D100"I 01D10-1M1 mike$ S"C"C"n1. de$'" 1.4 01.11. 1 W'..l S V W,11 W 033 0, —M.I -- XO or OX 1 t .: t Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 300 Series APPROVED SIDELITE STYLES: 0 450 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 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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft ARTEK" f.(la..•e It I.ua Ward. ,a,n Te.. u, vdvd I.1UL'MC:L n<\ I: Nr MI' lil) )M.< NcnT••wN Ns•rtOw frv)Doe.. !X)Cl/Mn� J�. ,fir rl�Ll �'�T ❑ �C, Ov rDea.. Aphl2q 2002 Masonite International Corporation Ow COnlnu,r0 rog,3m of D•OOutt r D.Ovemml mike% %DK0K~%. Oe%pD and D.DODCI Otw fv0K0 ID CnanDt wdn W n01•Ct Ox0 ttjel Glazed Inswing Unit r 890" FIBERGLASS DOORS APPROVED ARRANGEMENT. O Cl Single Door with 2 Sidelites Maximum unit size - 97 x 8'0' Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". 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-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: 114 GLASS: 1/2 GLASS: au 404 Series IIHI an as 822 Series D 108 Series 0ak�raff AR 4 EK'� ei.l�....1 II�- ....;.x;.� �U1: Mail II\.l L:v'I M\',UI)11N1 �T..'✓.a fira— I.vT Oew� r/�EM��r.�Ir�r.T. ❑ • �• -• O�• VVV Apr429.2002 Masonite International Corporation Out Commpmg ploDlam of Drodon u ,10, menl mahe3 SpeCdKj1Qn$. oe9;gn and WWd l dead SutgeU 10 change _hON W.Ce Ox0 rtjet Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: $10 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 910 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 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�/ &EX'—;0 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft A_ R4EK'" w I-'ItIkkGLASS LN'rX1 VOONS 1" E. Oven V1A�r✓�+✓r.•• • �S 0��1.1, Oser, April29.2002 Masonite International Corporation OW CorNmuinp plogram of ploeutf Y p,ovM"l mittl SDK'ka1DIK. OtSigh anp VOW otug Wbwo to cNnpt gnho.1 M Kt OXX0 O• tI I Glazed Inswing Unit I 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: .x 0 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. Note: Units of other sizes are covered by this report as long as the panels used do not exceed SO" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant rettuirements to 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: 404 Series 0333 ao oa 822 Series 108 Series Oak raft ART EK'" ive,r r �T rtuewct.nss tsr+-1M1El ApW29.2002 Masonite International Corporation Ou, conr.nw, 0•0,of 0.odu0 —0•0.ement mites s0aarcatron%. deapn end 0.odoa deu+sutgal to mange vahW .rose. OXXO r t 1 1 Glazed Inswing Unit 1 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: r 450 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 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 Oak raft AR k EK" 1i• • 1 I �m ,�..n W �11 L'Nl:�•\ti\LN-I'M1'`I)'111Mti .'bn1•a1.01-0"N"6^.1 D_ (N)LI//SC1Yr �ln��.../i•.n ❑ /J6 ^ 0-• • C/ APO 29.?D02 Masonite International Corporation OW cg nu.ne pr0e.am 01 0,00- m0'0vemenl makes SOtf �lKilgnl. des", a'q D.00Ve1 0eoa wotea 10 0nanee .nnwi n.,• XX ' ' ' ' ' ' Glazed Outswing Unit r 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 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 non 11 00 00 an Im 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 00 0� ❑ ° 00 an 00 00 00 0o 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 RA., 2e R/L 107 Series' 108 Series 30e Series Series' -This glass kit may also be vsed in the following door style: Eyebrow 5-panel with scroll O akcraff AWk-E '.,•.jF 1.., .c,l t1un�T..errM lMrrYu fuvY DeersPREMDaZ,',,11, e a \I010N1 April 29 2002 Masonite International Corporation Om [onnmm�e D,.9, of OIpOM •mpioamem mr45 SOttO¢Ngn\. 0e 9. and G100- 0tU�110UItC110 C-9, w 10001 n01•Ct XX Glazed Outswing Unit COP-WL-MA0162-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 314 GLASS: FULL GLASS: aUl00 00 404 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.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). State of Florida, Professional Engineer I Kurt Balthazor, P.E. — License Number 56533 Oakc�raff AR O EK'- r.elv,..•i, I.eT 1 `1 UL"I:L A NN LN rN IV01)".t Nan-Te.ewN,4wNu lnv, Door, PRUYI=4v.11 �o- ❑ �"I � J +O•• r Dee., Masonite International Corporation April 29 2002 0. V o— DI D'DOut1 eTDrOvemtnl makn ODeC,14MiQ 1S. On Wn an0 DIMW &U" 1~111. lZu,:'zl n.I- XX 1 ' ' 1 a 1 Glazed Outswing Unit r APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS 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 a 6'0- x 8'0- 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. slate 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: 1/2 GLASS: 00 404 Series am DD 00 822 Series 108 Series U O_ akraff AR�1. E..IN,•..1,1•.. w..od.,l. a•n rr.l N.la rlel.GLAS( U.TN1' Ap11129.2002 Masonite International Corporation Ow (on-n 9 e•oelam OI gDOvO anp•ovtOltnl mries sDttd•(IDrons. OrSNn aM D•oovcl Ol1.11~11 .. IWO, wnlNlul nOli(! N o/PrlonAL sse nests OR Ism NC�IC�II_____ii�• �Dwrnriw E� W�.a c��) 17; =--71 IF M7- 11 - I I 11=0 i -LOCATION OF 0I1K1NK wHR �i A OPRow CUTS" KEYED LOCK To51110N YaK. DOOR 'Rein . IB'-1) Wert ODORS W 10 2'-0' Iapl CONSIST CO"SF {t) CrMS3 (SHOWN), SHOWN) FRONT FRA R MfN U.v. 1 2 J LAC SCREWS ON 19 CENTERS. 1 OD. YN. DOORS WE ]'-0' NKiI CONSKI Qi (3 SECfI0N5 (NOT ) CGi111C ON OUTSIDE $IKKACE WASTER REOU111ED. Ur $CRE1Y5 ILY eE CMPaUt51AM (Bw ROT REOUMEA) ro PROAIX A FLUSH MOLADMo Sl66ACE IeR ZONTAL so es Oo NOT TRANSFER Lao. n 7 r 2' IWCK ePTVN.� SKw CoAlto G1 G-t0 uW C.ALVAH1" RAKEO-oN PRw[R, AND A aAKED-ON POLYESTER Toe COAT APPLIED /0 BOTH SSDES OF STEEL SKIN. 50- LAP JOwTS. ER -OLDwseE 1/eA LASE MNmr i;tF - LAE RETAwEA SECTION B-9 I REVISIONS DATE: I ECN 140.1 APPVD: I DESCRIPTION YfMMI I 0TY (1) WAS (2) FOR TRACX BOLT 20 G YN, f2D SERFS ATTALYIED To DOOR NOMZONTAL SpN MM PAiMED MG-t-UGC SYSTEMDOOR (70P, eO'ROu R Cronn 7L*ISTEDNEW 'C - LOCK POsaIOH a REPORT#960 U-fiUlS N A 2-f-2-I PATTETM OL /WD U-BVB ON BOITOY 9ECTIDIE SECTION, ETLj't IIXT NO YELLOW PRE ,Lye T3 G GLv STEEL FT/D BRACKET. 3) fASID1E5 TO MkJD JA1g rmI t (3) s/16'.1-S/e' YYDOD LAC SCREWS. .t TRACK Ir)I k9m DOUBLE TRACK LOW HEAOROD. IS AVARAME AS AN OPTON OOdt IK2p1T L 2. G%V. SIC¢ 1RACK, - ` t. uw. IPACf( nap(RACK bO- }i4*( TYP. t-./2*"2 G CALV. STEEL TRACK BRACKET. _ (aJ MAC. BRACXM PER WE. 6 C �^ TOP BRAL"�T IIKk1B, LE L!OtB2DM..l /1 t.3/6' SHEET METAL SCREWS D 0 0 i/Oa3l �' SELF TAPPYIC SCREWS. NEW 'e' IN T. STOP uOULDwC BY DOOR wS1ALLER (TO sw) r20 fA LW, GALVI STEEL END STILE 20 G CALV. STEEL wfER. STILE )/16' I'D. ROUND PU!jj '\ JFASTENER (p{ PER aOUER) G LAIv 3 EE1 CEMER MNDE A G D TO E%EL ROLLER NwDEj FASTENED ro END STKLS FAd R/(s) ►I•.'3 a' SEEyCYK $ESREIy$. $WHET yS'- - M AIA 1) 3/t S TAPPING SCRCW$ PER END IRIJCE. 1A CA GALv STEEL END ENO HWA. EACH ND FASTENED t0 END mw stXE I' OtS SHORT STCu, 10 S. STEEL ROLLFJR STILES w��(( /I PRER. )' TAtI a-IMN LER KT�L $CREIY$ w?oE NAIIDIE STRi iBGPABADNI tr ,..... [bdK3m. NARK rESTERM P-E SILLL A (t) 1/ 3/t' $Elf BY OTIfTK _ RORNIA -E. / 6t95 MEAD STRENGTH: SO KL t'wP SNeP rd LPL mires LOCK Bµ NOR' CAROUNA P.E. /23632 ENLACES IN u OUTSIDE TRACK OR D�2; THE OEApI OF THE sUPPORTSIO SA6K.RIRAL QE3RN' iS DESIGN LOADS: +24.0 PSF h -24.5 PSF L� T I 3' TALL • M CA, GALV STEEL u-aids ENO HANDLE EACH 510E REM �'K RESPDFE9B4AY OF 7/E TEST LOADS: -36.0 PSF k -37.0 PSF M A 2-1-2-1 PArtFJMLI (tE. TWO u-aAR9 Staf � ��S OF DOOR. � FOR tNE gURpk Op STgI/Cf1M[A�pry� ON eOTTOu SECTIOn, ONE U-BVI ON NEJO CIRREAE aUEOING CODES FOR TIE LOADS USTED ON T $ECTIp. ETC fiHO1 u-ew ARALYEp MO VE7fTMx TI75 0RA nJG.,NW AAAyR y�AL D,Bii)./u.( PART NO.: MM T/t'.3Ii' SEIf tAPPVIO saEYls °NE IK,t11Z `� °"DEAL PER SALE LOG11011. M6"011 NRu $yly DMRrviRR �� WE r mvar ellP��pwl'r112 1Miwl R Srte IEaO OF DDrn. « n.w PACo.OLERANCES «. cinCiaROb oR a5z02 d.y,,,AEd N. 1-513-381-48W -A Icxu Niwl '0 t.03 BYE�no NouL F- Rc. 1-513-762-3519v STEELTEou BaACKCT R' P'b .00 . f,OtS DESCRIPTION: MODEL 6RST w4 16-0 A 8-0: 2a/-24.5 DESIGN LOADMtn (2) S/6' SNfET uETAL SCREWS. 'B'M Yes A•B""1.000 . 3.00Sc.eA�y w �aADATE: a 18 OCJ SCALE: NTSALuyww EIORUS10N .0000 t.00) DRAWN BY: BMM / / DWG. egron . t 1/2 CHECKED BY: Mww DATE: 4/18/00 SHEET I OF I SIZEB AIR I9rAA2 w"BEc11Es, DWG. NO.: 102138 4 -- REV. N0. I 3 2 1. /e.3/4' Pµ WAD SCREW (10 SCREWS PER U1E) SNAPI Am LATCH FnTRACK G ULv STEEL TOP R1011ER � CALYI a RACKET ARACIIED r/(t) ONTO ONTO N P LAr "RACK. ONE SRAM DR R. /�It.EE3�/e' 91EET uRAI OF wrER. STU.E EACH WE OF DOOR. OVrSIDE KEYED -� N,ANDLE 12 G GLY. i7EQ ilbLGl eRALONEs FASiQED ro WOOD .UIR ] e At µpens ON 21 CEMERS (C-90 .6111 ONE 3/1611-0/e' LAIC SrnEW BLOCK) OR 24' CRtTEAS F2.000 PSI w. CONCRM ON PER TRACK MtAORT 1 /4'14' TAPCON SCREWS ON I)-1/2' CENTEAs (2,6o0 PSI W. E)E) rASNER$ np110ED MM SIEEW ANCIeRs, 1' OA. m 'cu pWIN WITH TAPCpIs. µCJ100. MAY eE COUNRRSUMT 2' rxv. STEEL 1RADK FASTENED TO (Bur NOt REOUREDI To PAONOE A FLUSH 12 G GLv. $TEFL TRACK BRACIIETS. IIOIINIINC SURFACE- To JAMBS DO Not TRACK ATTACIED 70 LACN BRALWOET TRANSFER LAID. MAI ONE 1/t'a/e' B0.T NUf OR TWO 1/4- 0K METS. in to m A 4 MOLL 6RST ( A STFFI SKIN) MOQCL: 4RST (24 GA STEELL SKIN) 3 - OPTIONAL OSS CLASS OR LISTED 18' ACRYLIC UTES AVAILABLE ( SECTION B-8) 20 GA MIN. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-UDC SYSTEM y A TOP. BOTTOM & CENTER). Ar �© M � REPORT#9606C LOCK POSITION (BOTH SIDES) TWO POINT LOCKING ONE 3' TALL x 20 GA. U-BAR (50 KSI) PER DOOR SECTION. M OPTIONAL VENTS J L.—.+ ` OPTIONAL OUTSIDE KEYED LOCK--POSITKNI�� MAX. DOOR WIDTH 9'0- O)114x5/6' SHEET METAL SCREWS 25 GA MIN. GALV. STEEL SKIN COATED WITH A BAKED -ON PRIMER, AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN, ENO SLIDE BOLT rnl-E LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. % % T LOCK OPTIO 0 NOTE 1:DOORS UP ( ) DOORS OVER 7 7 OQ HITCH CONSST OF (ST OF 5�4)SECTION55(NOT SHOWN). O 0 1/4'x3/4' SELF TAPPING SCREWS. 14 a END HINGES 18 GA. INTFRMEDL. HINGE YIE B MEW .C. 2.6 YELLOW PINE JAMB BRACKETS I FASTENED TOSWOOD TEEL TRACK WITH ONE 5/16'x1-5/8' LAG SCREW PER TRACK BRACKET. REVISIONS I I I — I 11/W I - I A89W I OTY (1) WAS (2) FOR TRACK BOLT 2' TMCK 3- TALL U-BAR 20 GA GALv, STEEL ZJ 3• 1-7/8. T HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 14 Cl CALY. STEEL TOp ROLLER BRACKET, EAp1 ED BRACKET ATTACJw/(3) 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16'x 1-5/8' WOOD LAG SCREWS. 14O/8' SHEET YETI C1QIE; DOUBLE TRACK P LAP JOR45 TRACK CONQGUReTION LOW HEADROOM IS = AVAILABLE AS AN OPTION K �- tFE4W DOOR Hw LVE $ FASTENED TO END STIES W'4) lee B• S SHEET 2- CALV. STEEL TRACK, 1/Ait/ •L• SCneKS. MIN. TRACK THICKNESS: .060'TAPPING 3' TALL a 20 GA. CALV. TYP. 2-1/2'xl2 GA. GALV. STEEL TRACK BRACKET. STEEL U-BAIL ONE U-BAIT PER SECrQftL FACN U-BAR AITACIED (4) TRACK BRACKETS PER SIDE. MTII TWO 1/4'x3/4' SELF TAf+PRY, SCREWS Pik STILE LD nom. LHR TOP BRACKET LiDOUBLE HORIZONTAL FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE DOUR erx JAMB ATTACHMENT D F'RAA/ wm MNre\, 13 GA GALV. STEEL Borrom —66 IOW HEArJR ppppN 1 2 E LAG SCREWS ON 24 CENTERS. I° O.D. MIN. 01 .� s AL � n �ORr WASHERREQUIRED.LACSCREWS MAY BE COUNTERSUNKALDIaNapN ExIRLrvoN S_S8 CLASSDO eI 10 U'RFW (BUT NOi REQUIRED) TO PROVIDE A fLUSN MOUMII k vwrl WFATNFRSTM. 1/8 ACRYLK;DOW LITFSIIRFACE. HORIZONTAL ,WEBS 00 N07 TRANSFER LOAD. STOP MOULDING BY DOOR INSTALLER (TO SUIT) r 20 GA MIN. CALV. STEEL ENO STILE 20 CA GALV. STEEL INTER. STILE SECTION A -A (SID VIEW)ECTION B-8 VERTK'AI IAMB ATTACHMENT ( /8x3/4' PAN HEAD SCREW p_ppp p51 Ml (10 SCREWS PER LITE)(Q r. �'''�`''�N N .RETF ro I MOLDED INSIDE I'' r END 3 8 x4 SIAEVE CHORS ON 24 CENTERS (GOT), LITE RETAINER STILE C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR 1/4'0' TAPCON SCREWS ON 24- CENTERS (2,000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, 1' 0.0. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. T 18 CA CALV. STEEL CENTER HINGE. FASTENED TO INTER. STIES W�/((4) 2' GALV STEEL TRACK FASTENED TO 14 CA. CALV. STEEL ROLLER HINGE 1144/8' SHEET METAL SCREW5. 2 G.4 GAIN, STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/S{4) TRACK ATTACHED TO EACH BRACKET TWO 1/4' DIAL R BOLT NETS. 14x5/8' SHEET METAL SCREWS AND OR TWO WITH ONE I TNUT f 4) 1/4'x3/4' SELF TAPPING SCREWS PER END HINCE. I PREPARATION Of MR' BY OTH RS 2- DLA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGL 1RATION SECTION - . / NOS THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS j SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE i WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON MARK WESTERFIELD. P.E. TT9S ptlnwrNG. _ NORTH P.E. NA148495 P.E. ///// �/ /l°/✓,✓� I -- ----_--_.—' NORTH CAROLINA P.E. /23832 4 3 OU SIDE KEYED HANDLE INTE SNAP LATCH ENGAGES STIL ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. ENO STILE OUTSIDE HANDLE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED I OCK UJ� INSIDE HANDLE LOCK BAR LOCKING OUTSIDE NAP S KEYEO� K DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. ATCH K OPTK)N TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. e�esw ox.�ws Aa vn n r �.x "N A —s su I1LeoSSt. PART NO.: - a QMA*ConNO•"`°V°�""Blxnwc lw °' fidsi0 ""A LAx.,, Stoe.e °e,.�.. TOLERANCES on .0 t.03 IDEAL 312 TdnW =< Sine 1600 Cincinlw6, ON 45202 Td M 1-SIS-381-4800 Gum"co WLY48i Far me. 1-513-262-3519 000 t � 0 .000 0000 . t.001 Degrees t1/2' �� Slotw ana.rls. Lw�K.T+sGNNs AAE w wags. DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +257-32 DESIGN LOAD DRAWN BY: BMM DATE: 4/18/0o SCALE: Nis DWG. ThirEe Projection + - CHECKED BY: MwW I DATE: 4/te/00 R SHEET 1 OF I SIZE L DWG. NO.: 102137 1REV. NO. I ❑c I« A Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 milemasters.xls Updated: 3/18/2002 DESCRIPTION DRAWING # / REPORT # SERIES PAGE INDEX MASTER FILE NUMBER 1 JINSTALLATioN DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 1 2 • Y DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW I IFLEX0028 11000 3 JINSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW XOX CONFIGURATION IFLEX0029 11000 INDEX MASTER FILE NUMBER 2 FLEX0020 1000 4 JINSTALLATION DETAIL WITAPCONS HORZ. SLIDING FLANGE WINDOW INDEX'' 6 MASTER FILE NUMBER 3 INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS FLEX0016 10001600 & 2000 6 INSTALLATION DETAIL W!#8 SCREWS FLEX0026 1000,1500 & 2000 INDEX 7 MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW FLEX0030 000 3 2000 8 INSTALLATION DETAIL WI#8 WOOD SCREW FIXED FIN WINDOW FLEX00 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 10001760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1760 & 2000 11 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FLEX0037 1000,1750 & 2000 INDEX 12 . MASTER FILE NUMBER 6 SLIDING GLASS DOOR INSTALLATION WITH TAPCONS IFLEX0021 1600,1000 & 2000 13 ISUDING GLASS DOOR INSTALLATION WITH #8 SCREWS FLEX0027 1500,1000 & 2000 INDEX ° 14 . MASTER FILE NUMBER 6 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTR 1000 / 1600 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS ! DESIGN PRESSURE.CAPACITIES 1HMFLGTR 1000 / 1500 18 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000/1600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 18 FIN HDRIZONTAL MULLION SECTIONS! DESIGN PRESSURE CAPACITIES 1HMFIN 1000/1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000/1600 20 VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1VMFIN 1VMHM 1000 /1500 1000!1600 21 #FIN ANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1 VMHMFLG 1000 / 1500 22 ANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES INDEX" 23 MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN INTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFTR 2000 26 FLANGE VERTICAL MULLION INTO HORIZONTAL ! DESIGN PRESSURE CAPACITIES 2VMFIN 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES TW 2HMFLTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORZNONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 12HMFLO 12000 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2VMFIN 12000 2000 31 FLANGE VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2VMFLG 4 1 Pape 1 of 1 mdemastets.�ds . a+e Q ALM WINDOWS BY rLORIDA EXTRUDERS TEST REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 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 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. BOAMST CONCRETE OR NASONRr OPENING BY OTHERS ONE BY WOOD SUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) VINDOV HEIGHT PERIMETER CAVLK — BY OTHERS ONE By WOOD C;)HKRET£ DR BLOCK BY OTHERS "'M*Y OPENING CAULK BETWEEN WOOD it OTHERS BUCK i HASTY. OPENING BUCK WIDTH 1-v.• MK BY OTHERS j [NKYtNT 4TE D INSTALLATION ANCHOR FLANGE TYPE 3i16' DIA. tAPCON V)NDDW FRAME SHOWN cSEE NOTE 9) JAMB INSTALLATION ANChIFj 3i16' DIA. TAPCO SHOWN ,SEE HATE v IN EMBEDMENT GLASS ctvv., (SEE NOTES) O L llivA C CAULK BETWEEN �" V WINDOW FLANGE L WOOD RUCK PERIMETER SHIN AS REDID. CAN K t/A' MAX. BY OTHERS I/L NOTES) WINDOW WIDTH I FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK BETWEEN HEADER VOOD BUCK L SECTION 6-8 MAS'Y.OPENING By OTHERS BUCK HEIGHT WINDOW HGT. I 1 K. FLANGE TYPE L_ WINDOW FRAME SILL WINDIJW WTH. ELEVATION VIEWED FROM EXTERIOR •^ V ` Q SILL * _Y` by OTHERS O, CAULK $E7VEEN �y �• VlINDOV FLANGE PRECAST SILL /�r� _�`,i L PRECAST PILL By 'OTHERS vrvuLKEM u5 Y _ ADHESIVE CAULK{�T OR APROVED EOL. SECTION A —A k,�' A� G`�iC' I- 2 12002 . ,Pts1`�' V raEPm. !r: P4'JOIAf t APPLICATDN ErJiltKExI�IG. TAPCON LOCATION CHART CALL TIP TO L A,:ONS l HEAQ— ATIONS IN JAMS Aso ►SF SIZE TIP 50 ' TO u 7�O D22 7A X 26 CZ LJ IJ 023 7A X 3t 3/0 C.D 3 C.O.E IJ,X.L IJ.K,t p 4 7. X 30 5/e C.D 3 C.D.E ,,� K.t ,. H.IJ.✓ j 106 1/• x 36 z....Y.- IJ. .L 033 iGe 1/4 x 36 3/B B.C,C.E I US I iJ.KA � IJ.K.L III, , A 1 /. x ' B.0 '.E 1 r.C' E • LJ.K.L G.NJ.J.IL. 722 T23 11I X Sa 7/!IJ.K.L I IJ.K•L T A /! e.C.D.E A '.C,O.: F LJ,K,I IJ K L M2 120 x . .'.G �.... .G I.J. A )JA A13 120 x 32 3/e B.C.C.E I A C.D.E.; IJ.KA I 1J.l(,L Ms 1 x /B . A:B.C.O F.• A.3.C.0.: i 1 G.n LJX : I 1J K.L 6020 72 X 2! .J IJ 6030 72 X 36 I C.0 3.C.D.E IJ I IJ.K.L 8040 72 X A C_D e.C.O.E IJ•K•L 1,J N,L 6• X 2. 7030 BA X 36 I B.C.0 E I c.C,O.E I j K.L LJ.K.L 70AC A X AA B.C..£ C.O,E I,J.K,L I•J.K.L 96 X 2s .: c.E , .G 6030 96 X e.c.E _ __ c.o.E U.K.L IJ.K.L `i B,C.C.E A3.C.O° F IJ.X. 9020 108 X 24 Li IJJ K,L 9030 I 103 X 36 B.0 �'.. I 3.C.D,E IJ.K•L IJ,K,L BCC ' AA.C.^.E.F I J K 1 K I 10020 120 X 24 .� _. ki IJ.K,L 10030 I 120 X 36 8.0 _ I A.S.C,D,E.i I,J.K,I I,J,N.L 10040 120 x A8 B.C.E'.: A.3.C,D._,F I,J,K,L I.J.K•L NOTES, 1) SHIM AS REO'D. AT EACH INSTA.:ATION ANCHOR. Mix. ALLOWABLE Sh1M STACK TO BE 1/4'. 2) WINDOW FRAME MATERV.:: ALuu'YW ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. A) USE SIUCONRED ACRr_IC CAULK BEHIND WINDOW FLANGE AT MEAD 6: JAMBS. SILL MUST BE ATACHZ3 TO THE SUBSTRATE WITH VVLKEM 116 ADNESIvE CAULK OR A:PROv J EOuAL. H S) USE SILICONIZED ACRr CALK FOR PERIMETER SEAL AROUND EXTERIOR --� OF WINDOW FLANGE. 1 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY.LISTED WITH NEXT LARGER SIZE. FOR To-.--- APPROPRIATE DESIGN PRESSURE REOA. J B 7) GLASS THICKNESS MAY vARY PER THE REOVIREMEN-S OF ASTM E1300 GLASS CHARTS. 6) LETTER CESIGVA704S ON THE TAPCON LOCATION C:AR' POCATE WHERE TAPCCIN ANCHORS AR- TO BE INSTALLED WHEN uS.NG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED r'JLES KOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED W'H 12 STREWS OF SUFFICIEN' LTH. TO PROv1OE MMI. S/e IN. EMSEDME'.T TNT: WOOD SUCK. 10) APPLICATION OF VULKEv 1IC A;HESrVE CAULK AT %;RAME SILL MUST COMPLY WITH SEALAN- MANUF.:TUPE?.S RECOMMENDATIONS. . 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO Br_A5 OF SUFFICIENT _ENGTH TO ACHIEvE 1-3/6_ SUCK. USE IT'D SC=MIN. EMBEOME'IT AT A.- INSTALLATION FATTENER LOCA`.IONS. ..:TE 250.-NEA`—i3V, r_ s:;,A . iHON[ •JY BOS.0365 FAA •0' SMEATMIN'G CAULK BETWEEN Br CTMERS WINDOW FIN t SMEATI" INSTALLATION ANCHOR 19 SCRE V STUC=7 OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GLA_TING (TYP.)Z (SEE NOTE 7) a VINDOV 'EIGHT PERIMETER CAULK BY OTHERS I' N/K TV0 BY VOCD ;BEDNENTr— /' BY OTHERS INSTALLATION II ANCHOR 19 SCREV STUCCO OR 1 SIDING BY OTHERS CAULK 8ETvEEN VINDOV FIN 1'NIN. t SHEATHING SHEATHING BY OTHERS EMBEDMENT SECTION A -A VlNCAV VIDTM --+T 2/' O.C. MAX. (TYP.) f 1/A' MAX. SHIM SPACE SHIM AS REO•D. (SEE NOTES FIN TYPE VINDOV FRANC HEADER VINDOV HEIGHT COOLLY SPACE ANCHORS p1 (TYIPP.) mi -VINDOV VIDTH TVO BY VOOD BY OTHERS SHIM AS REO'D. (SEE NOTES) liv MA SH!M SPACE CAULK BETVC7N X FWINDOW FIN t SNEATMINC GLAZING (TYP-IJ (SEE NOTE 7) PERIMETER J. CAULK THEATMII BY GTHERS Br OTHERS FIN TYPE WINDOW FRAME JAMB STUCCO G2 SI LING BY IrvSTALL_Ti. OTIK?S ANCHOR +3 SCREV SECTION 8-B 1' MPL EMBEDMENT _ f FIN TYPE 24. O.C. �LTYP.) MAX. (TYPJ VINDOV FRAME 6' MAX. (TYP.) SILL ELEVATION VIEWED M x RIOR SILL mARBLE TCIIk BY THERS+''.n.:ALi�'�.33sA _ �..l�.aT. NOT, s_ 1) SHIN AS REO'D. ADJACENT TO EACH INSTAL;ATION ANCHCP. MAX. ALLOWAZLE SHIN STACK TO �llj •v�'ttiC 6JG'y�: iCtD.1+.i�: BE 1/4. FRAME 6OR104 Ex7RL1DcR� 2) WINDOW MATERIAL: ALUMINUM ALLOY 6063, 3) INSTALLATION ANCHOR MUST BE OF SUFFQ:ENT LTN. TO A_MICrE MA. EMBEDMENT OF (- _ INTO WOOD FRAME MEMBER. .�_ —T` �Ij ►M,,,` = :;J I •) USE SKJCONIZED ACRYLIC CAULK BEHIND W!NOOW F;N A' HEAD. SILL d .waBS. S) USE SmCOwZEO ACRYLIC CAULK FOR P£R.vETER SEA: AROUND EXTERIOR OF WINDOW FRAW L li+' SPACE n SHIM '- '--"' MAX. 6) CLASS THICKNESS MAY VARY PER THE RE:'JIREMENTS 01 ASTM E13M GLASS CHARTS., 7) INSTALL INSTALLATION FASTENERS AT 6' MAX. FROM CO"ERS AND MAX. 2+' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. W-"M ArvCMCR SPACING AS STATED, IS 70.0 PS; FOR ALL AVAILABLE SIZES UP TO 73' x 7)' wa. SHIM AS REO'D. (SEE —T— Tv0 BY VOOD BY OTHERS ►IMPARED BY. ►RODUCT t AP►LICATION EN41KER04. INC.: 2!0 INTERNATIDNAL IKVY., SUIT( VA. N[A'-RDV. FLON:DA 22746 ►NOK 4)7 W7-1363 FAX 407 BD'3-035 s SHEATHING CAULK BETWEEN By OTHERS WINDOW TIN L SMEATMING INSTALLATION ANCHOR Ka SCREW STUCCO OR .SIDING BY OTHERS --i IERINETER _� I £AWLK. I Br OTHERS GLAZING (7YP.) (SEE NOTE 7)� WINDOW HEIGHT PERIMETER CAULK --� BY OTHERS TWO By WOOD )• HIM. _�„ BY OTHERS !is• MAX. 1 SHIM SPACE `— SHIN AS REO'D. FIN TYPE (SEE NOTES) WINDOW FRAME HEADER FIN TrPE WINDOW FRAME SILL MARBLE SILL STOOL. BY OTHERS F_ WINDOW HEIGHT E !if• MAX. SHIM SPACE INSTALLATION ANCHOR .e SCREW SHIM AS REO'D. STUCCO OR (SEE NOTES) SIDING Br I OTHERS CAULK BETWEEN � I•MIN WINDOW FIN $MEATHING EMBEDMENT t $NI[ATNING Two By BY OTHERS BY OTHERS SECTION A —A WINDOW L/IDTH f • D.C. F�— �I CTYP.) I A------------ ' 6 A�1)1) SMIM AS REO•D. ADJACENT TO EACH INSTALLATION AMCMDR. J wfx. ALLOWABLE SHIM STACK TO BE 1/4'. 24' O.C. (TTP.) 2) wwDOw FRAME MATERIAL: ALUMINUM ALLOY 6063. MAX. (TYP.) 3) RNSTALLATIDN ANCHOR MVS—, BE OF SUFFICIENT LT". TO a WINDOW WIDTH TWO By WOOD By OTHERS SHIM AS REO'D.—� (SEE NOTES) GLAZING (TYP; (SEE NOTE 7) FIN TYPE WINDOW FRAME JAMB I�f• MAX CAULK BETWEEM SHIM SPACE WINDOW FIN L SHEATHING I• HIM. EMBEDMENT EQUALLY SPACE 1 ANCHORS (TYP.) L S,4EATH(HG BY OTHERS PERIMETER CAULK HY OTHERS INSTALLATION STUCCO DR ANCHOR r3 SCREW SIDING BY OTHERS SECTION B—B 61 MAx.(TYP�) ACIVEVE MIN. EMBEDMENT OF I INTO WOOD FRAME MEM ER. A) USE SILICONAZED ACRYLIC CAUL( BEHIND WINDOW FIN AT HEAD. SILL & JAM85. VAT10N :) USE SIUCONIZED ACRr.)C CAULK FOR PERIMETER SEAL AROUND vIEW u X RIOit EXTERIOR OF wwDOw FRAME. 6) GLASS THICKNESS MAY VARY PER THE REOVAEMENTS Or ASTM E1300 GLASS CPARTS. ✓A= 6 `:..11 1 7) INSTALL INSTALL+.ION FAT.NERS AT 6' MAX. FROM CORNERS AND MAX. ZA• G.C. DESIGN PRESSURE CAPACITY OF .�L INSTALLATIONS vaTA ANCHOR SPACING AS STATED. IS 70.0 PSF �i�rh+7v.t�� j: � Ak4, FOR ALL AAILASclSIZES UP TO 119' X 49 S/B• MAX. rGoR�DA ExTRu�Rs — REV DESCRIPTION DATE INI FLORIDA EXTRUDERS I'SANFORD. FLORIDA TITLE: INSTALLATION DETA'.L u/ a8 SCREWS HORT SLIDING FIN WINDOW XOx CONFIGURATION- SERIE; 1000 DRAWN BY:BB I APPROVED BY: DATE:12/ 17/01 1 SCALE: N. T. S. I DWG.: FLEX0029 /RE►ARCD )i: I)L MT f A►►EIEATION flQMCCRING. DC.. ZW INTERNATIONAL IKW'- S::ITE 250. McmT *DV,'xit(DA 3v.6 PHONE AD7 wDS-DTLS FAX f0) B:S•0766 r WOOD CONCRETE OR TAPCON OCATION CHAR T CONCRETE OR CAULK BETVEEN WOOD g(�KBBrHfRi MASONRY IWENING MASONRY OPENING BVCK t MAST. OPENING INSTALLATION ANCHOR Br OTHERS CALL TIP TO t A.I N IN HtA LOCATIONS IN JAMB BY pIHfRB BY OTHERS 3/IS' DIA. TAPCON B.v. 1-v+• Mw _ PY oasr ")o� w•sr I 3 PSr o>•J• ONE gr WOOD (BUCx WIDTH) I *"%�"Y SIZE, TIP TO TO ( TO ;0 J TO TO 1/4• SHIN i [xr r )^. r 1 7 BUCK BY OTHERS - SPACE MAX, 1H2 2E 1/2 x 36 C C C G.H GII GIT � p t-1/4, MIN. FLANGE TYPE � Iw} 26 1/2 i 38 3/6 C C C G.H G!+ G.M CAULK BETWEEN C EM3EDrENT VINDOV FRAME Sn:M AS REC'D 1H4 28 1/2 X 50 5/8 C C C G.H G. G NIJ WINDOW FLANGE G JAMB SEE NOTES) IH45 25 )/2 x 56 1/+ C C C G.M cm G.Ajj t WOOD B K IH5 26 VS x 63 C C C G. GHJ.! G.HI,J iNVALLAT(ON ANCHDP t.6 26 1/2 x 72 C C I C G!I G.MJ.J G,.ij 3/16' DIA. TAPCON 0 2 L I n n I/4• $HIM 23 37 X 38 3/1 C C C G. G.r G N SPACE MAX. RIGID u1N•L 24 37 A 50 S/6 C C C G.-G.HJ.J G.rIJ i ^45 37 x 56 1/4 C C C C.H G J+J.J GAZING 9E•D 25 37 x 63 C C C G.M G.HJJ G..'•.IJ Cr ASS (T*:-) 26 37 a 72 C C C G.n!J G.M,I.J E.FG.H,I.J (SEE NOTES) 1/a X P p 33 53 1/6 x 36 3/8 C B.0 2.0 G„ Cn G.HJJ l�l I 34 53 1/! x 56 S/6 C B.0 jI =C G.M G.H,rJ G!+J.J STUCCO II 1 s+s 53 1/s z sa 1/4 c 6.c 13:c GJ,.0 G.NJJ gr OTHERS 35 53 1/8 x 67 C B,C e.0 G.0 0IJ G.H.LJ SHIM AS REO•D. 3 1/ x 7 C e.0 I E.0 G.HIJ EF.Gx1J EF,G„IJ PERIMETER tiff NOTES> 2 °'L I CAULK CAULK BETWEEN C23 74 X 38 3/e BC B.0 A.B.C.0 G. G.MJJ G.mu BY OTMERS g'M WINDOW cLANGE 024 74 x 50 S/6 B.0 8.0 A.:.C.D G.n7,J c,MJJ EF.G,MIJ (BUCK a,B,C,C GMJJ CF,GJI,IJ EF.:.!+! V.M. t VOOD BUCK o 0245 74 x 56 1/4 B.0 B.0 J FLAMGE TYPE HEIGHT) C A,?,C.D G,H,IJ E.F,OJ+,I,J E,F,GHI,J• (WINDOW WiNDQV FRAME D25 74 X 8J e.. B.0 ,:.,D C. E.i.G.MI,J £,f,G.M.IJ' HEIGHT) HEADER PERIMETER 74 x 72 e.0 e.0 I GLASS (TIP.) CAULK STUCCO 20u20M 24 x Z4 (SEE NOTES) Br OTHERS BY OTHERS I-2OW30M 24 x 36 C C C G.M G.H G.M 20u4OM 24 x 48 C C C G.H M 0.M W.W. 20wA6M 24 X 34 C C C G!I GII G.HT.IJ (WINDOW V1DTH) CAULK BETWEEN 20W50M 24 x 60 C C C G.H G.M G!1,IJ WOOD BUCK t I + x 72 C C III C O.H G.MJ.J C.Hjj SECTION 8-B MAST. OPENING 3OM20M 36 X 24 .M .n NO+FS: Br OTHERS 30u30u 36 x 3b C C C G.M G.MG,M RIGID VINYL 1) SHtN AS REO D. AT EACH wSTALUTON J.'4CHOR. MA%. A.LOwABLE 3OM401A 3E X 4S C C C Gn G,nJ,J GnJJ GLAZING BEAD yOMsbu 16 z 54 C C C G.M G,NJJ G.MJ.J St9M STACK TO BE 1/4'. <TYP.) 3W450u 36 x 60 C C C G.n G,MJ.J G.H.IJ 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 30M80M 36 x 72 C C C G.H IJ G.HJJ EF,G.H I,J 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LIN. TO ACHIEVE MIN. 4 o. PERIMETER FLANGE TYPE EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4OM30u 46 x 36 C C ( 9.0 G.H cm GMJJ CAULK WINDOW FRAME 4) USE SKICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD k 40M40M `8 X 48 C C e.0 G. G.MJJ C.MI.J BY OTHERS SILL JAMBS. SILL I4UST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 40MA6M 8 x 54 C C 3.0 G•H G.MJ,J GJY.I,J 116 ADMESIVE CAuu( OR APPROVED EOUAL. s0u5DU 48 x 60 C C 2.0 O,M.,IJ GMJJ E.F.G.MJ.J 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND 4OU6OU 49 x 72 C C B.0 G.M.I,J . E.F G,M.I.J F M 1 EXTERIOR OF WINDOW FLANGE. U M P.L n ,N Jy b) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE 46u30u S4 x 38 C e.0 3.0 GM GM GJ+JJ e 45M40M 54 x 48 C B.0 &C c.M c.M),I G I+JJ ANCHOR OVANUTY LISTED WITH NEXT LARGER SIZE. FOP THE 46u46M 54 X 54 C e.0 S,C C.MIJ G,MIJ E.F,G,MJJ r APPROPRIATE DESIGN PRESSURE REO'D. 46u50M 54 x 60 C B.C. B.0 G.MIJ GMJJ E.F,GM/J 7) GLASS IW-KNESS MAY VARY PER THE REOUIREuENTS OF ASTM E1300 46mspm S. X) C &C '-.0 CHIJ. E,Fcmr i F c CAULK BETWEEN O Q CLASS CHAP.TS. UN20M x 4 ,C G.M GN G.M WINDOW FLANGE 8) LETTER DES04ATONS ON THE TAPCON LOCATION CHAT wOrCATE 50u30M 60 X 36 C 1, C B.0 G.H cJI G.M,IJ WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE 5DU40M 60 X 48 C B.0 B.0 Gm GMJJ G.M.IJ t PRECAST SILL V EXTERIOR ELEVATION AS A KEY, SOM46u 6C x 54 C S.0 3.0 O.M.IJ GMJJ EF.GII,IJ V/VULKEM !1a PRECAST SILL SECTION A —A 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SOMSOM 60 X 6D C B.0 E.0 G.II.H.J GMJJ E.F,G.M,IJ ADHESIVE CAULK BY OTHERS SHOULD BE FILLED WITH J8 SCREWS OF SUFFICIENT L'r.. TO PROVIDE SoM60w 60 X 72 C B.0 B.0 G.MI.J EF.G.M.r.J Ef.G.MIJ OR APR OvED EOL. MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. M M eo L ,L H M 10) APPLIUTION OF WLKEu 116 AD)!£SIVf CAULK AT FRAME SLL MUST 56u3oM 66 x 36 e.0 B.0 A.3.C.: G.H G. G.MJ.J W. W. 56M40M 66 X 48 S.c e.0 A.3.C.� G n G.MJ.J G -.]J A COMPLY WITH SEALANT "IIUFACTVP.EP.'S P.£COMM£NDATIDNS 56046M 66 X 51 EC S.0 A.B.C.- G.H,LJ C,MJ.J E.F,G nIJ t:) ONE ADdT10NAl FIELD DRILLED & mSTA�ED AHICHOP 4 R£O'D. IN 55U50U 66 X 60 E.0 EF.G.HIJ Bc A.B.C.: 6,M.I.J E.F.G,HI.J A B C p EACH JAMB ON THE FOLLOWING SIZES: -D25" (73 7 62). 'D2b' SEu60W 65 x 72 e. _ B.: A.- C.0 G.M IJ E.r.G!+!J EF.G.M I,J• (73 x 71). -56u60Li (65 x 71). 6( "5^u60M- (71 x7l). PLACE ANCHOR BETWEEN ANCHORS 'C ANO 1' AND BETWEEN ANCHORS 'H 60M3OM 72 x 36 BC e.0 A.-.C.' G n I C.M GIIIJ 7-- 60M40M 72 x 48 E.0 B.c A.?.C.: G.H G m.I.J G,H,I.J E / AND .i Ov£% 55 PSF ONLY, FOU46V 72 x 54 e.^_ 8:: A.?.C.: G.HIJ G.H.I,J E.f,G.M l,J 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WI-,N A STRUCTUAL S3M 72 % 6C �.0 B.0 A.BC.i G.M.I,J E.F,G3LLJ Ef,i!II,J F TWO BY WOOD BUCK. US M DM SCREWS I SU LLAT.0: LENGTH 70 72 % 72 9C B.0 +.RE G.H I,J W.H. �_ ACMiE'JE 1-3/8" MIN. EMBEDMENT AT ALL R+STALLA:ION FASTENER ■ADD: T IONA<. AM:H,r,1R$ RE"'D. SEE NGTE !l G LOCATIONS. ON SIZES NOTED IN NOTE #'1 ADO A 7;0 SCREW '' - y ANCHOR TO EACH JAMS FOR NOTED DESIGN PRESSURES FLORIDA EXTRUDERS INTERNATIONAL, INC B B UNITIU FLC:-: SANFORD. FLORIDA r.Aw�!/� L4 FLORIDA r' TITLE: INSTALLATION DETAIL W/ TA?CONS J MANIIRA(;g'�j I v HORZ. SLIDING FLANG= WINDOW — SEP!ES 1000 A ELEVATION FIi DRAWN BY:BB I APPROVED BY: VIEWED —FROM EXTERIOR _. _� a -� �r.4 jDATE: 10/23/01 ..ALE: NT DNG.: FLEX0020 polpAt:O )T. PROMf_T a 4PPLICATIDN CVGINCER:A6. INC. z5C JNTZRNA•I^JNAL PKVI., SJ;TE zs0. HE4)-:Jv'. rLC7:ITA i2746 PHGr{ +:) 6o5-0365 744 •.- 305-035i a ONE By WOOD BUCK BY OTMCRS CAULK BETWEEN WINDOW FLANGE - L WOOD BUCK STUCCO J By OTHERS ►ERIMETER CAULK BY OTHERS RIGID VINYL GLAZING DEAD Q YP.) CAULK BETWEEN CONCRETE OR WOOD BUCK L MASONRY OPENING NAS'Y. OPENING BY07-EPS BY OTHERS 1 6 1-1/4' MIN, 4 EMBEDMENT INSTALLATION HER 3/IS' DI A. TAPCON SHIM AS REO'D.. 1/a' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS h _ (TIP.) (SEE NOTES) B.W. I-1/a' MIM (BUCK VIDTH) ~'EMBEDMENT INSTALLATION ANCHOR ONE By WOOD 3/16' DIA. TAPCON D BUCK By OTHERS STLK co BY ETHERS SHIM AS REO'D. 1/4' MAX. RIGID VINYL (SEE NOTES) GLAZING BEAD IT7P.) �- CLASS (TrP.xSEE NOTES) u FLANGE 71PC —� WINDOW FRAME JAMB CAULK BETWEEN v VINDOV FLANGE PERIMETER L WOOD BUCK CAULK BY CTMERS W.W. (VINDOV WIDTH) I aE1GMT) B�K (BUCK CAULK BETWEEN HEIGHT) WOOD BUCK L CAULK BETWEEN WINDOW MAS'Y. OPENING FLANGE L PRECAST SILL BY OTHERS W/ VULKEN 116 ADHESIVE p SECTION B—U CAULK. OR APRV'Q £OL. FLANGE TYPE CU4CRET£ OR PERIMETER WINDOV FRANC MASONRY OPENING CAULK SILL BY OTHERS ' BY OTHERS 9 4 W.W. '�F EBY OTHERS s 9 9 _- A A B C F SECTION A -A 1 4 pa 1ISHIM AS REO'D. AT EACH INSTALLATION ANCHOR. uAx. ALLOWABLE D E SHIM STACK TO BE 1/4-. Q % 2) WINDOW FRAME MATERIAL' ALUMINUM ALLOY 6D63. 3) OWALLAT04 ANCHOR MUST BE OF SUFFICIENT LTM. TD ACHIEVE ' MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 4) USE S1(JCOFIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT NEAR J B K B O & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRA-E WITH VULKEM 116 ADHESATE CAULK OR APPROVED EOVAL. 5) USE SIUCONZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W,H. f G EXTERIOR OF W04DOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE Aa ANCHOR DUANT1tY LISTED WITH NEXT LARGER SIZE. FOR THE / APPROPRIATE DESIGN PRESSURE REO'D. �� 4 7) GLASS TM"NESS MAY vARY PER THE REO(XREMENTS OF ASTME1300 GLASS [[ e) LETTER D(SIGNATIONSTSON THE TAPCON LOCATION CMART INDICATE H I ^F WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON AtscmOR- SHOULD BE, FILLED WITH /8 SCREWS OF SUFFICIENT OE LYM. A TO PRONMIN. 5/3 IN. EMBEDMENT INTO WOOD BUCK. tO) FLORIDA EXTRUDERS 1000 SERIES SINGLE "UK IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIN EXTRUDERS 1500 AND 2000 E L E VAT I 0 N SERIES SINGLE MUNGS. it) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY OF SUFFICIENT LENGTH TO ACHIEVE II1I+.E SCREWS AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. PPIPMRED 6": PROOLO A AP►UCATgM TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMS 30►V TO 4D►u a t+s7 TO 70PSF 30Ps7 TO 40.V a : P57 TO 7ys, SIZE SIZE 12 tb t/e a 25 B e r.0 F.0 13 fe 1/S X.31 3/6 e B F.G F,G 14 1e 49 S/6 8 B f•G f•G 145 is 1/$ X 55 1/4 B B F,G F.G 15 16 1/5 a i3 B 8 FG F,0 16 16 1/6 A 71 B B F.G r,G.M) 17 + 1 X o F FGJ.r ln2 25 1/2 x 25 B B 1"3 25 1/2 X 37 3/6 e 8 F,G F.G IM4 25 1/2 X 4s 3/3 B B F,G 1 H45 25 1/2 X 55 1/4 g B F.G F.G-j IM5 25 1/2 a 62 B B r,G F.O.H: 1NG 25 1/2 X 71 g B F,G F.G.nJ 1.7 25 112 a 33. B B FAJ.K F.cJ.A 30 1/2 . 26 29 1/2 X 25 B B r,G F.G 30 1/7 . 36 3/6 29 1/2 X 31 3/4 X 49 5/6 B B F.0 F,G:HJ 30 1/2 . SO 5/8 29 1/2 +/2 X 55 t/. D 8 F.G F,GJ'J 30 1/2 , 56 1/. 29 29 1/2 X 62 B 8 F.G F,GJ(J 30 1/2 . 63 10 1/2 . 72 29 1/2 X 71. B e F.G.mi F,G.HJ 30 1 2. 64 29 1/2 X 63 e B F.GJ.K F•G.J.K 23 36x25 36 a 37 3/6 B B F.G F.G 24 34 X 49 5/0 B 8 B B F.G F,G F.G,HJ F,G.HJ 245 25 36 : 33 V. 36 x 62 B 8 F,GJ(,I F.G.NJ 26 36 x 71 B B F,G.MJ 7 36 A 63 e B F,GJX f.G.n.t.J.< 42 X 41 X 25 B e r.G►.G NJ .2 . b 3/e .1 X 37 3/6 e BF.Gf,GJ+J 42 . s0 5/8 4t X .9 5/8 1/. e e F.GAI f,C.nJ 42 . S6 1/4 a2 . 63 4/ X SS 41 x 62 B 8 f,W(.1 D,E,F,GrJ 42 . 72 a a 41 X 71 4/ x e3 B 9 f.G.HJ F G J.K O.ff.GrJ r.O.HJJ.K 46 . 26 47 x 25 B B A.0 A,C FIG f,C tAl F,G.NJ b . 36 3/3 .7 X 31 3/6 .9 5/6 8 A.0 ►.G F.G.NJ 48 . 50 5/3 .7 X 47 1 $5 1/4 B A.0 F,G.HJ F.G.r.J 46 56 1/4 46 , 63 FAIN) D,Cr.G!J 46 . 72 .7 x 7% B A.0 r.G•MJ D.EA.GJ•.1 a • 47 x 63 Ar n r -1 K 32 33 52 1/0 X 25 52 1/3 X 37 3/8 B B A.0 A.0 F.G F,G r,G f.G 3. 52 1/e X 49 3/6 a AC F,Or.1 r.G.HJ r.G.r.J D.EF•G.n.1 3.5 35 52 1/6 X 55 1/4 52 1/9 X 62 a B A.0 A.0 r,O.M., O.fi.G.M,1 36 $2 1/3 X 71 a A.0 F,C.HJ D.E.r.G.nJ . 37 1 52 1/e X 83 B A,C F,GJ.K D.E.F.CAI(J.K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. FLORIDA EXTRUDERS' SANFORD, F ORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1500 L 2000 ORLAWN BY. BB I APPROVED BY: MGNEEIt ,;. INC.. 250 NTERNATouL /KY., swc 250. NEATHROKI, hORKM 377.E ►HONE •07 603-0365 TAX 607 SCS-0366 CAULK BETWEEN SHEATHIMG WINDOW FIN t Hr OTHERS SHEATHING INSTALLATION ANCHOR 09 WOOD SCREW STUCCO BY OTHERS PERIMETER BY OTAULK HERS J WINDOW MCIGNT GLAZING (TYP) (SEE NOTES) PERIMETER CAULK BY OTHERS INSTALLA-D4 ANCHOR 08 WOOD SCREW STUCCO Br CT,s£RS CAULKSETVEEN WllN'W FIN SHEATHING L SHEATHING BY OTHERS SECTION A -A _ 11 MIN. EMBEDMENT TWO BY WOOD r BY OTHERS SHIN AS RE01A (SEE NOTES) I1A1 MAX. SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING (T7P.) (SEE NOTES) tL//- F1N i7P( WINDOW FRAME SI►(ARDLE SILL /� STOOL Hr OTHERS TWO By WOOD a` BY OTHERS 1'M1N. EMBEDMENT WINDOW WIDTH I141 MAX. $HjM SPACE SHIM AS REO'D. TWO BY WOOD (SEE NOTES) STUD B7 OTHERS ��x7rTD� CYJ�s"'� � �S1 Cvr* NAME: 11 MIN. Mt� +� a ENeEDPENT �q GLAZING (TYP)(SEE NOTES) -� iASTM SHEATHING BY OTHERS CAULK BETWCiN —_WINDOW_�.I I T" I I A I B 8 z.1 D.C. MAX. (TYP.) EQUALLY SPACE ANCHORS (TYP.) WINDOW HEIGHT T— LL J{L LA I(p�(, J (7YP.) L6' MAX, (1YP.) ELEVATION VIEWED FROM EXTERIOR FIN TYPE WINDOW FIN WINDOW FRAME L SHEATHING JAMB PERIMETER INSTALLATION ANCHOR CA,'LK 88 WOOD SCREW B7 CTHEAS STUCCO BY CTHERS SECTION B-B NOTFS' 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM SACK TO BE 1/4'. . 2) WINDOW FRAME IAATERLLL: ALUMINUM ALLOY 6061 .. 1) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. 70 ACMfEvE MN. ErABEDMENT OF 1' &TO WOOD BUCK. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL @ JAM?S. S) USE SLICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WNOOW FRAME. 6) IF EXACT WINDOW SIZE S NOT LISTED N ANCHOR CHART. USE ANCHOR OUA-%T17Y LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS_ MAY VARY PER THE PIEOUIREMEMTS OF ASTM E13W GLASS CMARTS. 8) FLORIDA ExTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETR:7DERS 1500 AND 2000 SERIES SING.:_ HUNG WINOOWS. 1 I 1-» .)G.W3 ...�. _ _�. .-_...... ......�.n,✓. ry xn ,rYre.uttn.0 w.... <nrr �sw .�. -a-, rro,r.. »..c w.v .A] aos-03AS rul .O] W:S-e36t CONCRETE OR NASONI(Y OPENING BY OTHERS ONE BY WOOD DUCK BY OTHERS CAULK BETWEEN , WINDOW FLANGE y VDCD BUCK STucco J BY OTHERS PERIMETER CA1x K BY OTHERS GLASS (TIP.) (SEE NOTES) Wx WINDOW 'EIGHT) PERIMETER CAULK yr OTHERS a CAULK BETWEEN WINDOW FLANGE L PRECAST SILL V/VULXEM 116 ADHESIVE CAULK ., OR APRV-D. EOL. A INSTALLATION ANCHOR r3/1(,' DIA. TAPCON /CAULK BETWEEN WCOO BUCK t MAST. OPENINGHY OTHERS GLASS (TYP.) 1-1/4• MIN. <SEc NOTES) 0 EMBEDMENT 0�Aj A $' AC SKIM AS REO D. I/N• MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME W.W. RIDGED VINYL F GLAZING BEAD HEIGHT)HTEIGHT ) I I-' BRIDGED VINYL W.H. GLAZING BEAD 24 , C.C.. MAX. (TTPJ FLANGE TYPE S WINDOW FRAME ■ 6' MAX. (TIP.) 1--- �I a a PRECAST SILL By OTHERS SECTION A —A A —*' ELEVATION VIEWED FROM EXTERIOR B.W. ~---'—<BuCK WIDTH) SHIM AS RrO'D. 1/A' MAX. (SEE NOTES) RIDGED VINYL GLAZING BEAD 1-11" •1M. CONCRETE OR C�K7KtiM MASGNRT OPENING BY OTHERS D INSTALLATION ANCHOR 3/16' Dla..tAPCOn v O ONE 8Y VGCD BLOCK BY OTHERS v FLANGE TYPE p WINDOW FRAME CAULK SETVEE- VINDOV FLANGE PERIMETER t WOOD BUCK Br CC„E-S CAULK BETWEEN WOOD syO BUCK t V V MAS'Y. OPENING �------(WInDOv WIDTH)BY OTHERS STUCCO BY OTHER; SECTION B—B NOTES 1) S. KiM AS REO'0. A7 EACH INSTALLATION ANCHOR -WAX' ALLOWABLE Spam STACK TO BE 1/4: 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- DIw TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. AT HEAD k JAMBS. SILL MUST BE A) USE SIUCONIZED ACRTLK CAULK BEMwo wwoow FLANGE APPROVED EQUAL. ATTACHED TO THE SUBSTRATE WITH MAW 116 ADHESIVE CAULK OR 5) USE SILICONNZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR or LISTED WINDOW FLANGE 6) IF EXACT WINDOW SIZE IS NOT LISTED w ANCHOR CKART, USE ANCHOR OuAN NEXT LARGER SIZE. FOR THE APPROPR:ATE DES:CN PRESSURE kE0'D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 (LASS CHARTS.. 8) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C.. I8 SCREWSOF SUFFICIENT LTH. TO PROVIDE MIN. 5/3 IN. EMBEDMENT INTO WOOD SUCK SHOULD BE INSTALLED. 9) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS- 10) SEE BACK OF TINS SKI. FOR INSTL'N ANCMOR REOuIREMENTS. 11) APPLICATION OF VULKEM 116 ADHESIVE CAJLK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 12) WHERE WNOOw IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO By WOOD BUCK. USE !10 SCREWS,Or SUFFICIENT LENGTH TO ACHIEVE 1-3/8- MIN. EMBEDMENT. 13) WINDOW UNITS CAN BE MILLED TO OTMEI� UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SMECIS FOR P.EOUIREMENTS. INTERNATIONAL. INC FLORIDA EXTRUDERS SANFORD. FLORIDA T)TLE:iNSTALLATiDN D:TAIL V/ ONE BY BUCK FIXED FLANGE WINL3W - SERIES 1000 & 2000 1 DRAWN BY: BB APPROVED BY: 2GD2 DATE: I0/22/01 SCALE: NTS DWG.: FLEx0018 SIKEET I D: 2 ►IICPAREO 61:1PAa0001 1EC1wOLOGY CORP.. 250 nTWN.l10NAL rKwY. SIZE 750..dAT ROROA 37744 ►HONC 407 603-0365 FAX N07 =-346 : W. SHEATHING By OTHERS CAULK BETWEEN WINDOW FIN L� SHEATHING INSTALLATION ANCHOR so SCREW EXTERIOR OTINISH HERS —� CAULK _ aERICULK / BY OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK IT OTHERS INSTALLATION ANCHOR —� IIB WOOD SCREW EXTERIOR FINISH BY OTHERS —� I Of 'SEE NOTE 6) MIN. DMCNT -VMD FRAMING BY OTHERS V]NDQV WIDTH 1 [_ MAX. SHIM SMI11 SAKE /+EWft� FLOWA B.O.A.F• SHIN AS REO'D.�+c++` � �j� (SEE NOTES) A� NAB'. 1� \/ t r 4.i u 1MAX. Fl� j1. SHIMIM ACE i,+,+�• SP GLAZING 'SEE NOTE 6) FIN TIP WINDOW FRAME CAULK BETVCEN 1•M/N. ` .WINDOW FIN EM3EOMEN L SHEATHING SHEATHING BY OTHERS SECTION A -A BUCK HEIGHT FIN TYPE WINDCv FRAME mm —SHIM AS RED'D. 1/4' NAX CSEE NOTES) VIDOD FRAMING BUCK BY OTHERS EXTERIOR FIN TYPE WINDOW FRAME A -w'3 ELEVATION VIEWED FROM EXTERIOR WOOD FRAMING BY OTHERS SHEATHING - 3Y OTMCRS \ _ INSTALLATION ANCHORCHORCNOa K3 SCREW CAULK BETWEEN WINDOW FIN L SHEATHING SECTION 8-6 PCRIIQ TER EXTERIOR FINISH CAULK if OTHERS By OTHERS NOTES. I) $NIu AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHUT. MAX. ALLOWABLE SHIN STACK TO BE 1/4-. 2). WINDOW FRAME MATER'AL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE Of SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF 1- INTO WOOD FRAME. 4) USE ONZED ACRYLIC CAULK FOR PERIMETER SEA, AROUND EXTERIOR OF WINDOW FRAME. S) USE SW.tCONZED ACRYLIC CAULX BEHIND WINDOW FIN. 6) CLASS H ENTS OF ASIV E1300 GLASS CHARTS SINGE GESS MAY VARY PER LAZING IS SHOWN. INSULATING GLASSALSO OUALX'IED. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE --+ WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO ' THE FLORMA EXTRUDERS 15W AND 1000 SERIES PICTURE WINDOW. B S) S?ACE INSTALLATION ANCHORS AT 6- MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WITS 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 US:NG ALUMINUM TUBE MULLION. SEE MULLION . INSTALLATION SHEETS FOR RECIREMENTS. f 1 DRAWN B' DATE: 1 / BY: PRODUCT TECHNOLOL� CORP- 250 INTER"T004AL PWNY 250, TARE MARY. fLORCA 32766 PHONE 407 DO5-0365 FAX 407 /U CAULK SCTVEEN VINDOV FLANGE t WOOD BUCK CONCRETE OR MASONRY ON NING Br CTMEaE FIkiTM QT:t By OTHEE RS PERIMETER CAULK BT 07MERS VINDOV FRAME HEAD WINDOW HEIGHT EXTERIOR VINDOV FRAME —� SLL PERIMETER CA,:_K BY OTHERS ExTERMR FINISH —� By OTHERS CAULK BETWEEN VINDOV FLANGE t WOOD BUCK CAULK BETWEEN WELD kcX t MASONRY OPENING BY OTHERS CAULK iETVEEN VOOD DUCK t NASDay OPENING BY OTHERS ONE BY VGOD BUCK BY OTHERS INSTALLATION ANCHOR 3/16' D:A. TAPED" MIN. 0 � EM 1 ENT 1/4- MAX. _ SHIM SPACE SHIM AS REO'D (SEE NOTES) GLAZING (TTP. SEE MOTES) / 4 CONCRETC OR MASONRY IT G•MERS CI-C'TION A —A INSTALLATION ANCHOR 3/16- DIA TAPCDN SI11M AS REO'D. (SEC NOTES) I L 1/{ MAX. SHIM SPACE NOTE i I) SHIM AS REO.O AT EACH INSTALLATION ANCMCR WITH LOAD BEARING SON". MAX. ALLOWABLE Sl..IM STACK TO BE 1/4-. 2) WINDOW FRAM: MATERIA,- ALUMINUM ALLOY 6063, 3) 3/16- DMA- TA.PCON NSTALLATION ANCMOR MUST BE OF SUFFICIENT LTM. TO A•cHf)VE WN. EmBEOMENT OF 1-1/4- INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6- FROM CORNERS k 24' 0. C. MAx. ALL FACTORY APPLIED HOLES NOT DESIGNATE) FOR TAPCON ANCHORS SHOULD BE FILLED WITH /e SCREWS OF SUFFICIENT LTM. TO PROVIDE MN. 5/0 IN. EMBEDWENT INTO WOOD BUCK. A) W-4RE WINDOW IS INSTALLED II MASONRY OPENING WITH A STRUCTURAL Two BY BUCK. USE /10 SCREWS OF SuMCIENT LENGTH T3' ACHIEVE 1-3/0* wn. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. S) vSE SILICOFI cD ACRYLIC CAyJ( SEwND wINDOW F.ANGE A- HEAD. Sat JAMBS. 6) USE SILICOw:ED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF VANDOW FL(MGE. 7) GLASS THICKNESS MAY VARY PER THE REOLnRE►1EN-S OF ASTM E1300 GLASS. CHARTS. SINGLE GLAZING IS SHOWN, INSUKATING GLASS IS ALSO OUAUFIED. D) BUILD DOWN AROUND CURVED PORTION OF Wwmw FRAME TO BE ENGINEERED BT OTHERS. BUILD DOWN MUST BE OF SUFFIECICNT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THESTRUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DSIG ENER w1NDCw SHOWN. THIS PRINT ALSO APPLES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 10) ELEVATIONS S..* W COMMON CONFIGURATIONS. IT 1S NOT INTENDED 70 LIMIT USE OF THIS PRODUCT TO THESE Two CCNFIGuRAT0MS. THIS SHEET APP'JES TO ALL CONFIGURATONS TH•.(T CAN 6E MANUFACTURED FROM THE 10DO. 1750. t 2000 SERIES DESIGNER FIXED WINDOW FRAWNG SYSTEMS. 11) wINDOW VNIT CAN BE MULLED TO OTHER VMITS (:SANG ALUMINUM TVBE MULLION.. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. EXTERIOR ELEVATION 1-1/A' MIN. EMBEDMENT SHIM SPACE ONE 8r v^_OD SHIM AS RCO'D BUCx By OTHERS (SEE NOTES) vWDOv FRAME /— IhiTALLATION ANCHOR 3/I6• Dia. TAPCON IAMB SEE GLAZING S) SEE NOTES) CAULK U BETWEEN Vls BUCK t M.:S'T OPCN:NG - BY G'MERS PERIMETER CAULK IT OTHERS / EFTEQIOR FINISH J By OTHERS VINDOV VIDTM I v C I I f CAULK BETWEEN I VLNMV FLA.+wF i WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS S=CT►CN B-B A EXTERIOR ELEVATION C INTERNATIONAL IN a 1-1/.-EDMEMrt MIN. J FLORIDA EXTRUDER.. SANFORD. FLORIDA EMBN�S • ONE BY VOOD MA A i } /� /1' TITLE -FLANGE INSTALLATION DETAIL CONC%:TE h!EADER V/1 EY PUCK BUCK By OTHERS DESIGNER FIXED WINDOW1000. 1750, L 20:D SERIES DfL WN BY: BB APPROVED BY: DATE:02112/02 SCALE: NTS DWG.: FLEXD035 lftl [ Ar• HKAV wo.& G• cv, aw in CIA It., +. MUM AMw H w W' 3 WI. INSTALLATION ANC.+OR -.J +-3/6' MIN. ONE IT SUCK co SCREW �EMBEDwENi 3T WHERE SUCK vID7H SHIM SPACE CAULK SET VEEN VIND_v BUILD DOVN CAV-K SEIVEEN 3r OTHERS 7wc DT SUCK rLANGE L S�EAT.:IMG (ALSO APPLIES N2l.cS. TVO 3T FRAMING t CD4RETE 70 SILL) t) SHIM AS REM AT EACr INSTALLATION ANCHOR NATH LOAD BEARING SHIM. MAX. BY O7.ERS Sr EIMER' ,L,OWABLE i.nw STACK TO BE 1/4'. PLYWOOD (T'%j 2) WINDOW FRAME MATER:IL' ALUMINUM AuCY 6063. 3, CTHERS 1-S/S" MIN 3) 7.L'CON INS?ALLATION ArdMCRS A? Sri MLST cE OF SUrICIENT LTH. TO Ac.tiE/E rH r SHI AS PEC•D ,ill I EMBEDMENT um. EMBEDMENT OF 1-1/4-INTO MASONRY OR COMCRET- 110 INSTALLATION IS EE NOTES) 1NETALLA'3 ;N AHC.�('R SCREWS AT HEAD !I IAM3S .wS ?E OF SUFiIC£NI LENGTH TO ACHIEVE 1-1/6' 8:0 SCRE': WN. EMBEDMENT INTO WOOD FRAMING AND BUR: DOWN WHERE REOULRED. ExTER;OR FINISH INSTALLATION ANCMO4tS k SCREWS TO BE PLACED 6 N. FROM CORNERS k 2- IN. 1, OTHERS O.C. MAX. vINDOv rRAN£ 4 CAULK BETVEEN a) USE SNCCNW2ED ACPrjC CAULK BEHIND WwDOw FLANGE AT HEAD. SILL k JAMBS. }an.I VL•NDOV FLANGE 5) USE SR MZr-D ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF L V 1S SUCK WINDOW FLANGE. GLAZING [TYP. r t/. MAx. 6) CLASS THICKNESS MAY VARY PER t..E R£JUHREMENTS OF A57M E+300 CUSS SEE NOTE:) Q SHIM SPACE CHARTS. SINGLE GLAING IS SHOWN. INSULATING CLASS tS ALSO OUALIFIED. \ 7) BJRD DOWN AROUND CURVED PORTION OF wmDOw FRAME TO BE.ENGNEERED BY Q OTHERS. "-0 DOWN MUST BE OF SUFFICIENT STRENGTH TO ACEOIMTELT 1 MANSFER LOAD FROM WINDOW TO THE STRUCTURE. ` S) FLCRIOA EXTRUDERS 1000 SERIES DESIGNER ww4.ow SHOwN. THIS PRINT ALSO { APPLIES 70 FLORIDA EXTRUDERS 1750 SERIES Ar 2000 SERIES. ♦ COKRETE OR ►ER;METER CAULK v D) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO Lae USE OF H•.As9R, BY OTHERS THIS PRODUCT TO THESE T11O CONNFIGu;W."S. THIS SHEET APPLIES TO ALL PER1N£TER CAULK ST CTHERS SHIM A, \pElrD COW CuRAT10HS THAT CAN 6E MAN iFACTuREO FROM THE 1000. 1750. 4 2000 1T OTHERS [S££ NOTES) SERIES DESIONER FIxED w/N00w FRAMING SYSTEMS 10) wNCOw txaT CAN ALSO BE MULLED TO OTHER LIMITS USING ALUMINUM TUBE VINDOV VID?H VINDOV rRAHE MULLION. SEE MULLIDN INSTALLATION SHEETS FOR REOUIREMENTS. HEAD Cx7ER;ZR FINISH SECTION E—B DY CITHEas SUCK HEIGHT ExTE?IOR (TIP. vGLA2iNG SEE NOTES) VINDDV rRArs SILL PE4UETCR CAalK SH!H AS REO'D - BT OTHERS 11•ERIOR rF�15M 3• CTHERS Jj (SEE NCTES) .1/A' MAf. s+I. s:A:E EXTERIOR ELEV-17ION CAULK 1ETvEEN VINW4 FLANGE Q Q it it v000 L 1E�v KC MRAL F. ORMA B. OAL F. CAULK SET WEEN HOOD t.:K ► �+U'R1\UTKCiN1i.TAR i / MASD Sr u'+EwING DINE 'sY VCOD r-• 3T OTHERS DUCK 31 OTHERS }- ice- ,.. _ X}._. � .•c CONCRETE OR GF( TION P.-A �rl[1.71�'R FII.E` 1{ MASOG. as tNSTw_LATION AM=v D -E.r� � �w D, ATrtEi3 2n6• .1.. 7.PCON ITC. (.. wwdLb WIOTA A. EX-ERIC= LE'VATION '+ �.. -mc� ME...1JG• �� o ..c.+ a. R ., i!A HaE <.r,.I.. I.I.:F a-.. .wK ,r N:-.%: Ir K...:.a <HIEATHIMG — IT C'H RS Ae INS7A4.LATOIN ANGOR SCR£V V EXTERIOR FINISH.. IT OTHERS PERIEIER CAULK IT OTMCRS FIN FRAME MCADI VbwV W.! Hi EXTERIOR PERIMETER CAULK By OTHERS EXTERIOR FINISH — by OTHERS •B INSTALLATION ANCHOR SCREV OTPJ SHEATHING BY OTMERS r 'OK CAULK BEHIND FIN TVO IT BUILD DIVA Br OTHERS SHIM AS REO'D. NOTES 1) SHIM AS REO•D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING ' (SEE N; ES) SreI(, MAX. ALLOWA?LE SHIM STACK TO BE 1/4 2) WIN)Ow FRAME MATERLLL: ALUMINUM ALLOY 6063. 3) USE SLICOHIZED ACRYLIC CAULK. BEHIND WINDOW F.N AT HEAD. SILL & JkMBS. VN. MAIL yA N; USE SIUCOHIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUNO EXTERIOR OF WINDOW FRAME. S) GLASS THICKNESS MAY VARYGIs PER THE REw.wcECLS OF CLASS ALLSTw OuA ED. CHARTS. SINGLE C AZwG K SHOWN. w5(M:a+G CLASS K ALSO OUALIF)E0. 6) SCREW ANCHORS AT HEAD. SILL BI,IAMBS SHOULD BE 18 SCREWS OF SUFFICIENT LTH. TO PRova uaN. I IN. MN. EMBEDMENT INTO WOOD FRAME. PLACE /8 SCREW ANCHORS.6- FROM CORNERS AND 24' O.C. MAX.. 7) BEURVED PRTION OF WINDOW FRAME To ENGINEEREDED By CMUST DINERS. BOLD DOWN BE SUFFICE STRENGTH TO TRANSFER LOAD FROM WNDOw 70 THE STRUCTURE. 8) FLORIDA EXTRUDERS IWO SERIES DESIGNER wNODW SHOWN. THIS PRIM ALSO ASS TO FLORIDA EXTRUDERS 1750 SERIES k. 20DO SERFS. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO UM7 USE OF TH6 PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANLWACTUREO FROM THE 1000. 1750. k 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. to) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE A;U L*N. SEE MULLION RNSTALLATION SHEETS FOR REOUIREuENTS. GLAZING (TYP. SCE NOTES) FIN FRANC SILL SHIM AS REO'D. t (SEC NOTES) —r L v(• NAt s9.M TPA[t A �I TVo IT FRAMING EXTERIOR ELEVATION IT OTHERS CAULK BEHIND rim ri-• piy � �'�'hI+ JLL` O, SECTION A —A ful $F Q 2fl�2 0" MT I/V Mk ■? INSTALLATION Shp" yACE ANCHOR SCREV (TrP.) TV0 III FRAMING SHIM AS REO'D. By OTHERS (SEE NOTES) CAULK BEHIND FIN FIN FRANC JAMB I GLAZING (TTP. SEE NOTES) / t� --HILL L r MIN � L EKBE!(NI SHEATHIw BT LTHCRS EXTERIOR fxiE?IOR FINISH By OT ERS ��vINOCv vIB:N PERIMETCR CAULK IT OTHERS SECTION B—B M NT EXTERIOR ELEVATION ONAL. INC FLORIDA EXTRUDERS'SAN ORD, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, L 2000 SERIES DRAWN BY: BB APPROVED BY: DATE:02/14/02 SCALE:NTS DWG.: FLEX0037 IKtiNe1 N HNTI[4r/Ntw ew M rW_Yn ►.ti. -19 M K.l+ llm AIr r w ..=" •u y: Nef-I)iN CONCRETE CR SN:M AS RE-- MASONRY OPENING (SEE NOTES) By OTHERS CAMx BETWEEN DOGR FLANGE i V002 BUCK CAULK BETVEEN PERIMETER WOOD BUCK t CAULK sY MAS'Y. CPENING OTHERS BY O7H.cRS STUCCO Q {t 8r• OT)CRS V ), � T7 li INSTALLATION ANCHOR 89 SCREW (TYP. VHERE— TAPCONS ARE NOT REO'D.> SLID:NG GLASS DOOR FRAME SILL .INSTALLATION ANCHOR 3/16- DIA, TAPCON INSTALLATION ANCHOR Na SCREW (TYP. WHERE ONE BY WOOD TAP:ONS ARE NOT REO'D.) BUCK BY OTHERS 1 1/A^ MiN EMBEDMENT SLIDING GLASS DGOR FRAME JAMB D 1 r1/A' MAX. SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT t D J D EMBEDMENT M'N TENDERED GLASS (TYP.) PER:METER CAULK BY OTHERS -�— S.G.D. WIDTH —rJ�-1/4' MAX. SHIM SPACE 1 1/6' MIN, EMBEDMENT A�ONE BY WOOD BUCK By OTHERS CAULK BETWEEN G WOOD BUCK t MAS'Y. OPENING BY OTHERS —SH'M AS REO'D. i (SEE NOTES) -INSTALLATIONt ANCHOR 3/16' DIA. TAPCON CAULK BETWEEN /— DOOR I'J E t L.'OOD B'✓. CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCeGR 3/16' DIA. TAPCON SL:D:NG CLASS DOCR - HOOK STRIP 1-1/1' MTP( EN DMEN CONCRETE OR MASONRY OPENIPWf � CAULK BETWEEN / aY OTHERS WOOD BUCK t MAS'Y. ,OPENlhG BY OTHERS CAULK BETWEEN MOCK TRIP ` G s VWD BUCK ll_ONC BY WOOD BUCK BY OTHERS STUCCO BY OTHERS _ - 0 B.OAAjR EHPERED GLASS (TYP,) SECTION r 1NWACTURER NEE; SLIDING GLASS DOOR Ic.r. c�n x r )R�Pr INTERLOCK MASTER FELE# HOOK STRIP DETAIL Y 11 DOOR MATERIAL. ALUMINUM ALLOT 6RK7. 2) TAPCDN TYPE INSTALLATIOM AMCWRS NJST !E OF SNiFIClCn1 LUGin TO ACHIEVE HIK CMBEDPEMT OF 1-1/4' INTO MASONRY OR CONCRC7E. 3) ALTERMATC TAPCOM INSTALLATION ANCHORS FRONT TO 14U IN ALL FRAE -MEMBERS I) TAICOM ANCHOR CHART ON BACK Or THIS SHEET. b USE SX]COPRZED ACRTLIC CAULK BENIND DOOR FLANGE AT HEAD t JAMBS . 6) USE SILICOHI2ED ACRYLIC CAULK FOR ►ERIMCTER SEAL AROIMD'EKTERIOR OF'DOGIL " 7) IF EXACT DOOR SIZE IS NOT LISTED IN AINOQR CHART, USE ANCmCR! ANTITr.LISiCD W:7H NEXT. LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE RCO.0. 8) FOR POCKET DOOR SIZES USE CLOSEST BiPASS DOOR SIZC t COFIGLRATION TO FIMIAED OPCMU4 PLACC.TA►COMS, IN FRONT OF NM STR:P AS S+CvK - !) GLASS THICKNESS MAY VARY ►[R REO)IRENCMTS Or ASTN. E1300 GLASS CHARTS .. 10P ALL FACTORY APPLIED MOLES POT OESIGMATED FOR TAPEON AMCCR SHOULD DC FILLCD WITH RB SCREW' OF SUFFICIENT LENGTH TO PROVIDE WK Ul' CMBEOPENT INTO WOOD BUCK. .. 1.) DOOR WIT 12 APPROVED USING TEMPERED GLASS IN SIAIG C GLAICD Olt SWAXATI G GLASS. 12) JAMB / SILL CDRKRS ARE TO BC SEALED VITM A SMALL JOINT SCAM SC-ALCR. 13) SPIN AS RCO.O. AT E. SET Or INSTALLATION ANCHORS MAX- ALLOWARE SHIM ITACK TO DE 1/4•. 1A1 ALL INSTALLATION AMC'ORS MUST K Pw:E O CORROSION RESISTANT MATERIALS 15) WMERC 'X• WEPRESEN.S MOVING PANCL AND -0' RCPiZYSCNIS FIXED PANEL APPROVED , A �= CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK Or THIS SHEET. 16) 007 ALL CONFIORATIO4 LISTED ABOVE ARE SHOWN OM THIS DRAWING. HOWEVER IMSTALLATION EXTERIOR ELEVA-•ON SECTIONS 'A -A•, •B-B', t NQEK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONF}FARATKINS 2 PANEL DOOR SHOWN 17) INSTALL ONE TAPCON IN EACH PAIR OF FACTORT APPLIED IN:TALLAIION HOLES UNLESS MORES OTHERWISE ON ANCHOR CHART. SEE BACK OF THIS SHEET. . 18) RORIDA ExIMAERS IWO SERIES SLIDING GLASS DOOR IS SNUVK THIS ►R:NT ALSO APPLIES TO 200D .SERIES AHD 500 SERIES. j REV DESCRIPTION DATE INI EXTRUDERS LIBERALLY APPLY (}- _ 1 L EIP. I D A INT: INC. SANFORD FL. CAULKI}I� UNDER SN_L OR SET SILL IN BED INSTALLATION ANCHCR OF CONCRETE 3/16' DIP. TAKEN TITLE: SLIDING GLASS DOOR SECTION ALA INSTALLATION WITH TAPCONS DP.AWN BY: 3B APPP.OVED BY: Cg _L�L - j DATE:10/25/01 SCALE: NTS D»G #: FLEX0021 AT ..erect . APR1GitlA EWL.URIW. K.. MO INTEnNTIO.% ft.',SUITE :A. MCATMgV, FLOR::A. 32716. 407-B05-034 FAX 487-ILs-00766 INSTALLATION ANCHOR DOOR WIDTH SHIM AS RE'O'D X8 SCREW SHEATHING (SEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE TWO H WOOD SLIDING GLASS L SHEATHING By Ot1�:S DOOR FRAME JAM3 I` ll'x ( I , SHIM SPACE 1 LT."3 -+ f•l/8' MIN. -� EMBEDMENT TEMPERED GLASS STUCCO (TYP.) OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS (TYPJ �T DOOR HEIGHT SECTION B-B I n A JrAypv.DER5 SLIDING GLASS. DOOR FRAME SILL D MAX. SHIM SPACE iv0 If WOOD 1-1/8 MIN. /- BY OTHERS SLIDING GLASS DOOR SHIN AS REO'D. HOD( STRIP (SEE NOTES) INSTALLATION ANCHOR RB SCREW �- CAULK BETWEEN DOOR rLANGE L SHEATHING INSTALLATION ANCHOR L8 SCREW TW0 BY vOOD by OTHERS CAULK BETWEEN HOOK ST21P L SHEATHING L.t-I/8• NI►t. EMBEDMENT SHEATHING BY OTHERS SHEATHING BY OTHERS TEMPERED GLASS — STUCCO (7YPa ZSTUCCO OR SIDING OR SIDING BY OTHERS BY OTHERS SLIDING GLASS DOOR INTERLOCK HOOK STRIP DETAIL U OMF NATERITI SCRfv ALLOT cool 21 or INSTALLATION SCREWS MUST K or I S ALLA1EHT LENGTH TO ASILL M MIX CMKbENt - Of I-I/D' INTO LENGTH TO WS/ALNCK3 ANCIGRS AT SILL MUST K Of pfflCiENi LENGTH TO ACMKK M{K EMKD4•: Or 1-1/4' INTOwSO)Rr OR C0"47CTC... ......... l) INSTALLATION ANCMDR CHART ON $A" Or TMIS SHEET.- .. .) USX 1XICONIZED ACRYLIC CAULK KWNO DOOR rLANGC AT WAD L JAMDS. S) USE SILIC04ZED ACRYLIC CAULK ►OR YCRIKTER SEAL AWKMD EXTERIOR or DOOR U V EXACT DOOR SIZE IS NOT LISTED IN ANC QR CMKRT• USE ANCHOR QUANTITY LISTED VITH NEXT LARGER SIZE. FOR b( APPROPRIATE DESIGN 1RESARC REtrO...__.._ __.. .. _.. _... _ 11 FOR POCKET DOOR SIZES USE CLOSEST ►Y►ASS DOOR SIZE L COKIGURATWN TO FINISHED O NIWG ►,ACE INSTALLATION ANCMOKS. IN FRONT Of H=K STRIP AS S1OVK -_ B/ CLASS THICKNCSS MAT VARY PER REOUIRCNENTS Or ASTM C1700 GLASS CHARTS !) .DOOR UNIT IS APPROVED USING TEMPERED. GLASS IN SINGLC GLAZED ORINSULATINGCLASS. 10) JAND / SILL CORNERS ARC TO K SEALED VITM A SNALL JOINT. SEAM SCALER. _.. 11> SHIN AS RCO-D. AT CA SET Of INSTALLATION ANCHOZ WI. ALLOVARC $HIN STACK TO K I-'. 12) ALL INSTALLATION ANC" MUST K NATS Of CYM TO. RESISTANT MATCRIALS -- 13) VNERE 'K• REPRESENTS HrVING PANEL AND 'D' RCRESCN'S FIXED PANEL A!►RiVEO CGWXA•TIONS ARE AS LISTED ON ANCNOR CHART ON DUCK Or THIS SNECT. E X T E R I O P. ELEVATION "' SECr ALL ` I` : :'MCK STRIPttT�` A--' TO INSTALLATION � KAPPROVED LAftpN ' EMBEDMENT COKIfAlNAilON'- D' O A 1-1/4' MIN. 2 GAVEL DOOR SHDVN IS) fLONDA CXTRUKRS AM SERIES SLIDING GLA'S DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO . ZM SCRICS AND US SERIES. -._.... :. _ - -_ _ ._.._..--- . D LIBERALLY APPLY CA(A-KT(vG UNDER SILL INSTALLA7OR SET SILL IN HED 3 i6 VIA. ITAPCDN ON OR OF CONCRETE SECTION A -A. _ � F 12002 DESCRIPTION DATE INI FLORIDA INC..- f RSANFoi2D FL. 77TLE: SLIDING GLASSL DOOR INSTALLATION WITH r#8 SCREWS- DRAMN BY: BB _ APPROVED BY: DATE: 12/17/01 !SCALE: NTS DWG /FLEXX27 SHI I Or ...•.•.. •.. A•nerT a ArRKA1tON pa'Krn<i. INC, 2.3 IMERMtwD ft-. =n 21N. c.twi.. r"ftDA. 3r". NT•c¢j-qU r- NT-NU-m 1000 P.V./DESIGNER SILL (TYP.) /-68 X 3/4 SELF / TAPPING SMS Ix2x1/8 TUBE MULLION SEALANT XTVEEN wDcwv FLANGESS- t MULLION SEALANT s�S - D � 68 X 3/4 SELF vINDOV t MULLION low TAPPING SMS HEAD SEALANT KTVECM vINDDV FLLAMM$ A -A (1) L MULLION ,SECTION 1000 r P.VJDESIGNER SILL (TYPE i s8 X 3/4 SELF TAPPING SMS %1X27/16X1/8 I / TUBE MULLION SEALANT V WDOVV \-- 68 X 3/4 SELF �1000 S.M. TAPPING SMS HEAD (TYP.) SEALANT BETVEEN SECTION A -A (3) viNDOv FLANGES t MULLION 1000 P.VJDESIGNER .SEALANT BET" WINDOW FLAK SILL (TYP.) t MU.LIGN 68 X-3/4 SELF TAPPING /S-IX4X1/8 / TUBE MULLION '-- 68 X 3/4 SELF 1000 S.M. TAPPING SMS WAD (TYPJ SECTION A —A (5) 1000 P.VJDESIGNER SILL (TYP.) 68 X 3/4 SELF TAPPING SMS 1 X 2 X 3/8 TUBE MULLION . . J "-68 X 3/4 SELF —1000 SA . TAPPING SMS HEAD (TYP.) SECTION A —A. (2) -1000. P.V✓DESIGNER SILL (TYPJ 69 x 3/4 SELF TAPPING SMS I X27/16X 3/ TUBE MULLION SEALANT BCTVEEN / DVDov FLANGE -(\ .. t MIA.LIW APPUES TO HEAD k SILL WHERE I' X 4' Alxl LeaY DETAIL do" X 4' TUBE MULLIONS ARE USED PLsiE C -O'ER ADDM04AL ANOOtS. VHDJ REDULRED) O SHEATHING O O INSTALLATION ANCHOR 68 VOOD SCREW (TYP.) EXTERNAL MILLION IN CLIP TWO BY WOOD BUCK BY OTHERS 1000 P.VJDESIGMER SILL (TYPE 68 X 3/4 SELF TAPPING SMS 2x4X3/8 TUBE MULLION 68 X 3/4 SELF —1000 S.H. TAPPING SMS MEAD (TYPE 68 X 3/4 SELF TAPPING SMS SECTION A —A (4) l000 sx HEAD (TYPE -I000 P.v.1DESIGNER SILL (TYP.)SECTION A -A (7) TAPPINGSMSE��► B.O. 1 X 4 X 3/8 TUBE MLIILIQN�, bi N A . - `68 X 3/4 SELF `1000 S.H. TAPPING SMS MEAD (TYP.) SECTION A -A. (6) DETAIL / 1 MULLION APPLIES TO HEAD & SILL WHERE 1* X 2' t I- X 2 7/16'.TUBE MULLIONS ARE USED DETAIL B � INSTALLATION ANCKM 46 VOOD SCREW c"P -Noad CUP L1 1/8, MIN. EMBEDMENT 1 I I I I IEMBEDMENT FLORIDA EXTRUDERS INTERNATIONAL INC SANFORD, FLORIDA TrrLE:SER, 1000/1500 FIN SHEET i OF 2_ -TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE,C-APACITIES DRAWN BY: MSH APPROVED BY.' DATE:2/6/02 SCALE:NTS DWG.: 1HMFINTR VINDEIVR FLANGESEALANT MULLISIGNER 3/4 SELF NG SMS Ix2x1/8 TUBE MULLION SEALANT VINDOV r . L MLLIE \-#8 X 3/4 SELF �1000 S!i TAPPING SMS HEAD CTYPJ -SEALANT TVEM VIMDW FLANGESS ,SECTION A —A (1) L MULLION Ila VDESIGNER \3/4 SELF NG SMS /''1 X 2 7/16 X I/8 / TUBE MULLION L -#8 X 3/4 SELF 1000 &K TAPPING SMS HEAD (TYPJ SEALANT BETVEEN SECTION A —A (3) VINDW FLANGES L MULLION 1000 r P.W./DESIGNER SEALANT BETVE.EN SILL CTYPJ VINDOV FLANGES- r #8 X 3/4 SELF L MULLION \ TAPPING SMS %4 X1/8 Im-ror-y1ml TUBE MULLM 1000 P.V✓DESIGNER TYPICAL MUWON TO CONCR*E 0 JAMB SILL CTYPJ (c�2 1X5TO 4- TUBEBMUHERE IWONSARE USED) Q #8 X 3/4 SELF TAPPING SMS CONCRETE OR MASONRY BY OTHERS I x2x3/8 TUBE MULLION � n ONE BY WOOD sW ENTRa BMA B.O.A.F. BUCK BY OTHERS Q MAMNAC'1`UM NAM: 1•Ga/4iLbt E.l7�PUD,EJeS #8 X 3/4 SELF MASH F \_ 1� S.H. TAPPING SMS # HEAD CTYPJ SECTION A —A (2i 1000 P V /DESIGNER 1000 P.V./DESIGNER INSTALLATION ANCHOR 3/16' DIA TAPCDN SCMV ANCHOR cTYPO -- EXTERNAL MULLION INSTALLATION CLIP r SILL CTYPJ SILL CTYPJ Q k8 X 3/4 SELF #e X 3/4 SELF TAPPING SMS I X 2 7/16 X 3/8 TAPPING SMS / TUBE MILLION /�2 X 4 X 3/8 L1 1/4' MIN. / TUBE MLLION EMBEDMENT SEALANT BETVEEM VDCDOV FLANGE - L HC.UJOR \--#8 X 3/4 SELF 1000 S.Ii TAPPING SMS HEAD CTYPJ SFCTION A —A W 1000 P.V./DESIGNER _ SILL CTYPJ #8 X 3/4 SELF TAPPING SMS /�I X 4 X 3/8 rivlC""YI -9 / TUBE MULLION T #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.M.HEAD cm.) B HEAD CTYPJ SECTION A -A (5) _.::.-SECTION !A —A (6) `#8 X 3/4 SELF TAPPING SMS `-1000 S.H. HEAD CTYPJ SECTION A —A (7) MULLION is TA .. r-� A f L� A _ - ELEVATION , VIEWED FROM EXTERIOR C. FLORIDA EXTRUDERS � R 00F oxmA rM,E: SER. 1000/ 1500 FLANGE 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 DVG.: 1HMFLGTRv' /9 1000 P.VJDESIGNER SILL .(TYP.) I8 X 3/4 SELF TAPPING SMS I x 2 X 1/8 TUBE MULLION .SEALANT BETWEEN WINDOW FLANGES- . _1 L MULLION SMANT HFLANGES J I �-18 X 3/4 SELF L MULLION 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT FLANGES N A —A (1) 79, R SELF MS IX27/16X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- } MULLION �$8 X 3/4 SELF I000 Sj.L TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES L MULLION 1000 P.WJDES[GNER SEALANT BETWEEN r SILL (TYPJ VIND13V FLANGES. L _MULLION / I8 X 3/4 SELF TAPPING SMS TUBE MULLION �— 08 X 3/4 SELF --1000 Sll- TAPPING SMS HEAD (TYP.) . SECTION A —A (5) 1000 P.VJDESIGNER SILL (TYP.) AUXILIARY PLATE OW ADVITWN.XFJ AL AMCMM. VI REOIARM DETAI Ia x 3/4 SELF TAPPING SMS p 1X2X3/8 O. 0 TUBE MULLION — — KILL iON 0\ TWO BY WOOD �se x 3/4 S B�K BY OTHER 1000 S.N.�/� ��/� �. .!>..�. TAPPING SMS HEAD (TYP-)4aADUFF ACTMER NA= SECTION A —A (2) r-to/jD4 rSIL (TYP.) SIGNER T7��R SILL (TYP.) ff (O r s8 X 3/4 SELF 1000 P.V./DESIGNER TApP� SMS SILL (TYP.) IX27/16X 8 TUBE MULLION I8 X 3/4 $1 TAPPING SMS SEALANT BETWEEN WINDOW FLANGE _._. L MULLION I8 x 3/4 SELF L I000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (4) 1000 P.WJDESIGNER 1 SILL (TYP.) IS X 3/4 SELF TAPPING SMS �"i x 4 x 3/9 / TUBE MILLION • t 18 X 3/4 SELF � 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (6) APPLIES TO HEAD k SILL WHERE 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR I8 WOOD — SCREW (TYP.) /—EXTERNAL MULLION INSTALLATION CLIP -- IMULLION — -TAR t BEIeD.S� r— A ; t � (_ A 1 I 1/8' MIN FFF...--- EMBEDMEN F1 EVAMN - VIEWED FROM OMMOR .....DETAIL 13 . APPLIES TO MEAD & SILL WHERE V X 2' k 1' X 2 7/16- TUBE MULUONS ARE USED Wcryp IALLATIW ANOCRWOOD SCREW.) Z CLIP '—I8 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A —A Qj LI I/8, Mrx HEAD (TYP,) Exr-bEUQ FLORIDA EXTRUDERS �R , �>�A J'Y TT=SER, 1000/1500 FIN SHEET 1 OF 2 . " -.TW I N HORIZONTAL MULLION SECTIONS t it T _SEE OTHER SIDE (SHEET 2 OF 2) FOR ,. cDESIGN PRESSURE CAPACITIES s RR1P1V BY: MSH APPROVED BY: <•'DATE:2/6/02 SCALE:NTS DWG.: 1HMFINTW /B SEA_4 T aETV VL4a]V FLA.NuES L MU L1Dti 1;,{ F.W./DESIGNVE XS X 3/4 SELF TAPPING SMS :XaX1/? T.:E MULL194 SEA_AKT 3_7VE_cv Vih-,CV FLANLES- L N 1LI-rlq "._s6 X 3/4 SELF ` '_700 SW i XO. s�+s rsL Y �.i S=A% ANT v_cgV N WI.]7v F _AnT_S sl_ TION A -A (1 1 f-1CFj P.W./ZES;CNER SILL (TYP.) I C6 X 2/4 SELF ` TAPPING SMS 1 1 X 2 7/16 X i/ii I —lfY l TUB_ MULLIGN SEALANT BETWEEN L M:RLICN \--118 X 3/4 SELF 100 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SE CTION A -A (3� VINMV FLAKES - 1 ,ULLla% �- 10140 P.V./DF.S'.;,NERSEALANT BETVE' N I SILL (TYP.) VINMV FLANS i 66 X 2/4 SELF ; N�t_iOn NG SMS , +X4X1/8 f CGC P.`J,/DESIwNER TYPICAL MULLION TO CONCRETE 0LI,IA)AS (APPES TO JM' WHERE 1' X 4- I S!LL tTY;:) i k 2' X 4' TUCE MULLIONS A.PE USED) Q ' I I x= x 3/4 SELF i II j TAPE NG SMS f CCNCRET- OR MAS349Y ti BY CT: ERS i X 2 X 3/3, - LtiS'•ALLATIuh ANChuR 3/15' DIA. TAPCI. SV EV AXCY.C`Q'(TYP_' .f .: ONE i;Y EXTERK4L MULLIGN IKSTALLA'104 CLIP Ffi.Os'3�A 'B.O.A.F•' CENT -T\ x 3/4 SELF MAraTACT \ LI�ti. TAPPING SMS(T -/0oc y `-wtP�LiLN Sw 'TT,-.; / ' Fell 3LL SECTiON A -A (2 ' .,C( F i'./DES:GNER SILL (TYP.) • :�7 �.•i /7ES:GkER .. r SILL (TYP.) I I '; fi i Q JJJy / XS X 3/4 SEL: TAPPING SMS s x 3/4 SELr i X 2 7/i5 X 3/8 TA?PING SMS i 1 1 r TUBE MULLIDN PT ^( 2 X 4 X 3/8 f I '� ::H� MIwL..H. I• 1 I/4' MIN. EM_F,KENT SEALANT BETWEEN Vl%-a6V FLA%GE - L h"L LICK ` \-s8 x 3/4 SELF \•—ILGC SH TAPPING SMS r,EAD (TYP.) SECTION A -A (4; �-!COO F.Y./DESIG14ER SELL (TYP.) #R X 3/4 SELF TAPP?NC SMS 'v v" 1x4x3/e ° \•-r8 X 3/4 SELF �� `-48 x 3/4 SELF `--- IOGC Stl TAPPING SMS \-- ICuC SA. S.MS HE (T'YFJ nEAD (TYP.) SF.('T'ON A -•A (5' CTIO!v A. -A 16i. `t18 X 3/4 SELF TAPPING SMS III".: S.H. HEAD „TYP, SECTION A -A (7� E_%1/AT-ON YE`/ILC FROM EXTERIOR 1 ITrrI.E: SEk. 1000/ 150G FLANGE . SHEET I OF, r I TWIN HORIZONTAL MULLION SECTIONS P I f Su _+T'-iCK J: JL SHEET 2 OFF. C) FJ12 DESIGN PRESSURE CAPACITIES F E B 15 'DRAWN BY: M S ti JAPPROVED BY: .DATE:2/4/^2 I SCALE: N-S DWG.: ' I HMFLGT'W /7 r1000 P.V✓DESIGNER SILL (TYPJ 1 S X 3/4 SELF NBAPPING SMS 1X2X 1/8 TUBE MULLION .SEALANT BETWEEN WINDOW FLANGES- L MULLION SEALANT. BETWEEN- tl \-08 L1MU I�fLAI�ES. X 3/4 SELF 3000 S.M. TAPPING SMS SEALANT BETWEEHEAD, (TYP.) WDLDOV FLANGES SECTION A -A (1) L MULLION 1000 P.VJDESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMS IX27/16X1/8 TUBE MULLION �vaR� SEALANT WINDOW L NULLII 08 -X 3/4 SELF �1000 S.K .TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES L MLLION 1000 P.VJDESIGNER SEALANT BETVEE SILL (TYPJ WINDOW FLANGES L MULLION \ 08 X 3/4 SELF TAPPING SMS / 1X4X1/8 L4 TUBE MULLION �08 X 3/4 SELF 1000 SJ1 TAPPING SMS HEAD (TYPJ SECTION` A -A (5) 1000 P.W./DESIGNER AUXILIARY aATF SILL (TYPJ lfDR ADDITIRUL ANCHML VHN REQUIRED) O 08 X 3/4 SELF DETAIL TAPPING SMS O O 1x2xa/a -- TUBE MILLION 0 CENTRAL 110RMA 13.0. 'O BY WOOD (1` �7 08 X 3/4 SELF pp CK BY OTHEF _ I000 S.M. TAPPING SMS . MANUA`"I'MR HEAD (TYPJ OR/P4 Pffmf SECTION A -A (2) -1000 P.W./DESIGNER WSTER ME SILL (TYPJ 08 X 3/4 SELF 1000 P.V✓DESIGNER TAPPING SMS SILL (TYPJ IX27/16X3/9 TUBE MULLION 08 X 3/4 SELF TAPPING SMS ZX4X3/8 SEALANT BETWEEN VINDOV FLANGE - L MULLION 08 X 3/4 SELF \_1000 Sal TAPPING SMS HEAD (TYPJ SECTION A -A (4) 1000 P.VJDESIGNER 1 SILL *TYPJ NS X 3/4 SELF TAPPING SMS I X 4 X 3/8 ` TUBE KLLION 9 \_08 X 3/4 SELF `llw S.H. TAPPING SMS HEAD CTYP.) SECTION A -A (6) APPLIES TO HEAD & SILL WHERE 1' X 4' & 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 08 WOOD SCREW (TYPJ, EXTERNAL MULLION INSTALLATION CLIP 41 MLLION L-A TUBE MULLION I/8BEDMENT' MIN. L I EM VIEWED FIM EXTERIOR I. DETAN B APPLIES TO MEAD TUBE SILL MULLIONS ARE USED . .. .. _. TALLATUN ANCNDR . so-v= SCREW RTP� Nom CLIP 08 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A -A (7) HEAD CTYPJ t t/e' MtN fMOEDwfxT FLORIDA EXTRUDERS ° NSA MM SER. 1000/1500 FIN SHEET i OF.2 HORIZONTAL MULLION SECTIONS "= =' SEE OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES =' C-ft b' r DRADTN BY:MSH APPROVED BY: „ >... ,,••>`` DATE:2/6/02 ISCAL& NTS DWG.: 1 HMF I N a IC ICCC P.W./DESIGNER TYPICAL MULLION TO CONCRU-- G JAMB p E „ IiDC F.V./uESiuhi£R j (AEPLIE I.-X. ES TO JAMS WHEF' 4' SILL (TYP.) SILL tTY=.) , G 2' X 4' -USE MULLIONS ARE ::S:D) 4 4 #8 Y. ?/4 SELF —iiA X 3/4 SEI.F f WPM- SN.S !tl TAFP:NG SMS i _ i1 � CONCRETE OR MASONRY I� r-1xX:/8 SEA• .Ni 3ETVEr_N wv%acw FLANGES- L M<L MN 2 t SEA:A•+T rrEEr:� `'` VD. i FLANGES w8 x SEL= 1_.. iAPF h-z sns s MtJ:_iCrc :Ca ;:r SEAL:.YT HE i J:�i c W1NE�% FLAn _S SECTION A —A. (? i i MJLLiC!k !COG PA-VDESIGNER SILL (TYP.) 8 X 3/4 SELF TA-rING sMs T1X27/16X1/8 TUBE MO} LION SEALANT BETWEEN WIN2MV FLANGES- L KILLION "--M8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALAW BETWEEN SECTION A —A (3) WINDOW FLANGES t ML�LI7N �10J0 F.W./DESIGNER SEALANT BETWEENDO SILL MP.) WINW FL1INCES r 08 x 3/z SELF L .LLULN ' TAPPINGSMS /-Ix4x1/e � \ I-1fi11 I IU6L MLLLiu,4 I '1-08 X 3/4 SELF i^rL'9 S.r. TAPPING SMS HEAD CTYP.) c�C�irN A —A (S) B7 07�cRS — i x a 3/S 1 — iINSTA _ATICN ANCHC'R 3/:6' DiA. TAPCLN S:iEV ANCrL<' CTY=.) ON;' BY WO£ _f ExiERNAL KiLLJA INSTA,_LATIDN CLIP i CMTRn FLOWDA B.O.A.F. Co. s L TAPPIN= `SMS - MANUFACTURER NAM: CAB t rPJ ?!�D.R/DA ,EX`r72vDER5 �tt 4 i I SECT !QlN' A —A (2XUM F1 —' I r 102L P.V./ LES-5NER I 1 SILL (TYP., Q I fax ?/4 SELF I.�0 P.V./D£SIGNLR TAPP;N SMS I $ILL (TYPJ %%% 1 x27/16X3/8 d / Tb3E MULLiCIN —.4 i-.— 1 1/4' MIN. 4:e X V4 SELF SMS Er BEV—ENT rTAPPING T4 TUBE MILLION f i SEALANT BET•dEEN TAI; WINDOW FLANCE \--Pe x 3/4 SEL TAPPING SMS L� A iD00 S _ I KAD (TYP; 11 SECTION A —A (4) i F1000 F.V./DESIGNER lj SILL (TYP.) W\\` #;- X .3/4 SEL% r-M8 X 3/4 S£L-F \ TAPPING SMS FVAi N TA.°PING SM�I x 4 X 3/8 I CTInN A —A (%) I VIEWED FROM EXTERIOR GO0 S.H. I :'lC nt'LL1U'1 FLORIDA EXTRUDERS INTERNATIONAL, FLORIDA TITLE:SER. 100011.500 Fi QNGE SHEET 1 OF ? HOR I ZU"aTAL irvL_L_ i Jiv SEv 4. 0-NS I. U i nT- rt S : JL^l J.7LG +• C Uf fiC Gi L \ti sn x 3/4 SELF DESIGN PRESSURE CAPA I T iES i APr1K $NS 0CC S K HEAD t •-.) �y.�� iDRAWN BY: N;SN APPROVED BY: SFCTii'"� ^n (� ._.. _ __ i I� LI12 DATE:P4'4 02 SCALE:NTS DBG.: IHMFI-Ci- . /S 1000 S.N. 1 X 2 X 1/8 1000 S.M. 1 X 2 X 3/8 JAMB CTYPJ TUBE MILLION JAMB (TYPJ TUBE MULLION B8 X 1/2 SELF fe X 1/2 SELF 1 1/8• MIN. TAPPING SMS TAPPING SMS EMBEDMENT j TWO BY WOOD BUCK BY OTHERS t1 WEEN 2 X 4 X 3/8 SEALANT BETWEEN SEALANT BE 88 X 1-1/2 SELF TUBE MULLION . VINDW FRAME WINDOW FRAME _7 t MULLION A MULLION 118 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A —A (1) SECTION A —A (2). MULLION ! X 2 7/16 X 1/8 1000 S.H. 1000 S.H. TUBE MULLION 1000 S.H. 1 X 2 7/16 X 3/8 - B (T�J JAMB (TYPJ J JAMB (TYPTUBE MULLION 1 8 X 1/2 SELF N8 X I/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN B8 X 1-1/2 SELF��GVWDOV ESN 'WDOV FRAME WINDOW FRAME TAPPING SMS t MULLION a MILLION L MULLION SECTION A —A (7) a8 X 1-1/2 SELF N8 X 1-1/2 SELF. TAPPING SMS TAPPING SMS DETAIL C SECTION A -A (3) SECTION —A (4) �a IX4X1/8 1X4X3/8 Q JS,i,•IC• TUBE MULLION TUBE MULLION ia•Q" 1000 S.H. 1000 S.H. JAMB (TYPJ JAMB (TYP.) s8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FRAME 16 MILLION r8 X I-1/2 SELF TAPPING SMS SECTION A —A (5) Lu\ SHEATHING INSTALLATION ANCHOR 08 WOOD SCREW (TYPJ EXTERNAL M LLION INSTALLATION CLIP APPLIES TO HEAD & SILL WHERE 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED APPLIES TO HEAD k SILL WHERE 1" X 2- k 1' X 2 7/16' TUBE MULLIONS ARE USED INSTALLATION ANCHOR DETAIL BS WOOD SCREW *�Vmc J ILL CLIP 1 ve• MIN. EMBEDMENT SMEATH04- f AUXILIARY PLATE (FOR ADDITIONAL ANCHORS. WHEN REOUIRED) E 1 n A A t/RlDA # O O M8 SELF TAPPING— SMS (TYPJ \_ DETAIL B MULLION I18 X 1/2 SELF ELEVATION O+ TAPPING SMS VIEWED FROM EXTERIOR �LSEALANT BETWEEN WINDOW FRAME L MILLION 08 X.1-1/2 SELF TAPPING -SMS SECTIONA—A (6) 'FLORIDA EXTRUDERS � DO �xmn TMx. SER. 1000/1500 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 SCAE:NTS DWG: 1VMFIN - /y 0 IXG Sit-� X c X 1:- AOD S.iL •:A+!E ( T YR. 1 'UB_ Mt"-LSC,fi . .LAMB (T YP.) 1 #6 X 1/2 SELF TA=PING SMS `\ 3 MUL:ICN TAPPIN SMS X. 2 7/, 5 A:/ 8 TUBE MLILLMN 10% S-i -s Ic*.ft S!i JAM? (TYPJ JAMB (TYP.) ;;S X :/2 SELY TAPPINZ SMS SEALANT '3zTvccN VINMV FLANGES L MILLION — #8 X 1-1/2 SELF TAPPING SMS SEC110N A —A c S.; j'1 xaxt/6 / TUBE MULLION Ix2x3/8 T LB= W. LLION F 08 X ii2 SELF TA7:ING SM.S ` SEA ANT. SETVM 41r_zS �- *C- X 3/2 SELi S=C71Ql,,' A —A [i /-I X = 7/15 x 3/8 1 N IIJ ` % T EEM( _LIDN JAMB (TYPJ . w8 X 1/2 SELF TAPPING SMS J R8 X 1-1/2 SELF-1 SEALANT I%'TVLEN SEALANT SETVEEH TAPPING SMS V?ND^-V FLANGES ViNaGt+ FLANGES 1 M LLNB: \—#s r.sE ON SECTION A —A (7; TAPPING SMS DETAIL C -� ; ECTiOP4 A —A i4i i ONE BY WOOD_., QUAD C 3�CK BY GT:+ERS L C.:NCRE c r= MASnti2, I 1/4• MIN. Q BY GT3:_Kgy EMBEDMENT Q 4 1• a � t� , ` S \ALL�ATI N A[ Cwgn_:._3/1£. T�PQ?N SCRs.. A,1f-[R (Tr? TC C0Nr_rtL 0 HEAD L N i ,I(n LIES 70, r[AD & Si L WH 4 I X 1 S L X ..E`: L(ULL*NS ARE .:SEC; i 1 p?Ail R8 X '/: SELF TAPPING S-S r F ? 33O'S S.N. ^ JAM., (TYP.) JAMS C . YP.) . 1. Ltt 1 pI? x 1/2 SELF r8 X 1/2 SELF TAPPINr SMS TAPPING SMS SEALANT BETWEEN �\ SEALANT g:TVEEN \ . VINDnV FLAWAS ` - -' V[M'JDV ;LANCES L MULLION 1 L W.:Lt.113N \-- 3r8 X I-1/2 - SELF `- lr8 X 1-1/2 SELF TAPPING SHS TAPPING SMS SECT iON A —A ' J ii S=C T i(IN A•_LL1..(.p , _ f r INSTAL , AT/OA ANCHOR f 3/'.E' DiA. 7APCC•N 1 SCREW A3iCHst (iYR) SILL CLIP '--J • Q _i • I 1/�MiV. i EMBc.+MEN? —z PRECAST SILL B., OTHERS [ 1 G3 [XI} [aRY Pi ATi ! ;:rR: AU."tIC AL ANCMGRS, s'-EN REOLARED) EY I r r A I I I� f 1 3 I� i SMS (TYPJ — DE'fat:_ p j ELEVAT301: VIEWED FROM EXTERIOR FLORIDA EXTRUDERS ANFOR � ORIDA , TrrLE: SER. 1000/ 15-30 FLANGE SHEET 1 OF 2 l}K -.A!-1✓,�i � 1Li�, SECTIONS SEE OTHER SIDE (SHEET "% Or 2) MR ' i;-SIGN PRESSURE, CAPACITIES " FEB 15 202 DRAWN HY: M S H APPROVED BY: - 'DATE:2/ 1 /02 1 SCALE: �4 T S DWG.: 1 (1:"•'. LG 5 M IXzx1/e iC :xZx3/e 100c S.e i 1 TUBE MUL-ION JAMB ,TY?: .1 T'J'aE M1::..1�y ,.AH: CTY?: #E X 1/2 SELF T6 x //2 SELF 2 X 4 X 3/6 �- °_. Sy AP. iNG SXS TA. .,r S TLSE Ml•_LI_ j �_a�� •r'�%CN } � SEA' AN-. jz' L-N ` :.Akt STY° : V:NLi:W FLAAias '' 'Jl::wv f:0.Y:ES \-_RL' / '-3/. SELF S �=LIO.N i : S, \---*e x .-:/2 Sr. TAF?iNn- S`s Sg'CT:ON A —A (••) S _CT:Q.N A -A (2 X27/16X 1/e :X2711EX3/E / '%VB MU: L:C:` ^ 7"-sr Y:J' LC4N JATt° CTYP.) JAM? (" . P.) lib X 1/2 SELF P5 X 1/2 SELF TAPPING SMS TAPPING, SMS TYRCAI- V'?';nAL TO HCR'ZCSTAL VULUON TO A+UL UCN : TAP:=:%c SHS 1 1 I\TFRNA,; �� r �^- IX OR _X MULL (Typ,) Y V o INSTAL1-AT12% N4010 SEALANT BETVr_N DIA. TA?C'.+�`c WINDOW FLANGES X 1-1/2 SELF �t SCREV ANCHCR LTYPi t ILL" TAP?*NG Sus i• SECT;ON A -A (7) si:L C;.- i ••�� SEALANT BETWEEN SEALANT BETVEEN WINDOW FLAM'•,fS vb"GiV FLANGcs Re X 1-1/2 SELF I t MS.LIDM4 t MILLION T A?PiNG SMS 1 ro X 1-1!2. ScLr i TAPPING SMS C�^T: SECT 0►• A —A SECT! (3) 0N A —A (4) t I x 4 x ve —1 X 4 X 3/8 I TUBE MULLION WsE:F' LION oaft 'i r TAPPING ' Ara;•] JewaO�T c i /r0/Q,�1 is i A �� FILE # 46 X i/2 SELF we X 1/2 SELF TAPPING SMS TAFFING SMS SEALANT BETWEEN � ` SEALANT BETWEEN WINtOV FLANGES \\ VIimv f_A.,ras AB X 1-1/2 SEL•- fr ML3UMN _ i Mu: ION_. ._ TAPPING Sm!' — 4a X 1-112 SE_F TAPPING SNS SECT:ON A —A (5) SECT;CNA—Q FcB 15 i1GU2 :; 1/4' MIN. EMBEDMENT Q ` 1 `PiEC!ST Sty BY OTHERS �4 jXUARY PLATE 1 CF�R AZDiTIONAL ANC-JMS. WHEN REGULRED: o O GR I FLORIDA EXTRUDERS INTERNAT SAAIFORD. INCFLORIDA TI1E:SE R 1000/ 150G FLANGE SHEET 1 OF'-2 VERTICAL MULLI'IN NTO H-MRIZONTA_ SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRE,SS_URE CAPACITIES JRAwN BY: MSH APPROVED BY: DATE: 2/5/02 SCALE: N T S IDAC.: I VMHMF LG . SEALANT BETVEEN VINDOV FLANGES L MULLION 2000 P.V✓DESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS IX27/16X1/8 TUBE MULLION SEALANT BETVEEN VINDOV FLANGES' L MULLION `08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (1) CENTRAL FLORWA Ag,rt � 0 � D SEALANT BETVEEN SEALANT BETVEEN VINDOV FLANGES VINDOV FLANGES 1. MILLION L MULLION 2000 P.V✓DESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS j' I X 4 X 1/8 / TUBE MULLION I APPLIES TO HEAD & SILL WHERE 1' X 4' AI XI eZY P ° DETAIL C & 2 X 4' TUBE MULLIONS ARE USED 2000 P.V./DESIGNER sM ADDnrouL AMCHOM.VKN REDU[REUb SILL (TYPE O M8 X 3/4 SELF SHEATHING TAPPING SMS 10 I X 2 7/16 X 3/8 OO TUBE MULLION INSTALLATION ANCHOR 88 VOOD SCREV (TYP.) EXTERNAL MULLION INSTALLATION CLIP TVO BY VOOD BUCK BY OTHERS M8 X 3/4 SELF 1000 S M TAPPING SMS MILLION HEAD (TYP.) 2000 P.V✓DESIGNER WIN APPLIES TO ME40 s SILL WHERE V X 2' SECTION A -A (2) SILL (TYP.) a I'X 2 7/16' TUBE MULUDNS ARE USED DETAIL 08 X 3/4 SELF y� TAPPING SMS 2 X 4 X3/B vk TUBE MJLLIDN UWALLAT)w AW-HOR p v= SCREV CTYP.) SEALANT BETVEEN NORM WINDw FLANGE 6 MAIM L1 1/8, MIN. EMBEDMENT �I " Ili �08 X 3/4 SELF TAPPING SMS 2000 P.V✓DESIGNER 1000 S.H. SILL (TYP.) HEAD (TYP.) b8 X 3/4 SELF SECTION A -A (S) TAPPING SMS /- 1 X 4 X 3/8 / TUBE MIA.LION �8 X 3i4.SEtf B8 X 3/4 SELF 1000 S.H. TAPPING SMS TAPPING SMS 1000 S.H. HEAD (TYP.)' HEAD (TYP.) SECTION A -A (3) SECTION A -A (4) FLORIDA EXTRUDERS IrI•r NAT'ONAL, INc SANFORD, FLORIDA arts: SER. 2000 FIN SHEET i OF 2 - fiW!l HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE i�CAPACITIES 9RAWN BY: MSH APPROVED BY: )ATs:2/6/02 I SCALE:NTS Dxc 2HMFINTR 30 TYPICAL MULLION TO CONCRETE O JAMB (APPLIES TO JAMB WHERE 1' X 4' DETAIL 8 k 2' X 4' TUBE MULLIONS ARE USED) Q 2000 P.V./DESIGNER 2000 P.VJDESIGNER SILL CTYPJ SILL CTYPJ X 3/4 SELF CONCRETE OR MASONRY. BY OTHERS #8 X 3/4 SELF 48 TAPPING SMS I X 2 7/16 X 1/8 TAPPING SMS 1 X 2 7/16 X 3/8,.,—INSTALLATION TUBE MULLION TUBE MULLION NAANCHOR�R/16`DI ONE BY WOOD EXTERNAL:MULLIMN INSTALLATI CLIP - SEALANT BEtVEEN SEALANT BETHEEPU BUCK BY OTHERS _Q„ WINDOW FLANGES WINDOW FLANGES . L MULLION LMULLMILLION 2000 P.VJDESIGNER I 1F8 X 3/4 SELF #8 X 3/4 SELF SAL CTYPJ 2000 S.H. TAPPING SMS 2000 TFL TAPPING SMS HEAD CTYPJ HEAD (TYP.) #8 X 3/4 SELF SECTION A -A (1) SECTION A -A (2) TAPPING SMS 2X4X3/6 Q TUBE MULLION railA� �.�.��• TLu� SEALANT BETWEEN �1 1/4' MIN. cwmkL WINDOW FLANGE EMBEDMENT � L MULLION coRlv� FS ei►a a a+" FUE�- 1 #8 X 3/4 SELF SEALANT BETWEEN SMS .. LOW FLANGESTAPPING L MULLION 2000 S.H _ 2000 P.V./DESIGNER P-000 P.V./DESIGNER SILL (TYP.) -SILL .CTYPJ #8 X 3/4 SELF #8 X 3/4 SELF HEAD (TYP.) - SECTION A -A r-- A 1__.. A TAPPING SMS TAPPING SMS -, F& 111T T BE MULLION4= 1 X 4 X 3/O TUBE MULLION ELEVATION S �W rLANGGSES L MULLMN #8 X 3/4 SELF #8 X 3/4 SELF I P 2000 SJi TAPPING SMS 2000 SJi TAPPING SMS V v. ,�,D mPj HEAD ITYPJ .SECTION A -A (3) SECTION A -A (4) _ g 2001 VIEWED: MOM EXTERIOR FLORIDA ' EXTRUDERS AT1, Fw mA SANFORD, FLORIDA TME: SER , ;2QOQ:Q :FLANGE SHEET- 1 ..© 2 TRIPLE HORIZONTAL MULLION _,SECTIONS SEE OTHER SIDE (SHEET 2 OF "2) FOR DESIGN -PRESSURE-CAPACITIES DRAWN BY: MSH APPROY W. - DATE: 2/6/02-- 1 scAV- NTS=-- DAG ---2HMFL-GTR---- - 27 2000 S.H. 1 X 2 7/16 X 1/8 2000 S.H. JAMB (TYPJ TUBE MULLION JAMB (TYP.) #8 X 1/2 SELF TAPPING S14S 1X27/16X3/0 TUBE MULLION 08 X 1/2 SELF TAPPING SMS DETAIL C TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION INSTI INTERNAL I ]R 2X MULL ICI B� I 2 X 4.X 3/8 tt TUBE MULLION - 90 X 1-1/2 SELF 2000 S KvEEw SEALANT BETWEEN.H. INDQV FLAriS VIMV FLANGES, J TAPPING "SMS ,IAMB (TYP.) I a'MULLmM t MLLrm, _ L 1X OR 2X MULL i8 X 1-1/2 SELF TAPPING SMS DETAIL 8 N8 X 1/2 SELF SECTION A —A (1) SECTION A —A (2) TAPPING SMS DvsrALLATn)N ANCiIOt 3/16. OIA TAPCOI . SCREV ANCHOR (TYP.) 1 X 4 X 1/8 1 X 4 X 3/8 SILL CLIP TUBE MULLION `TUBE MULLION ` Q 2000 S.H.. 2000 SA SEALANT BETVEEN' It8 X 1-1/2 SELF VINDOV TAPPING SMS Q I1/4' MIN JAMB (TYPE JAMB <TYPJ EMBEDMENT ,SECTION A —A '(5) PRECAST SILL BY OTHERS AUXILIARY -_PLATE 88 X 1/2 SELF 08 X 1/2 SELF O"OR ADDITIONAL ANCHORS,-VHEN REOUBIED) TAPPING SMS TAPPING SMS / 2 TA1L G 70 SEALANT.HETVEEN R8 X 1-1/2 SELF v�v. FLANGES vINDOV FLAKES TAPPING SMS— t 1tIlLfOI 08 X 1-1/2 SELF t MULLION A A TAPPING SMS SECTION A —A (3) SECTION A —A (4) r8Y SELF TAPPING-,""' APPING � •- SNS (TYP.) ]1£TAtL B IO VIEWED FROM EXTERIOR _ _. _ � �,®•�� _. .. - _ :INTERNATIONAL, INC c ay 'FLOOD- FLORIDA EXTRUDERS `SVWOM,-I PMA aou MAN� � r Ta- SER.. 2000 FLANGE SHEET- `14iOF 2 S V VERTICAL MULLION INTO HORIZONTAL•.:. OR SEE OTHER SIDE (SHEET,-.2-OF 2)fOR,, DESIGN PRESSURE' CAPACITIES t 8 , 21 �2 DR:A1rN Iy: JBH "PRt)m BY. DATE:2/2/02 SCMZ:NTS.... DWG.:.l-2VHKMFLG MIA APPLIES TO HEAD & SILL WHERE I' X 4' AUXILIARY PUT£ & 2' X 4' TUBE MULLIONS ARE USED 'A `U • �• 60R ADDITIONAL ANCHMS, VNEN REOLORED) DETAIL C MAVUFACTU—a R NAME. SHEATHING F�,ely� � � uD _ • SEALANT BETWEEN �FUZ 0 - G —O WINDOW FLANGES INSTALLATIOPI ANCHOR 68 WOOD L MULLION - I�lLLtON - IDSCREW (TYPJ SILO P"W-/DESIGNER SOLO P-W-/DESIGNER SILL (TYP.) SILL (TYP.) X 3/� - - a8 X 3/4 SELF 4 SELF EXTERNAL MULLION TAPPING SMS TAPPING SMS INSTALLATN CLIP TWO BY WOOD BUCK BY OTHERS IX27/16X1/8 1X27/16X3/8 TUBE MULLION TUBE MULLION MULLION SEALANT BETWEEN WINDOW FLANGES i MULLION XTAfl I 2000 P.V./DESIGNER pryAn f� r A SILL (TYP.) kL` S8 X 3/4 SELF NB X 3/4 SELF A / 1000 S.H. TAPPING SMS 1000 S•I1- TAPPING SMS N8 X 3/4 SELF HEAD (TYP.) HEAD (TYP.) TAPPING SMS / 2 x , x 3/8 SECTION A —A (1) SECTION A —A (21 TUBE MU L 1 1/8' MIN LMULUMLN11 ELEVATION SEALANT BETWEEN VIEWED FROU EXTERIOR MULl WINDOW FLANGE LMLLLIDAPPUES TO HEAD & SILL WHERE 1' X 2' L N DETAIL B:. -1' -X 2 7/16".TUBE MUL1pNS ARE USED sEwr�a.c SEALANT BETWEEN SEALANT BETWEEN INSTALLATION AN04M WINDOW FLANGES WINDOW FLANGES 4e vmn ScwW L MULLMN L MULLION 2000 P.V✓DESIGNER r20DO P.W"/DESIGNER a8 x 3/4 SELF �HORIL CLIP SILL (TYP.) (1 SILL (TYPJ' TAPPING SMS f8 X 3/4 SELF T#8 X 3/4 SELF TAPPING SMS TAPPING SMS —IDDL SH. SECTION AA (S) I US, KM 1 X 4 X 1/8- 1 X 4 X 3/8 HEAD (TYP.) EMBEDMENT TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS II117RNATIONAL. INC SANFORD. FLORIDA TITLE: SER. 2000 FIN ,SHEET 1 OF 2 .: s` TWIN HORIZONTAL MULLION SECTIONS " - — SEE OTHER SIDE (SHEET 2 OF 2) FOR a8 X 3/4 SELF 68 X 3/4 SELF = DES i GN PRESSURE CAPACITIES TAPPING SMS TAPPING SMS = loon S.M.1000 Sx f EB 20 HEAD (TYP.) HEAD (TYP.) DRAWN BY: MSH APPR09ED" BY. SECTION A —A (3) SECTION A —A (I1 DATE 2/6/02 SCALE: NTS --; IDVG.:- 2HMF INTW 4? r 2000 P.V✓DESIGNER SILL (TYP.) #9 X 3/4 SELF 7APPD�i SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES- t NIAJ_10N t MULLION `-B8 X 3/4 SELF - 2000 SK TAPPING SMS HEAD MP.) SECTION A -A (11 TYPICAL MULLION TO CONCRETE 0 JAMB (APPLIES TO JAMB WHERE I' X 4' MAIL & 2' X 4' TUBE MULLIONS ARE USED) Q r2000 P.V✓DESIGNER SILL CTYP.) / M8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 3/8 TUBE MULLION Y8 X 3/4 SELF . 2000 S.H TAPP.DC SMS HEAD (TYPE SECTION A —A (2) SEALANT BETWEEN VDMOV FLANGE t MUTAMN CONCRETE OR MASONRY BY OTHERS ONE BY WOOD DUCK BY OTHERS Q . -2000 P.V✓DESIGNER SILL (TYP.) a8 X 3/4 SELF TAPPING SMS 2X'4X3/8 TUBE MULLION Q INSTALLATION ANCHOR 3/16' DIA. TAPCON SCREW ANCHOR (TYP.) EXTERNAL MULLION INSTALLATION CLIP L1 1/4' MIN. EMBEDMENT A ER Nam• IifIF /DEC Fit 771 UAS >1ETAn B� -� r - A N9 X 3/4 SELF \ �� A TAPPING SMS SEALANT BETWEEN - VDVDDW FLANGES MULLION 2000 P.W./DESIGNERHEAD 2000 S.H. (TYPJ _ .. .. '01 2000 P.V✓DESIGNER r SILL CTYP.) SILL (TYP.) r SECTION A -A (S) t8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS -: TAPPING SMS IX4X1/8 1X-4X3/8 FLEVATIO TUBE MULLION TUBE MULLION VIEWED FROM -EXTERIOR - FLORIDA EXTRUDERS INTEBNeTIoxnL, wA FLORIDA SEALANT BETWEEN WINDOW FLANGES SANFORD, t MULLMN nTm- SER.; 2000 . FLANGE "SHEET =1 OF-.2.- TWIN HORIZONTAL'MULLIOW'SECTIONS ' r8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS SEE OTHER SIDE C SHEET 2 OF-2)-,FOR TAPPING SMS 2000 S.H. DESIGN. PRESSURE. CAPACITIES <: HEAD (TYPJ (T HEAD (TYP.) HEAD ;.._ SECTION A —A (3) SECTION A —A (4) F B 2002 IbRAwN sY:MSH ._ ePPROVED-HY =<< DerE-2l4/02, ]SCALE: ;` DWG. 2HMFLGTW -�6 SEALANT BETWEEN WINDOW FLANGES L ► ULLION AUXILMY PLATE 6IR ADDITR)uL ANOOM WHEN REOWRED) Q. CEN'TIIAI. FLORIDA E.O.A.F. KAMNACTEREF. NAM: o -o Fz oRi1>'f— ,f TM FILE # 7 NULLIDN 0 2000 P.WJDESIGNER 2UD0 v.V✓vESiuncR SILL (TYP-) SILL (TYP.) $8 X 3/4 SELF N8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION 0 1 X 2 7/16 -X 3/8 TUBE MULLION SEALANT BETWEEN LAJ WINDOW FLANGES L MULLION \— 08 X 3/4 SELF 1000 Sli TAPPING SMS HEAD (TYP.) SECTION A -A (71 SEALANT BETWEEN SEALANT BETVEEN vENDOV FLANGES MULLION & MFLANGES L MULLION URI 2000 P.W./DESIGNER SILL (TYP.) N8 X 3/4 SELF TAPPING SMS j'1X4XVG / TUBE MULLION \—N8 X 3/4 SELF 3000 SATAPPING.SMS HEAD (TYP.) 3ECT10N A-A_M /4 SELF ING SMS H 117fYPJ -SECTION A -A (2) SEALANT BETWEEN WINDOW FLANGE - L KILLION 2000 P.V./DESIGNER SILL (TYP.) $8 X 3/4 SELF TAPPING SMS 1X4 X3/8 T TUBE MULLION '\—N8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD (TYP.) SECTION A -A (4) APPLIES TO HEAD do SILL YIHER£ 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING r- INSTALLATION ANCHOR N8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION WTAfLG r A i N8 X 3/4 4LLr TAPPING SHIS / T/ZX4 X3/8 TUBE MULLION 1 1/8' MIN. EMBEDMENT �y�y VIEWED FROM EXTERIOR DETAIL B APPLIES TO MEAD k SILL WHERE 1' x 2' k V X 2 7/16- TUBE MULUONS ARE USED ��ALLATION ANCHOR SECTION A -A (5) W 8se WOOD SCREW HOUZ CLIP N8 X 3/4 SELF \ TAPPING SMS I I 1000 S.H. I 1__1 Llr Him HEAD (TYP.) """711 III'�� EN9EDHEHt FLORIDA EXTRUDERS IIsANF A D, . F O INC SANFORD, FLORIDA TITLE: SER. 2000 f I N SHEET 1 .OF 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF' 2') FOR DESIGN PRESSURE CAPACITIES. I 8 20M . DRAWN BY: MSH APPROVED.'BY _ _ DATE:2/6/02 SCALE NTS , DlfG.: 2HMFIN::- 2000 P.V./DESIGNER SI L 'TYP) TWO BY WOOD BUCK BY OTHEF ?S TYPiG1L MULLION TO CONCRETE O JAMB (APPLIES TO JAMB WHERE 1' X 4' DETAIL 8 k 2' X 4' TUBE MULLIONS ARE USED) Q SEALANT �TGESN T�N WINDOWVI IF,SCONCRETE OR MASONRY i MJLILION — i MULLION L_. BY OTHERS 2000 P.V./DESIGNER POGO P.V✓DESIGNER SILL (TYPJ r SILL CTYPJ It8 X 3/4 SELF r M8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 2 7/16 X 3/8 1 X 2 7/16 X 1/8 TUBE MULLION TUBE MULLION B8 X 3/4 SELF M8 X 3/4 SELF —2000 S.H.TAPPING SMS 20M SR TAPPING SMS HEAD CTYPJ HEAD (TYPJ SECTION A —A (11 SECTION A —A (2) SEALANT BETVEEN VDOXUV FLANGE �+ i MULLION 01ti A # . SEALANT BETVEEN — SEALANT.BETVEEN . VINIXIV FLANGES VDIDOV FLANGES i MULLMM _ i MULLION . . 2000 P.V./DESIGNER 2000 P.V./DESIGNER SILL CTYPJ SILL (TYPJ 08 X 3/4 SELF p8 X 3/4 SELF TAPPING SMS TAPPING SMS / TUBE MILLION `TUBE MULLION '#S X 3/4 SELF •8 X 3/4 SELF 2OOO S.M. POGO SJI. TAPPING SMS TAPPING SMS . ... HEAD CTYPJ HEAD (TYPJ SECTION A —A (3) ~SECTION A —A (4) INSTALLATION ANCHOR 3/16' DIA TAPCON SCREV ANCHOR CTYPJ ONE BY V�D EXTERNAL MA AMN INSTALLATION CLIP BUCK BY OTHERS _ ' MULLDIN 2000 P.V./MSIGNER SILL (TYPJ s8 X 3/4 SELF TAPPING SMS 2X4X3/8 TUBE MULLION Q L1 1/4' MIN. EMBEDMENT DETAIL Bra A N8 X 3/4 SELF = L A _ TAPPING SMS 20M Sit - HEAD CTYPJ - - SECTION A —A (5) ` ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS INTERNATIONAL, 'Nc SAKFORD. FLORIDA -r. 177z : SER. 2000 . FLANGE SHEET.':i OF: 2 C •,� HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2)FOR DESIGN. PRESSURE�`CAPACITIES 62W DRAWK BY: MSH APPROVED BY:- �, DAU:2/4/02-= sc"- NTS - DIrc.: _':--2HMFLG :�_._ _ ay 2000 SA 2O00 S.H. JAMB (TYP.) 1 X 2 7/16 X 1/8 JAMB (TYPJ TUBE MULLION M8 X 1/2 SELF TAPPING SMS r I SEALANT BETWEEN WINDOW FRAME i MULLION i8 X 1-1/2 SELF TAPPING SMS SECTION A -A (1) TWO BY WOOD DETAIL C BUCK BY OTHERS 1 1/8, MIN. EMBEDMENT 1 X 2 7/16 X 3/8 TUBE MULLION 2 X 4 X 3/8 SHEATHING 71-1 TUBE MULLION ` i8 X 1/2 SELF INSTALLATION ANCHOR 08 WOOD TAPPING.SMS SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP 2000 S.H. MULLION JAMB (TYP.) APP.UES TO HEAD & SILL WHERE 1' X 4' 1, FRAME \` L MULLION i8 X 1-1/2 SELF TAPPING SMS SECTION AAA (2) yL4NUF'11CTURER NAME: �♦G�ovpR+i�+niyA alai r l X 4 X 1/8 1 X 4 X 3/8 TUBE MULLION -TUBE MULLION & 2' X 4' TUBE MUWONS ARE USED i8 X 1/2 SELF APPUES TO HEAD & SILL WHERE 1' X 2' TAPPING SMS & 1' X 2 7/16' TUBE MULLIONS ARE USED INSTALLATION ANCHOR DETi8 WOOD SCREW AI (TYPJ SILL CLIP SEALANT 2EIVE ur i8 X ..1-1/2 SELF WINDOW FLANGESM 1 1/9, MIN. TAPPING SMS i MULLION - - - EMBEDMENT SECTION A -A (5) SKATMD4 DETAIL C 1/mD, FRAMD6 2000 SH. 2000 S.H. JAMB (TYPJ JAMB (TYPJ i8 X 1/2 SELF 0 8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN VINDW FRAME WINDOW FRAME. MULLION ... - ; i MULLION 4#8 X. 1-1/2 SELF_7 q8 X 1-1/2 SELF TAPPING.SMS TAPPING SMS SECTION A -A (3) SECTION A -A (-) AUXILL4RY" PIAI E- (FOR ADDITIONAL-AmcHmS, WHEN REQUIRED) SMS (TYPJ.. DETAIL BEVA MULLION - VIEWEDE FRROMEXTERIOR O INC FLORIDA' EXTRUDERS INTER ANFo Tlo FLONAL,RIDA IDA SANFORD, FLORIDA 1.r4T z VERTICAL MULLION SECTIONS SHEET I OF 2 M SEE DESIGN yPRESSURE-CAPACITIES ER SIDE (SHEET 2 O_2> -'FOR DRAWN BY: MS�i "'r" APPROVED' BY: ' DATE:2/6/02 SCALE:NTS DNG:: 2VMFIN i8 SELF T 2000 S.H. IB (TYPJ ONE BY VOOD DETAIL C 1 X 2 7/16 X 1/8 2000 S.M. 1 X 2 7/16 X 3/8 + BUCK BY OTHERS TUBE MULLMN JAMB (TYPJ TUBE MULLION CONCRETE DR MASONRY BY OTHERS 1 1/4' MIN. Q 4 EMBEDMENT 4 N8 X 1/2 SELF B8 X 1/2 SELF TAPPING SMS TAPPING SMS INSTALLATION ANCHOR 3/16' DIA TAPCON SCREW ANCHOR (TYPJ MULLION NL SEALANT BETWEEN L HULLIONDOW FNLANGES �--- k8 X !-1/2 SELF TAPPING SMS SECTION A —A (1) IX4X1/8 TUBE MULLION 2000 S.M. 2000 SA 4B (TYPJ JAMB (TYPJ •8 X 1/2 SELF TAPPING SMS 2 X 4 X 3/8 INSTALLATION CLIP SEALANT BETWEEN TUBE MULLION VDQCV FLANGES TYPICAL MULLION TO CONCRETE O HEAD L ►UL�+ 2000 S.M. (APPLIES To HEAD .& SILL WHERE 1' X 4 TAPPING SMS SELF JAMB (TYPJ $ ,.2' X "4'. TUBE' MULLIONS ARE USED TAPPING SMS _LL IL SECTION A —A (2) s8 X 1/2 SELF�- TAPPING SMS _.4SELF -INSTALLATION ANCHOR 3/16' DIA. TAPCON _....SCREW ANCHOR (TYPJ1X4X3/8. -TUBE MULLION SAL CLIP N8 X SEALANT'BETVEENTAPPIN. `I�NFLANGES 1 1/4' MIN. EMBEDMENT SECTION A=A_ (5) DETAIL C PRECAST -SILL -BY -OTHERS i8 X 1/2 SELF TAPPING SMS SEALANT K7VEEN BETWEEN WV OW FLANGES WPWOVTFLANGES L MULLION L MULLION #8 X 1-1/2 SELF #8 X !-1/2 SELF TAPPING SMS TAPPING SMS SECTION A —A (31 SECTION A -A (4) MANWACT NAME s S. B8 SELF l._ ..... — MULLION-� SMS (TYPJ DETAIL B ELEVATION L-e—)-1 VIEWED FROM EXTERIOR FLORIDA , EXTRUDERS SANFOA0NA1'' arc FLORIDA, F'LORIDA vv�'1r1't e: _ AN _ H 1 VERTICAL MULLION SECTIONS'_-` SEE OTHER, S-I DE--(SHEET::2 OF 2) FOR: I8 3I DESIGN PRESSURE -CAPACITIES- I) UMN BY: JEH r APPROVED' HY z r> , )ATE 2/2/02..,. _ scetE. NTS Dxc: ` 2VI FL' G . PLOT PLAN DESCRIPTION: (AS FURNISHED) A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COM*NCE AT THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 20 SOUTH RANGE 31 EAST; THENCE N89'31'41"W A DISTANCE OF 610.06 FEET TO THE POINT OF BEGINNING; THENCE Sr')28'19"W A DISTANCE OF 115.00 FEET; THENCE N89'31'41"W A DISTANCE OF 60.00 FEET; THENCE N00'28'19"E A DISTANCE OF 115.00 FEET; THENCE S89'31'41"E A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.16 ACRES t. NOTE: TRACT "E" POINT OF WE DO NOT ACCEPT RESPONSIBILITY FOR MAINTENANCE & ACCESS COMMENCEMENT ANY ERRORS THAT MAY OCCUR FROM THE NORTHEAST CORNER OF THE NORTt1WEST 1/4 OF THE USE OF THE UNRECORDED / PROPOSED 60.00' , NORTHEAST 1/4 OF SECTION PLAT THIS PLOT PLAN IS BASED ON. , „ \?� 18-20-31 S89'31 41 E 10' SCREEN WALL EASEMENT PROPOSED LOT_ 11 _ DRAINATGE TYPE A 13.3' .. " . -, 22.0' ,`'•.LANAI'':; 9.2' ri 50.00' W O PROPOSED o LOT 10 O O Z 5.0' PROPOSED 2361 FINISHED FLOOR ELEVATION=42.00 0 7.3' 0 � n 20.7' DRIVE ,' ------------ 90 `TO II 10' UTILITY EASEMENT N89'31'41"W 610.06' 50 POINT OF BEGINNING � O 0o � PROPOSED o LOT 12 O Ln 1" = 30' GRAPHIC SCALE 0 15 30 N89'31'41"W 3 m10 60.00' 81� IN OI NI 420,39' 532.85' I PT S89'31'41 "E 953.24' PC V MAGNOLIA PARK TRAIL CENTERLINE OF TRACT "A„ RIGHT of WAY OF PROPOSED MAGNOLIA FLOOR SLAB ELE10 YI NWAY BUILDING SETBACKS MUST BE IC"' ABOVE Ck- O ilN FRONT: 25' OF ADJACE v 'F ROAD UNLESS REARSIDE: 5' OTHERWISE -APPROVED CORNER: 15' PARK LOT 11 CONTAINS 6900 SQUARE FEET t THIS STRUCTURE CONTAINS 2762 SQUARE FEET t TOTAL CONCRETE 701 SO. FT. t TOTAL SOD 3437 SO. FT, t LEGEND — — BUILDING SETBACK LINE MEµ, PREPARED FOR: ------ CENTERLINE POB POE — — RIGHT OF WAY LINE RCC D.R. HORTON xxz.xx PROPOSED ELEVATION POC PROPOSED DRAINAGE FLOW OR PD 1. ELEVATIONS SHOWN ARE PER LOT GRADING CONCRETE 6 PLANS PROVIDED BY THE CLIENT. EB LAND SURVEYING BUSINESS L C.B . LS LAND SURVEYOR Pc PR PERMANENT REFERENCE MONUMENT pi CP PERMANENT CONTROL POINT PRC (P) PER PLAT PT THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES (M) MEASURED TYP ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (CALC) CALCULATED A/C THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION FND FOUND CBW LIST FOR CONSTRUCTION. C/W S/W CONCRETE WALK SIDEWALK RP ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA CP CONCRETE PAD R CS FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES PD PLAT BOOK C ONLY. PGS PAGES R/W THIS IS NOT A SURVEY NG NATURAL GRADE ORB SO. FT. SQUARE FEET THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN BOTH ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN & ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT it AS BEING S89'31'41"E PER PLAT. (FIELD DATE: ) REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LE1a6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSEC71ON DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIl1S CONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY OFFICIAL RECORDS BOOK 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. ' FOR /1 THE Y FIRM WILLIA R. M SCAT LLO IR PSM#4928 DATE JOB NO. ASM36223 DRAWN BY: IPLOT PLAN 2-18-03 JML FORM 6-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ► Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2361 Builder: DR HORTON Address: JW �C9n6viU r%Ty4 r Permitting Office: City, State :cc trip, % Permit Number: Owner: "t),9- ; Jurisdiction Number: Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A 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: Interior b. N/A New _ 12. Cooling systems Single family _ 1 a. Central Unit _ 4 _ b. N/A Yes 2368 ft2 c. N/A 344.0 ft2 13. Heating systems 0.0 112 a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=0.0, 249.0(p) It c. N/A 14. Hot water systems _ a. Electric Resistance R=4.2, 1672.2 ft2 _ R=11.0, 274.0 ft2 _ b. N/A _ c. Conservation credits (HR-Heat recovery, Solar _ DHP-Dedicated heat pump) R=19.0, 2388.5 ft2 _ 15. HVAC credits _ (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, _ PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as -built points: 30413 PASS Total base points: 34054 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: A�2 DATE: 03.02 I hereby certify that this building, as designed, is in compliance with the Flori Energy Code. OWNER/AGENT: DATE: 3) 2�. 0: ) Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: Cap: 48.0 kBtu/hr _ SEER: 12.00 Cap: 48.0 kBtu/hr _ HSPF: 8.50 Cap: 50.0 gallons _ EF: 0.86 PT, EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2368.0 25.78 10988.5 Single, Clear SW 1.0 5.5 16.0 52.82 0.96 807.7 Single, Clear SE 1.0 5.5 16.0 56.64 0.96 866.7 Single, Clear SE 1.0 4.5 13.0 56.64 0.92 676.2 Single, Clear SE 1.0 5.5 16.0 56.64 0.96 866.7 Single, Clear W 11.0 5.5 16.0 53.47 0.43 364.2 Single, Clear NW 10.0 5.5 12.0 37.74 0.57 256.5 Single, Clear SW 13.0 8.5 64.0 52.82 0.45 1518.0 Single, Clear NE 1.0 6.5 39.0 43.65 0.98 1669.2 Single, Clear S 11.0 9.5 7.0 44.66 0.54 169.9 Single, Clear E 1.0 6.5 19.0 59.31 0.98 1102.6 Single, Clear S 11.0 2.5 4.0 44.66 0.48 84.9 Single, Clear N 1.0 6.5 19.0 27.96 0.98 521.4 Single, Clear NW 1.0 4.5 19.0 37.74 0.94 675.4 Single, Clear NW 1.0 2.5 12.0 37.74 0.84 378.3 Single, Clear SW 1.0 5.5 32.0 52.82 0.96 1615.5 Single, Clear SE 15.0 8.5 40.0 56.64 0.44 986.4 As -Built Total: 344.0 12559.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 274.0 0.70 191.8 Concrete, Int Insul, Exterior 4.2 1672.2 1.16 1939.8 Exterior 1672.2 1.90 3177.2 Frame, Wood, Adjacent 11.0 274.0 0.70 191.8 Base Total: 1946.2 3369.0 As -Built Total: 1946.2 2131.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 33.0 4.80 158.4 Exterior Wood 33.0 7.20 237.6 Base Total: 51.0 187.2 As -Built Total: 51.0 280.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2368.0 2.13 5043.8 Under Attic 19.0 2388.5 2.82 X 1.00 6735.6 Base Total: 2368.0 5043.8 As -Built Total: 2388.5 6735.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 249.0(p) -31.8 -7918.2 Slab -On -Grade Edge Insulation 0.0 249.0(p -31.90 -7943.1 Raised 0.0 0.00 0.0 LT otal: -7918.22 1 As -Built Total: 249.0 -7943.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , . PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2368.0 14.31 33886.1 2368.0 14.31 33886.1 Summer Base Points: 45556.4 Summer As -Built Points: 47650.5 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier Cooling Points 45556.4 0.4266 19434.3 47650.5 1 47650.5 1.000 1.00 (1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 14472.2 14472.2 EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeOtHaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2368.0 5.86 2497.8 Single, Clear SW 1.0 5.5 16.0 9.22 1.01 149.4 Single, Clear SE 1.0 5.5 16.0 8.34 1.02 136.7 Single, Clear SE 1.0 4.5 13.0 8.34 1.04 112.7 Single, Clear SE 1.0 5.5 16.0 8.34 1.02 136.7 Single, Clear W 11.0 5.5 16.0 10.74 1.11 190.8 Single, Clear NW 10.0 5.5 12.0 12.23 0.99 145.2 Single, Clear SW 13.0 8.5 64.0 9.22 1.45 856.8 Single, Clear NE 1.0 6.5 39.0 12.00 1.00 468.1 Single, Clear S 11.0 9.5 7.0 7.73 1.97 106.5 Single, Clear E 1.0 6.5 19.0 9.96 1.01 190.7 Single, Clear S 11.0 2.5 4.0 7.73 2.29 70.8 Single, Clear N 1.0 6.5 19.0 12.32 1.00 233.6 Single, Clear NW 1.0 4.5 19.0 12.23 1.00 231.8 Single, Clear NW 1.0 2.5 12.0 12.23 1.00 146.2 Single, Clear SW 1.0 5.5 32.0 9.22 1.01 298.7 Single, Clear SE 15.0 8.5 40.0 8.34 1.79 596.3 As -Built Total: 3".0 4071.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 274.0 1.80 493.2 Concrete, Int Insul, Exterior 4.2 1672.2 3.26 5451.4 Exterior 1672.2 2.00 3344.4 Frame, Wood, Adjacent 11.0 274.0 1.80 493.2 Base Total: 1946.2 3837.6 As -Built Total: 1946.2 5944.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 33.0 5.10 168.3 Exterior Wood 33.0 7.60 250.8 Base Total: 51.0 240.3 As -Built Total: 51.0 357.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2368.0 0.64 1515.5 Under Attic 19.0 2388.5 0.87 X 1.00 2078.0 Base Total: 2368.0 1515.5 As -Built Total: 2388.5 2078.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 249.0(p) -1.9 -473.1 Slab -On -Grade Edge Insulation 0.0 249.0(p 2.50 622.5 Raised 0.0 0.00 0.0 Base Total: -473.1 1 As -Built Total: 249.0 622.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ... PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2368.0 -0.28 -663.0 2368.0 -0.28 -663.0 Winter Base Points: 6955.0 Winter As -Built Points: 12410.0 Total Winter X Points System Multiplier = Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier = Heating Points 6955.0 0.6274 4363.6 12410.0 12410.0 1.000 1.00 (1.078 x 1.160 x 0.92) 0.402 1.150 0.402 0.950 0.950 5446.0 5446.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 .WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 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 19434 .4364 10256 34054 r 14472 5446 10495 30413 PASS -via STA��O d EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeS/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-storyHouses 606.1.ABC.1.2.5 Air barrier on perimeter of fkxx cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. GA-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge'rm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 . ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.6 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (112) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Ltsulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A 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: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit 1 _ 4 _ b. N/A Yes _ 2368 ft2 c. N/A 344.0 112 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=0.0, 249.0(p) ft _ c. N/A 14. Hot water systems _ a. Electric Resistance R=4.2, 1672.2 112 _ R=11.0, 274.0 ft2 _ b. N/A _ c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2388.5 ft2 _ 15. HVAC credits _ (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. , Builder Signature: Date: Z- (� 3 Address of New Home: _ ik� City/FL Zip: `vu ► f L V Vh i *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarT designation), your home may quay for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) Cap: 48.0 kBtu/hr _ SEER: 12.00 Cap: 48.0 kBtu/hr HSPF: 8.50 Cap: 50.0 gallons _ EF: 0.86 PT, _ RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project• • For: DR HORTON Notes: Design Information Weather: Orlando_AR FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 46942 Btuh Structure 33284 Btuh Ventilation air 0 cfm Ventilation 1485 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 46942 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 34074 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1380 Btuh Ventilation 2212 Btuh Heating Cooling Infiltration 4385 Btuh Area (ftz) 2368 2368 Total latent equip. load 7977 Btuh Volume (W) 22259 22259 Air changes/hour 0.70 0.40 Total equipment load 42050 Btuh Equiv. AVF (cfm) 260 149 Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency 8.0 HSPF Efficiency 10.0 EER Heating Input Sensible cooling 32900 Btuh Heating output 0 Btuh @ 470F Latent cooling 14100 Btuh Heating temp rise 0 OF Total cooling 47000 Btuh Actual heating fan 1600 cfm Actual cooling fan 1600 cfm Heating air flow factor 0.034 cfm/Btuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 81 % BoWlalle values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. L wnghtsoft Right -Suite Residential 5.0.64 RSR26016 2002-Feb-28 13:55:43 M E:\FB@s\DR HORTON 2002\2361\2361.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22259 ft3 x 0.0167 = 260 cfm 2. Winter infiltration load 1.1 x 260 cfm x 32 OF Winter TD = 9159 Btuh 3. Winter infiltration HTM 9159 Btuh / 423 ft2 Total window = 21.7 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22259 W x 0.0167 = 149 cfm 2. Summer infiltration load 1.1 x 149 cfm x 18 OF Summer TD = 2944 Btuh 3. Summer infiltration HTM 2944 Btuh / 423 ft2 Total window = 7.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 149 cfm = 4385 Btuh Procedure V - Equipment Sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 33284 Btuh Sum of ventilation and structure loads = 34769 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 34074 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 + 4385 Btuh Equipment sizing load - latent = 7977 Btuh "Construction Quality is: a No. of Fireplaces is: 0 Bold talic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1 wrpghtsoft Right -Suite ResiderrtialTM 5.0.64 RSR26016 2002-Feb-28 13:55:43 AM E:\Files\DR HORTON 200Z2361\2361.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 , 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room Entire House BR2 BR3 BTH 2 2 Length of exposed wall 249.0 ft 27.0 ft 12.0 It 6.0 ft 3 Room dimensions 12.0 x 15.0 ft 12.0 x 12.0 It 6.0 x 12.0 It 4 Ceiings Condit. Option 9.4 ft heat/cool d 9.4 ft heat/cool 9.4 ft heat/cool 9.4 It heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg 1 (ft') Htg Cig (ft') Htg I Clg (ft') Htg I Cig (ft') Htg Cig 5 Gross a 14B 4.6 2.1 2049 "" "" 254 "" "•' 113 "" "" 56 "•' '•" Exposed b 12C 2.9 1.9 0 '•,• "» 0 •»• ••» 0 "" '»' 0 »•• »'• walls and c 13C 3.2 1.2 292 "" "" 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 Windows and a 1C 37.0 " 257 9499 ""' 16 591 "" 16 591 "" 13 480 glass doors b 8C 37.0 64 2365 "" 0 0 •„' 0 0 '�++ 0 0 '.:. Heating c 9C 38.7 40 1549 "" 0 0 0 0 '+ 0 0 ' d 1 C 37.0 '• 11 407 •• " 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 "" 01 0- 7 Windows and North 22.5 75 •"' 1691 0 •'•' 0 0 '••' 0 0 "" 0 glass doors NE/NW 39.4 225 '�� 8865 16 ..... 630 16 '�« 630 13 '�� 512 Coding E/W 54.4 18 977 0 • 0 0 ' 0 0 ' 0 SE/SW 50.4 51 "•• 2545 0•"' 0 0 «- 0 0 •' �a 0 South 30.4 3 '•" 106 0 •»' 0 0 '•" 0 0 •,•• 0 Horz 0.0 0 "" 0 0 •"• 0 0 "" 0 0'"" 0 8 Other doors a 10D 14.7 9.9 51 751 507 0 0 0 0 0 0 0 0 0 b 10D 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 148 4.6 2.1 1644 7576 3386 238 1096 490 97 446 199 43 200 89 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 274 863 321 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 I 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2389 4051 5317 180 305 401 144 244 321 72 122 160 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 249 6454 0 27 700 0 12 311 0 6 156 0 (Note: room b 0.0 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 12 Infiltration a 1 21.7 7.0 423 9159 2944 16 346 111 16 3461 111 13 2811 90 13 Subtotal loss=6+8..+11+12 "" 42674 "" '•" 3039 »" "" 1939 "" «" 1240 •"' Less external heating »» 0 -* •»' 0 '•» ,»• 0 »,• »» 0 Less transfer '•« 0 "" •»' 0 '»• '»` 0 »,• "" 0 »» 14 Duct loss 10 °/ 4267 "'• 10 *% 304 '•'" 10°/ 194 "" 10 % 124 15 Total loss = 13+14 "" 46942 "" »'• 3343 •"' "" 2133 "" "'•' 1364 "" 16 Int. gains: 300 6 "'N 1800 0 0 0 0 0 +� 0 APeopl fx C@ 1200 Appl 2 1800 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 "" "" 30258 "" "" 1632 "" '•"' 1262 "" "•' 852 Less external cooling »» »» 0 "'• •»• 0 •«• »» 0 »•• ••» 0 Less transfer •'"' "•• 0 »,• ••» 0 •'•• »•• 0 »•• »» 0 18 Duct gain 10 "" 3026 10°/ "'• 163 10°/ "" 126 10°/ •"` 85 19 Total RSH gain=(17+18)'PLF 1,00 "" 33284 1.00 "" 1795 1.00 "" 1388 1.00 "" 938 20 Air required (cfm) - 1600 1600 - 114 86 - 73 67 46 45 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr1g1-Vtsoi=t Right -Suite Residential TM 5.0.64 RSR26016 2002-Feb-28 13:55:43 .Ct'. E:1FilestDR HORTON 2002t2361t2361.rsr Page 1 RIGHT-J WORKSHEET 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 k 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room BR4 UTIL KIT NOOK 2 Length of exposed wall 33.0 It 4.0 ft 0.0 It 11.0 It 3 Room dimensions 13.0 x 12.0 It &0 x 8.0 It 11.0 x 17.0 It 15.0 x 8.5 It 4 Ceiings Condit. Option 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ftj heat/cool 9.4 111 heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Cig (W) Htg Cig W) Htg Clg (ft') Htg I Clg (ft) Htg Clg 5 Gross a 14B 4.6 2.1 112 "" "" 0 "" "" 0 "" "" 103 "•' "" Exposed b 12C 2.9 1.9 0 ••" «•• 0 ,«• «.. 0 «.. ..« 0 ,... ..« walls and c 13C 3.2 1.2 198 ... •,« 38 "•' ••,• 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 Windows and a 1C 37.0 16 591 '••' 0 0 '»' 0 0 "" 28 1035 "•' 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 1C 37.0 0 0 "'• 0 0 "" 0 0' ... 0 0' «� e 0.0 0 0 "" 0 0 "" 0 0'»' 0 0 f 0.0 0 0 "•' 0 0'»' 0 0 "" 0 0 "" 7 Windows and North 22.5 0 "" 0 0 "" 0 0 "" 0 28 »" 571 glass doors NE/NW 39.4 16 '�� 630 0 '�� 0 0 '»� 0 0 »�� 0 Cooling ENV 54.4 0' 0 0 0 0 "'� 0 0 'i.i 0 SE/SW 50.4 0 0 0 0 0 »' 0 0• 0 South 30.4 0 '»' 0 0 '•'• 0 0 0 0 0 Horz 0.0 0 0 0 »» 0 0 »" 0 0 »» 0 8 Other doors a tOD 14.7 9.9 0 0 0 18 265 179 0 0 0 0 0 0 b 10D 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 96 442 198 0 0 0 0 0 0 75 347 155 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 198 624 232 20 63 23 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 2.2 156 265 347 64 109 142 187 317 416 128 216 284 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 33 855 0 4 104 0 0 0 0 11 285 0 (Note: room b 0.0 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 12 Infiltration a 21.7 7.0 16 346 1111 18 390 125 01 0 01 28 606 195 13 Subtotal loss=6+8..+11+12 "" 3124 "" "» 930 "" "» 317 '•» "" 2490 Less external heating ••« 0 '••' •«, 0 «•• 0 ••« «« 0 ... Less transfer "" 0 "" •"' 0 •"• '•'• 0 •••• »" 0 ••,• 14 Duct loss 10 °/ 312 »'• 10 °/ 93 "" 10° 32 "" 10 °l 249 •"' 15 Total loss = 13+14 - 34,% "" .»' 1023 "« .... 349 .«. «.. 2739 "" 16 Int. gains: People @ 300 0 »" 0 0 0 0 «.� 0 0 0 Appl. @ 1200 0 0 1 600 1 1200 0 0 17 Subtot RSH gain=7+8..+12+16 "" »" 1518 "" '»' 1070 '»' »" 1616 »» ... 1205 Less external cooling ,«• ,••• 0 •«. .... 0 «« «.. 0 .... .«. 0 Less transfer •••• »•• 0 ,••• «» 0 •»• •»• 0 ••» •,•• 0 18 Duct gain 10° "•' 152 10°/ "» 107 10°/ "•' 162 10� - 121 19 Total RSH gain=(17+18)'PLF 1.00 "'• 1670 1.00 1177 1.00 .... 1778 1.00 '»' 1326 20 Air required (cfm) »" 117 80 "» 35 57 »» 12 85 "» 93 64 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1 wrsrghtsoft RigMSuite Residerdial- 5.0.64 RSR26016 2002-Feb-28 13:55:43 C4M E:\Files\DR HORTON 2002\2361\2361.rsr Page 2 RIGHT-J WORKSHEET 0 Entire House DEL AIR HEATING ,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 2361 8.31.01 ' MANUAL J: 7th Ed. 1 Name of room BTH 3 FAMILY DINING LIVING 2 Length of exposed wall 17.0 ft 10.0 ft 14.0 It 41.0 ft 3 Room dimensions 10.0 x 6.5 ft 14.0 x 20.5 ft 11.0 x 14.0 ft 14.5 x 23.5 ft 4 Ceiings Condit. Option 9.4 ft heaVcool 9.4 111 heat/cool 9.4 ft heat/cool 9.4 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft2) Htg Cig (ft') Htg Clg (ft) Htg I Clg (ft) Htg Cig 5 Gross a 14B 4.6 2.1 160 "" "" 94 "" "" 76 ... "" 385 - «" Exposed b 12C 2.9 1.9 0 `..• "" 0 '.,• •,`• 0 "•' ••'• 0 .... »•' walls and c 13C 3.2 1.2 0 0 ••« ••« 56 .••• «,. 0 «.. .... partitions d 0.0 0.0 0 '•.. .... 0 `*i. ..,i 0 .... .... 0 e 0.0 0.0 0 •'« ••" 0 0 0 f0.0 0.0 0 .... ...• 0 .... .... 0 .... .•.. 0 ,... .... 6 Windows and a IC 37.0 0 0 "" 0 0 .... 28 1035 "•' 77 2846 glass doors b 8C 37.0 '• 0 0 "" 64 2365 '*" 0 0 ..... 0 0 Heating c 9C 38.7 •• 0 0 ""• 0 0 0 0 0 0 d 1C 37.0 '• 0 0 •'•' 0 0 •.. 0 0 "'• 11 407 "" e 0.0 0 0 "" 0 0 "" 0 0 «•• 0 0 f 0.0 " 0 0 "" 0 0•"' 0 0 "" 0 0 "'• 7 Windows and North 22.5 0 "" 0 0 .... 0 0 "" 0 35 '•" 811 glass doors NE/NW 39.4 0 "'� 0 fA 2522 28 '... 1103 0 ........ 0 Cooling E/W 54.4 0 0 0 0 0 0 18977 SE/SW 50.4 0 "" 0 0 "" 0 0 "" 0 32 "•• 1500 South 30.4 0 "'•• 0 0 ••" 0 0 «•• 0 3 "'• 106 Horz 0.0 0 "•' 0 0 '•" 0 0 "" 0 0'«` 0 8 Other doors a 100 14.7 9.9 13 191 129 0 0 0 0 0 0 20 294 199 b 10D 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 2.1 147 676 302 30 138 62 48 221 99 277 1278 571 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 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 65 110 145 287 487 639 154 261 343 341 578 759 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 17 441 0 10 259 0 14 363 0 41 1063 0 (Note: room b 0.0 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 12 Infiltration a 1 21.7 7.0 13 281 g0 64 1386 445 281 606 195 108 2339 752 13 Subtotal loss=6+8..+11+12 '«' 1700 •"' "" 46W '- - 2663 •"• .... 8IM "'• Less external heating •«• 0 `•'• •'•• 0 ••`• •••• 0 «.. .'» 0 «« Less transfer `«• 0 «•• •»• 0 •••• •«• 0 •»• •••' 0 «« 14 Dud loss 10 ° 170 "" 10 °/ 464 '•.. 10°/ 266 "" 10 0/4 $$ti 15 Total loss = 13+14 «« 1870 "" "" 5099 `"' '•« 2929 - - 9685 16 Int. gains: People ® 300 0 "`. 0 4 1200 1 300 0 0 Appl. Q 1200 0 "' 0 0 .... 0 0 ..« 0 0 0 17 Subtot RSH gain=7+8..+12+16 '» «" 667 '«' "" 4868 "" `"` 2105 «" "" 5675 Less external cooling •«• "" 0 ••" • " 0 •"` •••• 0 »'• " • 0 Less transfer •••• •••• 0 •••' •••, 0 •••• •••• 0 •••• •••• 0 18 Dud gain 10°/ "" 67 10°/ «" 4$7 10°/ '•" 211 10 '•" 567 19 Total RSH gain=(17+18)•PLF 1.00 "" 733 1.00 "" 5354 1.00 "" 2316 1.00 "" 6242 20 Air required (cfm) •«' 64 35 "'• 174 257 "'• 100 111 '»' 3301 300 Printout Certified by ACCA to meet all requirements of Manual J 7th Ed. C W �� IF1t501'C RigtitSuite Residential"' 5.0.64 RSR26016 2002-Feb-28 13:55:43 CM E:\Files\DR HORTON 2002\2361\2361.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING ,AIR CONDITIONING,R Job: 2361 8.31.01 11 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 ' MANUAL J: 7th Ed. 1 Name of room MBTH WIC MBR SITTING 2 Length of exposed wall 13.0 ft 9.0 ft 20.0 ft 32.0 ft Room dimensions 13.0 x 13.0 ft 9.0 x 13.0 ft 16.0 x 13.0 ft 13.0 x 9.0 ft 43 Ceiings Condit. Option 9.4 It heat/cool 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft heat/cool TYPE OF CST I HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Cig (ft') Htg Clg (ft') Htg I Clg (ft') Htg I Clg OF) Htg I Clg 5 Gross a 14B 4.6 2.1 122 "« "« 85 "•' "" 188 ...• '"' 301 Exposed b 12C 2.9 1.9 0 '•» "» 0 0 0 walls and c 13C 3.2 1.2 0 '... "'• 0 .... .». 0 .... »,. 0 .«. ., partitions d 0.0 0.0 0 "« •••' O _ 0 ' 0 e 0.0 0.0 0 "•' «« 0 «. ..+. 0 ,.., 0 f 0.0 0.0 0 .». ..» 0 .... ..., 0 ..,. «» 0 .... ».. 6 Windows and a IC 37.0 " 19 702 "•• 0 0 "" 12 444 •"' 32 1183 «'• glass doors b 8C 37.0 « 0 0 "'i 0 0 «i« 0 0 .... 0 0 Heating c 9C 38.7 0 0 '« 0 0 '++i 0 0 ' 40 1549 d 1C 37.0 0 0 0 0 0 0« » 0 0' e 0.0 0 0 0 0 "" 0 0 "" 0 0 «•' f 0.0 « 0 0 "" 0 0 "« 0 0 "" 0 0 7 Windows and North 22.5 5 "" 109 0 "" 0 7 "" 199 0 "" 0 glass doors NE/NW 39.4 0 '•" 0 0 "" 0 0 "" 0 72 2837 Cooling E/W 54.4 0 ••« 0 0 »•• 0 0 «•• 0 0 ,•» 0 SE/SW 50.4 14 «« 646 0 0 5 399 0 "•' 0 South 30.4 0 0 0 "'• 0 0 "" 0 0 "•' 0 Horz 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 8 Other doors a tOD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b I 10D 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 2.1 103 476 213 85 390 174 176 811 362 229 1054 471 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 O 10 Ceilings a 16D 1.7 2.2 169 287 376 117 198 260 208 353 463 117 198 260 to 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 i 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 13 337 0 9 233 0 20 518 0 32 829 0 (Note: room b 0.0 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 12 Infiltration a 1 21.71 7.0 19 411 132 Of 0 01 12 2601 84 72 1559 501 13 Subtotalloss=6+8..+11+12 •«' 2213 "" ,«• 822 "" "" 2386 »" «" 6373 "" Less external heating »» 0 «" ••'• 0 »,• ••» 0 '»' «•• 0 Less transfer '», 0 •»' "" 0 '••• '•« 0 •... "" 0 14 Duct loss 10°/ 221 "" 109' 82 "" 100% 239 '«' 10°/ 637 «" 15 Total loss = 13+14 «" 2434 «" "« 904 "" '•" 2624 "" "" 7010 16 Inl gains: People @ 300 0 0 0 0 1 300 0 ,�, 0 Appl. Q 1200 0 0 0 ,», 0 0 .... 0 0 0 17 Subtot RSH gain=7+8..+12+16 '«' «" 1477 "" "" 435 «" "" 1807 "" "" 4070 Less external coding •»' »» O ••» ••« 0 •••, "•• 0 "" •»• 0 Less transfer '•" •"' 0 "» ••" 0 »,• •••' 0 "" "" 0 18 Duct gain 10% 148 10 "" 43 10% 181 10q "" 407 19 Total RSH gain=(17+18)•PLF 1.00 "" 1624 1.00 "« 478 1.00 "" 1988 1.00 «" 4476 20 Air required (cfm) "•' 831 78 "" 311 23 «'• 89 96 "« 2391 215 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�gF�tsot�t RightSulte ResidentialTM 5.0.64 RSR26016 2002-Feb-28 13:55:43 -4M E:tFilestDR HORTON 2002t2361t2361.rsr Page 4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COh4MERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 .lob: 2361 8.31.01 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 BR2 a n ne a c n 0 d 1 1 90 1.0 1.0 0.5 5.0 39.4 16.0 0.0 BR3 a n nw a c n 0 d 1 1 90 1.0 1.0 0.5 5.0 39.4 16.0 0.0 BTH 2 a n nw a c n 0 d 1 1 90 1.0 1.0 0.5 4.0 39.4 13.0 0.0 BR4 a n nw a c n 0 d 1 1 90 1.0 1.0 0.5 5.0 39.4 16.0 0.0 a n e a c n 0 d 1 a n se a c n 0 d 1 b n ne a c n 0 d 1 a n ne a c n 0 d 1 a n sw a c n 0 d 1 a n w a c n 0 d 1 a n s a c n 0 d 1 d n n a c n 0 n 1 d n n a c n 0 n 1 UTIL KIT NOOK 1 90 1.0 11.0 0.5 5.0 54.4 16.0 16.0 1 90 1.0 10.0 0.5 5.0 47.4 12.0 12.0 BTH 3 FAMILY 1 90 1.0 13.0 0.5 8.0 39.4 64.0 0.0 DINING 1 90 1.0 1.0 0.5 6.0 39.4 28.0 0.0 LIVING 1 90 1.0 1.0 0.5 6.0 47.4 39.0 7.3 1 90 1.0 1.0 0.5 6.0 54.4 19.0 1.0 1 90 1.0 1.0 0.5 6.0 30.4 19.0 15.5 1 90 1.0 11.0 2.5 7.0 29.4 7.0 0.0 1 90 1.0 11.0 1.0 1.5 29.4 4.0 0.0 1 VVrjght50ft RigM-Suite Reslderdial- 5.0.64 RSR26016 2002-Feb-28 13:55:43 "` AM E:\Files\DR HORTON 2002\2361\2361.rsr Page 1 MBTH a n se a c n 0 d 1 1 90 1.0 1.0 0.5 4.0 47.4 19.0 5.4 WIC MBR a n se a c n 0 n 1 1 90 1.0 1.0 0.5 2.0 76.4 12.0 6.8 SITTING a n ne a c n 0 d 1 1 90 1.0 1.0 0.5 5.0 39.4 32.0 0.0 c n nw a c n 0 d 1 1 90 1.0 15.0 0.5 8.0 39.4 40.0 0.0 wrvghtsoft RigMSL*e Residential'- 5.0.64 RSR26018 2002 Feb 28 13:55:43 /�� E:\FHes\DR HORTON 200212361\2381.rsr Page 2 16' 12' 6' 6" ana 3" both duct to tool Cop ./Ion 42X42 A/C SLAB BY BLDR MIN r 2- FROM WALL ❑..Usss 1 �... �:..,� I I I[ 1s1110��..I U-.1...210�1:113�0.111 C 1(�—t _..,..0. Y - 711 ; - L J — 10.6 1- 70 1'1 ''z- it r- Lam- 8.4 1Kd r-4' ♦ Q4 1 1K0 p®R00Y u 60 10. 6o r-4• Qa 10.6 1K0 4 so . 10.614' lio b 8. K t S r-e• as O 4at r a,a J sw to tool Cop 36-S11 Q 4.0 TON M/10Ksf 0240V 1pH Y 18.16 plen 12.12 l.td 24X16 RAD 310 platform by 1 bkv s'-r ab rfiA6A�t � \ N (2) 26-91 16'-r ■ T-r 0n ENTRY ELEV. "B" Ot1TIb011 1145a.R1 t.Nl BRL NOLpnS r 4' both duct to roof cop ./f--rpht SQ.FT. CAM'S 1ST FLOOR 2368 SO. FT. GARAGE 427 SO. FT. ENTRY 117 SO. FT. C. PORN 148 S0. FT. TOTAL 3060 SO. FT. Rating Must hove o minimum clearance of 4 inches around the oiir hondler per the Stott Energy code. A0 duct hos on r_6 insutolion votue. 6 2 \Z -S" "Z (V J F Z.¢ xn � to C X O SSS G — -9 a S � (n In m > z LD N N > O LU 0 C z O 1— Of O p J 0 N 00 0 p is N m LU •• .. > z �z oi,i3: J Q H m f Q D J O D Q O: M(L J(n00 ENGINEERING PACKAGE ,,oAk BUILDER: 0/ ;? f/oQ ;o7� PROJECT: ImR/ crrS MODELBUILDING: , � U 5 �2s 61A �0/--// REVISION DATE: // %/9 0/ li/Q NEW LOAD: �o/ i I3�Lo3-►mow rzA-o � al islo3 CARPENTER CONTRACTORS OF AMERICA, INC. 3900 AVENUE G. N.W. 11 WINTER HAVEN, FLORIDA 33880 �� PH (800) 959-8806 FAX (941) 294-7934 L,� David Dorris Engineering 3 Engineering and Drafting Services Residential - Commercial Plans & Eng. • Inspections • Permitting . Speia[izing in Church Design 112 Coleman Road, VVinter Haven, FL 33880 phone: (941) 299-1048 Pager. (941) 965-6956 Fax; (941) 291-4305 TO WHOM IT MAY CONCERN: This letter is intended to address the issue of deflection in roof trusses. As an unavoidable fact of physics, roof trusses are allowed to deflect up to a specified amount, while still meeting deflection criteria requirements. Although many factors contribute to the amount of deflection in a specific truss design, the difference in deflection amounts of trusses adjoining different design conditions may pose an aesthestic problem in the ceiling and/or roof plane. One procedure that may minimize the appearance of noticeable deflection difference would be the installation of 1/2" T'HK. x 16" high IkPA CDX (or OSB) strongbacks staggered throughout the area of concern, prior to applying any dead load. The plywood. strongbacks should be nailed to each truss with (8) 10d nails stacked throughout the 16" height of the stongback. In lieu of plywood strongbacks, 2 x 8 #2 Southern Pine strongbacks may be used or 2 x 8 #3 S.P. with no knots or imperfections in the bottom surface. The 2 x 8 strongbacks should be nailed to each truss with (3) 16d nails into each truss. Either choice of strongbacks should tie the trusses together and provide a more uniform deflection in the area of transition. The strongback bracing material is in addition to any permanent building bracing specified by building designer and/or truss manufacturer, and will not adversely affect the performance of the roof trusses in any way. If you have Michaelis at 6449. Sincerely, any questions, please feel free to contact Bob Carpenter Contractors of America, Inc. (813) 294- ING D&Yid R. Norris,' P.E. FL.. # 32196 VA 38 Q r�_I Is /a'�r�I'a,s Q, / — �ratb4q TO PREVENT 'I'UIS `l'AIf, MBI ANCHOR asi'RAIN- iiiE :, ;:c t �I Litwr and altar �-------- --- ,' l�uckllriy IATFERE IiRAEINGI I1 tl i . it CwMIbHl9Mt lNltat brulrq tISE HETHOD SHOWN' AT " tins OR ANOTHEFI l tfi.- rriltli�►tloo STitlltrTllRALLY SOUND t of" t l:`wrtlb.taat M t100 SMIFIED BY 7M`wn� tMtla. PROE4�SSIONAi. ENGINEER r N+arkq for uu»a OR ARCIIITECT. t AtiL©GAGE BY BUII.DINGrrli;$GNER iE)er:atctio'rage proufsfois for types of Walls). F�N.A"L :PRACE: RESTRAINT ':Vr 1 'N 1 "— UNIT 0A & 3B) • r AWHORAM OR REST114IMr OF LIMEMI, 'BRALIN(; The drawing below hcae+►e bent to restrAim the CLO t �- [irjeded iz is e$ ,rg.• 14 J ' 1 '' TRUSSES as 'SCISSORS S1' t_tTtM#eSrhave a dif erel t gt# a 4 10-wa h er_) The Dla ondl Brace (tiBR)eba}rs :11rg4'e ,[ „.;• ) , the ends' f q ctt acre attach!~d. to T(1P chc�is.. The df hg4Fltli brace to: be .at c + sy one ace aF web mer► bQr.; RI' wine lApt ii9 �bpttp'HaciPna —PP of aochocage oc ccsuaiats for wntimqui lt<laal> y Adopt tbtygit #case`wtiera the web literal Wacing is > baCai.c11i dpgtr#pumafionzontal phoc. A 5'degzec do+rutponis,s�u�Uuelly tc,�fkbk, jf t{e �eitgyj4nSs greats lhan58cgrces; a pp scgosd: agoWl-buac��haU cQtvviQod"at s3ls Mj�.A a X TkCLB&&Well M M`'� u both todi4�tblt Ogaf k �bAlClie aecboted with 2-16d coma= nails PINK STYLE EXAMPLE �, .. A113ACENT TIRUSS ES TRUSSES insa#f,vu: rash-alopiay air x�f[r19s1.:, 9% wb !Mra1►v Pwsv.ntbq, i Coatlm►nu;atprl:l+racr aieyttti+cklhp: } �(? 3 _ e �'`�� u4 !#:or #t:yd'9Fad! _ ContlM.out IaluN 1}rsdnp PI%WWf 41.. ,: _ RP(mfl! yrttt Qt►r„RU ` } C Ntalm"Aan web • INstiFinayj!lfef'MKI!Mw+ld tyw� later/Mtl il; {Motd'stlriY *� x '�it,�;' yt�jglf- :FI % �l{id p�L l• • . \ - Coultas �Dlrq{anbl'. �saar nay Lsayrrar ch4;d� +nyL tnrsiils ot'vsA ns t nose th" 1 Lavasai. do gigsma> f�etipus 1attlr&I brans. tii' 0 0 .o 0 REF 0 0 :. o o c. c...: y�ER,r.P,c DATE O�w io/off-194 :� 37 , .. oRfA1 ,. o FL-ENG WLB— TRUSS' 3 tj ;C=r 0 0 0 0 �ONAtC 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 nails when substituting pneumatically driven 0.128"x3.0" nails for 16d common nails, increase the number of nails by 20%. This adjustment applies to both lateral and withdrawal values. A "v" pattern is acceptable for staggered nailing as long as the horizontal distance between nails 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" PNEUMATIC NAILS 1.7" O.C. 2.5 3.3 4.2 5.0 5.8 6.7 7.5 8.3 9.2 10.0 10.8 11.7 12.5 13.3 Please note 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. �� P �1�,� Sinceraly : G's{FIL`q L"I . r•-� = STATE OF Walter P. P.E. Senior Chief Engineer ;��FS;ORIOP►.••��`��: AS2 ALPINE ENGINEERED PRODUCTS INC. 'fold, S/0'NAt 1950 Markey Drive • Haines City, FL 33844 • (863)422-8685 • (800)755-6001� R2 THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED WEBS. WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WITH DAMAGED WEBS OF 2X4 SIZE AND #3 90. PINE GRADE. IN ADDITION. A MAXIMUM OF I CRACK PER WEB AND 2 CRACKED WEBS PER TRUSS ARE ALLOWED. CONTACT THE TRUSS MANUFACTURER FbR REPAIRS THAT 00 NOT C014PLY WITH THIS DETAIL. (8) - I DA14AGED AREA, 0' MIN- to 12" * MAX. LENGTH OF CRACK IN WEB. (S) = (2)-2X4 SO. PINE #3 SCABS. -MINIMUM LENGTH OF SCAB W)ST BE T14E GREATER OP I . 68' + LENGTH OF DAMAGED AREA (B). MINIMU14 OF A4' ON BOTH SIDES OF.THE DAMAGED AREA or 2. 80% OF THE ORIGINAL.WEB LENGTH ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE ROW OF 10d COMMON WIRE NAILS SPACED 4' D.C. STAGGERED. REFER TO NAIL SPACING DETAIL FOR ADDITIONAL NAIL SPACING INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY -WITH ALPINE DESIGNS AND SPECIFICATIONS. R2 THE REPAI . R SPECIFIED ON THIS DRAWING MAY BE APPLIED TO VERTICAL AND DIAGONAL WEBS. THE DETAIL DOES NOT SHOW A VERTICAL WEB ONLY TO KEEP THE DETAIL EASIER TO READ. ISM 14AILS- DOUBLE ROK STAGGEREDII + - BACK FACE F '. D.C. 0 - FROHT FACE "ICAL 7 T + 0 + 0 + 0 + 0 + :3 1/2' + 0 + 0 + 0 + 0 CO �- 4. NAIL SPACING DETAIL 34' MIN. 34' MIN. (S) R2 Revised CLR 3/2MOO1 2X4 #3 SO. PINE WEB -ONLY ------------------------ WARNIN TC LL PSF CRACKED WEB DETAI 1=3 IMPORTANT* AM C=3 WrUTION FpM IMS DESIM OR Twza SpecIplakylOW& 00 AW 0001146, SM Hl"I By TPI- SM 'MS WSISM TC DL PSF DATE 09/0�/94_ C=3 1= r___3 FAD-016 TO DURM INS TWJSS IN CONFOWARM WM QSyn by Tn' "a AMMON& SPOUiA MWASENT 0twom Ilm BC DL PSF DOW HC25094073 ALpWg CON,& OUX9004M. UNLRDS OTHOWISM swulcam TOP C= C=3 E=l UFOPA ARE MAW OF SOSA SALV. SIM NW2US ASTW C=3 =) UM 40 9 EXCEPT AS WIM. APPLV COPOWT" To OCH FACE OF 000 SIRLL BE LATUMALY BRAGO WITH PAOPEA Pr LY _AT_T_AC'W_W'_ A:ybiam !*""WiL Dun �F- FL-EW __CLFV-ft BC-LL CM TOM " uNtXSS PUNWA-USE LOCATED (IN THIS WSISK POSITION *04D I ' c= LPINE COWNECTONS Pw ORANIM m ISO S IMA-f. OSSIGN STANDAM WITH PADPMV ATTACHM NNW COLING — SEE TOT.L0. PSF cm Ca"M W/MIMICMI MWISIONS OF tSlS 8 TPI. A0 ENOINEER'D "INE IEOMCJLL UFOAIE 0/1/90 FOR PROM TRUSS SEAL OR THIS GRANIM. APPLIES 70 THE COMPONENT OEPICM MW WWU.L A COPY OF ItOO IDUR.FAC. C=l 5H&L W7 BE FalM t" IN A)h 07M WAY. 105321 7D TWIMM MECTM Go"wrm. E=r A= r-n E=3 7AM P"TExisirnm WS - ml saTlefAL OMIGN !p2T!!!2m'f9A" ION �Pj, —cl N 6 —24.-0--1 PACE 60 (SCAB CH DETAIL - JWC I THIS DWG PREPARED FROM COMPUTER INPUT (IOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TRUSSES BUILT PER THIS DETAIL DESIGNED TO BE USED FOR THE FOLLOWING: UP TO 140 MPH MAX WIND. 30.0 FT MEAN HGT, ASCE 7-98. ENC. OR PART. ENC BLDG. LOCATED ANYWHERE IN ROOF. CAI 11, EXP 8 OR C. WIND TEDI-5.0 PSF. WIND BCDL-S.O PSF. I ATTACH ONE SCAB TO FACE OF TRUSS WITH 0.128'X3* GUM NAILS AT 2- O.C, STAGGERED THROUGHOUT TOP CHORD. SCAB TO MATCH THE SIZE AND MATCH OR EXCEED THE GRADE AS SPECIFIED 00 THE ALPINE DRAWING. NOTE: FOR 130 MPH DESIGNS, 200# ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. NOTE: FOR 140 MPH DESIGNS. 300j ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. ++ ALTERNATE LOADING: 55 PSF@1.33 OF; So PSF@I.25 DF; 37 M01.2a D 2-0-0 011 MAX L 2L MINIMUM (p PLT TYP. Wave TPI-95 Design Criteria: TPI(STD) QTY:l Hl/l/-/-/-/R/- WARNING** TRUSSES REOUJOE EXTREME CAME in FABRICATION. HANDLING. SHIPPING. INSTALLING AND TC LL 30.0 PSF REF R081-0 "ACING. .111 TO 019-91 JNA*DLI*& INSTALLING AND BRACIOG). PUSLISKO BY TPI ('111USS PLATE INST ITHEE. S63 O'Goof - 10 09. SUITE 200. HADISON. VI 5371g), FOR SAF17T PRACTICES PRIOR 70 11/06/01 P ENFORMI 06 THESE FUNCTIONS. oil($$ OTHERWISE INDICATED. TOP CNORD ShALL HAVE PROPERLY ATTACKED p TC DL 7.0 PSF DATE STRUCTURAL PANELS. BOTTOM CHORD SMALL SAVE A PROPERLY ATTACHED 41610 CEILI". _1 14PORTANT-- FURNISS A COPY Of THIS DEST" TO Tilt INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW NCUSR081 01310276 PRODUCTS SNALL BOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD T4 T'NCS' S IN COOFOAMAKE MIT# TPI; OR fABRIC&TING. MANDLING, SHIPPING. INSTALLING AND BRACING OF T:USSESES. F:ISTDESI m CO*roSnS mlyn APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC LL 0.0 PSF HC-ENG /JWC ALPINE SPECIFICATION PUBLISHED V Of Ar.AICAV FOREST AND PAPER ASSOCIATIOM) AND IPJ. ALPINE CONNECTORS ARE MADE OF Z06A ASYN A653 6140 GALV. STEEL. EXCEPT AS NOTED. APPLY COJIMEC70AS 10 TOT.LD. ++47.0 PSF SEON - 24952 E ACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED 00 TNIS DESIGN. POSITION CONNECTORS PER I Oil S no I Or DRAVINGS 60 A-Z. 7NE SEAT. TKI BRAVING I KATES ACCEPTANCE OF PROFESSIONAL ENGINEER DUR. FAC. 1.33 Alpint Engme-cmd Pro&M. Im uspoNsiamlY SOLELY fOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Ykinis City, FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of IRE 10101116 OfSIGNfg. PER SPACING 24.0' FL Cegtifie"e OfAudwdzefim # 567 AMSI/YPI 1-1995 SECTION 2, CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACINZ (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CIB 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 I ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 I_2xe 2X6 2 ROWS 2X6 2-2X4(*) 2ya 1 ROW 2X6 i_2X8 2X8 2 ROW 2X8 2-2XiS(*) T-BRkCl. 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. 7 ALPINE 7 Al 14NE ENGRAEF" PROD=&. W_ POWAW BEACH. FLORMA FO-KI T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRAZE OR L-BRACE pirm a mo � kvA wk Al h%l SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. 140 MORE IN" (1) SCAB PER FACE. SCAB ATTACH WITH 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DRAWING REPLACES DRAWING 679,640 Tc LL TC DL BC DL BC IL TOT. LD. PSF PSF PSF PSF PSF REP CLB SUBST. DATE 06/25/99 DRWG BRCLBSUB0699 -ENG )RB/KAR DUR. FAC. SPACING (CONV[NTIONAt FRAMED VALLEY DETAIL ) THIS DETAIL IS VALID WHEN USED IN CONJUNCTION WITH ALPINE DESIGNED TRUSSES ONLY. + 2X6 SP #2 RIDGE BOARD. +4 2X6 SP #2 RAFTER ... 2X4 SP #3 CRIPPLE NOTE: FOR CRIPPLES LESS THAN 7S' IN LENGTH, NO BRACE REQUIRED. FOR CRIPPLES LESS THAN 96" BUT GREATER THAN 75' IN LENGTH, 2X4 'T' BRACE OR SCAB BRACE REQUIRED. SP #3, FULL LENGTH. fASTEN WITH 16D NAILS @ 4' OC. OR GUN NAILS @ 3' OC. MAXIMUM CRIPPLE LENGTH IS 96' NOTE: FOR A CONVENTIONAL FRAMED HIP VALLEY SYSTEM, REFER TO THE DETAIL ON THE LEFT SIDE OF THIS DRAWING, DETAIL FOR SPANS GREATER THAN 20'0* THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. NOTE: EDGE DISTANCES, END DISTANCES AND SPACING FOR ALL NAIL CONNECTIONS MUST BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. ALL CONNECTIONS SPECIFIED HEREIN ACCOUNT FOR BOTH DOWNWARD (GRAVITY) AND UPLIFT (WIND) LOADS. (STRAPPING NOT REQUIRED) NOTE: USE 0.128*X3' GUN NAILS WHERE SPECIFIED. I 4X2 BLOCK REQUIRED IF RIDGE BOARD CRIPPLE IS NOT SUPPORTED DIRECTLY BY A TRUSS BELOW. CONNECT TO DECKING WITH 80 OR GUN NAILS @ 2' OC. HORIZONTAL CUT MAY BE SQUARE CUT OR BEVEL CUT TO MATCH TOP CHORD PITCH BEARING TO BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH BY 2'0" OC. TRUSS AND DIAPHRAGM SYSTEM. CONNECT TO EACH SUPPORTING TRUSS TOP CHORD BELOW WITH 4-160 OR 5 GUN NAILS. CONNECT RIDGE BOARD CRIPPLE TO 130 MPH WIND, 15.0 FT MEAN MGT, ASCE 7-98, ENC. BLDG, LOCATED ANYWHERE RIDGE BOARD WITH 2-16D NAILS OR 3 GUN NAILS. IN ROOF, CAT 11, EXP. B or C. WIND TCOL-5.0 PSF. WIND BEDL-5.0 PSF. CONNECT 2X6 RAFTER TO GUN NAILS. I CONNECT EACH END OF TOP CHORD TO 2X6 I RIDGE RAFTER WITH 4-16D TOE -NAILS. RIDGE BOARD WITH 3-16D NAILS OR 4 CONNECT EACH END OF RIDGE RAFTER ++ 5 TO 7 TO VALLEY TRUSS/GIRDER TRUSS OR NAI L S ROOF PLANE WITH 4-160 TOENAILS R 00' PLANE WITH 4,161 T E ++ Q 3-16D NAILS 2X6 SP 216 SP #2N, TYP #2N Ty OR 4 GUN NAILS (TYP) 2X4 SP #3 RIDGE 3-16D NAILS I BOARD CRIPPLE@ ... 1 5 TO 7 3'0' OC. MAX (TYP) E HT H r 112 HEIGHT Of VALLEY - (A) 2X6 SP #2N. SCABBED (A) W-7"12(5.5*@45) TRUSSES BELOW) @ 24" Oc. TOENAIL CONNECTION AT (A) 2-16D TOENAILS W-7-12(5.5-@45) SPAN # OF NAILS 3-16D TOENAILS OR 3 GUN NAILS (TYP) UP TO 20' 7-16D COMMON OR 4 GUN NAILS UP TO 16' 5-16D COMMON OR 6 GUN NAILS W-7-12(5,5'@45) MAX CRIPPLE (NO CRIPPLE REOUIRED FOR UP TO 12' 4-16D COMMON OR 5 GUN NAILS SPACING SPANS LESS THAN 6'0-) RI 6-0-0 FOR SPANS UP TO 20'0' DETAIL FOR SPANS GREATER THAN 20'0' (MONO VALLEYS MAY BE BUILT USING THIS DESIGN) RI PLT TYP. Wave TPI-95 Design Criteria: TPI(STD �WARNING' RU55 t' XT7 &RACING. ;1FER TO HIS-91 (HANDLING INSTALLING AND BRACI*&)- PUBLISHED 91 TPI (TRUSS PLATE INSTITUTE. $93 O'OHOFRIO DR.. SUITE 200. MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP C4illlt) SHALL HAVE PROPERLY ATTACHED .STRUCTURAL !!VELS. 5011014 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 OEVIA710M FROM THIS DESIGN; ANY FAILURE 70 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C ININE CTOR S ARE MADE OF 206A As- A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TR USS . AND UNLE SS OT HERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEA DRAWINGS 160 A-2. THE SEAL 0% THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Enginewed Producu, Inc. 2ESPONSIBILIYY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF ]HIS RaiDes City. FL CORPONEAT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY of THE BUILDING DESIGNER. PER ANSIJTPI 1-1995 SECTION 2. 0 T f : I HI/_/1 TC LL 16.0 PSF TC DL 15,0 PSF BC DL 0.0 PSF BC LL 0.0 PSF TOT.L.D. 31.0 PSF DUR.FAC. 1.25 SPACING 24.0" RI REV 5-29-2002 JWC REF RO81--O DATE 11/06/01 DRW HCUSROBI 01310037 HC-ENG /JWC SEON - 24891 (PIGGYBACK - JUC / piggyback 2X4,2X6.�XB,2XIO OR 2VI2. #2 OR #2 PT. SPf, HE" -FIR. OR SP AS NEEDED. ATTACH SCAB 10 ONE FACE 13F TRUSS WITH 160 COMMON NAILS OR 0.128'X3' GUN NAILS 0 4* OC. THROUGHOUT TOP CHORD --!- OR ---- TOENAIL. BLOCK TO TC WITH WITH '(2) 160 COMMON NAILS OR 0.12�'0' GUN NAILS 0 24' OC.THROUGHOUT TOP CHORD. + CONTINUOUS LATERAL BRACING 0 24' OC. OR AS SPECIFIED ON ALPINE DRAWING. ATTACH 10 EACH SUPPORTING TRUSS WIYH (2) 80 NAILS FOR IX4 OR (2) 160 NAILS FOR 2X4. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS T6 A SUITABLE SUPPORT jy ERECTION CONTRACTOR. * CL8 LUMBER: 214 OR 2X6 f2 OR #2 Pl. SPF. HEN -FIR. OR SP Z-24' MAX. SCAB DETAIL 24* MIN. 11-1/4- MAX. TC BLOCK DETAIL THIS OWG PREPARED FROM COMPUTER INPUT JIDAOS I DIMENSIONS) SUBMITTED BY TRUSS MFR. PIGGYBACK AS PER DRAWING HCUSROBI 01310190, 01312407 OR 01312408. ATTACH TO TOP CHORD Of SUPPORTING TRUSS AS SPECIFIED ON ALPINE DRAWING. OR WITH 160 GUN NAIIS (0.131*X3*) AT: 8' OC. FOR ASCE 7-98, 130 "PH. ENC. BLDG. EXP B & C. CAT 11. 30' MH 6' OC. FOR ASCE 7-98. 140 MPH. PART. ENC. BLDG. EXP S. CAT 11. 3W MH V OC. FOR ASCE 7-98. 140 MPH. ENC. BLDG, EIP C. CAT 11. 30' NH V OC. FOR ASCE 7-98. 140 MPH, PART. ENC. BLDG. EXP C, CAT 11. 30' MH i 91 f-"\ PIGGYBACK TRUSS SUPPORTING \)TRUSS ALTERNATE LOADING: TCLL 20 30 PSF TCOL 20 OR 15 PSF BCDL 10 10 PSF TOTL 50 55 PSF 1.25 1.33 PLT TYP_ Wave TPI-95 Design Crit 2r, * PI L.IST111 QTY:l -VARVING YRVSaS REQUIRE EXTREME CUE 11 FABRICATION, NAUD&ING. Ing AND TC LL 30.0 PSF REF R081--O BRACING. *11FIlt '90 010-91 (HANDLING INSIALIVIS AND BRACING). PUBLISHED By TPI (TRUSS PLATE INSTITUTE. SOS D*DWAIO On.. SUITE 280. MADISON. Ul 43720). FOR SAFETY PRACTICES PRIM TO TC OL 7.0 PSF DATE 11/06/01 PERF"Alt" TRISE FRACTiONS. VJILESS OTHERWISE INDICATED. Top CHORD SMALL HAVE PROPINLY ATTACKED P STRICTIMAL PANELS. ADTION CHORD SMIXIL SAff A MOPERLY ATTACHED RIGID CEICII16- -IMPORIA07-1 f'URISG A COPY Of THIS KS16% 19 THE IgSjAjjATIBR CONTRACTOR. ALPINE f§6)Kfflfb BC OL 10.0 PSF DRW MCUSR081 01310243 PRODUCTS, file. SMALL NOT BE RESPONSIBLE FOR ANY KVIA7102 FISH TNT$ RESIGN; All FAILURE TO IWIL in TRUSSES is COMEOMMANCE MITI Tfl; 81 fAUtCATING. RANKING. SHIPPING. INSTALtIAG AM 0 f 2M BC LL 0.0 PSF HC-ENG /WMR DRACI 06 of 'IN SSfS. 1:116 "Stfiallcolf S WIN APPLICABLE PROVIS181IS Of NO$ (NATibMAL DESIGN ALPINE SWIFIC0181101-11111ASNED THE W iCAND&FDREST Me PIPER ASSOCIATION) AN Tri. ALPINE TO TOT. LD. 4 7.0 PSF SEON - 24944 CONNECTORS ARE HAK If ZOGA ASTIS A663 6148 MY, STEEL. fICEPT AS NOTED. APPLY CONNECTOR$ EACH FACE Of T*bSS. AND **LfSS OTHERWISE LOCATED 04 THIS DISISI. POSITION CORRECTORS PER MAKINGS 160 A-2. IRE SEAL OR THIS MAKING INDICATES ACCEPTANCE Of PIOVES51ONAL fN61:IEIJ'r& Ah*= &#W_ffCd PM&M. INC. RESPONSIBILITY S6LfLV FOR THE TRUSS COWBIENT DESIGN SHOWN. THE SOIJABILITY AMD USE F To is HaisisC4.Fl- 339U COMPONENT FOR ANY PARTICULAR AVILD166 IS THE RESPONSIBILITY Of THE 8010186 DES16112. PER FL Carffwdc afAndwri2ation 0 567 ANSIITPI 1-199S SECTION 7. DUR. FAC, SPACING 1 .33 24.00 — __Q� k I ( JACK TOP CHORD 2x4 SP J2 N BOT CHORD 2x4 SP #2 N NOTE: LUMBER TO BE SP #3 FOR I'D" THROUGH 3'0' JACKS. (3)16D COMMON OR (3)0.128"x3' GUN NAILSJOENAILED- (2)16D COMMON OR (2)0.128*x3' GUN NAILS.TOENAILED. BOTTOM CHORD MAY HAVE PITCH AS SHOWN. MAINTAIN A PITCH DIFFERENCE OF 2 BETWEEN TOP AND BOTTOM CHORD. I.E. 8112 TOP CHORD. 6/12 BOTTOM CHORD. R2 J 6/12 R2 LI-2-0-0 TRUSS SPAN (SEE TABLE) R—RI U—U1 W-3.5' (SEE TABLE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ASCE 7-98. 30.00 FT MEAN HGT. LOCATED ANYWHERE IN ROOF. CAT 11. WIND TCDL-5.0 PSF, WIND BCDL-5-D PSF.(SEE TABLE) JACKS UP TO AND INCLUDING 4-0- MAY BE CANTILVERED B". MAX MAX BLDG LOADING REACTIONS SPAN MPH EXP Ri/Di B.O. 120 2 a,b 594/280 810" 115 3 a.b 594/330 rev. 7'6" 130 1,3 b,c 632/550 7-0- 140 1,3 b,c 607/640 I=CLOSED BUILDING, EXP C 2=CLOSED BUILDING. EXP B 3—PARTIALLY ENCLOSED BUILDING, EXP B TCLL/TCOL/BCDL/TOT/DF a-20/15/10/45/1.25 b-2D/20/10/50/1.25 c-30/15/10/55/1.33 PLT TYP. Wave TPI-95 Desi n CrWN ,,.Ite,rla*...TP ST�1— . TV TRUSSES BEGUIRE EX ENE CARE 10 FABRICATION? UIL ING ANN NACING. REFER TO HIS-91 tMAN-1116 III-STAL11116 Ago BRAclus). PUBLISHED BY IF[ (TRUSS rLATE INSTITUTE. 693 0*01"W*10 Bit— SUITE 200- HAD'SON- V1 S3719). FOR SAFETY PRACTICES PRIOR To 'Elfo"i G THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED X! STRIKIIIIAL PARELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT-- FURBISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED psoDUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BEST"; ANY FAILURE TO BUILD THE TRUSSES is CONFORPANCE WITH TPI'. 02 FADRICATJ&6. HANDLING. SHIPPING- INSTALLING AND BRACING Of TRUSSES. TOTS DESIGN CN#FMM WITH APPLICABLE PROVISIONS Of NOS (RATIONAL DESIGN ALPINE =Z4, SPEC IFI CAT I ON PUBLI SHED 91 THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TFI- ALPINE CONNECTORS ARE MADE Of 2UA ASTH "53 SR40 MI. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 00 THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-1, THE SEAL 01 THIS DRAW156 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONS I DILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHON11. THE SUITABILITY AMD USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER- PER A4SIjTPI I-I"S SECTION 2. E-3-9 7 S!5A C-TL� 19.52a o1y:1 CI) ) -,,� A CTI HI/i TC LL PSF SEE PSF TC DL ABOVE BC DL TABLE PSF BC LL PSF TOT.LD. PSF DUR.FAC. SPACING 24" D.C. (iD rev. 3-21-2002 JWC R2 REV 4-2-02 JWC Scale -.375*/Ft. REF RO81--0 DATE 12/03/01 5RW NCUSROBI 01339110 HC-ENG /JWC SEON - 10579 FROM HDC WA24 I—- C-7TTrn ny TQnrq M17R (I U Z�b HirJALK) 7— TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IDEFLECTION MEETS L/240 LIVE AND L1180 TOTAL LOAD. 1* PROVIDE ( 3 ) 16d COMMON HAILS, TOENAILED. �HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. L--2-9-15----j--9-1O-1 Over 3 Supports .1 R-746 U—Ul W=4.94" (SEE TABLE ABOVE) ASCE 7-98, 30.00 FT MEAN HGT, LOCATED ANYWHER E IN ROOF. CAT 11, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF.(SEE TABLE) MAX BLDG UPLIFT MPH EXP U1 130 1 457 130 2 493 140 1 555 140 2 592 I —CLOSED BUILDING, EXP C 2=PARTIALLY ENCLOSED BUILDING. EXP B Rmax=393#@1.33. 369#@1.25 Umax-472# Rmax-393#@1.33. 369#@1.25 Umax-472# PLT TYP. Wave TPI-95 Design Criteria:,TPI(STD) WARN I Ms.- TRUSSES REOUIRE EXTREME CARL TO FABRICATION, RANGE 194, SHIPPING, INSTALLING AND BRACING. HIM TO HIB-91 (HANDLING INSTAILING AND BRACING). PUBLISHED BY TPI (7AUSS PLATE INSTITUTE Sa3 01016FRIO QN.. SUITE 2 . MADISON . WI 63719). FOR SAFETY PRACTICES PRIOR TO 1IRFOR" 10 i THE S' fUNCTI ONS. Unt ESS GIBBON ISE I ADICATED. TOP CHORD SMALL HAVE PROPERLY A71ACKEO STRUCTURAL PA ELS OTION CUDAD SHALL NAVE A PROPE IT ATTACHED RIGID CEILING, M V 0 S IS '*(WORTAXT-! F�XS ACOP F TR I DES .4 T 0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P OwCTS. INC. SMALL 901 Of RESPONSIBLE FDA ANY DEVIATION FROM THIS DESIGN; ANY fAILDRf TO 9:10 TOE TRUSSES IN CONFORK42CE VITO Ift. OR FABRICATING. bANDL11r. SHIPPING. INSTALLING AND BRACJ*6 Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of 105 (NATIONAL DES161 ALPINE 'P (CIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) Alto TPI. ALPINE CONNECTORS AN E MADE Of ?OGA ASYN JL653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AID UNLESS GIVE RUISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 &-1. THI SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Alpine Paginctmi Imducts, I=. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS YOE RESPONSIBILITY Of THE BUILDING DESIGNER. PER FLCCrf1fiCB1eQfAi9borbzIiwf567 I Ams,11PI 1-1995 SECTION 2. 19.5c QTY: H-T* ALTERNATE LOADING: TCLL 20.0 PSF TCDL 20.0 PSF BCDL 10.0 PSF BCLL 0.0 PSF -------------- TOTAL 50.0 PSF DUR.FAC. 1.25 Hl/l/-/-/-/R/- TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.33 Scale —.3125*/Ft. REF R081--O DATE 12112101 DRW HCUSR081 01346151 HC-ENG /JWC SEQN - 26402 T-4TS P, 02/04 F-541 may-30-02 12 lzbm From-DANSCO ENGINEERING ��J'jp 1, ew - VM DANSCO. FENGINEFERING, P.A. EB451 0 III MMMmM MEN MESEM ONE SON ON NONE No m MEN m ME OF "M P.O. Box 3400 Apollo Beach, Fioncia ��t ii� to 10) 06+1-P-V I '" I QLA April 23, 2002 Carpenter Contractors of America 3900 Avenue G, NW Winter Haven, FL 3 3 8 8 0 Re: Clarification for Alpine's Valley Kit Details; HCUSR081 01310037, 0021 and 0020. The valley kit engineering details as referenced above are engineered designs and not prescriptive methods to apply conventional framing. It may be construed that the 2x6 ridge board as specified on our details is not in accordance with chapter 23 of the Building Code, which states the ridge board depth be not less than the cut end of the rafters. This perception would be correct providing the framing application was the same between what the Code states and what our Valley kit details depict. For example, we specify: • Rafter supports (cripples) every three to six feet along the rafter length, which significantly reduces the load, imposed upon the ridge board. • Ridge board cripples on three-foot centers. • All the required connections for rafters to cripples, rafters to ridge board cripples to the structural sub -frame below, etc. • Governing height and length restrictions for each framing application. • All collar beams, where specified, are 2x6 minimum applied to every rafter set and not 1 x6 applied to every third pair of rafters (as stated in the Code). Additionally, Alpine's valley kit details overall have restrictive applications and can only be used over a support system of pre-engineered Alpine design trusses. Briefly, our engineered details are not intended to be used in lieu of the design considerations of the Building Code, rather, where applicable, as an alternate design that wholly meets the requirements of the code. If I can be of further assistance or if �,ou have any questions please call me. %%% %%% I I I I % Fk P Sincerely, qb .0 0 t4o. 22839 't WVejrl,, �inn P.E. STATE OF Senior Chief Engineer z ORIO, I:h:w AR20 "S/O N A V '1111110%\ ALPINE ENGINEERED PRODUCTSs INC. 1950 Marley Drive - Haines City, FL 33844 - (863)422-8685 January 23, 2002 Re: Alpine's Valley Kit Details; HCUSR081 01310037, 0021 and 0020. The valley kit engineering details as referenced above are engineered designs and not prescriptive methods to apply conventional framing. It may be construed that our details are not in accordance with chapter 23 of both the 1997 Standard Building Code (SBC) and the 2001 Florida Building Code (FBC). Each Code states, for example, that the ridge board depth be not less than the cut end of the rafters. I understand that this specific issue about the ridge board depth is causing concern with the building inspectors resulting in the issuance of red tags. This nonconformance would be correct if the overall conventional framing application was the, same between the prescriptive method in the Code and what our valley kit details depict. nie engineered valley kit details tend to be more conservative. For example, we specify: • Rafter supports (cripples) every three to six feet along the rafter length, which significantly reduces the load, imposed upon the ridge board. • Ridge board cripples on three-foot centers. • All the required connections for rafters to cripples, rafters to ridge board cripples to the structural sub -frame below, etc. • Governing height and length restrictions for each framing application, • All collar beams, where specified, are 2x6 minimum applied to every rafter set and not lx6 applied to every third pair of rafters (as stated in the Code). Additionally, Alpine's valley kit details overall have restrictive applications and can only be used over a support system of pre-engineered Alpine design trusses. Briefly, our engineered details for a system of conventional framing meet the requirements in Chapter 23 of the 1997 SBC and 2001 FBC. Sincerely A Yj Walter P. Finn P.E. Senior Chief Engineer ( D-ell AR23 ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive - Haines City, FL 33 844 - (863)422-8685 - (800)755-6001 (50624-013 2361A - AB Top chord 2x4 SP #1 Dense J3 2x4 SP 240OT-2.OE: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4, W5, W6. W7, WS 2x4 SP #2 N: I(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. Brking to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load Is 1.00. 6X6 =_ 6X6 =— . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS "FR. In mph wind, 14-68 Tt mean hgt. ASCE 7-98, CLOSED bldg. Locatecr anywhere in roof, CAT 11, EXP B, wind TC DL-5.0 psT. wind BC DL-5-0 ps . f. (A) IX4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplled,and attached at both ends to a suitable support by erection contractor. In lieu of structural panels or rigid ceiling use purlins: to brace TC 8 24" OC, BC @ 24" OC. WARNING: furnish a copy of this DWG to the installation contractor. special care must be taken during handling, shipping and installation of trusses. See 'WARNING' note below. 3X40 T3 3X4 <v W W 6 6X&4� 3X4* 3X4 6 6X&4� 6X60 (A W6 W8 9-4-0 Z 'IYA ryfi M 2X4 N 6X6 =— .3 A 14 M_ DAO 4X6(A2) � 4X6 (A2) =- 1-0-0 1-0-0 nw 21-0-0 8-0-0 1 21-0-0 J 50-0-0 Over 2 Supports 30 i R-1904 U-565 W-8" R-1904 U-565 W-8", PLT TYP. Wave TPI-95 T 1 6.13 OTYA Scale ARNINO';EF PHU r ! SS 1. �9_&TC_AT[1FR*OL ING, SHIPPING. INSTALLING AND TC LL 20.0 PSF REF R081--88937 ;W MIB.01 (HANDLING INSTALLING AND BRACING). PUBLISHED By IPI (TRUSS #LATE 'T'ii. = " PRAC710ES PRIOR 10 ,.STI,v S3 D,o*oFaIo ot., SUITE 200. MADISON. W3 $3719). FOR SAFETY TC DL 7.0 PSF DATE 01/06/03 PLOF HIM ' jai SI FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL MAK PROPERLY ATTACHED SYRDOMURA! PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 91610 CEILING- —P DRW HCUSRO81 03006267 Cl -*IMPORTANT-- F#*NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF PRODUCT S. I NC. SHALL ROT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC LL 0. 0 PSF HC-ENG JWC/WPF BUILD INC TRVSSf S IN CONFORMANCE WITH 7PI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE ROVISIONS OF NOS (NATIONAL DESIGN ALPINE SPEC I FICA7109 PUBLISHED BY lot AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE TOT . LD. 37.0 PSF SEON - 34824 coil I RE 1 0 20 EAC:CIORS A 12HAD. F 116" tASTMIA, 53 GSRE40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO FACE OF USS AID IL SS 0 HIRVI LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER ORKNINGS 160 A-Z. IRE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING DUR. FAC. 1.25 FROM MGK '--vd d 11ko ESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOW 1� THE SUITABILITY AND USE Of THIS Al,i-= "To not - a I OF I of BUI LOT 16 DE S IGNER. PER 24.00 JREF - lRi708DIO . Cdy. FL 33844 COMPONENT FOR ANY PARIICULAR BUILDING IS THE R[SPONSIBILI Y SPACING FL Cwfftcate of Amithizabm # 50 ANSI/TPI 1-1995 SECTION 2. TWI, nun PPFPkRFn FRnm rnMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. tbut)eq-ui�j ZibiA - A/) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #2 N :W]. W2, W3, WIl, W12, W13 2x4 SP #3: (A) IX4 #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. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24' OC, BC @ 24* OC. WARNING: furnish a copy Of this DWG to the Installation contractor. Special care must be taken during handling, shipping and installation of trusses. See 'WARNING" note below. 6X6 =_ 2X4 N 6X6 =— 120 mph wind, 14-18 ft mean hgt, ASCE 7-98, CLOSED bldg, Located, anywhere in roof, CAT 11, EXP B, wind TC DL-5.0 pst, wind BC DL�5-0 Ps I f. I (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CL8 and (2) scabs Tor (2) CLB'S where shown.. Bracing to be same size, species, grade. and 80% length of web member. Attach With 0.1280" gun nails @ 6* OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 6 6X60 6X64�� X60 6X6 6 6 44� 3 .0 (1AA) 3X4 iz� X40 W A) 11 :(A W 1 3 9-4-0 .4 'IVO rvr !M 3X4 2X4 IN 2X4 I 3X4 =_ 0 Au M 4X6(A2) =_ 4X6 (A2) =— Ar7 1-0-0 19-0-0 12-0-0 J- 19-0-0 50-0-0 Over 2 Supports R-1904 U-567 W-8* R-1904 U-567 W-8' Sca ot(# PLT TYP. Wave TPI-95 TPI(ST 6.13 QTY:2 Hl/-/I/-/E/ le —.125"lFt. TARNING IROSS TO' 'HE CARL IN FARRICA11UN. PaNDLING. SHIPPING. INSTALLING AND TC LL 20.0 PSF REF R081--88938 RACING. REFER TO (HANDLING INSTALLING AND BRACING). FOOLISHED By 1PI (TRUSS PLATE JUST I TOTE. 663ED;OKOFAIO DR., SUITE 200. MADISON. VI 63719). FOR SAFETY PRACTICES PRIOR to TC DL 7.0 PSF DATE 01/06/03 PERFORMING ME S UNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHONG SHALL RAVE PROPERLY ATTACHED SIR UCTURAL ANELS. BOTTOM CHORD SMALL NAVE A fROPERLY ATTAC1410 RIrID CEILING, P ..I MPORTANT:. FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DR14 HCUSR081 03006268 PRODUCTS. INC. SMALL 1001 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO - K CONFORMANCE WITH TOT: OR FAN ICATING. HANDLING. SHIPPING. INSTALLING AND M N APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 8C L L 0.0 PSF HC-ENG JWC/WPF IL :98AC U16 EFTIT:SSISESSIN THIS GO ALPINE SPECIFICATION POOLISHED BY TDRESIMERCIOCKAFOROBASIT TANG PAPER ASSOCIATION) AND IPI. ALPINE CONNECTOR$ ARE MADE OF 20" AST* A663 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 37.0 PSF SEON - 34823 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER WHIMS 160 A-1. IN[ SLAL 01 THIS DRAvING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING DURJAC. 1.25 FROM MGK Alpine Engineered Products, 1w. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. ]HE SUITABILITY AND USE OF THIS Haium City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER. rig SPACING 24. 0" JREF - 1RZ7081—ZIO FLC�mUficateofAndioffizFition#567 . ANSIJTPI 1-1996 SECTION 2. A -All '>191A - Ar THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS mFR. �Top chord 2x4 SP 2400f-2.OE J3 2x4 SP #1 Dense: .Bot chord 2x4 SP #2 N I Webs 2x4 SP #2 N :Wl, W9 2x4 SP #3: (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. BriIclng to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. )eflectlon meets L/240 live and L/180 total load. Creep increase factor ror dead load Is 1.00. 120 mph wind, 13.68 Tt mean h9t, ASCE 7-98. CLOSED bldg. Located' anywhere in roof, CAT 11, EXP B, wind TC DL-5.0 psf, wind BC DL-5.0 ps . f (A) IX4 #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. in lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24' OC, BC @ 24* OC. WARNING: furnish a copy of this DWG to the Installation contractor. special care must be taken during handling. shipping and installation of trusses. See 'WARNING- note below. 6X6 =_ 2X4 M 6X6 _= 06 (A2) UAU= 4Xb (AZ) =_ 1-0-0 1-0-0 -1W 17-0-0 —1 16-0-0 17-0-0 —1 R-1904 U-569 W-8' 1PLT TYP. Wave TPI-95 ALPINE Alpim Enginc� PtOducts, hlc� Haim City, FL 33844 171, Cartfficate of AuthoEization # 567 +1 - 4-0 0-0-0 Over 2 Supports 31. R-1904 U—S69 W-8" T 6 ------- -- PLATE I:A REFER T?ONMIB- I (HANDLING I:SIALLING AND $RACING). PUBLISHED By TPI (TRUSS 9 SH So TE 1,T"ADI111 10. 63719 FOR SAFETY PRACTICES PRIOR TO "'i, C). SIM 663 0 DFRIO S I.,. S I TjAW PERFORMING THESE FUNCTIONS. vitfs 0 so TE Top RGSD SMALL HAVE PROPERLY AIIACRED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY AITACNED RIGID CEILING. .INPORTA T FURNISH A COPY OF 7141S DESIGN TO IKE INSTALLATION CONTRACTOR. ALPINE EN&INEEKEO NC. I OR PRODUCTS. I SMALL 01 of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL E .0 ::ILD THE IAUSSES IN CONFORMANCE WITH IPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND AC IN6 OF TRUSSES. THIS DESIGN CONFORMS VIIH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE CONNECTORS ARE MADE OF 206A AST" A653 SA40 DALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO LACK FACE OF 110 SS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z 101 S[AL 01 ISIS othWINS IjmIcAjES ACCEPTANCE OF PROFESSIONAL ENGINEERING USE OF THIS RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY,AND COMPONENT FOR ANY pkjjICUtkj BUILDING IS )BE RESPONSIBILITY OF THE BUILDING Of IGNER. PER ANSI/TPI 1-1995 SECIIOM 2. H, :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 DURJAC. 1.25 SPACING 24.ON 07 Scale —.12�.�t- REF R081--88939 DATE 01/06/03 6_RWHcusRO81 03006269 HC-ENG JWC/WPF SEON - 34822 FROM MGK JR[F - IRZ7081—ZIO f,nF9A_nii 9iAiA - &g� THIS bWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :144. W6. W8 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CL8 and (2) scabs for (2) CLB'S where shown. BralcIng to be same size, species, grade, and 80% length of web member. Attach with 0.128x3' gun nails @ 6" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 4X6 (A2) =_ 120 mph wind, 13.18 ft mean hgt, ASCE 7-98, CLOSED bldg. Located, anywhere in roof, CAT 11, EXP B. wind TC DL-5.0 pst, wind BC DL-5-0 Psf- (A) IX4 #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. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24- OC, BC @ 24- OC. WARNING: Furnish a copy of this DWG to the Installation contractor. Special care must be taken during handling, shipping and Installation of trusses. See 'WARNING* note below. 6X6 Mm 2X4 M 6X6m OAD �= JAU 4Xb(AZ) =- +9- 4-0 15 1-0-0 1-0-0 -Wr 15-0-0 20-0-0 is-0-0 - I i 50-0-0 Over 2 Supports R-1904 U-572 W-8* R-1904 U-572 W-8" PLT TYP. Wave TPI-95 Design C 6.13 h I S QTY Scale -.1LiLE_t- TRUSSES REQUIRE EXTREME Car 1. FAWREICIT(15�%XOLING. SHIPPIN G. INSTALLING AMP ri TC LL 2 1.0 PSF REF R081--88940 SUSS PLATE .:A IRS. REFER TO HIS-91 (HANDLING INSTALLING AND BRACINC). PUBLISHED BY TPI (TR I E. 693 E'O*OfRIO DR., SUITE 200. MADISON. 1] 53719). FOR SAFETY PRAC CE PRIOR 10 SCIT IT TC DL 7.0 PSF DATE 01/06/03 PERFORMING I ESE FUNCTIONS. E PROPERLY ATTACHED VT 11 V*jEsS OTHERWISE INDICATED. TOP CHORD $HALL MAY STRUCIORAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT- FORNISH A COPY OF THIS DESIGN TO TNE,INSIALLATION COOIRACTOR.*ALPINE ENGINEERED P. BC DL 10.0 PSF DRW HCUSR081 03006270 PA IS C.SSHALL *01 :EkLSPONSIBLE FOR ANY DE I ATION FROM THIS DESIGN; ANY FAILVAE TO 1:US HANDLING, SHIPPING. INSTALLING AND 0.0 PSF HC -ENG JWC/WPF AL INE BUO19LUCTHi E 5 IN CONIF I ANCE WITH TPI: 04 FABRICATING. BIAC I Ito Of I USSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DES] GN AID TPI. ALPINE BC LL 34821 SPECIFICAIIO: PUBLISHED By I HE AMER ICA* FOREST AND PAPER ASSOCIATION) 6840 GALV. STEEL. EXCEPT AS NOTED, APPLY CONNECTORS TO TOT LD. 37.0 PSF SEON - CONNECTORS AN E MADE OF 206A ASTH A663 EAC 0 FACE Of I I USS. AND OIL E SS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DUR FAC. 1.25 FROM MGK Alpi- Eno—ed ProducK Im- RAVINGS 160 A.Z. IRE SEAL 09 THIS DRAWING INDICATES ACCEPTANCE OF I[SPO 9 ILJIY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN- HE SO IABILITY AND USE OF THI . FL 331144 O:SI COKP Ell FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of TWE BUILDING DESIGNER, PER 24. ON JREF - IRZ7081-ZIO Haints City, FL Carfficate o(Andictrizefian 4 561 ANSI/TPI 1-10" SECTION 2. CnCqA_n11 ')Qalh - &A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N :T2, T3 2X4 SP 2400f-2.OE: Bot chord 2x4 SP #2 N Webs 2X4 SP #3 :W4, W6, W8 2X4 SP #2 N: (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. Bricing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load Is 1.00. SX5(A2) _= 120 mph wind, 12.68 Tt mean hgt, ASCE 7-98, CLOSED bldg. Located, anywhere In roof, CAT 11. EXP B. wind TC DL-5.0 psT, wind BC DL-5.0 Psf- I (A) IX4 #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. In lieu Of structural panels or rigid ceiling use purlins: to brace TC @ 24- OC, BC @ 24- OC. WARNING: Furnish a copy of this DWG to the Installation contractor. Special care must be taken during handling, shipping and Installation of trusses. See "WARNING" note below. SX8 =_ 2X4 I 6H� 5X8=— ZX4 M bAt) M JAU 5Xb (AZ) =_ +9- 4-0 A4 1-0-0 40IN' 13-0-0 - 24-0-0 J_ 13-0-0 —1 50-0-0 Over 2 Supports R-1904 U-574 W-8- R-1904 U-574 W-8* 00 Scale —.125"/Ft. PLT TYP. Wave TPI-95 Design C 6.13 QTY:2_ Hl/-/I/-/E/-/- S TC LL 20.0 PSF REF RO81--88941 -WARNING-- INU SES REOUIRE EXTREME Car 1. .111. r. INSTALLING AND BRACING. REFER TO 018-91 (HANDLING ISSIALLIAS AND BRACING). RUStISMEO By TPI (TRUSS PLATE INSTITUTE, $83 D'OROF4IO DQ_ SUITE ZOO, MADISON. 111 53719). FOR SAFETY PRACTICES PRIOR TO TC DL 7.0 PSF DATE 01/06/03 PE:FORMINS TOESESFUSAC IT &Ills UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ST UCTUR AL N a SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. P PANEL BC DL 10.0 PSF DRW HCUSROBI 03006271 IMPORTA" I F6.1110S.DA COPY OF THIS DESIGN TO 701 INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT Of 2ESPORSIRLE FOR ANY DEVIA710M FRO" THIS DESIGN: ANY FAILURE 10 BUILD THE TRUSSES in CONFORMANCE WITH IPI; Oil FABRICATING. HANDLING, SHIPPING. INSTALLING AND BC LL 0.0 PSF HC-ENG JWC/WPF BRA, ISIONS OF KOS (NATIONAL DESIGN CIp& OF I jISSES. Tills DESIGN CONFORMS VITH APPLICABLE PROW ALPINE SPEC IF ICAT I OR PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI_ ALPINE CONNECTORS AftE,MAOE Of 206A ASTH ASS3,GR40 GALY. STEILi EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 37.0 PSF SEON - 34820 SS. AND UNLESS OTHERW SE EDE ATED 01 N ECTORS PER E C, FACE OF 1 0 1 S DESIGN, POSITION COIN ORKNINGS 160 A-Z ' IRE SEAL 01 1 81 S DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR . FAC. 1.25 FROM MGK Alpme FngmccrCJ PrOdllctfi, JEW RESPONSIBILITY Sol fiYIFORL7HE TRUSS COMPONENT DESIGN SHOWN. THE SUITA9IIITV,AND USE OF Tills SPAC I NG 24. 0" JRFF - IRZ7081 ZIO HainmCity,F], 33844 COMPONENT FOR ANY PAR ICU AR BUILDING IS IN[ RESPONSIBILITY Of TUE BUILD116 DE IG41R. PER FIL Cartificate OfAudwnzattan # 567 ANSI/TPI 1-1995 SEC1102 Z. 60624-013 2361A - A3 .— .cniocn ronu rnMV11T;7Q THOU (I OADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :WIO, W12 2X4 SP #2 N: (A) or scab bracing may be used In lieu of CLB bracing. substitute (1) scab for (1) CL8 and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with O.I28x3' gun nails @ 6' OC. Deflection meets L/240 live and L/180 total load. Creep Increase factor �Tor dead load Is ].DO. ITRUSS MAY NOT BE INSTALLED END FOR END. 6X6 =_ 3X8 =_ 6X6 =_ 120 mph wind, 12.18 TL mean hgt, ASCE 7-98, CLOSED bldg, Locatecr anywhere in roof, CAT 11, EXP 8, wind TC DL=5.0 psT, wind BC OL-5.0 PS . f. I (A) IX4 #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. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24- OC, BC @ 24- OC. WARNING: Furnish a copy of this DWG to the Installation contractor. Special care must be taken during handling. shipping and installation of trusses. See "WARNING* note below. 6X6 =_ - r-I 2X4 III 2X4 M bXb 3X6 (Al) =_ 6X6 =- :�j + 9-4-0 f A'* IS 3X6 (Al) =- 1-0-0 1-0-0 13-0-0 9 - 10 - O---�-j 11-0-0 -1- 28-0-0 11-0-0 - 50-0-0 Over 4 Supports R-400 U-180 W-8" R-746 U-200 W-8" R-1747 U-519 W-8* R-915 U-294 W-8* Note: All Plates Are W3X4 Except As Shown. T TYP. Wave TPI-95 Design Crit: TPIjSTD ALPINE Ahine En&mvd Products, Irw. I Haim City. FL 33844 6.13 O;;- - j a- _i; -;I i ____ ___ L - - C rN': REF ' --ii (HAND ISO INSTALLING ADD SlikCIM, PU911SUCO By TPI (TRUSS PLATE INSTITUTE. 583 D'OKOFNIO DR.. SUITE 2 MADISON. U1 63710). FOR SAFETY PRACTICES PRIOR TO I I I PE:FORMING INESI FUNCTIONS. DOLE SS OINE Se So, CATED TOP CROSO SMALL SAVE PROPERLY ATTACHED ST UC7 URAL A LS. BOTTOM CHONG SMALL HAVE A PROPERLY i7IACHED RIGID CEILISS, -IMPORTAN I :-NE FURNISH A COPY OF I N IS BEST GO TO THE INSTALLATION CONTRACTOR. A.LPIWI ENGINEERED PRODUCTS. I:C.SSUALL COT Of RESPONSIBLE FDA ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 :"' LO TO( I US IS 11 4FORMAICE WITH IFI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND IAC I as OF I "SSE1. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF INDS (SATIOSAL DESIGN S11C.FICATIO: PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CO*XECIORS ARE MADE Of 2064 AST" A663 SR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO JACK FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED OR THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 k-1. IRE SEAL 0% THIS DRAWING INDICATES ACCEPIANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOW'. THE SUITABILITY ASO USE OF THIS CCHIPORE111 FOR ANY PARTICULAR BUILDING 15 THE RISPONSIBILIly Of I ME 0 GILDING DE S IGNEX . PER ANSI/TPI 1-199S SECTION 2. : I HI/-/1 TC LL TC DL 8C DL BC LL TOT.LD. I DURJAC. F SPACING t C t - I - 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 i4 _V 0 _�> Scale REF R081--88942 DATE 01/06/03 �_RW NC-USR081 03006272 HC-ENG JWC /WPF SEON - 3i819 FROM MGK JREF - IRZ7081—ZIO (50624-013 2361A - A3A) Top chord 2x4 SP #2 N J2, T3 2x4 SP 2400t-2.OE: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4. W6, W8. WIO 2x4 SP #2 N: �I In Ileu.of structural panels or r1gid ceiling use purl1ns: t I o brace TC @ 24- OC, BC @ 24- OC. IWARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See 'WARNING" note below. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFR. 120 mph Wind, 12-18 ft mean h9t, ASCE 7-98, CLOSED bldg. Located anywhere in roof, CAT 11, EXP B, wind TC DL=5.0 Psf, wind BC DL=5-O Psf- I Deflection meets L/240 live and L/180 total load. Creep increase factor Tor dead load is 1.00. 5X8 =— 3X4 =— 6X6 —= 3X4=— . 5X8 —= Z:4 + 9-4-0 2X4 M 3X4 ia 6X6 3X8 6 X 6 3X4 IX4 I SXS(A2) 5X5 (A2) =- 1-0-0 1-0-0 11-0-0 —1- 50-0-0 Over 2 Supports- R-1904 U-577 W-8" R-1904 U-577 W-8" TYP. Wave TPI-95 AALPINE �� Alpinc Faghtezred ProducK Inc. Bm= City, FL 33844 FL CaMficaft of Aut1hanzabon ft 567 Desiqn Crit: TP 6.13 ------- ------- — -I--- - BRACING. REFER TO 019-91 (MANDLING INSTALLING AND.111ACINI) POOL I 5"10,1�,Y 1.11. 111,11111 IIAIE IN ST I TW11. 683 V010FRIO DO., SUITE 200- MADISON- 1 5 " I FOR SAF Y P 'ICE PRIOR TO PERFORMIN.S YKESEFUNCTIONS. UNLESS DYNE 'W IS[ INDICATED. TOP CHORD SNALL,,NAVE.PROPERLY ATTACHED SIR OCT OR L P NEL . 0110H CHORD SHALL HAVE A PROPERLY A77ACRED RIGID CE , INS of ENGINEERED ,*IMPOATANT FUR ISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPI PRODUCTS, 1*�C. SHALML U07 61 RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ,RACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED by THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CON:ECIORS ARESHADE OF 20SA ASIN A663 SR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EAC FACE OF I USS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER DRAVINGS 160 A-1. IKE SEAL ON THIS ORAWING I&DICATES ACCEPTANCE OF PROFLSSIOAAL ENGINEERING I ESPONSIBIL17Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOM THE SUITABILITY AND USE OF THIS C014PONEXI FOR ANY PAITICuL AN BUILDING 15 YOE RESPONSIBILITY OF JOE BUILDING DESIGNER. PER ANSI/IP 1 1 -19, 6 SE CT I oil 2. QTY:1 TC LL 20.0 PSF TC DL 7.0 PSF BC DL BC LL 10.0 PSF 0.0 PSF TOT.LD. 37.0 PSF DURJAC. 1.25 0 SPACING 24.0" M N-s Scale -.125"/Ft. REF R081--88943 DATE 01/06/03 �—RWHCUSRO81 03006294 HC-ENG JWC/WPF SEON 34829 FROM MGK JREF IRZ7081-ZIO bOb24-013 ZJbIA - Tuic nua oDrDADrn rDnm rnMP11TF0 INPUT 1IOADS & 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 :W7, W9 2x4 SP #2 N: (A) or scab bracing may be used In lieu of CLB bracing. subs,t1tute (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. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. ITRUSS MAY NOT BE INSTALLED END FOR END 3X6 (Al) =- 120 mph wind, 11.68 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere In roof, CAT 11, EXP B, wind TC DL-5.0 pSf, wind BC DL—S.O psf. (A) IX4 #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. In IIeU Of structural panels or rigid ceiling use purlins: to brace TC 24' OC, BC @ 24* OC. WARNING: furnish a copy of this DWG to the Installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING' note below. 6X6m 3X8= 6X6 =_ 2X4 III 6X6 ;-- ZX4 IN 6X6 _= LA4 19 3X4 =_ 3X6 (Al) =- 1-0-0 1-0-0 -'Ar 13-0-0 lo-1-10--.j -0-0 9-0-0 32-0-0 9 DO! 50-0-0 Over 4 Supports I R-496 U-198 W-8* R-637 U-180 W-8- R-1739 U-515 W-11.313- R-936 U-307 W-8" PLT TYP. Wave TPI-95 = ALPINE Z4 Alpine Fjqbu=td products, Im. I IW= City, Fl. 33M FL Cerfificau ofAudmization # 567, siqn Crit: TPHSTD 6.13 BRACING. REFE R To fll&-91 (HANDLING INSTALLING AND GRACING). PUBLISHED By 1PI (TROSS PLATE I *$I I TOTE. 693 D'OKOFRIO DR.. SUITE 200. MADISON. NJ 63719). FOR SAFETY PRACTICES PRIOR TO PI.FORMIJ16 THESE FUNCTIONS. UNLESS OTHERWISE I:OICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. $0170" CHORD SHALL WAVE A , PERLY ATTACHED 2109 CEILING. .IMPORTA T' N FUN 1 158 A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODVCIS. I SMALL 1101 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO :It I I TRUSSES 11 CONFORMANCE WITH YPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND .U.81 NG"OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN SP CIFICATION PUBLISHED By THE AXE it ICAN F OREST AND PAPER ASSOCIATION) AND TPI. AIPI I CONNECTORS ARE MADE OF ZOSA ASTH A663 SR40 G&LV. STEEL. EXCEPT AS NOTED. APPLY CON:ECTOAS TO EACH FACE OF TRUSS. ABC UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 k-1. ]HE SEAL 04 IRIS DRAWING INDICATES ACCIPTAICE OF PROFISSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TOE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 IRE RESPONSIBILITY OF TH[ BUILDING DESIGNER, FIR ANSIJIPJ 1-1996 SEE7101 2. + 9-4-0 0TY:1 HI/-/I/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF 77)# TOT.LD. 37.0 PSF DUR.FAC. 1.2S SPACING 24.Ox FAIRA ag LE Scale -.125"/Ft. REF R081--88944 DATE 01/06/03 DRW HCUSROBI 03006273 HC-ENG JWC/WPF SEON - 34818 FROM MGK JREF - IRZ7081—ZIO kn&9A-nI1 9191A - A9A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #I Dense Jl, T5 2x4 SP #2 N: Bot Chord 2x4 SP #2 N :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 Calculat.ed horizontal deflection Is 0.14- due to live load and 0.12* due to dead load. Deflection meets L/240 Me and L/180 total load. Creep Increase factor for dead load is 1.00. 120 mph wind, 11.68 ft mean hgt, ASCE 7-98, CLOSED bldg, Located' anywhere in rooT. CAT 11, EXP B, wind TC DL-5.0 psr, wind BC oL-5.0 psT. I In Ileu of structural panels or rigid celling use purllns: to brace TC @ 24* OC, BC @ 24' OC. WARNING: furnish a copy Of this DWG to the installation contractor. Special care must be taken during handling, shipping and Installation of trusses. See "WARNING' note below. 5X8 m 3X4 =_ 6X6 =_ 3X4 =_ 6X6 =— 5X8� 2X4,0 3X4 6X6 1k8 HS412 4X 6X6 5XS(A2) =— SX5 (A2) =_ 1-0-0 1-0.0 �w 1— 9-0- 50-0-0 Over 2 Supports R-1904 U-579 W-8* Str YALPINE 4 Alpi- FL Cesuficaw of Authanzahm N 567 TPI-95 Desiqn Crit: TPHS 6.13 INSTALLING AND BRACING). PUBLISHED By TPI JTRVSS PLATE STIIOTE. 683 D'OKOFRIO DR.. S917E 200, MADISON, V1 63119). FOR SAFETY PRACTICES PRIOR 10 11 HAVE PROPERLY ATTACHED INFORKISS THESE FUMCTIONS� UNLESS OTHERWISE INDICATED. TOP CHORD SMALL ,!IUCTUAAI PANELS. II0170H CHORD SHALL HAVE 4 PROPERLY ATTACKED RIGID CEILING- R1 IMPORTANT— FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM INIS DESIGN; ANY FAILURE 10 BUILD INC TRUSSES IN CONFORMANCE MITI IPI: OR FABRICATING. HANDLING. SHIPPING- INSTALLING AND so ACING OF TRUSSES ' T:ISDESIGN.CONFGRMS,VlfH, APP1,1CABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICA710M PUBLISHED Y HE ARE IC th FOR ST NO PA ER ASSOC JAI 100) AND TPI� ALPINE CONNEC TONS ARE KADE OF 28GA ASIN A6S3 6240 rAIV. STEEL. EXCfPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF I R USS. AND OIL E SS OT HIERV I SE L OCAT I D ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A 1. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESPO :S1 0 ILOI TV Sol Ei Y Foil THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF IBIS IONPO ENT F R ANY PARTICULAR BUILDING 15 IRE RESPONSIBILITY OF ]HE BUILDING DESIGNER. PER ANSIJTPI 1-1995 SECT ION 2 . +9- 4-0 R-1904 U—S79 W-8* TC L L 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF _fOT. LD . 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" M � - M. A, Scale —.125"lFt. REF R081--88945 DATE 01/06/03 DRW HCUSRO81 03006274 HC-ENG JWC/WPF SEON - 34830 FROM MGK JREF - IRZ7081—ZIO I c nut nnrDiorn rDnm rnmoi1TFQ TNPI1T [I OADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (50624-013 2361A - AIAG) Top chord 2x4 SP 240OT-2.OE J2, T6 2x4 SP #1 Dense: Bot chord 2x6 SP #2 N :B2, 63 2x6 SP 2400f-2.OE: Webs 2x4 SP #3 :W2, W8 2x4 SP #2 N: kLt Wedge 2x4 SP #3: SPECIAL LOADS ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.-I-25) TC - From 54 PLF at -1.00 to S4 PLF at 51.00 Be - From 20 PLF at 0.00 to 20 PLF at SO.00 BC 4255 LB Cone. Load at 15.54 BC 168 LB Cone. Load at 30.94, 32.94, 34.94, 36-94, 38.94 40.94 BC - 742 LB Cone. Load at 43.00 Calculated horizontal deflection is 0.16, due to live load and 0.14' due to dead load. (A) IX4 #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. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24 OC, BC @ 24' OC. 4 X 8 4�p Calculated vertical deflection is 0.78* due to live load and 0.65- due to (lead load at X - 26-4-1. 12X14 o 2X4 N 8X1O 6 4X6 (0) HS2510(0) - 2X4 M HS816 BXID 8X8= B3 4X8 m 2 Complete Trusses Required NAILING SCHEDULE: (0.128x3.0-g-nails) TOP CHORD: I ROW @ 12" o.c. BOT CHORD: I ROW @ 12* O.C. WEBS : I ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 120 mph wind, 15.00 ft mean h9t, ASCE 7-98, CLOSED bidg, not located within 4.50 ft from roof edge, CAT 11. 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) CL8 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. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load Is 1.00. WARNING: Furnish a copy of this DWG to the Installation contractor. Special care must be taken during handling, shipping and Installation of trusses. See 'WARNING" note below. 2X4 10 3X8- HS612 =_ 2X4 M 08 (B3) =_ W"10 * 9-4-0 4X8 N 2X4 M R-4586 U-2724 W-8" i-o-o R-5228 U-2713 W-8' 1-0-0 7-0-0 -1- 8-4-0 -1- 7-2-0 -1- .7-2-0 -1- 13-4-0 -1- 7-0-0 -1 r__ 50-0-0 Over 2 Supports & PLT TYP. Hiqh Strenq h,Wave TPI-95 Design STD) 6.13 �rii T Scale -.125'/Ft. -WARNING.- 1kVSSES KOSIRE EXTREME 1;W 1. 11EICIAGN, HANDLING. SHIPP10r, INSTALLING AND TC LL 20.0 PSF REF R081--898 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 683 D'GUFAIO DR., SUITE 200, MADISON. NY 63719). FOR SAFETY PRACTICES PRIOR TO TC DL 7.0 PSF - DATE 01/08/03 PE ST:FORM INS THESE FKNCTIONS. UNLESS 07HERWISE INDICATED. 70P CHORD SHALL HAVE PROPERLY ATTACHED UCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ENGINEERED BC DL 10.0 PSF DRW HCUSRO81 03008102 -*IMPORTANT-- FUR41SH A COPY OF IBIS DESIGN TO TRE INSTALLATION CONTRACTOR. ALPINE P ODUCIS. INC. SHALL 101 BE RESPONS LE DEVIATION F RON DESIGN; ANY FAILURE TO R 1: INSTALLING ASO 0.0 PSF HC-ENG JWC/WPF TPFIO:R(MANYFARRICAT INS. it LINIS BUILD T14E TRUSSES IN CONFOMANCE HIT AND INS. SHIPPING. BRACING Of TRUSSES T:ISJDESIC.* CONFORMS WITH APPLICABLE PROVISIONS OF US (NATIONAL DESIGN 234 BC LL ALPINE SPICE FIr AT I ON PUBLiSHIO Y HE AMERICAN FOREST AND PAPER ASSOCIATION) AND YPI. ALPINE W TOT. LD. 37.0 PSF SEON 35562 CORRECT OHS AN E MADE OF 206A ASTH A663 G140 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH V kCj OF I ROSS. AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER FROM MGK DRAWINGS 160 A-Z. THE SEAL 01 1015 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. 1.25 Alpine Engkc=d products, Ine RESPO SIBILITY 5 IELY F H USS COMPONE117 DESIGN SON THE SUITABILITY AND SE OF INI S Y OR H VIL a S E U. Ek OKPOZ FOR No PAR ICULTAIIESTRILDING IS THE RESPONSIBILITY OF I E 0 DI 6 DE IGN R P I A I SPAC I NG SEE ABOVE JREF IRT908EZ14 Haim City, Fl. 338M C R. Catificaft ofAinhorization 9 567 ANSI/IF] 1.1996 SECTION 2. 0624-013 2361A - AIG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR- Top chord 2x4 SP #1 Dense JI, T6 2x4 SP V N: :T5 2x4 SP 2400f-2.OE: Bot chord ?x4 SP 12 N Webs 2X4 SP #3 :115. W7, W9 2x4 SP J2 N: SPECIAL LOADS ...... (LUMBER DUR.FAC.-I.25 / PLATE DUR.FAC.—I.25) TC From 54 PLF at -1.00 to S4 PLF at 51.00 BC From 20 PLF at 0.00 to 20 PLF at 50.00 TC 166 H Conc. Load at 7.06, 9.06, 11.06, 15.06, 17.06 19.06, 21.06. 23.06, 28.94, 30.94, 32.94, 34.94, 36.94. 38.94 40.94, 42,94 TC:- 165 LB Conc. Load at 26.94 BC 465 LB Conc. Load at 7,00, 43.00 BC 75 LB Conc. Load at 9.06, 11,06, 15.06. 17.06, 19.06 21.06. 23.06, 28.94, 30.94, 32.94. 34.94, 36.94, 38.94, 40.94 82 L8 Conc. Load at 26.94 (A) IX4 #3 HEM -FIR or better continuous lateral bracing to be equally 5paced, Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. De . flection meets L/240 live and L/180 total load. Creep increasefactor for -dead load is 1.00. 2 Complete Trusses Required NAILING SCHEDULE: (0.1280.0-9—ndi"IS) TOP CHORD: I ROW @ 12" O.C. BOT CHORD: I ROW @ 12" O.C, WEBS : I ROW @ 4" O,C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 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 8, 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 0.1280" gun nails 0 6" OC. In lieu of structural panels or rigid ceiling use purlins: to brace TC 0 24" DC, BC 0 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation Of trusses. See "WARNING" note below. TRUSS MAY NOT BE INSTALLED END FOR END. 6X6 5X8 W� 6X6 6X6 Co- ri 2X4 M I S 3X6 (Al) = 6X6 =— 3X4 bXbm 6X8 =_ 3X6(Al) 9-4-0 Z4 AIG 2X4 N 1-0-0 1-0-0 12-1-10---j 13-0-0— 36-0-0 7-0-0 —1- 50-0-0 Over 4 Supports R-676 U-213 W-8* R-2214 U-1032 W-8* R-3939 U-2004 W-11.313' R-1868 U-794 W-8* PLT TYP. Wave TPI-95 ",,,N�tsi_qn_1rit: TPI(ST 6.13 OTY: Hl/-/l/-/E/-/- Scale —.125'/Ft. IRE XTRE.E CARE 11 FAKKKAJIUM. TC LL 20.0 PSF REF R081--88947 WARNING- PaNOLING. SHIPPING, INSIAL119b AID ONAC 106. REFER TO 010-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE INSTITUTE. 683 D'OMOFRIO DR.. SUITE 200 A $01 1 531119). FOR SAFETY PRACTICES PRIOR TO 7.0 PSF DATE 01/06/03 ENjIN DI TC DL E R I ION 5 UNLESS OYU SE 1 4014170. TOP CHORD SHALL HAVE PROPERLY ATTACHED VCTV&kt OM PST :FO %INS P1BHEESFU:C7 I i*O*D SHALL NAVE A PROPERLY ATTACHED 11610 CEILING- ALPINE ENGINEERED PL 10.0 PSF DRW HcusRosi 0300627S MPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL If folk AN ION F ON PRODUCTS. INC. SMALL NOT BE RES O:SIB Y OEVIAT A THIS DESIGN: ANY FAILURE TO 10 C "A P 11, P ON I G. 0.0 PSF HC-ENG JWC/WPF. :JUILD IRE TRUSSES ONFOR ICE 1 7 1; FABRICAT 0 HANDLING, SHIPPING. INSTALLING AND BC LL tA ING S (NATIONAL DESIGN C . Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 80 ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI. ALPINE 37.0 PSF SEON - 34849 Y� CONNECTORS ARE HAD, OF ZO&A ASTH A663 "40 GAIV STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.LD. - POSITION CONNECTORS PER EACN FACE OF TRUSS . AND UNLESS OTHERWISE LOCATED 08 THIS DESIGN D%hWI%fiS 160 A_ 2. 1 Of SEAL ON ]HIS DRAWING IRDICAIES AC CEPIkICE OF PROFESSIONAL ENGINEERING DUR . FAC . 1.25 FROM PF AlpinC En&zcmd Products, Inc. R ESPOAS'19ILITYASOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AID USE OF THIS — SPACING 24 . 0" JRFF - 1RZ7081—ZlO Hainn City; R. 33M4 'OnPORE I FOR my PARIICULAA BUILDING IS IRE RESPONSIBILITY OF IN[ OVILDINS DESIGNER, PER ITT r�ir,,.1..fAnd-6zfiM#S67 ANSIJTPI 1-199S SECTION I. (bUbZ4-QI3 ZJbIA - 63 T11C n— nnrniDcn ronm rnMO11TCT? TMP11T nnAng & nIMFNS10NS1 SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 �In lIeu.of structural panels or rigid ceiling use purlins: to brace TC @ 24- OC, BC @ 24- OC. 4X4 =- 0-6-3 3X4 120 mph wind, 12.01 Tt mean h9t, ASCE 7-98, CLOSED bldg, not loeated of edge, CAT 11, EXP 8, wind TC DL=5.0 psf. wind within 4.50 Tt from ro BC DL-5.0 psf. Deflection meets L/240 live and L/180 total load for dead load Is 1.00. Creep Increase factor /B3 * 9-4-0 10-0-0 10-4-0 20-4-0 Over 2 Supports R-747 U-231 W-4* R-812 U-292 W-8" PLI TYP. Wave TPI-95 Crit: TPI(STD) 6.13 QTY:5 HI/ -/l/-/E/-/- _�cqle —.3125"/Ft. ss(sjE&qxgn —WARNING" IRU' IRE TREME CARL 11 FAURILATION. HANDLING. SHIPPING, INSTALLING AND TC LL 20.0 PSF REF RO81--88948 BRACING. EFER TO MID-91 (MAXDLING INSTALLING AND BRACT"). P09LISSED By TP I (TftVSS PLATE I'STITVIE. 693 D'OXOFRIO OR., SUITE 280, MADISON. 01 63719). FOR SAFETY PRACTICES PXIOA TO TC OL 7.0 PSF DATE 01/06/03 ":FORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 70P CHORD SMALL NAVE PROPERLY ATTACHED ST UCTVRAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 21610 CEILING. ENGINEERED P BC DL 10.0 PSF DRW HCUSR081 03006276 -;IIKPORTANT-- FURNISH A COPY OF THIS DESIGN 10,70( INSTALLATION CONTRACTOR. ALPINE tOOGC7S. I NC. SMALL NOT BE AESPOVS19LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE =A�� :Qt I I TR:SS S IN CONFORMANCE VITO TPI: OR FABRICATING HANDLING. SHIPPING. INSTALLING AND RACOINSHOF I USSES. D S WITH APPLICABLi PROVISIONS OF HIS (NATIONAL DESIGN STRE SAIGERCIONAIFIOBNORE BC LL 0.0 PSF HC-ENG JWC/WPF SPECIFICATION POOL I SHEDT:Yj SY AND PAPER ASSOCIATION) AND IPI. ALPINE aR4O DALY. STfEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 37.0 PSF SEON 34812 CONNECTORS ARE MADE OF 206A ASTH A663 , EACH FACE OF Tit AND UNLESS OTHERWISE LOCATED 09 THIS DESIGN, POSITIO*,CQN ECTOO PER DRAWINGS 160 k-USS- IN I SEAL ON THIS ORAVIkG INDICATES ACCEPTANCE OF PROFEMIONAL :ENSINEERING SHOWN THE SUITABILITY "IT of Of TNT$ DURJAC. 1.25 — FROM KC Alpine Ensincered Products, Ino. HairAs QW. Fl, 338M RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN CORPONEII FOR ANY FARIICULkk BUILDING IS THE RESPONSIBILITY OF THE PER SPACING 24. ON JREF IRZ7081—ZlO FL CarffMft of AndUXinfiCe # 56-7 ANSI/TPI 1-1995 SECTION 2. T.ic nur Darotorn rQAM rnMPtITFR INPUT flOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (50624-013 2361A - Top chord 2x4 SP #1 Dense J2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2X4 SP #3 In 11eu.of structural panels or rigid ceiling use purlins: to brace TC @ 24' OC, BC @ 24' OC. 0-6-3 1 _F 3X4 ( 4X4 =— 4X6- 120 mph wind, 10.35 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B. wind TC DL-5-0 Psf, wind. BC DL-5.0 psf. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load Is 1.00. T2 6 r— 6 A"- 0- 0 -y- - BI) 3X4 za— 5X5=— 2X4 (Al) WE 8-8-0 2-8-0 —9-0-0 20-4-0 Over 2 Supports i R-747 U-208 W�4* R=812 U-267 W-8* 0-7 PLT TYP. Wave TPI-95 tsi 6.13 OTY: Hl/-/I/-/E/-/- -Scale —.3125"/Ft. D A,_ IS TC LL 20.0 PSF REF R081--88949 gn Crit: TPI SSCS RUB EME CARE 11 FABRIEA11F.�PaNDLING, SHIPPING. INSTALLING AND (.AMDL1.1 INIIAILI.r AND BRACING) - PUBLISHED BY TPI (TRUSS PLATE ,:ACIN IR _6A I ':jI. 93 D'ONOFRIO DR.. $9111 280, MADISON- UI 63710). FOR SAFETY PRACTICES PRIOR To 01/06/03 S E PROPERLY ATTACHED TC DL 7.0 PSF TE PERFOAM196 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL MAJV'r STRUCTURAL PANELS. 90710H CW40 SMALL HAVE A PROPERLY ATTACHED RISID CEILI . IMPORTANT— FURNISH A COPY OF THIS DESIGN TO IKE IRSTALLATIOS CONTRACTOR. ALPINE EIGINE(Itto BC DL 10.0 PSF DRW HCUSR081 03006277 PA *DUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRO* THIS DESIGN: ANY FAILURE TO BC LL BUILD THE TRUSSES IN CONFORMANCE WITH 7PI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND 0.0 PSF HC-ENG JWC/WPF BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISI ON OF 405 (NATIONAL DESIGN ALPINE SP C I FICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION)SANO TPI. ALPINE 37.0 PSF SEON 34811 COINECCTORS ARE MADE OF 20" AST" As 63 M40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. LO. EACH FACE OF TRUSS. AND VALE $5 01 HE AN I SE L DCATED 01 THIS DESIGN, POSITION CONNECTORS PER OR AWINGS 160 A-Z. IRE SEAL ON IMIS DRAWING INDICAUS ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR. FAC. 1.25 FROI GK Alpine Fxgb=rcd Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AIM USE OF THIS Haim CO. FL 33844 CWOKEKT FOR ANY PARTICULAk BUILO116 IS ]HE RESPONSIBILBY Of IN[ BUILDING OkSIGNER, PER SPACING 24.0" JREF IRZ7081—ZIO FL Cejtj� of AaffiarinticV, # 567 1 ANSI/JPI 1-1995 SECTION 2. (50624-013 2361A - BIG) Top chord 2X4 SP #1 Dense J2 2x4 SP #2 N; Bot chord 2x4 SP #2 N Webs 2x4 SP #3 IIn lleu-of structural panels or rigid ceiling use purlins: to brace TC @ 24- OC. BC @ 24- OC. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFR. 120 Mph wind, 15-00 ft mean hgt, ASCE 7-98, CLOSED bldg, Loca7te7d' �f anywhere in roof, CAT II, EXP 8, wind TC DL-5.0 pSf, wind BC DL-5.0 PS I f. #1 hip supports 7-0-0 jacks with no webs. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load Is 1.00. 4XBm 2X4 M 4X8� 3X8(81) m I I /1-21 VIG * B-0-0 IL�o li�o 7-0-0 6-8-0 7-0-0, 20-8-0 Over 2 Supports— R-1554 U-608 W-8" R-1554 U-608 W-8" PLT TYP. Wave TPI-95 D Crit: TPI(STD) 6.13 QTY:1 Hl/-/-l/-/E/-/- Scale —.3125'/Ft. gs,i -- --88950 ,,, gn "ARNI SSES RE EKE CARL IN PAPRILA11011. SADDLING. smirplys. INSTALLING ASO TC LL 20.0 PSF REF R081 BRACING. REFER TO HID-91 (HANDLING INSTALLING AND.11ACIRI) (TRUSSIPLATE 01/06/03 �7,j).PUBLj$UFD BY In STITUTE, $83 D'ONOFRIO DR.. SUITE 200, MADISON. 6 FOR SAFETY PRACTICES PR OR TO "I ORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 PSF DATE ":FORMING TOESE,FUNCTIDNS. UNLESS OTHERWISE INDICATED. 70P CH $I UCTURAL P ft . OTTON CHORD SHALL HAVE A PROVENLY A77ACKED RIGID CEILINS. ..INPORTA T-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED - BC DL 10.0 PSF DRW HCUSRO81 03006278 N MC ANY FAILURE 10 -4 PRODUCTS. I . SUALL NOT of RESPONSIBLE FOR ANY DEVIA710M FROM THIS DESIGN; R ILD THE TRUSSES IN CONFORHIANCE WITH 7PI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BC LL 0.0 PSF HC-EWG JWC/WPF NUACISS OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ALPINE SPEC I FICA11011 PUBLISHED BY THE ANERICAX FOREST AND PAPER ASSOCIATION) AND TPI- ALPINE 34844 CONNECTORS ARE MOE Of ZOGA ASTH A663 GR40 SAIV. STEEL. EXCEPT AS UOIED. APPLY CONNECTORS TO TOT.LD. 37.0 PSF SEON - EACH FACE OF IRUSS, AND ONIESS OTHERWISE LOCAI I D ON IBIS DESIGN. POSITION CONNECIORS PER FROM MGK DRAWINGS 160 A-1. IK SEA1 ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING DUR. FAC. 1.25 Alpine Engineerad Pro&ots, 100. RESPO SIBILIIY SOLELY FOR THE TRUSS CO#1PO1IFNT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS C N SPACING SEE ABOVE' JRfF - IRZ7081-ZIO Haim City, Fl, 33M4 OKPOKIV FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING Of SIGNER, PER FL Cartificaft ofAxAhafizabon # 567 ANSI/JPI 1-1996 SECTION 2. C�AA9A-nll ?ARIA - FAII THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 SP 2400f-2.OE Bot chord 2x6 SP 240OT-2.OE Webs 2x4 SP #3 :W2, W4 2x4 SP #2 N: SPECIAL LOADS ------ (LUMBER DUR.FAC.—I.25 / PLATE DUR.FAC.—I.25) TC From 54 PLF at 0�.00 to 54 PLF at 13.92 Be from 20 PLF at 0.00 to 20 PLF at 13.92 TC 609 LO Cone. Load at 0.65, 2.65. 4.65. 6.65 Be 566 LB Conc. Load at 1.98, 3.98. 5.98, 7.98 BC 616 LB Conc. Load at 8.65, 10.65, 12.65 BC 557 LB Conc. Load at 9.98, 11-98 End verti'cals not exposed to wind pressure. In lieu of structural panels or rigid ceiling use purlIns: to brace TC @ 24' OC, 8C @ 24" OC. Truss must be installed as shown with top chord up. T 3-4-0 1 6X6 -= 3X4 III R-4436 U-2113 W-8" TPI- ALPINE Alpine Inc. ITT, Carbficaft of Auffimzabm 0 567 2X4 III 2 Complete Trusses Required NAIL ING SCHEDULE: (0.128x3.0—g—nails) TOP CHORD: I ROW @ 8' o.c. BOT CHORD: 1 ROW @ 4' o.c. WEBS I ROW @ 4" O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. i2o mph wind, IS-00 Tt mean h9t, ASCE 7-98, CLOSED bldg. not located within 4.60 ft from roof edge, CAT 11, EXP B, wind TC DL-5.0 PST. wind Be DL-5.0 pSf- Deflection meets L/240 live and L/180 total load, Creep increase factor Tor dead load is 1.00. The TC of this truss shall be braced with attached spans at 24' OC in lieu of structural sheathing. 4 X8 =- 13-11-0 Over 2 Supports -1 R-4255 U-2057 i t: TP 6.13 ------- ----- — - - REFE TO 010-91 (HANDLING INSTALLING AND GRACING)- PUBLISHED By 7 P, (TA USS PLATE SUITE 200. MADISON. HE 63719). FOR SAFETY PRACTICES PRIOR TO I "i E . 31SIT11. 69R3 9,OsOFRIo ot.. PERFORMING THESE FUNCTIONS. UNLESS OTHERVISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCYOR AL P AN EtS. 90TTON CHORD SMALL RAVE A PROPERLY ATTACHED RIGID CEILING. .18PORIANT;Z. FURMISM,A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PAODOCTS. I SHALL 10 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES To CONFORMANCE VITH IPI. 02 FABRICATING. HANDLING. SHIPPING, INSTALLING ARID BRAC I NG OF TRUSSES. THIS DESIGN CONFORMS MIT% APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY ]BE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2O&A ASIN A663 SR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AMC UNLESS OTHERWISE LOCATED 02 THIS DESIGN. POSITION CONNECTORS PER DRAVIKS 160 A-Z. IRE SEAt 01 IRIS DRAWING. INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 9 (SPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. IK SVIIABILITY AND USE OF THIS PER COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPDXSIBILITY OF ]HE BUILDING DESIGNER. ANSI/TPJ 1-199S SECTION 2. 1 61 3-4-0 t+ 9-4-0 Y:1 HII-111-IEL --J-- Scale -.375"/Ft. TC LL 20.0 PSF REF R081--B8951 TC DL 7.0 PSF DATE 01/06/03 BC DL 10.0 PSF DRW HCUSR081 03006279 BC LL 0.0 PSF HC-ENG JWC/WPF TOT.LO. 37.0 PSF SEON - 34850 -DUR.FAC. 1.25 FROM MGK SPACING 24.0" JREF - 1RZ7081-ZlU TUIC nun PQFPARfn FWIM (.f)HPIITFR INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (bUbZ4-UIJ ZiblA - VZ) 120 mph wind, 11.14 Tt mean hgt, ASCE 7-98. cLosED blag, not locAted lop chord 2x4 SP #2 N within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL—S.0 pSf, wind. Bot chord 2x4 SP #2 N Webs 2x4 SP #3 BC DL-5-0 psT. In Ileu.oT structural panels or rigid ceiling use purl1ns: to brace TC @ Deflection meets L/240 live and L/180 total load. Creep increase factor 24* OC, 8C @ 24" OC. for dead load is 1.00. 5X50 04 =— 5X5ft 3.96 r—AX4=— ---1 3.96 i 0-6-3 T— *9-4-0 11-0-0 5-10-11 1-1-5-2_1 1-0-6 1-5-2_ 1 5-6-11 15-4-0 Over 2 Supports R-561 U-203 W-4' R-627 U-271 W-8" PLT TYP. Wave TPI-9S Tufs 6.13 q.01 QTY:1 Hl/-/I/-/E/-/- Scale --WARNING*- TIVSSEI uIREM14211- 'T9'IC'TIFV 1".. SIT ... 116. INSTALLING AND TC LL 20.0 PSF REF R081--88952 BRACT". a EFER TO 919-01 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE INSTITUTE, 693 O'ONDFRIO Olt.. SUITE ZOO, MADISON, VI $3719). FOR SAFETY PRACTICES PRIOR TO TC DL 7 .0 PSF DATE 01/06/03 PC 0 J:F ITU4114 PT'H'ESE FVqXC7IO%S. MOIL ESS OTHERWISE IODICAIED. TOP CHORD SMALL RAVE PROPERLY ATTACHED $ OC URAL MELS. OITON C ORD SMALL HAVE A PROPERLY ATTACKED RIGID CEILING. .;'jMpORyAMT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR- ALPINE ENGINEERED FAILURE 10 IR P BC OL 10.0 PSF 6RW HCUSR081 03006280 1 ODUCTS. I 'C. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND BC LL 0 PSF -ENG JW HC C/WPF ALPINE BBILD I HE TRUSSES In CONFORMANCE WITH BRACING OF TRUSSES. THIS DESIGN CONFORMS W17H APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN AND TPI ALPINE .0 SPECIFICATION PUBLISHED BY THE AMERICA* FOREST AND PAPERASSOCIATION) EEL, XCEPT AS NOTED. APiL CONNECTORS TO GI V SY Y GAL TOT.L.D. 37.0 PSF SEON 34828 CON :ECIORS AREIK01 OF ZOGA JASTH A6631SE40 . EAC FACE OF I USS, AND 0 Nt SS 01 MERV LOCA 0 IRIS DESIGN. POSITION CONVECTORS PER 110 a FROM MGK CRAVINGS 160 A-7. lot SEAT. 01 THIS DRAVI1r INDICAT(S ACCEPTANCE Of PROFESSIONAL ENGINEERING DURJAC. 1.25 Aipine Fjiginx=il Prodoe% Im. 33844 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIIABiLITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS )ME RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPAC I NG 24. 0 JREF - IRZ7081—ZID Haines City. FL 171, Cerfificaft of Aufficeizafian # 567 1 ANSIJTPI I 299S SECTION 2. (50624-013 2361A - DIG) Top chord 2x4 SP #2 N But chord 2x4 SP #2 N Webs 2x4 SP #3 120 mpn.wind, 15.00 Tt mean hgt, ASCE 7-98, CLOSED bidg..not located within 4.50 Tt from roof edge, CAT 11, EXP B, wind TC DL-5.0'psf, wind BC DL=5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace TC 24" OC. BC @ 24' OC. Deflection meets L/240 live and L/180 total load. Creep increase factor Tor dead load Is 1.00. 4X4 =_ 4X8 =_ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. SPECIAL LOADS ------ (LUMBER DUR.FAC.—I.25 I PLATE OURJAC.-1-25) TC From 54 PLF at -1.00 to 54 PLF at 15.33 BC From 20 PLF at 0.00 to 20 PLF at 15.33 TC 56 LB Conc. Load at 2.33 TC 100 LB Conc. Load at 5.00, 10.67 TC 200 LB Conc. Load at 6.37, 9.29 TC 114 LB Conc. Load at 7.83 TC 62 LB Conc. Load at 13.34 BC 30 LB Conc. Load at 2.33 BC 44 LB conc. Load at 5.00, 10.67 BC 93 LB Conc. Load at 6.37, 9.29 BC 50 LB Conc. Load at 7.83 BC 32 LB Conc. Load at 13.34 "0- 0 1- 2-3-15 -1- 4-0-9 2-11-0 1 4-0-9 -1-1-11-15- 15-4-0 Over 2 Supports R-1223 U-701 W-8' R-1183 U-664 W-4' P. Wave TP1- ALPINE Alpine FA&Tecmd Proclueta, Inc. Haines City, Fl, 33944 FL Cartificate of AwhorIzabon # 567 Si STD 6.13 -WARNING** TRUSSES RtUUIRt kllKtRt LAHL in F^ ...... — - ---------- -- BRACING. R EFER TO 016-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY If] (TRUSS PLATE In STIIUTE. 693 O'04OFRIO DR., SUITE 200, MADISOI, VI 63719), FOR SAFETY P4.kCTIC1S PRIOR TO "RFOR MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED Slit UCTURAL PAREL S 13 '1 CHUN $HALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT-- F�R.10f�.OM COPYOO� THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED P:OBUCTS. INC. SMALL 001 BE RESPONSIBLE FOR ANY DEVIATION FRO" THIS DESIG*; ANY FAILURE TO 0 CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND :411C911161 EOFTRY20SUSSESESSIN THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AID TPI AL COXNECIORS ARE MADE OF 20GA ASTM A663 GR40 SALY. STEEL. EXCEPT AS NOTED. Apily COPIN:ECTORS TO EACH FACE OF TRUSS. AID UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER OkANI%rS 160 A-Z. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RISPONSIBMT Y SOLEL Y FOR I Of TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPOKEN I FDA ANY PARTICULAR 8 011:01IG IS THE RESPONSIBILITY OF THE BVILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. -DkG i 0-6-3 ,_ *1-4-0 QTY:1 scale —.375'/Ft. irD 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 R08188953 DATE 01/06/03 DRW HCUS"81 03006281 HC-ENG JWC/WPF SEON - 34848 DUR.FAC. 1.25 FROM KC ____Z10 I SPACING 24.0" JREF - IRZ7081 50624-013 2361A - CII 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 In lieu.of structural panels or rigid ceiling use purlins: to brace TC @ 24* OC, BC @ 24* OC. QrL�O 04 =- 12o mph wind, 11.39 ft mean hgt, ASCE 7-98, CLOSED bldg, not locAted within 4.50 ft from root edge, CAT 11, EXP B, wind TC DL-5.0 pSf, wind, 8C DL-5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1,00. 7-10-0 —1— 7-7-0 —1 15-5-0 Over 2 Supports R-629 U-275 W-8* R-566 U-208 0-5-11 *9 - 4 - 0 PLT TYP. Wave TPI-95 i qq_ �rit: TPI(STD) 6.13 OTY: Hl/-/I/-/E/-/- --�cqle —.375"/Ft. ""ME cT --88954 -WARMING.- INUSSIES R,j7.—jtSF. BE 11 FABRICA1101. HANDI INS, SHIPPING. INSTALLING AND TC LL 20.0 PSF REF R081 BRACING. REFER TO HIB-91 (HANDLING 111STALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 6&3 O*OWOFjtIO DR., SUITE 200. MADISON. *1 63719). FOR SAFETY PRACTICES PRIOR TO TC DL 7.0 PSF DATE 01/06/03 ,E:FOANIXG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED —6—RWHCUSROBI 03006282 S7 UCIORAL PANELS. BOIIOM CHORD SMALL HAVE A PROPERLY A71ACNED RIGID CEILING. P ..I IMPORTANT . FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF PRODUCTS. INC. SMALL 3101 RE RESPONSIBLE FOR ANY DEVIATION FRO" THIS DESIGN; ANY FAILURE To BUILD THE TRUSSES IN CONFORMANCE WITH TPI: DR FABRICATING, HANDLING. SHIPPING. INSTALLING AND 6C LL 0.0 PSF HC-ENG JWC/WPF BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO$ (NATIONAL DESIGN ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATIO11) AND TPI ALPINE C AT CTDRS ARE MADE OF ZOGA ASTH A663 G240 SALY. STEEL, EXCEPT AS NOTED. APiLY CONNECTORS TO TOT . LD. 37.0 PSF SEON - 34832 EDC FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIal, POSITION CONNECTORS PER DRAWINGS 1 60 A-1. THE SEAL 04 THIS DRAWING INDICA71S ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR . FAC. 1.25 FROM MGK Alpine En&=rW Products, Inc. RESPONSIBIL ITY,SOI ELY FO THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF IRIS I OR It R IRZ7081-ZIO Haines City, FL 33844 CONPOK I my PA ICULAR BUILDING is IRE RESPONSIBILITY Of THE BUILDING DESIGNER. PER SPACING 24.077� �YJR E� �F - FL Cenificate of Audimization # 567 ANSIJTPI 1-1996 SECTION 2. TuTc nur Doroiorn rRnm rnMPUTFR INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (bUbZ4-QIJ Z3bIA - LZ Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lIeu.of structural panels or rigid ceiling Use purlins: to brace TC @ 24' OC, BC @ 24" OC. 4X4 =- 120 mph wind, 11.39 ft mean hgt. ASCE 7-98, CI-OSED bldg. not locked 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/240 live and L/180 total load. Creep increase factor for dead load Is 1.00. T 1-10-3 —L -40-9-4-0 7-10-0 4-10-0 2-9-0 -1 15-5-0 Over 2 Supports ;-- 11 R-638 U-273 W-8' R-557 U 210 PL T TYP. Wave TPI-95 T STDI 6.13 D Uff t 0TY:1 HI/-/I/-/E/-/- Scale *WARNING** FRUSSES jjQj-jR[SEi-XT-qREnHf ri I1:FW11C11k7i1ON. HANDLING. SHIPPING. INSTALLING AND TC LL 20.0 PSF REF RO81--889S5 9RkCI#O. IFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED By IPI (TRUSS PLATE 14 STITVTE. 693 D'ONOFRIO DR.. SUITE 200. MADISON- VI 53719), FOR SAFETY PRACTICES PRIOR 10 TC DL 7.0 PSF DATE 01/06/03 PERFORMING INESE FU:CTIONS. ,UNLESS OTUERVISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANEL S. OTTO" C OR S ALL HAVE A PROPERLY ATTACHED RIGID CEILING. D "I ENGINEERED P BC DL 10.0 PSF DRW HCUSRO81 03006283 ..IMPORTA"T_ FURNISH A COPY OF IMIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE P ODUC7S. INC. $HALL 007 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO FABRICATING. HANDLING. SHIPPING. INSTALLING AND 0.0 PSF HC-ENG JWC/WPF B:ILD THE TRUSSES IN CONFORMANCE WITH 7PI: 01 OF UPS (NATIONAL DESIGN B C L L ALPINE BRACING OF I:USSES. THIS DESIGN CONFORMS WIT$ APPLICABLE PROVISIONS SP I IF ICA 1 0 PUBLISHED BY THE AMERICAN FOREST AIM PAPER ASSOCIATION) AND TPI. ALPINE C I EXCEPT AS NOTED. APPLY CONNECTOR S TO TOT LD. 37.0 PSF SEON - 34833 , MADE OF 206 A TH A 53 G440 GALV. STEEL. C ... ECI. 5 AG A S 6 EACH FACE OF TRUSS , AND OIL i SS 0 1 NERO I SE I OCAIED 01 THIS D IS 1 61. POSITION CONBECIORS PER FROM MGK DRAWINGS 160 A-Z. INE SEAL 01 IRIS DRAWING I ND ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR . FAC. 1.2S Alpi� ISIO. RESPONSIBIL IT SOLELY FOR THEST I USS COMPONENT DESIGN SHOWN THE SUITABILITY ARD USE OF THIS CONPONE10 FORYAVY PARTICULAR UILDING IS IRE RESPONSIBILITY OF IHE BUILDING DESIGNER. PER SPA . CING 24. ON JREF - IRZ7=081—ZIO tAMSI/7PI 1-1996 SECTION 2. !)UbZ4-UIJ ZJbIA - LJ v,vr nur nncniDrn cDAu rnmolffrf? lNP11T [I nAAq It niMFNSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu.of structural panels or rigid ceiling use purlins: to brace TC @ 24* OC, BC @ 24" OC. 4X4 =— 120 mph wind, 11.39 Tt mean hgt, ASCE 7-98, CLOSED bldg. not located within 4.50 ft from roof edge, CAT 11. EXP B, wind TC DL-5.0 psf, wind. BC DL-5.0 psT. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load Is 1.00. T 2-10-3 1 U-L�0 7-10-0 - I — 2-10-0 —1— 4 - 9 - 15-5-0 Over 2 Supports ! R-638 U-267 W-8* R-557 U-2 19 * 9-4-0 P PLT TYP. Wave TPI-95 Design Crit: TPI(STD) 6.13 OTY:- Hl/-/I/-/E/-/- Scale —.375"/Ft. =A��leaf ALPINE Alpino Products, . Hames City, FL 33844 FL Catificak of AUdjOd23fiCffI # %7 -VARMING'. TRUSSES REETUIRE EXTREME CARE I I FABRICATION. HANDLING. SNIPPING� INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED By TPI (TRUSS PLATE STITUTE. &63 D'OROFRIO DR., SUITE 200. HAD ISOM. WI 63719). FOR SAFETY PRACTICES PRIOR TO I ESE FUME 71005. UNLESS OTHERWISE INDICATED. TOP CHORD $HALL HAVE PROPERLY ATTACKED OR" AS IN STRUCTURAL AREJS. :07TON CHORD SUAIL,NAVE A PROPERLY ATTACHED RIGID CEILING.. *.IMPORTAXI:* FUR ISO A COPY OF 101 DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. S" AL I NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILORE 10 DO IL 0 1 HE IRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. IBIS DESIGN CONFORMS Nil% APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC IFICATIONEPUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CON ECTORS AR MADE OF 20GA ASIN A663 GR46 SALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO I AN FACE OF IN" SS . AND OIL ESS 01HERNISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS Pit DkkVINGS 160 A-2. Iff SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I ESPO SIBIIIIY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMMENT FOR ANY PARTICULAR BUILDING IS TNE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL D.0 PSF TOT LD. 37.0 PSF REF R081--889S6 DATE 01/06/03 R14 HCUSR08I 03006284 HC-ENG JWC/WPF - SEON - 34834 DUR . FAC. 1.25 FROM MGK SPAC I NG 24.0 JREF IRZ T—C MJC oDroiDrn ronm rnM011TF0 INPUT 11 OAOS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 5ObZ4-013 ZJbIA - HI) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: DeTlectlon meets L1240 live and L/180 total load. Creep incpease factor Tor dead load Is 1.00. 04 =- 120 mph wind, 14.64 ft mean hgt. ASCE 7-98, CLOSED bldg, not lo6ated within 4.50 ft from rooT edge, CAT 11, EXP B, wind TC DL�S-O Psf, wind BC DL-5.0 psT. in lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24' OC, BC @ 24- OC. 6 6 12-8-0 2X4(Al 2X4 I 2X4 ( 1) 3X8 M 3X8 M 0A 0-5-Cl -0- I I-O-CO-5-0 7-6-0-- 7-6-0 15-0-0 Over 2 Supports R-609 U-334 W-3' R-609 0-334 W-3" ILT TYP. Wave TPI-95 T S 6.13 OTY:5 Hl/-/I/-/E/-/- Scale .375"/Ft. D S &A TC LL 20.0 PSF REF R081--88957 -VARNING. ss(S RfOjI2jE—EiXRjRE �CFAE IN: F 0111415V �alwt INC, SHIPPING. 1151ALLIft AND 11 it VjO H 10 SUSS PLATE BRACING, ftjF R -93 (HANDLING INSTALLING AND BRACINW PUBLISHED By TPAJCII(TR INSTITUTE. 683 D'ONOFRIO DR.. SUITE 200. MADISON, MI 63719). FOR SAFE I Y PR CE PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED TC DL 7.0 PSF DATE 01/06/03 SIR OCTURAL ftS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 91610 CEILING. ..I , FORN ISM A CO V OF THIS DESIGN TO THE INS BC DL KPORTAMTT P TALLATION CONTRACTOR. ALPINE ENGINEERED 10.0 PSF DRW HCOSR081 03006285 PAODOCTS. INC. SMALL NOT Of RESPONSIBLE FOR Ally DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH IPI; ON FABRICATING. HANDLING. SHIPPING, INSTALLING AND BC LL 0.0 PSF HC-ENG JWC/WPF BRACING OF TRUSSES. THIS DESIGN CONFORMS VITO APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ALPINE SPEC IF I CAT I ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.LD. 37.0 PSF SEON - 34835 COMMfCjOAS ABE HAS I OF 20" AS I M A6 63 G040 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TAU SS . AND OIL ESS 0 1 BERN I S1 I OCATED 01 IHis D ESIGN . PO S111ON CONNECIOR$ PER DRAWINGS 160 A-Z. THE SEAL 00 THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DURJAC. 1.2S FROM MGK I=. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN- THE SUITABILITY AND USE OF THIS - COMPONENT FOR ANY PART ICULAR BUILDING 15 THE AESPONSIBILIIY Of THE BUILDING DESIGNER. PER SPACING 24.0" JREF - IRZ7081—ZIO L ANSIJIP 1 1 -19, 5 SECTION 2. CnC'>A-n11 9'191& - 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 IDeflectlon meets L/240 live and L/180 total load. Creep increase factor ifor dead load is 1.00. 1 4-0-3 - L- IPLT TYP. Wave TPI-9 ALPINE Alpine En&=cd procloo4s, Ino. Haines C�ity, FL 33944 FL C�wfificaft of Aighm-tim # 567 04 =- 120 mph wind, 14.64 ft mean h9t, ASCE 7-98, CLOSED bldg. not loc4ted within 4.50 ft from roof edge. CAT 11, EXP B, wind TC DL=5.0 psf, wind, BC DL-5.0 psf. in lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24' OC, BC @ 24' OC. 3-9-5 - L 2X4 M 0 -� �1- 12 6-10-0 7-3-12 1 1- 14-1-12 Over 2 Supports R-616 U-357 ian Crit: TPHSTD) 6.13 ';;7H;;0Z ii;iACCI ga). PUBLISHED BY TPIC71C(TA C G. I "W';I; A 0 811A 11 EFER - 06 1 GRACE SUSS PLAY( I. $I IT off. &83 O'OAOFRIO DR.. SUITE 200. NADI SON . MY S 3 719). FOR SAFETY PIA E PRIOR TO PEAFOAXIMS THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SIR UCTURAL :.AREIS. :0110" C N 0*0 SOAII "All A PROPERLY AIIArMED A IGID CEILING, -IMPORTANT FUR ISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT Of BLE F04 AMY DEVIATION FN ON INIS DESIGN; ANY FAILURE TO IRUSSES R'S'0:11 P ON A94 C :1ILD IRE 11 CONFORMANCE IT-- 1 1: F I ATTIC HANDLING. SHIPPING. IIS7ALLIX6 AID 11AC186 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICASti PROVISIONS OF AIDS (NATIONAL DESIGN SPEC IFICAIION PUBLISHED BY THETAMERICAN FOREST AND PAPER ASSOCIATION) AND IPI- YALPI:E CONNECTORS AGE MADE OF 20" A S M A653 SR40 GALV. STEEL. EXCEPT AS NOTED. APPL CON ECIOJtS TO EACH FACE OF TRUSS. AND UNLESS OTHERN I St LOCATED 01, THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- I - TIE SEAL 04 THIS DRAWING 1 10 IC AIES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARIICUL41 BUILDING IS THE RESPOISIBILIIY OF TME BUILDING DiSIGUR, PER ANSI/TPI 1-1995 SECTION 2. R-582 U-322 W-3.5' * 9-4-0 OTY: Hll-/l/-/E/-/- Scale -.31�: �Ft- na 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 RO81--88958 DATE 01/06/03 DRW HCUSROBI 03006286 HC-ENG JWC/WPF SEON 34836 DURJAC. 1.25 FROM HGK SPACING 24.0ff JREF IRZ7081-ZIO (50624-013 2361A - HIGE 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. In lieu of structural panels or rigid ceiling use purlins: to brace TC @ 24- OC, EIC @ 24- OC. P 04 -= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 14.64 : Tt mean hgt, ASCE 7-98, CLOSED bldg, Located' anywhere In roof, CAT I I, EXP B, wind TC DL—S.O PST, wind BC DL-5.0 ps.f. I ReTer 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/240 live and L/180 total load. Creep Increase factor for dead load Is 1.00. 0-5-Cl -0- 1 1-0-CO-5-0 7-6-0 1 7-6-0 15-0-0 Over Continuous Support R-86 PLF U-46 PLF W-14-2-0 Note: All Plates Are W2X4 Excep . t As Shown. 6.13 T TYP- Wave TPI-95 Design Crit: TPI(STD) ALPINE Alpine Engincered Produots� Inc. Hams Ciq� FL 33M FL Certificate of A2Wicnizabon, 9 S67 -WARNIIIG** TRUSSES REO E FA I IDLING. SHIPPIN6. INSTALLING AND IRAIIIIjE REFER TO MID-91 (HANDLING INSTALLING AND 9RACING). POBLISMED By TP I (TRUSS PLATE JUST IT 8 . 693 D'DNOFRIO DR.. SUITE JOB. KASTSOX- NJ $3719). FOR SAFETY PRAC11C IS PRIOR TO PERFORMING THESE FU:CIIOUS. UNLESS OTHERWISE IODICAIED. TOP CHORD SMALL HAVE PROPERLY ATTACHED S7N VC I URAL P AJELS. 0710H CHORD SHALL RAVE A PROPERLY ATTACHED RIGID CEILING. .IMPORTANT-- FOR 0 159 A COPY OF THIS DESIGN 10 THE INSTALLATION COVIRACTOR ' ALPINE ENGINEERED NC. ANY DEVIATION FA014 THIS DESIGN ANY FAILURE TO PRODUCTS, I SHALL 1101 01 RESPONSIBLE FOR SHIPPI; :ILD TIE 12USSES 11 CONFORMANCE WITH IPI: ON FABRICATING. HANDLING. lGiNINSDIALLIONGSAID RAC INS OF TR USSIS. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RD$ A I I MAL E iGM SP ECIFICATION PUBLISHED BY THE AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI. ALPINE CON:ECTORS AR ERMADE OF 20SA ASTH A6631GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EAC FACE OF I USS, ASO UNLESS OINERM SE I OCATED Oil THIS DESIGN. POSITION CONNECTORS PER OlkVIRGS 160 k-Z. IK SEkL ON ]%IS BRAVING INDICATES ACCEPTANCE Of PROFESSIONAL fIGINEER146 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOW "- THE SUITABILIYYAND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF I I 1 0 JI LOT G OL IGOLK, PER ANSIITPI 1-1996 SECTION 2. + 12-8-0 Y:1 Hl/-/I/-/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 EDU RJAC. 1.25 1 SPACING 24.0" . C--P-1)57 Scale REF RO81--88959 DATE 01/06/03 DRW HCUSR081 03006287 HC-ENG JWCTWPF SEON - 34831 FROM MGK JREF - IRZ7081-ZlO 50624-013 2361A - E37E Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 in lieu of structural panels or rIg1d cellIng use purlins: to brace TC @ 24* OC, BC @ 24" OC. I 2X4 f 4X40 2X4* 7-0-0 over 2 Supports all R-106 PLF 0=39 PLF W-4-7-8 T TYP. Wave TPI-95 . Design Crit: ZALPINE � Alpine Fmgincavd Products, Ine. Haim City, Fl, 33844 FL certificate of Audwrizatm 0 567 4 M 3-10-3 —L R-30 U-219 THIS DWG PREPARED FROM 'COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR' 120 mph wind, 11.43 ft mean hgt, ASCE 7-98, CLOSED bldg, not locked within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5.0 pSf, wind, BC DL-5.0 psf. Right end vertical not exposed to wind pressure. I Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load Is 1.00. * 9-4-0 6.13 ON ACING. R(FEA TO 6118-91 (HANDLING INSTALLING AID BRACING). PUBLISHED By TPI (TRUSS PLATE INSTITVTE. 693 D'OKOFRIO ON.. SUITE 200. MADISON. VI $3719), FOR SAFETY PRACTICES PRIOR TO PUFOUING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERlY ATTACHED SI OCTURAL PANELS, BOTTOM CHORD SMALL HAVE A P20PERLY ATTACHED RIGID CEILING. '. I HPORTAMT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PA ODOCTS. INC. SMALL NOT BE RESPO:5,181E,FORA My DEVIATION FRO#@ THIS DESIGN; ANY FAILURE 10 BUILD THE TRUSSES IN COMFOR HANCE 1 11 1 1: FARM ICATING. HANDLING. SNIPPING. INSTALLING AND 04ACING OF TRUSSES- THIS DESIGN COMFORVIS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC IF ICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Coll Ell E 1 21) iAC:F OHS A%KAD. OF &A ASIN A663 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ACE Of USS AND UNLESS OTHERWISE LOCATED 00 THIS DESIGN, POSITION CONNECTORS PER GRANT Its 1 60 A.7 ' )HE SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONS I BILITY SOLELY FOR IRE TRUSS COMPOMEHYRDESIGN SHO*U� THE SUITABILITY AND USE OF THIS COKPOICII FOR ANY PARTICULAR Ou ILOING Is I H E SPONSIBILITY OF 181 91111.01116 DES161fit. PER ANSI/IPI 1�1995 SECTION 2- f"'11 rle (9 TY: Hl/-/I/-/E/-/- Scale —.31� �Ft- 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 REF R081--88960 DATE 01/06/03 DRW HCUSR081 03006288 HC-ENG JWC/WPF SEON - 34838 DURJAC. 1.25 GK SPACING 24.0" JREF - IRZ7081—ZID 50624-033 2361A - E37F Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In Ileu-of structural panels or rigid ceiling use purlins: to brace TC @ 24* OC, BC @ 24' OC. I IPROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT BOT CHORD. 2X4 2X4 III 2X4 N L'-1 - 8 - 8 --1 -- —5 - 4 - [411 7-0-0 Over 3 Supports 31- R-3S2 U-180 W-3.5' 12-10-4 R=119 U-180 9-4-0 R-47 U-180 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 11-43 Tt mean hgL, ASCE 7-98, CLOSED bldg, not 10CAed within 4.50 ft from roof edge. CAT 11, EXP B, wind TC DL-5.0 psf, wind. BC DL-5.0 psf. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load for dead load Is 1.00. 7- 3-10-3 —F C -95 jt�jg_ r!L:'ATE '1TD1 6.13 PLT TYP. Wave TPI T_f _ _ j HANDL 146. SHIPPING. INSTALLING AND , IN 'Ic"j,7 --WARNING-- 'HuS C 9 c 1119.0's (HASOLING STALLING AND BRACiSS). p"tISMfp BY TPI (TRUSS PLATE N* IM, NEF" T%*0FRIO 02.. SUITE 21:0. MADISON, NJ 53719). FOR SAFETY PRACTICES PRIOR TO 1.17.10TE. $83 0 Ptep ORN INS THESE FUNCTIONS. UNLESS OINEAVISE INDICATED. TOP CHORD SMALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHONG SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. --114PORTANT-- FORM I Ski A COPY OF THIS OESIG* TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI� 04 FABRICATING. HANDLING. SHIPPING. INSTALLING AND 04 ACING OF TRUSSES. THIS DESIGN CONFORMS WIIW APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ALPINE SPEC IF ICATION PUBLISHED BY THE AMERICAN FOREST AMD PAPER ASSOCIATION) ASO TPI. ALPINE CON fC7 I I OF 20 0 U:AIASIM A&63,GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY COXNECIONS TO NS AA,.MAD 01 LOCA ACE OF 0 . SE TE D IGN. POSITI ON 0 C PER DRAWINGS 160 ATI A1111F SI[AILSOM 1111""I's, DRAWING INDOINAIT"CISSADEEPTANCI OF PROFCESNSKIDA1011511GINIERING, Alpine Engineered Produats� Inc. RispoNsIoullY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haim City, FL 33844 C014PONEII FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL CelfifiCde Of AUdWfiZ&fiCn # 567 ANSIJTPI 1-1995 SECTION 2. Creep increase factor e'llf QT'1: I TC LL 20.0 PSF TC DL 7.0 PSF 10.0 PSF BC DL BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale -.375"/Ft. REF R081--88961 DATE 01/06/03 DRW HCUSA081 03006289 HC-ENG JWC/WPF SEON - 34885 MGK 3REF - lRZ7 I 081-ZIO 50624-013 2361A - CJS8 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 In Ileu-of structural panels or rigid ceiling use purlins: to brace TC @ 24- OC, BC @ 24- OC. I IPROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS, TO[ NAILED AT BOT CHORD. 2X4 —1 2X4 III L-1-8-8- 1- 3-4-4 a.1 �-5-0-0 Over 3 Supports-� R-308 U-180 W-3.5" ave ivi- ALPINE Alpine Hmm Ciry, FL 33844 FL Catificau of Audmation 0 567 120 Mph wind, 10.93 ft mean h9t, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B. wind TC DL=5.0 psf, wind. BC DL-5.0 psf. Deflection meets L/240 live and L/180 total load. Creep increase f I actor for dead load is ].DO. 11-10-4 R-52 11=180 2-10-3 4-0 R-9 U=180 1 sion Crit: TPI 6.13 1-1- - ------- ------ - -- I DRACISC. REFE TO HIS-91 (HANDLING INSTALLING AND SPACING). PURL SIPLAIL a "UD By I" (LIGNIR as I VOTE. 593 D'OJJOFRIO 0- SUI IT 200. MADISON. VI 63719). OR SAFETY 1111". S 1 2 CIIONS. UNLESS OTHERWISE INDICATED TOP CHOR S AL1.1101 PROPERLY A77ACNED PE P 11 IGIRD CE L I G, ST:FOR" INS THESE FUN VCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PRO ERLY iTTAC ED R .IMP ORIAN I- FOR N ISM A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR: ALPINE ENGINEERED PRODUCTS. I M:. $NALL No) BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 FABRICATING, HANDLING. SHIPPING I STALLING AND a lot IRUSSES,IN CONFORMANCE Milk TPI; OR S A BUIL IN I iNATIONAL DESIGN BRAC I IS OF USSE "I' D111G% COOF OILKS 111111 APPLICABLE PROVISIONS OF 20 SPECIFICATION PUBLISHED BY '.[ AME , ICAN FOR IS I AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECIORS ARE MADE OF 20GA ASTH A653 SR40 DALY. STEEL, EXCEPT AS NOTED. APPLY CONVECTORS 10 EACH FACT OF IRUS S . AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS -Z. EIGIONEERIJIS 160 A I%[ SEAL ON IBIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL S 711 RESPO:SIBIL 11 Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ADD 0 E F S COMPO EN I FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ANSI/7PI 1-1995 SECTION 2. cl 65 QTY:1 Hl/-/I/-/E/-/- Scale -.375"/Ft. N. TC LL 20.0 PSF TC OL 7.0 PSF 8C DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF REF R081--88962 DATE 01/06/03 DRW HCUSRO81 03006290 HC-ENG JWC/WPF SEON 34840 DURJAC. 1.25 FROM MGK SPACING 24.0" JREF 1RZ7081-ZIO bZ4-UI6 ZJbIA - L060 TUT,z nua DQPDkprn F2nm rf)MPIITFR 114PUT fLOADS & DIMENSIONS) SUBMITTED BY TRUSS mFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N webs 2x4 SP #3 In Ileu.of structural panels or rigid ceiling use purlins: to brace TC @ 24' OC, BC @ 24' OC. I PROVIDE 2 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE 2 16d COMMON NAILS, TO[ NAUD AT BOT CHORD. 120 mph wind, 10.43 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere In roof, CAT 11, EXP B. wind TC OL-5.0 psf, wind BC DL-5-0 psf Deflection meets L/240 live and L/180 total load. Creep Increase f I actor for dead load Is ].DO. 2X4 M 6 1 10-10-4 T R49 U-180 1-10-3 WEI— 9-4-0 R62 U-180 2X4(Al) 2X4 M L._j_8_8.J-_I-4-4>J 3-0-0 Over 3 Supports R-333 U-180 W-3.S' 404 6.13 QIY: I Hl/-/l/-/E/-/- Scale —.37 )LT TYP. Wave TPI-95 T STO) *-WARNING- SSES REOVIERESTIRREHE �TRE 11:5AUI 09. HANDLIN6. SHIPPING. INSTALLING AND ri 1 CATI TC LL 20.0 PSF REF R081--88963 BRACING. EF It 0 910-91 (HANDLING 10 STALLING AND &RACING), PUBLISHED BY IPI (TRUSS PLATE INSTITUTE. 693 D'ONOFRIO DR.. SUITE 0. MADISON. W1 53719). FOR SAFETY PRAC710ES PRIOR 10 TC DL 7.0 PSF DATE 01/06/03 PC THERVISE INDICATED. Top CHOD SMALL HAVE PROPERLY ATTACKED ST:FORM INS THESE FUNCTIOIS. UNLESS 0 UCTURAL PANELS. BOTTOM CHORD $HALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT** FfIRNISH A COPY OF THIS DESIGN TO THE INSTALLA710M CONTRACTOR. ALPINE ENGINEERED P BC DL 10.0 PSF DRW HCUSROBI 03006291 PRODUCTS. INC. SHAL L NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO :OIL THE TRUSSES IN CONFORMANCE WITH IPI; OR FABRICATING. HANDLING. SNIPPING. INSTALLING AID A&COING OF IROSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN ALPINE TPI. I 8C LL 0.0 PSF HC-ENG JWC/WPF SPECIFICATION POLISHED BY THE AMERICAN FOREST 4#0 PAPER ASSOCIATION) AND ALPI A663 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CON:ECTORS TO TOT.LD. 37.0 PSF SEON - 34841 C XNECTORS ARE MADE OF ZO&A ASIM 0 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER 1.25 FROM MGK DRAWINGS 160 A- 2 . JOE SEAL ON THIS DRAWIRG INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. HE SP ONSIBIL11Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hmm City, Fl, 33M CCOP011111 FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FLC0F6fiCsteOfAUd,fizBfiOn#567_I ANSIJTPI 1-1995 SECTION 2. OUR . FAC. SPACING 24.0' JREF - IRZ7081—ZIO 50624-013 2361A - PBI ITop chord 2x4 SP #2 N Bot chord 2x4 SP #2 N In Ileu of structural panels or r1gid ceiling use purlins: to brace TC @ 24* OC, BC @ 24" OC. REFER TO HCUSR081 011310243 & 01310190 FOR PIGGYBACK DETAILS. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 8.76 ft mean hgt, ASCE 7-98, CLOSED bldg, not locatled within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL-5.0 psf, wind BC DL-5.0 psT. Deflection meets L/240 live and L/180 total load. Creep increase factor Tor dead load ls 1.00. 6 f— 3X4 3X4 6 2X4(Dl) 2X4(DI) =-0-3-8 0-3-8 1 8-0-0 -T— 1-1-10-8-1- 4-3-0 -L-iLl-0-8-i —8-0-0 Over 2 Supports-----� R-296 U-180 W-3.5' R-296 U-180 W-3.5" T TYP. Wave TPI-95 ALPINE Mpine FA&wcrcd Products, hw. Hmm City, FL 33844 FL C&Uficsta of Authanzation # 567 Desjqn Crit: T 6.13 911AC I'll 0 EFE A TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPAJCTI(IRUSS PLATE INSTITUTE. 593 D'ONOFRIO DR., SUITE 200. MADISON, W1 S3719). FOR SAFETY PR CE PRIOR To PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACKED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLA710M CONTRACTOR. ALPINE ENGINEERED PRODUCTS C. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: AMY FAILURE TO 91) I:OS f S 10 CONFORMANCE WITH IPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ILD THi I S 0 ACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF KOS (NATIONAL DESIGN A IF : I SPEC ICATION PUBLISHED BY THE AMERICAN fORESI AND PAPER ASSOCIATION) ASO IPI�LYAIPI CONNECTORS ARE MADE OF 209A ASTH A653 "40 QALV. STEEL. EXCEPT AS NOTED. APP COM ECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE JOCAIED 00 IRIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. IRE SEAL 01 THIS DRAWING INDICATES ACEfFIANCI Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHGWN� ]HE SUITABILITY AND USE OF THIS COPIPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of ]HE BUILDING DESIGNER. PER ANSI/JPI 1-1995 SECTION 2. T51 64 QTY:? Scale -.37 --- T-TC LL 20.0 PSF REF R081--88964 TC OL 7.0 PSF DATE 01/06/03 BC Dt 10.0 PSF DRW HCUSROBI 03006292 BC LL o.0 PSF HC-ENG JWC/WPF TOT.LD. 37.0 PSF SEON - 34842 DURJAC. 1.25 FROM MGK SPACING 24.0" JRIF - IRZ7081-ZIO 5UbZ4-U1S ZSbIA - t TUIc nua OQFPkRFn rQnM r.0MPUTFR INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR- Top chord 2x4 SP #2 N Bot chord 2x4, SP #2 N Webs 2x4 SP j3 In lieu_oT structural panels or rigid ceiling use purlins: to brace TC @ 24' OC, 8C @ 24" OC. 2X4 I 3X4 i 3-10-3 t 120 mph wind, 11.43 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, w1nq BC DL-5.0 psT. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor Tor (lead load Is 1.00. * 9-4-0 ,�v'p L-1 - 8 - 8--j 7-0-0 over 2 Supports R-352 U-180 W-3.6- R-166 U-180 PLT TYP. Wave TPI-95 D tsi, TPI(STD) 6.13 QTY:5 HI/ Scale —.375"/Ft. TRUSSES _qn_lril: *VARNING* TgE CARE 11 FARRICA1104. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER 10 HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY FPACII(TROSSIPLATE TC LL 20.0 PSF REF R081 INSIIIV E. 683 D'O40FRIO DR.. SUITE 200. MADISON. MI 63719). FOR SAFETY PA CE S PR OR TO 7 PE11FORN 1*6 THE SE FUNCTIONS. UNLESS OTHERWISE IKOICAIED, TOP CHORD SMALL HAVE PROPERLY ATTACKED rC OL 4 7.0 PSF DATE 01/06/03 STRUCTURAL PA.*ELS.,:OTTOH CHORD SMALL OAVL A PROPERLY ATTACKED RIGID CEILING. -*IMPORTANT" FU A COPY OF THIS DESIGN TO YOE INSTALLATION CONTRACTOR, ALPINE ENGINEERED ISM FROM 1"11 DESIGN: ANY FAILURE TO P t=—' iFh�; BC DL 10.0 PSF DRW HCUSR081 03006293 PRODUCTS, Inc. ALL No Of RESPONSIBLE FOR ANY 0111111ION SO I V 71, P OR F A., I CAI INS . MAN IL , S SIAL INS ANO D N - MIPPIM BUILD THE TRUSSES IN COMFORNANCIGNICO IOPI; 0 L %NI BC LL 0.0 PSF HC-ENG JWC/WPF A OF RD BRACING OF TRUSSES. THIS 0 E S OF AMS WITH APPLICABLE PROVISIO S S AITONAL E 164 ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE G940 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO =A�� TOT. LD. 37.0 PSF SEON - 34861 CONNECTORS ARE NADI OF 209A ASTM ASS3 LACA FACE OF TRUSS. AN UNLESS OTHERWISE LOCATED ON IRIS DESIGN, POSITION CONNECTORS PER okAvINGS 160 J-1. Iff SEAL ON IRIS HAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR. FAC. 1.25 FROM MGK Alpine Engineamd Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF INIS Hmm City, FL 338M COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER SPACING 24.0- Z7081—ZIO FL Cegfificgte of Aagh� # 567 ANSIJTPI 1-1995 SECTION 2.