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334 Lusitano Way - BR041-000885 - SFRPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR — PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE I V I S 10 N PERMIT # DATE X*ud aft.q4 PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE 0 0 d H LTJ City of Sanfony Certificate of Occupancy This is to certify that the building located at 334 Lusitano Way for which permit number 04-885 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family Detached complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Building: Tom Lilly Engineering: D. Sweet Public Works: R. Buckner Utilities: Richard Blake Fire Department: N/A Zoning: N/A D R Horton Property Owner Date 05/25/2004 05/24/2004 05/25/2004 05/24/2004 Conditions (if blank, no conditions apply) 05/26/04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** p DATE: 5/21/04 U p` PERMIT #: 04-885 19 ADDRESS: 334 LUSITANO WAY CONTRACTOR: PHONE #: BAKERS CROSSING psi D R HORTON MARK 407-466-4366 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. t. gineering 6 D• 3w0br Public Works 0 Fire Zoning N/A N/A Utilities Licensing N/A p CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) D 05802 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION n SINGLE FAMILY RESIDENCE"" DATE: 1951. 1 1: CONTRACTOR: PHONE #: 5/21 /04 334 LUSITANO WAY BAKERS CROSSING ra 23 MARK 407-466-4366 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the t. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. € Engineering ublicorks Utilities Q Fire N/A m QZoning N/A 0 Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) N S CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION 1 , SINGLE FAMILY RESIDENCE**** DATE: 5/21/04 PERMIT #: 04-885 1 ADDRESS: 334 LUSITANO WAY BAKERS CROSSING v CONTRACTOR: D R HORTON m4fiGdLflj1 PHONE #: MARK 407-466-4366 a a a. The building division has prepared a Certificate of Occupancy for the above' location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be Iappreciated. ° Engineering 11 Fire N/A Public Works OZoning _ tilities 51Licensing o. 15/y/01, I N/ A 1rrn CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) ii LMBC0401 CITY OF SANFORD 5/24/04 Address Misc. Information Maintenance 12:28:31 Location ID . . . 251405 Parcel Number . . 18.20.31.-0000-0940 Alternate location ID Location address . 334 LUSITANO WAY Primary related party Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC UT LOT 94 **************** 20404 2.00 CSVC UT SW DEV FEE 7 WA DEV FEE $650.0 20404 3.00 CSVC UT BP04-885 PD -29-04 SEE REC 6375 04 4 4.00 CSVC UT 3 4"WA METER SET FEE 1 0 PD - 9-04 04 4 S.-UG CSVC 6n UT REC9 T3 55 204 4 7.00 8 9. 10.00 Special notes More... F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel FEDERAL EMERGENCY- MANAGEMENT AGENCY' NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION O:M:B. No. 3067-0077 Expires December 31, 200, a For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 334 LUSITANO WAY CITY STATE ZIP CODE I SANFORD FL 32771 - PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 94, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): X - ##.## or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION I B1. NFIP COMMUNITY NAME & COMMUNITYNUMBER B2. COUNTY NAME, B3. STATE SEMINOLE COUNTY 120294 SEMINOLE 1202890045 B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX 86. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONES) ZoneAO, use depth of flooding) 1202940045 E 4117195 4117195 A 24.6 B10, Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9, FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate. the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* ® Finished Construction + A new Elevation Certificate will be required when oonstrucction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similarto the building forwhich this certificate is being completed - see pages 6 and 7. If no diagram I accurately represents the building, provide a sketch orphotograph.) C3. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, AR/AH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is differentfrom the datum used for the BFE in Section B, convert the datum to thatused 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 NGVU29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 30. 0 ft.(m) o b) Top of next higher floor NIA. ft.(m) U' o c) Bottom of lowest horizontal structural member (Vzones only) N/A. ft.(m) 00 o d) Attached garage (top of slab) 29. 3 ft,(m) E 1 o e) Lowest elevation of machinery and/or equipment d servicing the building (Describe in a Comments area) 29.4 ft.(m) E o f) (west adjacent (finished) grade (LAG) 29.1 ft.(m) z' o g) Highest adjacent (finished) grade (HAG) 29. 7ft,(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area ofall permanent openings (flood vents) in C3.h 0sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: GALEN K BELL LICENSE NUMBER: 4224 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLAND VENUE , StjffB WINTER PARK FL 32789 SIGNATURE DATE TELEPHONE 1, 50104 (407) 426-7979 FEMA Form 81-31, January 2003I 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 (Induding Apt, Unit, Suite, andfor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 334 LUSITANO WAY CITY STATE ZIP CODE Company NAIC Number i SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides ofthis Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended. for use as supporting information foraLOMA orLOMR-F, Section C must be completed. E1. Building Diagram Number —(Select the building diagram most similarto thebuilding for which this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (induding basement or endosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, ifavailable). E3. For Building Diagrams 6-8with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community s floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representativewho completes Sections A, B, C (Items C3.h and C3.i only), and Efor ZoneA (without.a FEMA-issued or oommunity- issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to thebest ofmy knowfedge. PROPERTY OWNER'S OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME i I 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 laworordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by alicensed surveyor, engineer, or architect who is authorized by state or local lawto certify elevation information. (Indicatethesource and date ofthe elevation data in theComments area below.) G2. Acommunity official completed Section E fora building located in Zone A (without a FEMA4ssued or community4ssued BFE) orZone AO. G3. The following information (Items G4-G9) is provided forcommunity floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 94, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS CERTIFIED TO AND FOR THE STRUCTURE MEETS OR EXCEEDS THE EXCLUSIVE USE OF: THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). DHI TITLE OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA STEVE KATS AND IRIS GOLD CHI MORTGAGE COMPANY, LTD. TRACT "B" OPEN AREA 9- 50.00' 1„ _ 30. 0 S90'00'00"E GRAPHIC SCALE 6 15 30 LOT 94 I I 0 9.0' I 1 6SS.; 5.0 TWO ORY 0 CONCRETETBLOCK 0- L0-7- Z9J O O WOOD FRAME RESIDENCE _0L'OT 95 1101O" FINISH FLOOR N a `* 0 ELEVATION=29.95 00 OzCOVERED ENTRY 13.0' ti t:::. 17.7' 5.0 TYP O CONCRETE titDRIVEWAY, WALK IS 10' UTILITY EASEMENT:.:; WALK IS- 1.2' OFF 1.2' OFF N90'00'00'W 50.00 W I o,. o0pin 1' 0 - ay 01 N. PT 170.00' 1 1 _ _ N90'00'00 E - -- — - 420.00' - V 250_00' lV PI Q 0 CENTERLINE OF - - A / WAYLUSITANAWAI I -i - I RIGHT-OF-WAY TRACT „A" Q I Q- 50' RIGHT OF WAY NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY LEGEND INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. BUILDING SETBACK LINE FND NAIL AND DISC CENTERLNE LB #4671 (05/19/04) 2. PROPERTY CORNERS SHOWN HEREON WERE RIGHT of WAY LINE FND 1/2" IRON ROD AND CAP SET/FOUND ON 05-19-04, UNLESS OTHERWISE O ° ExIsrlNc ELEVATION Le N6393 (05/19/04) SHOWN' CONCRETE CNA CORNER NOT ACCESSIBLE - 6 DENOTES DELTA ANGLE . 3. THE SURVEYOR HAS NOT ABSTRACTED THE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LS LAND SURVEYOR C.B. DENOTES CHORD BEARING WAY, RESTRICTIONS OF RECORD WHICH MAY PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION AFFECT THE TITLE OR USE OF THE LAND. PCP P) PERPLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED - PT DENOTES POINT OF. TANGENCY 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN FND FOUND C/ W CONCRETE WALK TYP TYPICAL A/ C AIR CONDITIONER LOCATED EXCEPT AS SHOWN. S/W SIDEWALK COW CONCRETE. BLOCK WALL CP CONCRETE PAD RP RADIUS POINTCTE I5. NOT VALID WITHOUT THE SIGNATURE AND THE CS D CHORELENGTHBDHU IDNTI{FICAATONLITYLINEEAD 1ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PK PARKER KALON R RADIUS POL POINT ON LINE PCC POINT. OF COMPOUND CURVE - SURVEYOR ANDMAPPER. POC POINT OF CURVE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL I HEREBY CERTIFY, THAT THIS BOUNDARY NO 1202890045EDATED4/17/95 AND FOUND - THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, _ SURVEY, SUBJECT TO THE SURVEYOR'S NOTE AREA WITHIN 100 YEAR FLOOD PLAIN. CONTAINED HEREON MEETS THE APPLICABLE THE SURVEYOR MAKES NO GUARANTEES AS TO THE"" MINIMUM TECHNICAL STANDARDS" SET FORTH ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E. M.A. AGENT FOR VERIFICATION. BY THE FLORIDA BOARD OF PROFESSIONAL ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY SURVEYORS AND MAPPERS IN CHAPTER VERTICAL CONTROL AS FURNISHED. - 61C17-6, FLORIDA ADMINISTRATIVE CODE BEARINGS SHOWN HEREON ARE BASED ON PURSUANT TO CHAPTER.472.027. FLORIDA THE SOUTHERLY LINE OF LOT 94 AS STATUTES. BEING S90' 00'00"E PER PLAT. FIELD DATE:) 2-11-04 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SU FOR SURVEYING & MAPPINGASM43058JOB N0. FINAL 5- 19-04 CKB AMERICAN` CERTIFICATION OF AUTHORIZATION NUMBER LBg6393 1030 N. ORLANDO AVENUE, SUITE B THE FIRM I FORMBOARO 2-23- 04 CKB WINTER PARK, FLORIDA i DRAWN BY: PLOT PLAN 11/14/03 SDO. 32789 (407) 426-7979 GALEN K. BELL PSM 42 4 oar COUNTY OF S[MINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 104-75836 DATE: BUILDING PERMIT NUMBER: ( (CITY) COUNTY NUMBER: _ UNIT ADDRESS: -- ------- TRAFFIC ZONEc ___ JURISDIGTION: 06 CITY -_---____- SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: —'=- T---------------------' ADDRESS: \r-_dr_~_[__[_................. APPLICANT NAME: ADDRESS: LAND USE CA7EGORYx 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTIONn Single Family Hc se: Detached Construction FEE B ENEFIT RAT FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDUi E DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 | LIBRARY INNUMMERNE STATEMENT RECEIVED BY: CO -WIDE CO -WIDE dwl unit $ 54.00 1 $ 54.00 dwl unit $1,384.QO 1 $ 0384.00 AMOUNT DUE ~ '~ $ 2,285.00 PLEASE PRINT NAME) DATE: r-r......... .................... NOTE TO RECEIVING SIGNAT8RY/APPLICANT : FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT OAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY'j' 3-CITY 2- APPLICANT 4-COUNTY NOTE**' PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL ( SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPAN?Y OR. - OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUHTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVE NG'APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICEx 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771, (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 30O NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SI0GLE FAMILY BUILDING PERMIT******************** r 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 KWOM MORSE9 CLERK OF CIRCUIT COURT SEMINOLE COIXTY BK 05091 PG 0375 CLERK' S 0# :`e 032/00215 RECORIS 11/06/23 02106149 PH RECORDING FEES 6.09 RECOM BY S O'Kelley k 33Y J—US ITA -tJo „ 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 property: Lot(s) 94 and 110 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, 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 th 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. Horton, Inc. 0 by; 4 4v o e A. Lawson, sistant Secretary Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this J day of K bV rn ,2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a laware Corporation, on behalf o the corporaton. He/She is personally known to me. Notary Public, State and County Aforesaid OFFICIAL' L PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMLSTON 'EY", JULY 26,2006 1 1 otary ignature Notary Seal CERTIFIED COPY MARYANNE MORSE OLERK OF CIRCUIT C711 6EMl C9 Ea 4 CITY OF SANFORD PERMIT APPLICATION Permit it : Q 6 t; Date: i" , Job Address: ',')14t V i i'# F' L' Description of Workr SFR, Historic District: Zoning: Value of Work; $ to Permit Type; Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service TempelTempol*yPole Mechanical: Residential Non -Residential Replacement Now (Duct Layout & Energy C$le.. 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 `i,/ Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwellialiv,bj9U: __ j _ Flood Zoae: _A_ .(FEMA form required for other than X) Parcel #: Owners Name & Add I t, Contractor Name & Address:_ll Phone & Fax:( gJJ Bonding Company: i\6% Address: Description) Mortgage Lender: Address: 1 Architect/ Engineer: Phone:31_ Address. ( 1 5xi' 1 Fax: C7 '= 4^ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has cornmanoed prior to the issuance ofspermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a aeparato permit mustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT; I certify that all of the foregoinginformation is accurate and that all workwill be done in compliance with all applicable laws regulating construction andzoning. WARNING TO OWNER; YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER ORAN • ATTORNEY BEFORERECORDINGYOURNOTICEOFCOMMENCEMENT, NOTICE In addition to the roquirements of this permit, them may be additional restrictions applicable to this property that may be found in the public records of this county, and them may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. n Acceptanceof p V&mWcafon that I will notify the owner of the property of the requireman"f Florida Lean , FS 713. Signature of O /AgentDate SipataWf Contractor/Agent Date Print 'kName Print C for/Agent's N Si° ' of Notary -State of Florida Date Signature of Notary -Stateof Florida Date 0 ,F" 1 A tY SEAL OFPI A L NOTApATRiCIA COULTONYSEAPATRICIA COULTON Own y yO_F_ FLORIDAENOTY PUBI Coducdd'".Y3M9We or ! U l QAo Ma or MYCO - x APPLICATION APPROVED BY: Bldg: Zoning Ut lines: initial & Date) (initial & Date) (Initial & Data) FD: lttitisl & Data) Special Conditions: r D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # SUBDIVISION: BAKERS CROSSING ADDRESS BUILDING APPLICATION d POWDER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS J 3 SETS OF ENERGY CALCS MANUAL 1 / DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEX CONTRACT Sri Ve,Gv 0 Limited Power Of Attorney I hearb . name and appoint: Craig Coulton andr each agent's of D.R. Horton Inc., To be my lawful attorney in fact to act for me and ?ply t The Building Dept. of: C' 1 t' np Say);6rl For a residential permit for work to be performed at; Lot # 1 - .. ! Subdivision ; i)aoe-us Address: " And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor ;; State Registration Number f Seay Signature of Contractor This foregoing inst ume t was acknowledged before me this; Date: t - By: Richard B. Ladd ( Contractor ) Who is personally ow to me, State of Fh County of FOFFICIAL NOTARY S PATRICIA COULTON TARY PUBLIC STATE OF FLORIDACOMMISSION.NO. DDI34330 Y COMMISSION EXP. LULY 26,2006 Notary Seal CITY OF SANFO RD P-0• Box 2847 SANFORD, FL 32772 PHONE !J (407) 330.5630 FAX d0 (407) 328.7367 APPLICATION FOR UTILITY SCRVICr ACCOUNT (DULL NA,IvM) "Atjaetq NAME T") _Q SERVICI`l ADDRESS r MAILING ADDRESS oZ ZIP TURN ON DATE / SINGLE FAMILY RESIDENCE -/ MULTI -FAMILY RESIDENCECWrrf- COMMERCIAL WORK# SOCIAL.I SECURITY# HOME# (- OWNER OF PROPERTY I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADD.RIAGREETOFOLLOWALLCITYRULESFORUTILITYSERVICEANDTOPAYESS. CHARGES IN EFFECT AT THE TIME OF DELIVERY, N ALL TING C _ A Qr—KStKVICE ADDRESS. _I MUST PAY STANDGES. DEPOSIT AMOUNT APPLICATION FEE OTHER FEES TOTAL DATE CUSTOMER# LOCATION# LAST BILC READ THIS READ CSR DATA FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200t Read the instructions on Daaes I.7. SECTION A - PROPERTY OWNER INFORMATION I Forinsuara Company use: NAME BUILDING STREET ADDRESS (Irduding Apt., Unit, Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number XXxX LUSITANA WAY CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 94, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, N necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: LJ GPS (Type): tt#' • ##.##" or ##.#####r) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME I FLORIDA133, STATE SEMINOLE COUNTY 120189 SEMINOLE B4. MAP AND PANEL 87. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER E5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE 138. FLOOD ZONE(S) gone A0, use depth dIIoo ft) 1201890024 E 4117/95 4I17195 A 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) dataor Lase flood doh entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING. INC. B11. Indicate the elevation datum used forthe BFE in B9: ED NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located In a Coastal Barrier Resources System (CM area or Otherwise Protected Area (OPA)? Yes 0 No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings* Buildng Under C oucion* Finished Construction A new Elevation Certiflcdie will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the buflding forwhich this certificate is bang completed - see pages 6 and 7. 1 no diagram accurately represents the building, provide a sketch or photograph) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, ARIAH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item CZ State the datum used. 9the datum is different from the datum used forthe 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 ConversioNComments Elevation reference mark used -Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Topof bottom floor (including basement orendosure) 29. 4 ft.(m) o b) Top of next higher floor WA. ft.(m) o C) Bottom oflowest horizontal structural member (Vzones only) NIA. ft.(m) o d) Attached garage (top of slab) WA. fL(m) o e) Lowest elevation of machinery ardor equipment king the building (Describe in aContinents area) WA. IL(m) o 0 Lowest adjacent (finished) grade (LAG) WA. 8.(m) o g) Highest adjacent (finished) grade (HAG) WA. R(m) o h) No, ofpermanent openings (flood vents) within 1 it above adjacent grade 0 o i) Total area ofall permanent openings (flood vents) in C3.h 0 sq. In. (sq. cm) i m 0 u a i H 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 mybest efforts tointerpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LANDSURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. AUURE55 CITY STATE ZIP CODE 320 E. SOUTH TE.180 ( /' ORLANDO FL 32803 SICiNAIUR€ UtjdkK lUI1 h11 2110/E03 TELEPHONE 9 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 Forinsuranoe Company Use: BUILDING STREET ADDRESS (Ind dM Apt, Unit, Suite, andlor Bldg. No.) OR P.O. ROUTEAND BOX NO. Policy Number OM LUSITANA WAY CITY STATE ZIP CODE Company NAIL Number SANFORD R. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL 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 useas supporting Information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similarto the building for which this certificate is being completed — see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch or phofograph.) E2. The top of the bottom floor (inducting basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (&eck one) the highest adjacent grade. (Use natural grade, 9 available). E3. For Building Diagrams 6-8withopenings (see page 7), the nexthigherboor orelevated floor (elevation b) of the building is _ ft(m) _in.(cm) above the highest 24acent 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.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zane AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with thecommunitys tloodplatn 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 omWs authorized representative who completes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (Without a FEMAAssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, a C, and E are oonecf to the best of my knowledge, PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) Thelocal official whois authorized by law or ordnance to administer thecommunity's floodplan management ordinance can complete Sections A, B, C (aE), and G ofthis Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section Cwas taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authaized by state or local law to certify elevation information. (Indicate the source and date of the elevation data to theComments area below) G2. A community official completed Section E for a building located in Zone A (without a FEMAassued or common ty4ssued BFE) orZone AO. G3. The following intimation (Items G4-G9) is provided for community tloodplain management purposes. G7. This permit has been issued for. New Constnidion Substantial Improvement G8. Elevation of as -built lowestfloor (Including basement) ofthebuilding 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 Ej Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 94, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 94 CONTAINS 5500 SQUARE FEET i THIS STRUCTURE CONTAINS 1787 SQUARE FEET t TOTAL CONCRETE 561 SO. FT. t TOTAL SOD 3152 SQ. FT. t TRACT "B" OPEN AREA 50.00' LOT 93 7 0 OO od 0 0 V) LOT 95 PT_ - — - —_ _ 20:06I - — - N90TX1' 00'E - - - - - 420.00' CENTERLINE OF1 LUSITANA WAY RIGHT- OF-WAY TRACT "A" 50' RIGHT OF WAY PREPARED FOR: DR HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' SIDE STREET: 15' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT, THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY 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 ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN. I BEARINGS SHOWN HEREON ARE BASED ON I THESOUTHERLYLINEOFLOT94ASBEING S90'00'00"E PER PLAT. TIELD DATE:) SCALE 1" . 30 FEET APPROVED BY: SJ JOB NO. ASM43058 DRANK BY: 1" = 30' GRAPHIC SCALE 0 15 30 H i O AA 1I V 250. 00' - — -/' /Ap < IV1 Z~,i ( 1) PLANS REVIEW CITY OF SANRg LEGEND BUILDING SETBACK LINE MLW CENTERLINE POS RIGHT OF WAY LINE POL Yxg xPROPOSED ELEVATION PCC POC PROPOSED DRAINAGE FLOW OR CONCRETE A L LB LAND SURVEYING BUSINESS C.B. LSLANDSURVEYORPRM PERMANENT REFERENCE MONUMENT pC PCP PERMANENT CONTROL POINT PRC P) PER PLAT PT M) MEASURED TYP CALC) CALCULATED A/C FND FOUND cow C/ W CONCRETE WALK RP S/ W SIDEWALK R CPCONCRETEPADCSPBPLATBOOKCPGSPAGESR/W SO. FT, SOUARE FEET MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFF CIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETESLAB CHORD LENGTH RIGHT- OF-WAY 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. I NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AM R. FOR 6: AA8M4VA8M4.906 &ft TT/1TN2000aimAM u 32801 ( 407) 426-7979 It. OWWAPJM Pr' Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install Contract Number Name i L l •rat.. INSTALLATION ADDRESS: Quarterly Payment Amount First payment due on the Install Ann veraary Date) Any payment deemed.30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. Name Address City/State/Zip Phone & Email SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED; DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will, warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at n'oadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVE.3N E RELATIONSHIP OF THE PARTIES. . Apex Representative Signature Date ustomer or Agent Signature DateApexPestControlInc., (Apex) will, In substantlal compliance with all federal, state, and local laws, rules, and regulations, aallapplicablerecommendationscontainedInliteratureprovidedbyDowElancotgnd ' 1 • Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during -those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4• during those years, Inform the Customer ofta. any new or increased termite activity noted at the Stationsb. any addition or, removal of Recruit* of Recruit* termite bait; andC. any observed •effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend thIa Service Commitment following the original twelve month obligation. The SentrPretreatmentPlanmaymaintainedfortheLIFETIMEoftheidentifiedpropertysubjecttothetermsandconditio iconagreementforerquarter (3mo period) payable on or before the end of the previous monitoring ns of thisthefifthyear, "deach year thereafter, Apex reserves the right to revise the quarterly payment amount, not o per year. g period. After to exceed 10 /o The Customer warrants full cooperation with Apex during the term of this Agreement, and agreesbaitedfreefromanyfactorscontributingtoInfestationsuchaswood, trash, lumber, direct wood -soil contactunderpiertypestructure, or as noted In "Special or Additional Comments"% gees to maintain the area(s) eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise ' notify, Apex water. . The Customer also agrees to notify. Apex of and ' the area(s) baited. At no time will damage caused to anInsectInfestation, be the responsibility of Apex In areas where any of the conditions described in t se Into, onto, or under', y Portion(s) of the Structure(s), even by an active wood destroying, of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibilityhis •Paragraph exist. Failure. ' DISCLAIMER: COMPANY DISCLAIMS ALL OAR W under this paragraph. INCLUDING STATUTORY W WARRANTIES, 'THER Ems, MERCHANTABILITY S, AND SPECIFICALLY DISCLAIMS EXPRESS OR IMPLIED; FITNESS FOR A PARTICULAR PURPOSE, OR W ANY 'FLIED WRAINTES. OFFURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROM RELOFA W0 SERVICE PROVIDED HEREUNDER CMANLIKE StRVIC. Customer expressly waives and releases anyclaimsn any law uD, rbitr tI TED TO AN TINGTO THE PRODUCT OR'. negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss o EXPRESS WARRANTY,, compensatory, Incidental, consequential, exem la r other legal proceeding against Apex for eventshallApexbeliableforanyamountgreaterthatamountpaidid the Customer t fuse, dImtnution of value, economic, Pry, punitive, liquidated, treble, or special damages !f any kind, and in no, oApexfortheservicetobeperformed. SENSITIVITYIPHYSICAL FACTORSt Customer understands and agrees that (I)it Is the responsibility of all famlly 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,ailorgy or, sensitivity 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 By specific reference hereto, the Customer understands that the,general terms and conditions are hereby made part of this contract and apply without exception, 1. DOWELANCO 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 ns Installed by Apex on the Customer's premises under this agreement. 21 On expiration or termination of this Agreement, Apex and DowElanco. or. Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition, 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon" System A. Apex will: (1)so notify the Customer; (2)offor Customer the alternatives of either using a different form of termite protection or discontinuing the relationshlp(notet Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, glue the Customer credit for service paid for but not yet recelvociv (4)lf the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for servlcea not yet received, andt(S)retriove, or advise DowElanco'oritsrepresentativeswheretoretrieve, the Components from the Customer's premises; and b, the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationshlp. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structuro(s) identified herein as of the date of the Initial installntion. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any 'termiticide being applied on or close tothelocationofanyStation, or; (3) soil Is removed or added around the foundation, or; (4) any tampering,of baiting equipment or suppflis occurs, the Customer will immediately notify Apex In writing. Failure to notify Apex in writing of the events listed above may void thisAgreement, Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customersexpense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoldance of damaging Any partoftheCustomer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENTMEFAULT, All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located InMerrittIsland, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex maywithoutnotice, terminate this Agreement and pursue all other available remedies, which shall be eumulative, and (2) interest shall accrue atthehighestrateallowedbylawduringtheperiodofanydelinquency, and (3) Customer agrees to pay Jill costs and attorneys fees Incurred byApex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all logal proceedings shall be In Brovard County, Florida. If any part of this Agreement isholdtobeinvalidorunenforceabloforanyreason, the remaining terms and conditions of this Agreement sheffect. all remain In full force nnd. CHANGE IN LAW. In the event of a change in applicable law as It pertains to the services promised .herein, Apex reserved the right torevisetheannualextensionchargeorterminatethisAgreement, DISCLAIMERICONDUCIVB CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, shortages of fuel/or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex, Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not beresponsiblefor; (I)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)aroas of existing damage unless areas have been repairedbyCustomer's evidence of receipts. ARBITRATION, Not withstanding any provision contained herein regarding litigation, In the event of an dispute arlsln CustomeragreestosubmitthedisputetotheleastexpensiveprocedureofarbitrationInaccordancewithherulesandproceduresdfotcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance with and subject to all' tht provisionsoftheUniformArbitrationActasInforceIntheStateofFlorida, or the Federal Arbitration Act, 9 U.S,C, section 1, it sea, Tht proceedingshallbegovernedbyonearbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or It., designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determinatlon of the arbitrators wil befinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an indivlduai•basis andnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees assoclated with the arbitration proceedltig. ENTIREAGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties any nootherrepresentationsofstatementswillbebandingontheparties. REFUNDS. Apex at any time on or after 36 (thlrtyslx) months from the Initial ditto of Installation, terminate this Agreement and b relievedofanyliabilityhereunderifApexdetermines, In its sole discretion, that it is unable to prevent or stop further damage to Propert fromsubterraneantermiteactivity, Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICEOFCLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be Made Immediately in writing t TheApexCorporateOffice. Apex is only obligated to perform under this Agreement If the Customer allows Apex aeeess to the Identint PropertyforanypurposecontemplatedbythisAgreement, Including but not limited to ro•inspectlon, whether the Inspection was raqueste bytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for it period of 1 (one) year from Its offective•date, Initial12 (twelve) month period, Customer may transfer or assign this'Agroement with a transfer fee payable to Apex After within h thirty) days of the transfer of the treated Property. Tradomark of DowElanco Brovard Area 08 S Plumosa St. Merritt Island, FL 32952 407- 459.2847 00- 929.2847 Orlando Area 7006 Stapoint Ct. #G Wlnterpark, FL 32792 407- 858.0540 888. 764.2847 Tampa/ Sarasota Area 314 Faulkenburg Rd N Tampa, FL 33310 13- 221.2847 877. 459.2847 CITY OF SANFORD BUILDING DMSION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT 0 I, Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 0 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: 0 a. Foundation plan Indicating footor stzos for all bearing walls. Provide side view details of those footers with reinforcement bar replacement. 0 b. Floor plan indicating interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizos, amok* detector, locatlon(s), landings, docks and stairs. Bathroom fixtures and distances from wails ato to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) 0 C. Elovations of all exterior walla, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. 0 d, Cross sections of all wall sections to be used in the structure Bearing non -bearing inter and exterior. Show all components of wall section. 0 0. Framing plan for floor Joists where conrontionally framed. Plan to Indicate span, size and species of materials to be used. 0 f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. 0 g. Stair details with tread and rigor dlmonslona, stringer size, methods of attachment, placoment of handrails and guardrails. o h. Square footage table showing footagos: IS S.F.Garagos/Carports Porch(s)/Entry(s) _ 34 S.F. a Patios) S.F. Conditioned structure S.F. Total (Gross Area)„,' 0 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 0 4. Soil analysis and/or soil compaction report. If soils• appear to be Iunstable or If structure to be built on fill, a report may be requested by the Building Official or his representative. 0 5. Other submittal Documents: o it. Utllfty totter or approval when public water supply and/or sewer system connoction to be made o b. Septic tank permit to be obtained from Seminole County Health Department att 400 W. Airport Blvd,Sanford, FI (407) 6654600. c. Arbor permit when tro*s to be removed from property. Contact the City Enginoor for details rogarding.tho arbor ordinance and permit. 0 6, Application to be completed thoroughly and slgnatures provided by a licensed and insured contractor. OWNER(BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, Inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, eloctrieal, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- do bewhs - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Sot 10. Framing 11. Tenant Separation / firowall 12. Insulation, wails and/or ceilings 13. Electrical final, mechanical final and plumbing final14. Building final . 15. Other DATE SIGNATURE BY Owner or Aotho A.=eat) Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xis PAGE DESCRIPTION DRAWING / REPORT p SERIES INDEX MASTER FILE NUMBER 1 . 1 JINsTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 . 2 • INSTALLATION DETAIL W1#8 SCREWS HORL SLIDING FIN WINDOW IFLEX0020 1000 3 INDEX 4 INDEX ' 6 INSTALLATION DETAIL W= SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 jNNSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 INSTALLATION DETAIL SGL HUNG FLANGE WINDOWS JFLEXM9 IFLEX0020 IFLEX0016 Jim J1000 11000.1500 & 2000 6 INDEX .. 7 JINSTALLATION DETAIL WM SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 11000,1600 & 2000 1000 9 2000 8 INSTALLATION DETAIL W/M WOOD SCREW FIXED FIN WINDOW FLEX0030 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 10001750 & 2000 11 FIN INSTALLATIOWDETAIL DESIGNER FIXED WINDOW INDEX : MASTER FILE NUMBER 5 12 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 IFLEX0021 1000.1750 & 2000 1500,1000 & 2000 13 INDEX - . 44 ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS MASTER FILE NUMBER 6 .. FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IFLEX0027 1HMFINTR 1500.1000 & 2000 1000 / 1500 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS ! DESIGN PRESSURE CAPACITIES 1HMFLGTR 100011500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 11600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 18 FIN HORIZONTAL MULLION SECTIONS / DES93N PRESSURE.CAPACITIES 1HMFIN 1000 / 1500 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11VMFIN 1000 / 1600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES I1VMFLG 1100011600 22 INDEX ' 23 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 11VMHMFLO MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1100011500 2HMFINTR 2000 24 FIANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VM14MFLO 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS ! DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 IFLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLO 12000 30 IFIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 12000 31 IFLANGE VERTICAL MULLION SECTIONS ! NSIGN PRESSURE CAPACITIES 12VMFLO 12000. r 4 s ti PaQ rI Of 1 PLANS REVIEWED CITY OF SANFORD maemastwo—ts TEST REPORTS U17 MNW" 9Y rWRIDA EXTRUDERS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE NCTL-210-2319-1 A 53 1 /8" X 72" NCTL-210-2327-1 72" X 72" DESCRIPTION SER. 1000 SINGLE HUNG 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-210-2089-1 180" 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. 80AFTEST CONCRETE OR MASONRY OPENING BY OTI,ERS ONE By WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK STUCCO J By OTHERS PERIMETER CAULK B7 OTHERS GLASS (TYP.), SEE NOTES) WINDOWHEIGHT PERIMETER CAULK BY OTHERS v CAULK BETWEEN dINDOW FLANGE 6 PRECAST SILL W/vULKEM 116 ADHESIVE CAULK OR APROVED EOL.. CIE By WOOD CONCRETE OR DUCKBy OTHERS MASOMRT OPENING CAULK BETWEEN WOOD sr 07HERS BUCK a MAS'Y. OPENING BUCK WIDTH t-1/.' IGw By OTHERS SHIM AS REO'O. D. INSTALLATION ANCHOR FLANGE TYPE 1/4' Max. 3/ 16' DIA TAPCON WINDOW FRAME (SEE NOTES) SHOWN ( SEE NOTE 9) JAMB INSTALLATION ANCNr2 3/ 16- DIA. TAPCON SHOWN ( SEE NOTE 9) p I GLASS ( TES) EMBEDMENT , C ( SEE NOTES) SHIM AS RED,& 1/{• MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER BUCK HEIGHTFLANGE TYPE WINDOW FRAME SILL CAULK BETWEEN WINDOW FLANGE J L W13DD BUCK PERIMETER CAULK By OTHERS WINDOW WIDTH STUCCO BY OTHERS CyAK BETWEEN SECTION B-B ;.OKMI„G BY OTHERS WINDOW HGT, I K- WItvDDW WTH. ELEVATION VIEWED FROM EXTERIOR TAPCON LOCATION CHART CALL TIP TO I` N'S IN HEAD LOCATIONS IN JAM UP uSox 51pv SIZE TIP T6°fTTO 7TO022 74 X 26 C,C 5:0 IJ IJ 023 7/ X 32 3/8 C, B .0 EI,J.K.L IJX,L 24 7• x SD 3/9 LO CD.E IJ.K:L J 1 1,J, L D33 SG6 I, X 38 3/! I B.C.0 : I . ^.D.E 1J.K,L _I IJX.L 11 /A % • 'A 1 B.C.0 : I • .0 :: I,J:K,L G M.I J.K722 ill X 26 LA. i23 1 / I X 3E 3/3 I B.C.^ o. ,D.Ei Li I IJ.K,t TAnt % / e,cD C.D.E3 I.L KL M2 120 x i IJ A J.K.L M3 t20 X 31 ]/! B.C.C.E ' A .D.E.F WJC.L IJ,KA1 x ! A_B.C.L.E.f A„C.D EfGJ( I.J,K '- I J K6020 72 X 24 Ii 6030 72 X 36 C0 3,C,D.! I. 1J.K.L 7 48 ED B.C.D.£ IJ,K.LI .K,L 7020 6- X 24 IJ 7030 6/ X U B:Cr £ I.C.D,E W.K.I. JJJ(.L 7040 B.C. E Z _,O,-E I,J.KA LJ,K,L 8020 96 X 2/ t o._.._ J. 6030 96 x 36 B.C.0 3,511JXL , I.J.K.L B. C., E A.S.C.DE F I.J.K.I. N 1 K 0020 10! x 21 G: 1bLi S. C.D.E IJ. K.L 9030 106 It 36 B.C.LI C = A5.C.D.E,F UXl I K WXL All. 1120X2sIJtL10030 120 X 36 B.C.01 9.C.O.E.f IJX.L I,J.K,I. t00<0 120 % 18 B.C.C.E I A 0020 C, D. E. I,J,K,L I,J,K,L NOTES• 1) SHIM AS REO'O. AT EACm INSTA-LATION ANCHOR. MAX. ALLOWABLE SM:W STICKTO B£ 1/4. 2) WINDOW FRAME MATERIA., ALL'W:NUMA:LOT 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFIC-ENT LIM. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 1) USE SILICON= ACRr-IC CAULK BEHIND WINDOW F.ANCE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHES1vE CAULK OR A=PROvED EWA,. H S) USE SRJCOm2ED ACRYL:_ CAULK FO4 PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) IF EXACT WINDOW SIZE IS NOT WEED IN ANCHOR CHART, USE ANCHOR OUANTITY -LKTEDWIT,. )IEKT LARGER SIZE. FOR Tr.E APPROPRIATEDESK:N PRESSURE REOA. J B7) GLASS THCKNESS MAY VARY PER THE REOUtREMEN-5 Of AStM E1300 CUSS CHARTS. 8) LETTER CESIGNAT1014S ON THE TAPCON LOCATION C: J(RT !+DILATE WHERE TAPCON ANCHORS IARE TO EE INSTAL::D WHEN uS,NG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED W-+ /L 5:4EW5 OF SUFFICIENT LTH. TO PRDYTDE MIN. 5/ 6 IN, EMBEPM JT 1NT. W00J BUCK. 10) APPLICATION OF IIULKEY Iit A: ESIvE CAULK AT -SAME SILL MUST COMPLY WI' N SEALAN- MAN,=ACTUPE?'S RECOMMENDATIONS. 11) WHERE WINDOW IS INS ALLED 1% MASCNRT OPENING WITH A STRUCTUAL TWO BY BUCK. USE !'0 SC,EA'S OF SUFFICIENT :ENGTM TO ACHIEVE 1-3/$ MIN, EM9EOU- NT A: a_L IhSTALUTION FASTENER LOCATIONS. SILL or) TOOLitiTERNAT10NlBy $ O•A' FLORIDA EXTRUDERS `SAINFORD, F PRECAST SAL + • TITLE: IN-TALLATIC; DE;IL Y/ TAPCCNS FORZ. SLI By OTHERS v`jG• FLANGE WIN._•r XnX CONFIGUR47ION- SERIES SECTION A — A 2 1 2M y+ FDRAWNHY: B3 APPROVED BY: DATE 10/ 23/01 I SCALE: NTSDWG.: = LEX0022 PREPARCD 31. PRDDWT 6 AM'PLiC{TIONEu6yvCCRING. YS.. 2S6 W(E2mTl` L PKv( •J:Ti 210. MCA'-3v. r— z; i.)Ni PICK N3) 6!!-0365 fat N0. SHEATHING CAULK BETWEEN BY OTHERS WINDOW FIN L SLLAT INSTALLATION ANCHOR RB SCREW STUCm OR SIDING By O: M4ERS PERIMTER CAULK By OTHERS GLAZING (TyPJ c£EE NOTE 7) VINDID I MIGHT PERIMETER CAULK By OTHERS INSTALLATION ANCHCR IS SCREW STUCCO OR SIDING By OTHERS CAu.K BETWEEN VINDDW FIN 1'MINtSHEATHINGSHEATHINGJ! BY OTHERS MBEDMENT SECTION A -A TVO BY WOOD BY OTHERS 1/4' MAX. SHIM SPACE SHIM AS REO'D. SEE NOTES) WINDOW WIDTH rim TTPf VIHDOVFRAME 24• OC. MAX. LT rP HEADERA WINDOW COLIALLY HEIGHT X SPACE ANCHORS B cTYP.) A II 6 MAX—) 24. 7y cT YPJ FIN TYPE MAX. D. C.CT TPJ SILLvImFRAM 6' MAX. (TYP.) SILL ELEVATIONVIEWED M X RIOR MARBLE SILL ST13 X By _ N--wM- ..'. OTHERS 91MMnA1.M `L•:s/ ,',b NAME: APRjD, f E upge5 _ yfu s1 1/t SHIM SPACE MAX. SHIM AS RED-D. SEE NOTTv, TWO By WOOD By OTHERS WINDOW WIDTH TWO by WOOD BY OTHERS Stills AS REO'D. SEE MOTES? 1/4' MAX. SHIM SPAC_ CAULK BETWEEN WINDOW FIN L SHEATHING I• Mix EmSEDN:NT i GLAZING ( TYPJJ SCE NOTE 7) PERIr-E7ER J. CAULK MA7HtNGBy CiNasBrO:H£RS FIN TYPE WINDOW JAM3 STUCCO opFRAME SIDING BYINStALLAi30NOTHERSANCHOR X3 SCREV SECTION B- B NOTES, 1) SHIM AS REO D. ADJACENT TO EACH IMSTALiLTION A.tiC••HCP. MAX. ALLOW ZLE SAG( STACK TO BE 1/ 4. 2) WmIO0w FRAME MATERIAL: ALUMINUM ALLOT 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFC':ENT LTA. TO t_HIEVE MIN. EMBEDMENT Of T- INTO WOOD FRAME MEMBER. t) USE SOXONIZED ACRYLIC CAW( SEMWO WINDOW F;N A: HEAD. SILL 4: JAMBS. S) USE S0.)CONIZED ACRYLIC CAULK FOR PER. CtER SEA, AROUND EXTERIOR OF WINDOW FRAME. 6) CLASS THCK14ESS MAY VARY PER THE RECJftWENTS OF ASTM E1300 GLASS CHARTS.. 7) INSTALL INSTALLATON FASTENERS AT 6' M4X. FROM COP.uERS ANDMN1. 24' O.C. DESIGNPRESSURE CAPACITY OF INSTALLATIONS. W'H A ICHCR SPACINGAS STAT:D, IS 70.0 PS; FOR ALL AVAILABLE SIZES UP TQ 73' X 71' MAX. PREPARED IT PRODUCT L APPLICATION EWIKERING, INC.'. VM INTERNATRNAL KVY.. SUITE 256. MCA".-JMv, TLCCIA ZZ746 PMOK 4.7 W5-0367 FAX 427 W.3-"5t S SHEATMING CAULK BETWEEN BY QTMERS WINIGW FIN aSHEATMNG _\ INSTALLATIONAHEMORsaSCREW STUCCO DR SIDOTHERS I CAULK, 9, OTHERS GLAZINGSEENOTE 7) WINDOW HEIGMT PERIMETER CAULK - + By OTHERS TWO BY WOOD 1• MIN IT OTHERS jEMSEDME4Tj / _ . I/4• MAX. SHIM SPACE SKIM AS REO'D. FIN TYPE (SEE NOTES) WINDOW FRAME HEADER 1/4' MAX. CAULK BETWEEN WINDOW WIDTH SHIM SPACE WINDOW FIN a SHEATHING TWO BY WOOD BY OTHERS SHIM AS ES) D. SEE NOTES) X I' Him. EMBEDMENT 4 111NDOW WIDTH GLAZING (TYPI cSEE NOTE 7) Dow PERIMETER t S+fATMtNG BY OTHERS 24. O.C. A. j MX FIN TYPE FRAMEJAMB CAULK BY E7HERS INSTALLATION ANCHOR 03 SCREW cTYP. f A I STUCCOOR SIDIN G BY RS WINDOWHEIGHT rim TYPE WINDOW rRAME. SILL MARBLE SILL STOOL By OTHERS QTNf SECTION B— B EpUALLY SPACE ANCHORS (TYP.) n T) SHIN AS RS0'D AOUCENT TO EACH ui5TALcwtpN ANCHOR. A IV MAX. MAX ALLOWABLE SHIN STACK TO K 1/4'. 24• ELC. ( TYPJ 2) WINDOW FRAME MATERIAL: ALUMaA)M ALLOY 6061 MAX. (TYP.) 3) INSTAUATrON ANOIOR MUST BE OF SUFFICOd LTH. TO 6- MAXATYP1JL ACMEVE MIN. EMBEDMENT OF I• INTO WOOD FRAME MEMBER. A) USE SIUCOMZED ACRr.IC CAULK REMIND mN00W Far AT HEAD. SILL h J."es. NATION =) USE SXCONTZ O ACRrjC CAULK FOR FERIMETER SEAL AROUND M x M. EXTERIOR OF WINDOW fRAME. 1/4• MAX. WHEW 6) GLASS THICKNESS MAY v&RY PER 7HE REpUatEMEMS D< ASTM r SHIM SPACE E1300 GLASS CHARTS. 1 _ w.- t , f4: >t A .ice r ^ 7) INSTALL INSTALLCON FATENERS AT 6' MAX. FROA CGRNERS i . +. '--i. A'- h` 4. •'. a"r • AND MAX. N' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS WrAANCr3RSPACINGASSTATED. IS 70.0 PSF a '2 2TFK ! FOR ALL AYAI A? r SIZES UP TO 119' X 49 5/B• MAK. INSTALLATION , ANCHOR 98SCREWSHIMA! STUCCO OR ( SEE N1 SIDING IT DINERS CAULK KTVEEM WINDOW rim SHEATHING 1 M) N S)EATM) NG By OTHERS EMBEDKNT P WO oByWOOORS SECTION A — A r'oR oA ExfRv Rs tE0'D. MA 5 aR MI fit. # S) REVDESCRIPTION DATE INI INTERNATIONAL, INC FLORIDA EXTRUDERS 'SANFORD. FLORIDA TITLE: INSTALLATION D'LTA'.L :/ f19 SCREWS HDR2. SLIDING FIN WINDOW xOx C,3NFIGURATI0N- SERIES1000 i DRAWN BY:BB APPROVED BY: 1'LL) DATE:12/ITO1 SCALE:N. T. S. DWG.: FLEXo029 PREPARED If. RD6U(T a Aor:ICAt16. [NGINEERu4. INC. 2W INTERNATIOMAL KVT- UITE M. MEATMRDw- T;JIIDA D27•i rONC •Ot ROS-03:3 rAX wt ONE BY WOOD CONCRETE OR CONCRETE OR CAULK BETW££n WOOD INSTALLATION ANCHOR BUCK BY CTMERS MAS0N OPEMIA MASOW..Y OPENING BUCK L MA$'Y. OPENING 3/IS' DIA. TAPCON 8r OiMERi BY OTHERS By OTHERS + B.W t-I/•' IIXa SUCK V[DTM) I rj ENXpKMT ONE BY WOOD 1/4. SHIM BUCK BY OTHERS SPACE MAX. D p 1-1/4• MIN. RANGE TYPE CAULK B£TY£EN EMBEDMENT WINDOW FRAME SMIM AS REO•D WINDOW FtANCaE C JA143 (SEE NOTES) L WOOD —I INSTALLATION ANCHOR j 3/16' DIA. TAPCON 01/s• SHIM SPACE Huz, RIGID VINIfL GLAZINGB£•D GLASS (Tta.) SEE NOTES> STUCCO O) BY OTHERS - SHIM AS REO•D. PERIMETER (SEE NOTEi) CAULK BETWEENCAULKS.M. WA BY OTHERS (BUCK vINDDv L WOODLANGEBUCK o VINDOW FLANGE TYPE HEIGHT) HEIGHT) WINDOW FRAME PERIMETERHEADERCAULK STUCCO GLASS (TYP.) BY OTHERS BY OTHERS cSEE NOTES) v.v. vlNDDv vIDTH) CAULK BETWEEN - WOOD BUCK LSECTION8-8 BSotsCNING RIGID VINYL MOTIFS. NG HEAD 1) Spam AS REO'D. AT EACH 1N$TALLA7ION ANCHOR. NA%. A_LOWABLEGLAZINGSHIMSTACKTOBE1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFOENI LTM. TO ACHIEVE N"' PERIMETER EMBEDMENT OF 1-1/4- INTO MASONRY ORFLANGETYPE CONCRE'£ CAULK FLANGE FRAME 4) USE SLICOMZED ACRYLIC CAULK BEHIND WVOOW FLANGE AT MEAD A By DINERS SWINDOWILL JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM I isUSE ILICONIZ CAUL( DR APPROVED EOUAL- PERI5) LSE SILKOHIZEO ACRYLIC CAIAJ( FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE MZ 6) IF EXACT W04WW SIZE IS NOT LISTED IN ANCHOR CHART. USEANCHORQUANTITYLISTEDWITHNEXTLARGERSIZE. FOP THE APPROPRIATE DESIGN PRESSURE REO•D. 7) GLASS TMuCKNESS MAY VARY PER THE RZOUI(EMENTS OF ASTM E1300 C GLASS CH RTS. CAULK BETWEEN V B) LETTER DESGNATONS ON THE TAPCON LOCATION CHART INDICATE WINDOW FLANGE C WHERE TAPCON ANCHORS ARE TO BE INSTALLED WM£N USING THE L PRECAST SILL EXTERIOR E`VmTION AS A KEY. ADHff VULK M 116 PRBYoTMSILLERS SECTION A -A 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TA'K00 ANCHOR OR APROvED EOL. SHOULD BE FILLED WITH /S SCREWS OF SUFFICIENT L.-M. TO PROVIDE MIN. 5/B RL EMBEDMENT INTO WOOD BUCK( W.W. 10) APPLICATION OF VULKEM 116 ADMESN£ CAULK AT FAME SILL MUST COMPLY WITH SEALANT wNUFACTUPEP,'S P.ECOMMENDA,ONS. A 1 1) ONE ADDITIONAL FIELD DP.r: EO L4 INSTALLED ANCHOF 1$ REO'0 IN A B D EACH JAMB ON THE FOLLOWING SIZES: -D25- (73 F 62). "026- 73 X, 71).-56M60M- (65 x 71). k "60060M- (71 X71). PLACE 7— ANCHOR BETWEEN ANGMOAIS 'G AND I' AND BETWEEN ANCHORS -M E / AND J' OvEa 55 PS ONLY, 12) WHERE WINDOW IS INSTALLED IN -SONP." OFIENI4C WITH A STRUCTUAL F Two By WOOD BUCK. u; FL w 10 SCREWS OF SUFFICIENT LENGTH TO AC11)eKE 1-3/B" MIN. EMMBEpuENT AT AFL FASTENERW.H. G LOCATIONS. ON SIZES NOTED IN NOTE Z;I ADD A 710 SCREW 1 H ANCHOR 70 EACH JAMB FOR NOTED OFS4N PRESSURES. B B GEUMA,,, FL'OD.A. L. ..'.r. l1MAMWAcrmwIMAMtV "' A ELEVATION R# VIEWED FROM EXTERIOR - - PPEPAaE it nPOMI X APPLICATION E: e CALL TAP TO L%^-A:IVPM3 HIV MC/MN56pv 56W SIZE I TIP TO TO TO 10 TO TO 4cr s 7C-vC 11 1N2 26 1/2 X 26 C C C G.H H G.M IN3 26 1/2 x 36 3/0 C C C C,N G n GJM 1.4 26 1/2 X 50 5/8 C c C G.H G.M G.MJJ BH•5 26 1/2 % 56 t/. C C C G.H G!K GIIJJ tN5 26 1/2 x 63 C C C G.H G:HJ,J G/IJJ 1H6 26 1/2 X 72 C C C G..M G.Hl.J GhIJ 22 37 X H n w 23 37 X 36 3/L C C G'. G." 24 37 A 50 5/9 C C C G,N N!J G^!J 45 1/ 37 x 56 • C C C1 CH HJ.i25lmjJ37X63CcCG,H MJJ G,AJ2fi37x72CCCCFF,G.HJ.J 31 53 1/3 X 3S 3/8 C ex eC G.M G,H G.M Ij 34 53 1/9 x 50 S/6 C 0'C G.H G M!J GtMJJ 345 3 1/2 X 56 1/4 C B.0 c G.MJJ G.MJJ 35 5] 1/L X 63 C B.c e.0 H,I.J GnJJ E F..NIJ 6 1 1/ x 7 C eC B.0 G.HJJ E.F.G.N.IJ E.F,,H!J L C23 74 x 36 3/6 ex B.0 I A3.c.0 G,H G,MJJ G -IJ.J i D24 74 X 50 SIB B.0 eC A.S.C.D C HJJ Glut E F G M!J 0245 74 z 56 I/• B.0 B.0 A3.C.0 G HJ.J EF.GlIJJ E F Mw 025 14 x 63 eC B.0 A.:.C.D G.HJJ E.F.GIIJJ 0.G.MJJ' 74 x 72 B.0 e,C I A C,D C.MJ-: EF.GILIJ F.G•NJJ- 2OM20M20M30M 4 4 2 x 36 t. E C c.H CM W+ 20M40M 24 X 40 C C C c.H G:M G.n 2OM46M 24 X 54 C C C G.H G.H G.HJJ 20MSOM 24 X 60 C C C Gl1 C." G.HJJ x 72 C C C Cr. Gm IJ IM 3OMZ0M 36 X 24 H n 4 3OU30M 36 X 36 C C C G.H G.H Gil 3OW40M 36 X 43 C C C G,H G.HJJ G'"'*' 3OM46M 36 X 54 C C c G.M G.HJJ CMJJ SOMMSOM 36 X 60 C C C G.M GJMJJ WtJJ 30M60r 36 x 72 C C C G.NIJ G,MJJ E.F.G,nJJ 40M10MM AS x 36 C C B.0 G.M Gm G.M I j 4OM40M AS x 4e C C ex G,N Gl1JJ G,MJJ 4OMA$M A6 X S4 C C 3.0I cm G.MJ.J GJUJ 4OM50M ee x 60 C C B.0 G,HJ.J c.HJJ E.f,G.H.IJ 46 X 72 C C e.0 C.M,IJ EF C.Hl.J Efc..Hj how 46MSoM 54 X 36 C B.0 e... B.c n G.N n G.H n 0 4SM40M 54 x 46 C B,C B.0 Cm G.MJJ G.NlJ ASM46N 54 X S4 C e.0 B.0 G,MJ.J G.HJJ EF.C.MJJ 46M50M 54 x 60 C B,C. e,C G.HJJ G,MJJ E.F.G,H•U 4. M%7 c C 2.0 GHI . f 1 F. OMROM 5OM30M X 4 60 X 36 C B.0 N G.NGJM G.H G.M G,H c.HjJ WU40M 60 x 46 C B,CN e.0 G.H 6,HJJ G.MJJ 5OW46M 6c X 54 C S.c G.MJJ C.HJJ ES4,14 i SON50N 60 X 60 C B.c B.c G.nlJ G.MJJ E.F,G.M,U SpMMbOM 60 x 72 C B.0 3.0 G.HJ.J E.f.C.N.IJ E.F.G.H.0 S"30M 66 X 36 B : B.0 AS.-: G 'MGll G. G.MJJ 56M4OM 66 X AS B.0 Al C.O G.M G.""C.MJJ 5A6M6M 66 X SA eC B.0 A_:C.: G.M.LJ G.NJJ EF.G.HJJ 56u50v 66 X 60 EX eC A.3.C.. G.HI.J E.F.G.HJJ f.F,G.NJJ 56M60M 66 X 72 L 1 1. a.c A...C.c C.HJJ E.F,O.MJJ E.F.G.H 1 Fm 60M30M6OU40M 6OU46Mr6OM53M 72 X 36 72 x AS 72 X 54 72 x 6C 72 x 72 e ce.0 Bc c E c B.c B.c e.0 of- B.cA.e.0 A— I A.B.C7A3.t,: A?.C.', Gl+ G'. G.H,IJ G,M.IJmu G.H G.HJJ G.MJ.J EF.G.HJJ E.F C .IJ GlIJJ GJIJJ EF,GJNJJ E F.S uJ ADD TIONAL AN HERS RE^,'D. SEE 11NOTE INTERNATIONAL, FLORIDA EXTRADERS, TITLE. INSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANG--- WINDOW SERIES 1000 INTERMA•IJKK PzvY- SUf7E 2x. KAr-:Su, %:C ;iA 32746- P.,C•C •:7 905-0361 rAA 437 745-435 I I CAULK BETWEEN S.W. ONE By WOOD CONCRETE OP WOOD BUCK 6 (BUCK WIDTH) MASONRT OPENING NAS'Y. OPENINGBUCKByOTHERSBTOTHERSBYOTHERS INSTALLATION ANCHOR ONE By WOOD 3/16* 6' DJA6D1A. TAPCON CAULK BETWEEN BUCK DY QtISRS WINDOWvtpaAMM r otmirx 1 1-t/v MINE SHEM7ASREOID. EMBEDMENT RIGID VIMAD (SEE MOTES) F f GLAZING BEAD _ 1I.STALLASION ANCHOR CTTPJ 3tw DIA. TAPCON STUCCO -/ By OTHERS JQV SHIM AS RED'0., SHIN MAX SEE NOTES) PERIMETER CAULK BY OTHERS FLANGE TYPE Wtmwv FRANK HEADER RIGID VOsrt GLAZING DEAD L ( GLASSTYPi (SEE NOTES) GLASS TTPXSEE NOTES) 1-1/4, MIN ENBEDNCNt D STUC CIE BY OTHERS 17 K/O FLANGE TYPE WINDOW FRAMEJAHB CAULK BETWEEN WINDOW FLANGE PERIMETER v L WOOD BUCK CAULK BT OTHERS W.W. WINDOW WIDTH) I 4E1E4HU 1 Bx BUCKHEIGHT) CAULK BETWEEN WINDOW FLANGE L PRECAST SILL v/ CAULK. O 116MA ADHESIVEB-B CALx.K. R Rv'fOL. FLANGE TYPE W PERIMETER ENDED FRAME CAULK SILL BY OTHERS CAULK BETWEEN WOOD BUCK L HAS- T. OPENINC Bt OTHERS CONCRETE OR MASONRY OPENING BY OTHERS IaEl W.W. ci ITF PRECAST OS OTHERSIF AI3 O SECTION A -A 1AS REO•D, ATEACH INSTALLATION ANCHOR. MAX. ALLOWABLE A 4 E SHIM STACKTOBE1/4-. jn 2) WINDOW FRAME MATERIAL: ALWwwUu ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTN. TO ACmEWE 1-1/ 4- INTO MASONRY OR CONCRETE. 1 l 41„ Np6 EMSCOMENT Of 4) USE SMICOH6ZED ACRYLIC GAOOW L BEHIND WINDFLANGEATHEADJAMBS. SILL UST BE ATTACHED TO THE SUBSTRATE WITH J M CAULK K ORAPPROVED PERwETEOUAL Bv KB 0 5) USE SLCOMZEI ACRRnJC CAULR SEA. AROUND W.H. F EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE G Y V ANCHOR OUANtIIY LISTED WITH NEXTLARGERSIZE. FOR THE f Y APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREWEbTS OF ASTN CLASS CM,4M. ZC a) LEE" DESIGNATIONSON THE TAPCON LOCATION CHART INDICATE H TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMS 3OW TO .Orsf 41IV TO 70PSF 301Tf TO 40w IV TO 7>51 SIZE SIZE 12 16 1/3 x 25 B B F.G FA 13 16 1/6 X. 37 3,16 B 8 F,G F,0 14 16 1/SX 49 5/5 6 B F.G f.0 145 6 1/6It is I/4 B B F.G F.0 1s 16 1/3X 62 9 B FA G 16 to 1/6 X 71 8 B F.G F.ci1J 17 It Ita x 93 F FG . Mn 25 1/2 x 23 8 B IM3 251/2 x 37 3/8 B B FIG F.G 1M4 26 1/2x 45 5/3 B B F.0 F,Gi i 1M45 25 1/2 x 15 1/4 B B F.G F,Gi1i IMs 25 1/2 X 42 B B F.G FAGm; 1M6 25 1/2 x 71 B B F,G F,Ghi 1N7 25 1/2 x 33. B 8 F,6.ix FGJ.4 30 1/2 . 26 0 1/2 • 30 3/ 0 z9 I/2 X 25 29 1/2 x 37 3/6 B B A F,G 30 1/2 . So5/ 6 29 1/2 It 49 5/3 9 B F.G F,G:Hi 30 1/2 . 56 1/ 4 29 1/2 X SS 1/. a B F.G F,G F,G,H. i F. G.Mi 30 1/ 2 . 63 301/2 . 72 29 1/2 x 62 29 1/2 171, 8 B B a F.QMiF.G.ni 30 1 . 6. 29 1/ 2x 63 B B F,GJ.K F,GJ.K2336 x 25 36 x 37 3/S B B FA F,G 24 36 x 495/ 9 B B e B F.cF,Gf,O.Mi F.Ghi 24525 36 x ss1/. 36 X 62 B a F.O.Hi F.Oi/J 26 36 x71 B B F.G,Hi O.E.F.G.i 7 36 x83 B B F.GJi( F.G.Mi.a4 4 . 2 . 36 3/6 41 x 25fAi 1 x 31 3/6 B e FIG FIFlIi 42 . SO $/6 1 x 49 3/2 B B F,G F.MJ FC.ni42Ss 1/ 4 42 . W 4147 5sI 4 6 B B F FD.E.F.G!•i 42 72 1 x 71 B B fA w D.EIbi+.J 7 4 41 x 67 iG x F.G,MiJ.K 43 . 26 46 . 30 3/ 6 47 X 25 47 : 37 3/6 B A,C A.0 FA F.GPUF.UJU40 . so 5/57 It 49 5/6 B B A.0 A.0rA f,G.Ni F,Gxi6 , 56 1/. 46 . 63 7 X 55 T/4 F.G.M.1 D.E.F.GaV 46 . 72 7 x71 B A.0 FO,Hi D.E.f.Gi1.1 4 47 X63 K3252 1/6 x 23 BA.C33 FGr.,I34 S2 1/6X373/6 52 1/6 It 49 $/ 6 B B A.0 AC F, G. H,I Mi345 521/o x ss1/4 B A.0 F.G.M.1Gs+i3S 7A,9JA S2 1/ox62 B A.0 F.G.H.1Gitt36 52 1/3 x 719A.CGi+i37 S2 1/0It 63aACF,GJx 37 SIZE NOT AvAKABLE IN IODO OR 1500 SERIES. WHERE TAPCON ANC14ORS ARE TO SE INSTALLED WM--N USING THE L_ ExTER10R ELEVATION AS A KEY. R INTERNATIONAL. INC 9) Alt FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE.FILLED WITH / e SCREWS OF SUFFICIENT LTN. A TO PROWDE NIN. 5/8w. EMBEDMENT INTO WOOD BUCK. ROT A EXTRUDERS 'ODD SERFS SINGLEEMT HUNGUDER ' 20 E L E VAT I 0 N PIMHT ALSO APPLIES TO THEFLORIDAExTRu0ER51500AND2000SERIESSBCLEHUMGS. 11) WHERE WI(OOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTfWS OF M LENGTTWO H WOOD ACHIEEVEK'1 3/8- mI EMBEDMENTAT VIEWEDFROM EXTERIOR ALL wMALLAWN FASTENER LOCATIONS. FLORIDA EXTRUDE SANFORD, FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS — SERIES 1000 , 1300 L 2000 DRAWN BY. BB APPROVED BY: DATE: 10/09/011SCALE:NTS DWG.: FLEX0016 MzAREO I•: PRODLO A AP UC, " EIdA"f&$F xC.. 250 MTERNAnow MT.. S1xTE 250. W-ArmROw. NLOROA 32746 /HONE 407 003-0365 f" 407 6:5-3366 4 1 CAULK 8£TvEEN SHEATHING WINDOW FIN s By OTHERS SHEATHING INSTALLATION A'NCMDR RB v[D SCREv STUCCO By OTHERS WINDOW HEIGHT PERIMETER CAULK BY OTHERS GLAZING ITYP) SEE NOTES) PERIMETER CAULK By DTHERS INSTALL• ION ANCHOR AB WOOD SCREW STUCCO By OTICRS CAULK.BETVCEN WDXDOW FIN SHEATHING i SHEATHING By OTHERS SECTION A -A I' MIN. EMHEDNENT Two BY WOOD r BY OTHERS SHTM AS REO'D. ISEE NOTES) 114' MAX. SHIM SPACE rim TYPE WINDOW FRAME HEADER GLAZING (TYP.) ISEE NOTES) FIN TYPf WINDOW FRAME Si IARHLE TILL STCEkBrOTHERS TVO By WOOD BY OTHERS I'MIN. EMBEDMENT VINDCV VIDTN 1/4' MAX. SHSM SPACE SHIM AS REO'D. TWO BT WOOD ISEE NOTES) STUD By OTHERS CEWRAL YANUF I' MIN. EM3£Dr.£NTgryj_ GLAZING ITTP.) i' r y+ Fuz ISEE NOTES) SHEATHING. BY OTHERS CAULK BETWEEN WINDOW FW!DTH A- I 9 9 24• O-C. MAX. (TYP.) EQUALLY SPACE WINDOW ANCHORS (TYP.) HEIGHT T— A J 6 I6, J 14 ELEVATION vIEwED FROM EXTERIOR FIN TYPE WINDOW FIN WINDOW FRAME L SHEATHOkG JAMB PERIMETER INSTALLATION ANCHOR CALLK IS WOOD SCREW By OTHERS STUCCO BY OTH[RS SECTION B-B 11NOTES. IM AS R£0'D. AT EACH INSTALLATION ANCMGR. MAX. ALLOWABLE SHON SACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL ALUMIWM ALLOY 6063: 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE INN. EMBEDwENT OF 1' INtp w00D BUCK. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDCW FIN AT MEAD. SILL k JAW--S. S) USE SR.ICONIZ£D ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF wNDOw FRAME. 6) IF EXACT wINDOw SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUA%'ITY LISTED I"TH NEXT LARGER SIZE. 7) GLASS THICKNESS MAr vAP.Y PER THE P£OWRENENTS OF ASTM E1300 GLASS CHARTS. 6) FLORIDA EXTRUDERS IOD0 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLES TO THE FLORIDA ET4_DERS 1500 AND 2000 SERIES SING'-£ MU14G WINDOWS. I ' , PAIL: iC/ id/Ui I.:LALL: N. I I )LI1K...T LLAUJCD >In i ur c' AY OAS-OYS Y.r .SY am-63K 7 CONCRETE ORMASONRYOPENING BY OT CRS ONE BY WOODBUCKBYOTHERS CAULK BETWEENWINDOWFLANGE L VOCD BUCK STUCCO BY OTHERS PCRIMETER CAULK DY OTHERS GLASS (TTP.) SEE NOTES) vxWINDOW EIOMT> PERIMETER CAULK BY OTHERS a CAULK BCtVEEN WINDOW FLANGE - t PRECAST SILL W/VULKEM 116 ADHESIVE CAULK OR APRV-D. EOL. INSTALLATION ANCMCR 3/16- DIa TAPCON CAULK BETWEEN vGOD tUCK L ui'Y. ppEMING BY pt/ERSj GLASS (T)/ 4• MIN ISLE NOTES) Q C EMBEDMENT o AE' ACR SC sHu, As RE" ''" I • i/4' tM7L SEE NOTES) iss VAX — FLANGE TYPE WINDOW FRAME W.W. RIDGEDLAZIN VINYL GLAZING BEAD BC / IFBUCK/HEtGMT) B RIDGED VINYL GLAZING BEAD W.H. 24' o.C. MAX. (TTP.) 1 FLANGE TYPE vtNppv FRAME a 1 C PRECAST SILL BY OTHERS SECTION A —A_, A -I ELEVATION VIEWED FROM .EXTERIOR B.V. RUCK VIDTM) SHIM AS REO'D. i/4' MAX. SEE NOTES) RIDGED VINYL GLAZING BEAD t-v.• tea. CONCRETE ORwK9KNTMASCNRTOPENING BY OnERs D INSTALLATION ANCHOR 3n6' Dia .TAPCON . 0 v ONE of voeD BUCK BY OTHERS FLANGE TYPE v WINDOW FRAME CAULK BETWEENWINDOWFLANGE PERk£TER L WOOD BUCK CAULK BY GT,.ERS CAULK BETWEEN DOD BUCK L W.V. HATPENtNG OTHERSWINDOWWIDTH)\— BY STUCCO BY OTHERS SECTION B—B 1N0)E w AS REO'D. AT EACH INSTALLATION AIY-FWR. MAX. ALLOWABLE SHIM STACK TO BE -. 1/, 2) WINDOW FRAME MATERIAL- ALVHAwu(r ALLOY 6063. 3) s/td' ora TAPCON INSTALLATION ANCHORS uusT BE OF SUFFICIENT LTH. TO ACMIEIE wN. EwBEDwENT OF 1-1/4' tNTO MASONRY OR CONCRETE. USE slucaAzEo ACRYLIC CAULK REMIND wa(Oow FLANGE At MEAD e( ,,A><BT. SILL MUST BEATTACHED10THESugSTRATEWmVW(Ew tid ADHESM CAULK OR APPROVED EOUAL.. S) USE SWCOwZED ACRYLIC CAULK i0it PERIMETER SEAL AROUND EXTERIOR 0: YKNOOw fIANCE. d) IF EXACT wfNDOw SIZE K NOT LISTED IN ANCHOR CMART, USE ANCHOR 0(tANM'( LISTED WITHNEXTURGERSITE. FOR THE APPROPRIATE DES:Cn PRESSURE RED'D. 7) CLASS THICKNESS MAY VARY FR THE REOtMi£wEn75 OF ASTw Et 300 GLASS CHARTS. B) wNElE SPACING BEtwEEN TAPCON AMCHCRS ExCcEOS Y4 IN. O.G., /L SCREwS'OF SUFfKENTLTH. TO PROVIDE wN. S/D IN. Ev4-'.OH4£NT INTO w000 BUCK SHOULD 8E INSTALLED. 9) FLORIDA EXTRUDERS 100E SERIES FIXED WINDOW K SHOWN. THIS PRINT ALSO APPLES TO THEFLORIDAEXTRUDERS2000SERIESFaEOww0Ow5. --. .... 10) SEE BACK 9F THIS $MT, FOR M/$iL•N ANCMOR REOUIR°J4ENTS. 11) APPLICATION OF 1M1)LKEAI 116 AoH,-SNE CAULK AT FRAME SILL MUST COMPLY wITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 12) WHERE wIN00w IS INSTALLED *I MASONRY OPENING WON A STRUCTUAL Two Br w000 BUCK. USE /t0 SCREwS.GF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' urn. EMBEDMENT. 13) wV+DOw uNRs CAN BE Lrr:ED TO OTHER wKt$ USING ALW.xNuw TUBE wuwor+. SEEMULLIONINSTALLATIONSHEETSFORREOUIREw'_NTS. INTERNATIONAL. ItiCFLORIDAEXTRUDERSsANFORD. FLORIDA TITLE: iNSTALLATit N D=TAIL / ONE BY BUCK FIxED FLANGE vINLOu -SERIES 1000 & 2000 DR "_ nn AWy BY: HH APPROVED BY: 1 q212WL DATE:I0/22/Q1 SCALE:1v1S DWG.: FlEX0018 SHEET 10: 2 PREPARED BY,'PRDDUCI 1EC/w0<OLY [OR_ 230 rnTTJtN.TKMAt PKt.Y, SUITE SSO..f_ATMRON, RDR[w 32746 PHONE 407 B05-DS65 FAA 407 1105-:366 SHEATHING By OTHERS CAULK BETWEEN WINDOW FIN t SHEATHING INSTALLATION ANCHOR 09 SCREW EXTERIOR11OTIHERS - PERIMETER / CAULK - BY OTHERS WINDOW EIGHT EXTEFOCR PERIMETER CAULK By OTHERS INSTALLATION ANCHOR -` 68 WOOD SCREW EXTERIOR FINISH BY OTHERS GLAZIN( SEE NOTE 6. I• MIN. IDEDrENT WOOD FRAMING Fgr OTHERS CENTRAL, FLORIDA B•0'A•F• SHIN AS REO'D. ( SEE MOTES) AITjj" nERSNHLtSHIM SPAC. MAC' Ef1 STM F yBiAL' 9 M GLAZINGSEE NOTE 6) CAULK BETWEEN 1•NIN. ` WINDOW FINELSHEATHINGMBEDMENTSHEATHINGBY OTHERS SECTION A- FIN TYPE WINDOW FRAME SHIM AS REO'D. BAN' MAX. SEE NOTES) WOOD FRAMING BUCK BY DINERS HEIGH7 EXTERIOR FIN TYPE , WINDOW FRANC A -wj ELEVATION VIEWED FROM EXTERIOR WINDOW WIDTH H SHIM MAX, SHIM SPACE y WOOD FRAMING By OTHERS SHEATHING 3Y OTHERS INSTALLATION ANCHOR x3 SCREW L7' CAULKBETWEENWINDOW FIN L SHEATHING SECTION B- B PERIMETER EXTERIOR FINISH CAULK BY OTHERS BY OTHERS NOTES• STALLATION OR 1) $HIMASREO'D. AT E WITH LOAD BEARINCSM MfACH NMAX. ALLOWABLESHIM 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. a) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTrLWR OF WINDOW FRAME. 5) USE S4ICONIZED ACRYLIC CAUL( BENND WINDOW FN. 6) CLASS THICKNESS MAY VARY PER REOUREM NTS OF ASTM E1300CLASSCHART-s. SINGLE GLAZINGIS SHOWN. INSULATING GLASS' ALSO OUALIFIED. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS1500AND1000SERIESPICTUREWINDOW. B 8) SPACE INSTALLATION ANCHORS AT 6' MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF NSTA,-LATtONS. VAT: ANC:MOR SPACING AS STATED. IS 70.0 PSF FORALL AVAILABLE SIZES UP TO 73' x 71' OR 63" x 95- OR 119' x 37-3/P' MAX. 9) WINDOW UNIT CAN BE MULLED 70 OTHER UNITS USING ALUMINLM TU° E MULLION. SEE MULLION _ NSTA„ATION SHEETS FOR RECIREMEMTS. ARED By: PROOVCT TECHNOLOGY CORP.. 27 t / 13/02 SCALE: N. T. S. Dwc.: FLEX0030 PA". SUITE M. LAKE MAR+. FLORIDA 321A6 PHONE A07 805-.0365 FAX 407 005-0366 U CAULK I£TWEEN WINDOW FLANGE t %WOOD SUCK CONCRETE OR 14ASWY OPENING IT C'HERS Xt£R:FIM/SH By OTHERS t PERIMETER CAULK IT OTHERS VINDOv FRAME HEAD EXTERIOR vINODv FRANC -•' Sh_t PERIMTER CA-'LK By OTHERS EXTERIOR FINISH — IT OTHERS CAULK BETvCEN WbwW FLANGE L WOOD SUCK CAULK BETWEEN - MASONRY OPENING B/ DINERS CAULK BETWEEN WOOD BUCK L MASONRY OPENING BY OTHERS ONE IT WOOD NOTES IIICK IT OTHERS 1) SHIM AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIN. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAM£ NA:'--Rw: ALUMINUM ALLOT 6063. INSTALLATION ANCHOR 3) 3/16' Du. TAP{ON INSTALLATION A•YCHOR MUST BE OF SUFFICIENT LTH. TO 3it6• D:A. TAPCON AC1KEvE LON. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6• FROM CORNERS & 24' 0, C. MAX. ALL FACTORY APPLIED HOLES NOT OESIGNATED FOR TAPCON ANCHORS SHOULD BE FL—ED WITH /6 SCREWS OF SUFFICIENT LTM. TO PROVIDE MIN. 5/e IN. EMBEDMENT'ATO WOOD BUCK. d IENB/EOMENT a) w ERE Wft3OW (S INSTALLED IN MASONRY OPENING WITH A STRUCTURAE TWO BY t' BUCCK. USE SCREWSmIIHT ActftliE 1-3/D- MIN. OFGSTATED3 A10SCINFOAL EMSEDwoo15) USE SR.ICYNI»D ACRrLIC CAA-X FOR AT HEAD. SAL yOF 1/4' MAX. A 6) USE SLK01W ED ACRT.IC CAULK FOR PERwETER SEA: AROUND EXTERIOR OF PMVERSHIM SPACE WINDOW FLMN;E. 7) GLASS THICKNESS MAY VARY PER THE REOLdREMEN7S OF ASTM E1300 GLASS. CHARTS. Sw—E GLAZING 6 SHOWN. INSULATIMC CLASS 1S ALSO OUAUFIED. I B) emo DOWN AROUND CtRNEO PORTION OF WINDOW FRAME TO BE ENGINEERED By OTMEP. S. BUILD DOWN MUST BE OF SUFAMENT S'RENGTN TO ADEOUATELY TRANSFER LOAD FROM wwDOw TO THE S'.RvCTURE. 9) FLORIDA EXTRUDERS 1000 SEWS DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIESTOFLORIDAEXTRUDERS1750SERIESB21DOOSERIES. SHIN AS REo•D 10) EEvATtONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO UMR USE OF tSEENOTES) THIS PRODUCT TO THESE TWO CONAGURATONNS. THIS SHEET APPVES TO ALL CONFIGURATIONS Tt•AT CAN BE MANUFACTURED FROM THE 1000. 1750. k 2000 SERIES DESIGNER FIXED WINDOW FP.AWNG SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UmITS USHNG ALUMINUM TUBE MULLION. SEE - MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING ( TYP. SEE NOTES) 4 CONCRETE OR MASOMaRT By OTHERS SECTION A —A WINDOW wOTH A INSTALLATION. ANCHOR 3/16' DI. A. TAPCOM wwOpK EIGHT S, ,« As REo•n H B SEENOTES) T A H L 1/4'MAX. EXTERIOR ELEVATION SHIM SPACE 0 a 1-1/a' MIK EIMKDME14TONE ITWOODiiNBUCK IT QtHERS SHIM AS REO'D SEE NOTES) WINDOW FRAME DAPS GLAZING ( TYPO SEE NOTES) 114' MAX SHIM SPACE ' l 9 PERIMETER CAULK By OTHCRS / EXTERIOR FINISH J IT OTHERS WINDOW WIDTH I- I/A• MIN. EM; comENT ONE - HT WOOD BUCK BT OTHERS INSTALLAT1_ 1IN ANCHCR 3116• DIA, TAPCCN CA,) LK BETWEEN V= 2 BUCK t NASY OPENING IT OTHERS e CAULK BETWEEN 1LINjDvFLA.YGEL WOOD BUCK CONCRETE OR MASONRY OPENINGBY OTHERS SECTION B—B A EXTERIOR ELEVATION FLORIDA EXTRUDERS 'SNFORD,FLORIDA TITLESLANGE INSTALLATION DETAIL CONCRETE NZADER w/I BY pL+EK DESIGNER FIXED WINDOW 1000, 17.50, L 2000 SERIES r ORAWN BY BB APPROVED BY: f=- DATE:0Vt2/02 SCALE: NTS DWG.: FLEx0035 IWMX > ti. M.A^ [N KD.6C6• U•. lf/ WNwrHt?'a RN. i^[ t14 •S.1•C+. IiN6M !Ay HM .I! W-[Itt I NP C:-d1 ONE IT DUCK DT CINERS CAULK DETWEEN WIND-W FLANGE L S'KATHING PLYWOOD DT CTKRS 3, OTHERS U+ISH —\ PERINKTER CAULK IT OTHERS WINDOW FRANC — MEAD WINDOWNEIGNT EKTERIOR WINDOW FRA : SILL PEiINCTER CAM.LK BY OTHERS WERIORFEySN IT -.'TIERS \\ SHIN A! REO'D SEE NGTES) GLAZING (TYP.- SEE NOTES SKI" AS RED'D SEE NOTES) CAULK BETWEEN / QVINDDVFLANGE QLOHEFYWOOD LiICIt CAULK t ^T..fr-EN WOOD t--K L NASOMP., OPCNING IT OTHERS E as (;F(,TION A —A Di OTrEiS INSTALLATION ANCHOR r:0 SCREW SALD DOWN DT DTHERS ALSO APP.-.ES TO SiLU 'S-M AS KO'0. AT EACO INSTALLATWN ANCHOR WITH LOAD 8EARtNG Snot. MAX. ALLOWABLE SNwA SACK i0 BE 1/4-. 2) WINDOW FRAME MATERAL- ALVAANUM ALLCY 6063. F- 1-3/8I MN. 3) TAP^MN NSTALLATICN AN{KCRS AT SILL M-IST BE OF SV CtENT LTH. TO ACHIEVE I EMBEDMENT MN. EMBEDMENT OF 1-1/4- NTO MASONRY OR CONCRETE. /10 INSTALLATION SCREWS AT HEAD & LWBS MUST ?E O SUFFICENT LENGTH TO ACHIEVE 1-3/6- N. AI EMBfDNi INTO WOOD FPtINR.O JAMGAND3UDOWNWHERE REOUtAEO. NSTALLATWN ANCHORS & SCREWS TO BE PLACED 6 N. FROM CORNERS & 24 IN. C. MAI O.C. K.) ASE SCCONIZED AMX CAULK DEHNO oKtDOOw FLANGE AT HEAD. Sr.L & GAMES. S) USE SILCONRZEO ACRYLIC CAULK FOR PERu CTER SEAL ARouw EKTMOR OF WINDOW FIANCE. 1:' MAA, 6) C:.45 THCKMESS MAY VARY PCA TTE REW&EMENTS OF ASTM C1300 CLASS SHY+ SPACE CHARTS. SINGLE CLA.'NG 1S SHOWN. POSLOLATNG CLASS IS ALSO OUAL6ED. 7) OU4. 0 DOWNAROUND CURVED PORTION OF WINDOW FRAME 10 BE ,ENGINEERED BY OTHERS. BIALO DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 6) FLQR" EKTRUDCRS 1000 SERIES DES"-R wmWw SHOWN. THsS PRINT ALSC APPLES TO FLORtDA EKTR:DERS 1750 SER(S & 2000 SERIES. H) EL VAIVNS yqw COMMON CONFIGURATIONS. R K NOT MENDED TO I,"- USE OF TH15 PRODUCT TO THESE TWO CONFIGURATIONS. THIS SKEET APPLIES TO ALL CONFIGURATONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERFS DESIGNER nXED W:NDOw FRAMING SYSTEMS. 10) WINCOW Ural CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULUON. SEE MULLWN INSTALLATION SHEETS FOR REQUIREMENTS. SUCK KEWHi I ;; y ExTEFiOR ELEVATION a L 1- 1/s- MwtAH'A1\ ! ILU FLORMA B EMBEDMENT . O.A.F.\—CHEIT WOODuANUFA NAME: 1 DUCKDY OTHERS ( INSTN LATION( A A'A= 7F ^ i, 1_r •, n .IA 3r161 Pik1APCONBUCKWIDTH TWO IT nAMI NG BY OTHERS 1-3/ 6- MIN. EMBEDMENT 1/ A- MAX. SHIM SPACE CAULK NETwEEN TWG DT SUCK L .CONCRETE DT WHERS SLAIN AS PECD IN IALLA 1JN ANC SEC NGTESIir:0 SCAE' W±NAIL FRANC EtYEEN cAL^-7( H]t JAnH . E WIV--DtW'r''D DUCK BUCK FK.AZING ( TYP. SEE NOTESI d Qw\ CONCRETE DR ERIKEtER CAULK DT CTmETKRS LT OTHERS WINDOW YiDTH 1 EXTER:,.B TINISr. SECTION B— B DY OTHERS VpMCvW W1QiA A f — r 1 I WINDOW ii III ii HF;CNNr Ex-FF. IC= E_EVAT10N 1• CON E DKN CAULK REMIND FIN SHEaTKIHG TWO HT HUILDHrCTHERSDOWNHYOTHERS O [S AH !NS4ALLATIDM SKIM AS RCC"' 1) SHIM AS REO'D. ADJACENT TO EACH 1MSTAI.LATOn ASICH.OR WITH LOAD BEARING ANCHOR SCREW NTTPJ USE. NC, ES) SHWA. , ALLOWABLE SKIN STACK TO BE 1/t-.. 2) WINDOW FRAME MATERML' ALUMINUM ALLOY 6063. MAL VolLASS 3) USE SSGOWED ACRYLIC CALLER BEN" WINDOW F.N AT MEAD. SILL & .1-K F-6®, 1y, a) USE S4KOMXZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND ExTEMOR OF WINDOW FRAME. 1. 1-" 1 S) GLASS THICKNESS LAZY CIF ASTMPERTHEREOATINGGIS OLA ED. CKARTS. SINGLE GLAZING K SHOWN. INSULATING WLSS 6 ALSO DAAl,IF1E0. GLASS 6) SCREW ANCHORS At HEAD. SILL A JAMBS SHOIR.D HE E6 SCREWS OF SUFFICIENT 1 LTH, TO PROVIDE MLA. 1 IN. MIN. EMBEDMENT INTO WOOD FRAME. PLACE /H EXTERIOR FINISH. SCREW ANCHORS.6" FROM CORNERS AND 24' O.C. MAX.. ITOTHERS v 7) BULD DOWN AROUND CURVED PRTION OF wwDOw FRAME TO BE ENGINEERED BY OTHERS. BURR DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. PERIMETER CAL.LK 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO IT DTMCRS APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &. 2000 SERIES. 9) CLEvATGNS SHOW COMMON CONFIGURATIONS. IT 6 NOT wTENDEO TO LIMIT USE OF INS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL rim FRAME NEADCR CONFIGURATIONS THAT CAN BE W&UFACTURED FROM THE 1000. 1750. Q 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS - 10) wmDOw Wa CAN ALSO BE MULLED TO OTUER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REDNREMENTS. GLAZING CTYP. SEE NOTES) EXTERIOR PERIMETER CAJIK By DTmCR$ EXTERIOR FIMISM HT OTHERS IB INStALLAtMN ANCHOR SCREW (TTP.) SHEATHING - BT OTHERS FIM FRANC SILL SKIM AS REO'D.- SEC NOTES) / L 1/.' NAKSKMSPACE 1111 TWO IT FRAMING EXTERIOR ELEVATION BY OTHERS CAULK BEHIND FIN Y Him co 4c Rases-rUa y SECTION A -A Fal SHIM AS REO'D.— SEE )OTT FIN FRAME JAMH— GLAZING tTYP. SEE NOTES) l l I,N• MS. SWM SPACE A? INSTALLATION ANCHOR SCREW 00.) TvO By FRAMING By OTHERS CAULK BEMIMD FIN I— r m c m [ IoEHGt SMEATHINt Ir CtHERS EXTERIOR ExTE?UDR FINISH BY OTHERS Ny PERIMETER CAULK IT OTHERS SECTION B-B EXTERIOR ELEVATION FLORIDA EXTRUDERS SANE D, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750. & 2000 SERIES DRAWN RY: BB I APPROVED BY: DATE:02/14/02 SCALE:NTS DWG.: FLEX0037 IK-0 N. MNN[H K *& 0. Nf..rttwrHo... Lr.. un Nx .N:.1..PH. ft a W. r." w NtNIAf 1. w .....N: 3 CONCRETE OR Sm'M AS RE'D'D14ASOWYOPENING (SEE NOTES) BY OTHERS CAULK $ETWEENDOORrLANGE D, vmn Bt1CK CAULK BETWEEN PERIMETER WOOD BUCK t CAULK BY MAS'Y. OPENING OTME:S BY OTHERS STUCCO C! f! By-OTHERV N v INSTALLATION ANCHOR 3/ 16- DIA. TAPCON INSTALLATION ANCHOR f8 SCREW (TYP. vKRE ONE BY WOOD TAP:ONS ALE NOT REO'D.) BUCK BY OTHERS 1 1/4' MIN CmBEDMENT SLIDING GLASS trDOR FRAME JAMB 1/ a' MAX. D F SMM SPACE i INSTALLATION ANCHOR DBSCR£v (TYP, WHERE TAPCONSARENOTREO'D-> SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS ( TYP.) DOOR F.- EIGHTSLIDING GLASS Dmi FRAM SILL C, E 3EDMENTA = 1 A A 1-1/4' M'N I iij O TENDERED GLASS T YP.) PERIMETER CAULK BY OTHERS t S AWIDTH 7. o— u e MAx. SHIM SPACE i 1/4' MIN. EMBEDMENT i GVOOD 1 BUCKB rBYTH£RS CAUL'!. BETWEEN G WOOD BUCK t MAS' Y. OPENING BY OTHERS SHIM AS RED'D. 1 ( SEE NOTES) INSTALLATION ANCHOR 3/ 16' DIA, TAPCON CAULK BETWEEN DOOR rLANGE t WOOD RUCK A* CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONRY OPENING By OTHERS INSTALLATION A:iC-rR CAULK BETWEEN 3/ 16' DIA. TAPCDN ' WOOD BUCK t mAS' Y. ,OPENING By OTHERS C CAULK BETWEEN HOOKS GLASS DTP. \ HOCK STRIP t HOOK STRIP \Q WOOD $LICK N ! E 1- 1/4' MIN. £MBEDMEN Q IE a ItONE PY V BUCK BY OTHERS STUCCO BY OTHERS I ` B.O.AJ.7E P.>RED GLASS / SECTION r?ACTORER YA SLIDING GLASS DOOR 4 `r.r, Ck X .NINTERLOCK MASTER FILE# HOOK STRIP DETAIL T A i• I 11 DOOR RATERIAL• ALUMNUN KIDY i061 Z) TAPCONTTPEiNSTALLwTIpNANCHORS /UST BE Of SUfrIC1CMi lE04TK TO ACHIEVE HIM. LNDEDNtNT Or 1-1/4' INTO MASONRY OR CONCRETE. ALTCDNATE TAPWN114TALLATIONAMCNORSFRONTTO SACA IN ALL rRNE NEMDCRS ._. A) TAPCONANCHORORCHARTONSAMOfTHISSHHCT. S> uSE SILICOM2CD ACRYLIC CALLK IEMIND DOOR FLANGE AT MEAD t JAMBS. 1 SCStLICCNMDACRYLICCAtLKFORPERINCT" SEAL AROUND EXTERIOR Or-XDL 7) L CxER DOOR SIZE Is NCi LISTED bN ANCHOR OWI,Z1- Lr$EAr{eQt'Ouw+TItY ,USi[D v.TH 1CKi LARGER SITE: FOR IE AUSE CLtATE DEStGK S DOOR COREO i f) FOR POCKET !mR SITES USE tLOSESt f*PwSi DODt SIZE t COM IG)RATTlN TD (WEED pOENRL 0// PLACE -7APCQISN In FRONT Of R R JW K S Or A 1) GLASSIMITAPPICSVARYPERRESIC."'ENTS Or ASTM ANC (LASS CHARTS tm ALLfA[tORY APPLIE/ N0.Es .OTDEsirN•TCD f01 TAP[a ANCMF SMRLD !K f1ucD wnN N SCREW- 3 $ Or sufFulENt L"TN TO PROVIDG MIN yr EN/EDNENT INTO aOED 3*0L U) DOOtUNITISAPPROVEDUS" TEMCIED (LASS IN SINGLE GLAZED OR IN' LLATI G GLASS it) JAM/ / SILL CORNERS ARE TO lC SEAL£G WITH A SMgLL JOINT SCAM SCALCIL 13) SHINASREO'D. AT EA SET Or I.STALLATIOM AMCMORS, MAK. ALLOUABLE SHIM STACK TO K t/A'. LAN ALLINSTALLATIONANC -ORS MUST lC MATE Or CORRDSIDN KSISTANT MATERIALS. . 15) -UNERC 'X' SEPRESCMTS MOVING PANEL AND -r RCPRESEMTS fIXCD PANEL APPROVED A : C@iIOLRAtIONS ARE AS LISTED ON ANCHOR CHART ON IACK Or THIS SHEET Is) POTALLCOWIMPATIO14SLISTEDABOVEARESHONONTHISDRwvING. MMVER INSTALLATION ExTERIOR ELEVA': ON SECTIONS -A-A. 7-lt t )ON STRIP DETAIL APPLY TO IKSIALLA7ION Or ALL APPROVES COWIGURATIONS Z PANEL DOOR S-43WN 17) INSTALL ONE TAPCON IN EACH AIR Or rACIORT APPLIED INSTALLAtION NGLES UNLESS NOTED ., OtNERWISE ON A11OKIti CHART. SCE BAEK Or THIS SHEET. . tf) ILOUDAEXTRUDERSID00SERICSSLIDIHOGLASSDOERISSNOW ?HIS R:KI ALSO APPLIES TO I SERIES AND So SCRIM .. __ .. .`. REV DESCRIPTION DATE INi [- T n EXTRUDERS LIBERALLY APPLY ` - i L O 1 \ 1 D A INT. INC. SANFORD FL: E6At SEt SILLDINBCD -INSTALLATION ANCHLZ rt: SLIDING GLASS DOOR DF SET SILL 3/16' DOA TAPCON INSTALLATION WITH TAPCONS SIrCTION A - A DP.AWN BY: 3B APPP.OVED BY: DATE:10/ 25/01 SCALE: NTS IM u FLEX0021 Rt ,1 PP ft B+ MOOuCt L A—Lic tqA EN(EACERut. INC. DS. INIC0r110uL PK,., SNTC :SD. nE0143V, rLDt!Z.. W4.. 47-IM-034S fAK A07-CS-gN SHEATHING BY GTHGRS PERIMETER CAULK BY OTHERS SHIM as RE'0'D INSTALLATION ANCHOR SEE NOTES) Ae SCREW CAULK BETWEEN TWO BY WOODDOORFLANGEByOTHERSLSHEATHING 1/4• MAX n I r SHIN SPACE HIN. EMBEDENT SLIDING GLASS DOOR FRAME HEAD w— DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS CTYP.) PERIMETER . CAULK BY OTHERS J-0-4/4' MAX. SHIN SPACE tv0 By WOOD 1-1/0 Him — BY OTHERS TEMPERED GLASS CTYP DOOR HEIGHT SECTION B-B fo 1DA uDE lu SLIDING. GLASS. DOOR FRAME SILL 0 0 SLIDING GLASS DOOR SHIM AS REO'A HOOK STRIP SEE NOTES) INSTALLATION ANCHOR R8 SCREW CAULK BETWEEN D00R FLANGE L SHEATHING INSTALLATION ANCHOR D8 SCREW TWO Br WOOD By OTHERS LAULK BETWEEN HOOK STRIP L SHEATHING 3-1/8' milt EMBEDMENT SHEATHING BY OTHERS SHEATHING BY OTHERS TEMPERED GLASS STUCCO (7YP STUCCO OR SIDING; OR SIDING By OTHERSByOTHERSSLIDINGGLASSDOOR INTERLOCK _ HOOK STRIP DETAIL_ p MATERIAL, KiXHi+HtP! ALLOT 4061 b 4D V41ALLATWM SCREWS Nusi K Of' S1rrmic-a LENGTH TO ACHIEVE "IN. ENKDKKTDrI-1/Y INTO vooa .TAPCDN_TYK WsT.ALUHTMSN ANCHOS AT SILL MST K OrSHrrIC1ENTLENGTHTOACHIEVEMIKENDCDHxOr1-114• Pao NASONky OR CONCRETE. .... 3) INSTALLATION ANCHOR CHART DA DACK Or TNRS SHEET. - 4) YSC SILICOWZED ACRYLIC CAULK SENt" DOOR rLANCE AT W-AD L — MIS-S) usE mjCONRCD ACRYLIC CAtLK fOR PCRINEtER SEAL Ak3ukl) EXTERIOR Or DOOR. 4) F EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CaRT, USE MOOR OLWdllf LISTED VITN-NEXT LARGER SIZE, FOR TK APPROPRIATE DESIGN PNTELSUK REo-a.. J) rat DEKET DOOR SIZES USE. CLOSEST BYPASS DOOR SIZE L COHrt(ARATIONN TO ru4SHED OP004 MACE INSTALLATION ANCHORS. 1N FRONT Or o=K STRIP AS S10WKD) GLASS TNICKNESS KAI VARY C* REnUIRCMCNTS Dr AS7m C13o GLASS CNARTS - 11) DOOR u!4T IS APPRDWCD USWG TEMPERED GLASS IN SINGLE GLAZED OR WSULAIR4 GLASS. 10) JAMB / SELL CORNERS An TO K SCALED WITH A SHALL AUR, SCAN SEALERIt, - It, SHIN AS RCO'a AT CA S"T Or WSiALLATION ANCNM %AK- ALLOVADLC SNIR STACX TO K V4•. 12, ALL INSTALLATION ANEW -PS MUST K MADE Or E74ROS. RESISTANT NATERtALS 13) WALK£ 'r RCPRCSCNtS NCVD4 PANEL AND '0' sC RESCN!S FIXED PANEL AoFRMDCONrlaMTIWfAREASLISTEDDNAN40RCHARTamBACKOr, THIS sNEAT. 1 1 E X T E R I O R E L E V A T I O N 14) SECTIONNS 14-WG" 1-r LFLOC "TRIP KTwVc n toINSTALLATION Or ALL APPROVED AT''' - D O EMBEDMENT CDNrIGAAT3tNS. .. A 1-1/4' MIN. 2 PANEL DOOR SHOWN IS) sLORIDA EXTRUDERS I= SERIES SLIDING GLASS DOOR IS SHOWK Tots PRIM ALSO APP'-ICS TO - 2M SCRICS AND 500 SERIES. D LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL iN BED Or CON:RETE INSTALLATION ANCHOR 3/I6' DIN. TAPCDN, SECTION A -A f 12002 i DESCRIPTION DATE INIEXTRUDERSA F L O P I D A INf. INC. SANrORD ._FL TITLE: SLIDING GLASS DOOR INSTALLATION WITH " 148 SCREWS-` " DRAWN BY: 3B - _ APPROVED BY: ATE: 12/ 17/01 SCALE: NTS IDWG /FLEXW7 SHT I OF HwAAKO n PRp7XICt L AnLKA1tON CAGCNCCAw- 1NC- Y_i WICANAT1o..L PEW+.. =It 1%.40-10W, rL1XN:DA. X7", RT-fas-1!q r- Ad"W-"" 1DDO P.V DESIGNER SILL (TM) 68 X 3/4 SELF TAPPING SMS Ix2x1/8 TUBE MULLION SEALANT I WINDOW n L UAMN SEAT KTwrENJ D\ \-08 X 3/4 SELFVDAWFLANGES t MILLION 1000 SJi TAPPING SMS HEAD (TYPJ SEALANT BETWEEN WINDOW FLANGES SSECTION A —A (I L MILLION 1000r P.V DESIGNER SILL (TYPJ . I 68 X 3/4 SELF TAPPING SMS txe7/uxl/s F-1IYl If- TUBE MILLION WINDOW A t MILLION 8 X 3/4 SELF 1000 &K TAPPING SMS MEAD CTYPJ SECTION A—AWINDOW (3) FuTNWEENs t MULLION 1000 P.WDESIGNER EALANT BETWEEN V,g= n_ANGESSD1CTYPJtMILLIONr88X• 3/4 SELF TAPPIMW sjs l X 4 X 1/8 TUBE MILLION 68 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (5) ION P.VJDESIGNER SILL (TYPJ s9 X 3/4 SELF TAPPING SMS 1X2x3/8 TUBE MULLION I#e X 3/4 SELF IDOD SJl . TAPPING SMS HEAD (TYPJ SECTIONA—A (2) rIDW P.WJDESIGNER SILL ( TYPJ 1 # 9 X 3/4 SELF TAPPING SMS 1 X27/16X f— rd-1 T TUBE MILLION APPLIES TO HEAD do SILL WHERE I' X 4' AUXILIARY QUAIL 2 X 4" TUBE MULLK)NS ARE USED ffpt ADDITIONAL ANCHM. WHEN REOUMD) O SHEATHING O_ O INSTALLATION ANCHOR 08 WOOD LLION . SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS 1 1000 P.VJDESIGNERSILL ( TYPJ 68 X 3/4 SELF TAPPING SMS T2X4X3/ 0 TUBE MULLION t8 X 3/4 SELF 1000 S.H. TAPPING SMS \\ HEAD ( TYPJ TA `-X 3/4 SELF TAPPING SMS SECTION A —A (4) IODO sx HEAD CTYPJ 1000 P.W DESCGNER SILL ( TYPJ SECTION A —A (7) F B'O. TAPPINGSMSp A 1X4x3/ 8 tL"" oil " a 11 TUBE MULLl1 r PIPaw• t-- 08 X 3/4 SELF 1000 Sx TAPPING SMS HEAD ( TYPJ SECTION A —A (6) f TE al # - DeTetL_ c MULLION APPLIES TO MEAD t SILL WHERE I' X 2' DETAIL t I- X 2 7/16-.TUBE MULLIONS ARE USED B L[ Ar'e, INSTALLATIONANLTNIR to I SCANEV mP-$ FORD CLIP L1 1/8' MIN. I I EMBEDMENT 1 I 1 119. rWAL- 1 FLORIDA EXTRUDERS INTERNATIONAL, 1Nc SANFORD, FLORIDA TITLE= SER. 1000/ 1500 FIN SHEET 1 OF-2..' TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2) 'FOR " DESIGN PRESSURE CAPACITIES DRAWN BY: MSH JAPPIZOVED BY: DATE: 2/6/02 SCALE:NTS - DWG.: 1HMFINTR SEALANT mv BETWEEN S 1000 P.VJDESIGNER TYPICAL raw 1AN TO ERE 11 O JRMB SILL cTYPa AP2 IEsTO TUJeuaNst 'ARE usED) QfMULLION1000P.V DESIGNER SILL C# 9 x #8 X 3/4 SELFT8X3/4 SELF TAPPING SMSTAPPINGSMS CONCRETE Igt MASONRY . BY OTHERS I X 2 X1/8 1X2X3/8 TUBE MULLION TUBE MULLION SEALANT HETVEEN ONE BY WOOD VINDOV CENTAA. nORMA B.O.A.F. a( BY OTHERS Q 08 X 3/4 SELF . 1000 7sjTAPPING SMS HEAD CTYPJ FFLAHmsSEALANTKTwmSECTIONA —A 0 ) L HUAMN IEn DSIGNER 3/4 SEIF NG SMS/''1 X 2 7/16 X 1/8 TUBE MULLION i'[l1B;R AIAI: T8 X 3/4 SELF 1000 S.H. TAPPING SMS MASTER FlU10it _ HEAD CTYP-) 771, SECTION A —A i2) 1000 P.V DESIGMER 1000 P.V./DESIGNER r SILL CTYPa SILL CTYPJ a INSTALLATION ANCHOR 3/16' MA TAPCON SCREV ANCHOR VWJ EXTERNAL NA11ON INSTALLATION CLIP NILLD]N F4-;1rol 3/4 SELF " TAPPING 3/4 SELFNGSMS1X27/16 X 3/8 SMS TUBE MULLION`2 X 4 X 3/8 L 1 1/4' MIN. TUBE MULLION EMBEDMENT Lm-jeniM e 08 X 3/4 SELF 1000 Sit TAPPING SMS S #8 X 3/4 SELF 1000.Sit TAPPING SMS MEAD CTYPJ HEAD (TYP.T SECTION A —A (4iSEALANTSECTIONA —A f31VINOWFLANGES L MULLION 1000 P.V DESIGNER . rS1LL CTYPJ V1NDOV F1 t8 X 3/4 SELF 6 TAPPING SMS 1X4X1/8. TUBE MULLION IF8 X 3/4 SELF TAPPING SMS1000P.V./DESIGNERSILLCF 1000 Sit t8 X 3/4 SELF HEAD CTYPJ TAPPING SMS I X 4 X 3/8 SECTION A —A (7) T. TUBE MULLION i 48 X 3/4 SELF t8 X 3/4 SELF TAPPING. SMS TAPPING SMS 1000 S.K HEAD Cj-L 9 20 HEAD (TYP.) SECTION A-A..::,SECTION A —A (6i A alVATIOIy VIEWED FROM EXTERIOR FLORIDA EXTRUDERS Rn° FoxINC, TrIlk- SER. 1000/ 1500 FLANGE SHEET 1 OF. 2 TRIPLE HORIZONTAL MULLION SECTIONS. SEE OTHER SIDE (SHEET 2 1OF 2)'FOR DESIGN PRESSURE CAPACITIES", DRAMN BY: MSH . APPROVED BY- DATE:2/6/02 SCAtE:NTS :: DAG.: IHMFLGTR - 1000 P.WDESIGNER SILL.(TYPJ s8 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT BE WINDOW FL L MULLION 1000 P.W DESIGNER SILL (TYPJ s8 X 3/4 SELF O TAPPING SMS IX2X3/1 TUBE MULLIE AUXILWRY PLATE ADDITMOL ANDOtS. WHEN RECLtD= i TVO BY WOOD SEALANT NETWEEN' U \—s8 X 3/4 SELF s8 X 3/4 SENIRAL- FW_& R_ BIJrK;BY OTHERSi', WINDO BIN S ` 11XI0 S.N. TAPPING SMS 1_10W S.N. TAPPING SMSLMIL HEAD (TYPJ HEAD (TYPJ trzAC ' NAM MULLION SEALANT N SECTION A —A (2) — WINDOW FLANGESLANGCSSECTION A —A (1) t MULLION 1000 P.V DESIGNER P'000P.V./DESIGNER Wit>LJ LM9 Ji 1 SILL ( TYPJ ILL (TYP) 1ETeIG ><8 X 3/4 SELF 88 X 3/4 SELF 1000 P.WDESIGNER r A TAPPING SMS TAPPING SMS SILL (TYPJ 1 X 2 7/16 X 1/8 1 X 2 7/16 X 3 8 l L_A TUBE MULLION TUBE MILLION s8 X 3/4 SELF TAPPING SMS _ 2X 4X:3/8 TUBE MULLION: v = FLAK ! 1 1/8' MIN L MULLION APPLIES TO HEAD do SILL WHERE I' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR s8 VOOD SCREW ( TYPJ EXTERNAL MILLION INSTALLATION CLIP -- se X 3/4 SELF 1000 S.H. TAPPING SMS HEAD ( TYPJ SEALANT BETWEEN SECTION .A —A (3) vv4DOV FLANGES p MULLION 1000 P.W DESIGNER SEALAT:T WINDOWFLANGErSILL (TYPJ . L .MLLLION rs8X3/4 SELF " TAPPING SINS TUBE MULLION a8 X 3/4 SELF 1--- 1000 SA_ TAPPING SMS HEAD ( TYPJ.. SECTION ` A —A W SEALANT BETWEEN WINDOV FLANGE L MULLION sB X 3/4 SELF 1000 _ S.H. TAPPING SMS HEAD ( TYPJ SECTION A —A (4) 4 1000 P.WJDESIGNER SILL ( TYPJ R8 X 3/4 SELF TAPPING SMS I X 4 X 3/E TUBE MULLION 08 X 3/4 SELF 1000 SATAPPING SMS HEAD ( TYPJ SECTION A —A (6) EMBEDMEN — ELEVATIO VIEWED FROM EX1ER10R AIL B . APPLIES TO HERO t SILL WHERE 1' X 2' i I' X 2 7/16' TUBE UULLpNS ARE USED ALLATMN ANCHOR re vOOD SaEv TTPJ NORM CLIP s8 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A -A (71 HEAD ( TYPJ E FLORIDA EXTRUDERS MRR °m>mA TITLE: SER. 1000/ 1500 FIN SHEET 1 OF 2 . c x2 TWIN - HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET-2 OF 2) FOR DESIGN PRESSURE CAPACITIES l• Br1FN BY: MSH APPROVED BY: DATE: 2/6/02 I SCALE:NTS DWG.: 1HMFINTW T SEALANT BETLEE>: VINZOV FLANGES L M'JLL!?N I::C P.V./DESIS.%ER S!LL CTYP) e8 X 3/4 SELF TAPPING VwlS r-: X 2 X 1/13 T;:_E N'LLIGIv SEA'JINT B WIN:- C%j F1 L NJLLIDN K6 X =/4 SELF i,Si+ S TAPPING SMS AL Y!N]7+/ FLAN;,ES S; CTION A -A (i 1 lODO P.V./DESIGNER SILL (TYP.) t 08 X 31A SELF TAPPING SMS I X 2 7/16 X I/8 TUBE MULLION SEALANT BETVEEN V:M1:.IV FLANGES- L KJLLIQN R8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BE-T"EEN SECTION A —A f31VINMVFLANMS L NSII LSON rLOGO P.V./DES:6NER- SEALANT BET'F-Eh SILL (TYP.) WINgv FLu:ES . 98 X 2/4 SELF L %ftXLIQN TAPPING SMS 8 X 3/4 SELF ma S.tl. TAPPING SMS MEAB (TYPJ GE}T'ON A -•A (51 LG% P.`1:/L'ES/w4ER I TYPICAL VUL! ION TO CONCgETE C JXYG r I (TYP { (APPLIES TO JAMS WHERE I- X 4- i j & 2" X A' TUL:E MULL+ONS ACE USED) Q 20- x 3/4 SELF I li TAPPING SMS II OTciR OR MASOIwZYBY Br QTHERS 1 X?X L:3 iL3Ew::--:7ki I I I CITE By V00r_ l yNTEtAL FLOPMA -B•O•A-F• 1 zuCX s_oTH s i VANUFACTU NAM 6 x 3/4 SELF 10 flD9 iC9s S!+ TAPPING SM.S ! X&SM S= C3i0hA—A (2i FiI.• # Z s--- 1 j r 1"uG Ph.`./DES:LNER I0C9 F V /9ES:GNER - _ ST L CIYP ) HILL , P4STALLATICh ANCIZA 3/16- DIA. TAP-C-Sh SCREW ANCF^-'R'C'YPJ EXiLRNAL MULLICNiNSTAALLATIO+Y CLIP ll 1 SILL CTYP.) f tE X+3/4 SELFAPPVGSMSI X 2 7/16 X 3/8 TUEE M1ILLIQ,\ 8 X 3/4 SELF TAPPING SMS c X 4 X 3/8 f I/4' MIN. BE MLf.L -N H LMBEJ'IR'EN SEALANT BETVEEN VIN7QV FLANGE - L MULLION fit$ X 3/4 SELF TAPPING SMS HEAD (TYP.) SECTION A —A (4) r-1000 P.V./DESIGNER S:LL (TYP.) 42 x 3/4 SELF TAPPING SMS F 1 X 4 X 3/8JE 8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD —YP.) SECTION A -A (7; PULL MU I y A i' ELEVATION VIEWED FROM EXTERIOR f iiTte: SE.R. 1 G170/ I,500 FLANGE SHEET I GF• .{ TW I NI .HDR I ZONTAL MULLION ' SECTIONS x p U•'Ir r CL ILK $:JL 'SF)=C1 J7f.Ci FOR 08 x 3/4 SELF i DESIGN • PRESSURE CAPACITIES •.: TAPPINa S. M.' } - iFAD (TYP.) , ' DRAWN BY: MSH APPROVED BY: SECTION A_° 16) FEB 1.5 24J2 ,DaTE:2/4/^2 scare: r TS DWG.: i HMFL Tb' I000 P.V DESIGNER SILL (TYPJ . i8 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE KJLLI13N SEALANT BETWEEN WINDOW FLANGES- L MULLION SEALANT BETWEEN- tl \—i8 X 3/4 SELFWINDOW MULLION S' 1000 S.H. TAPPING SMS SCILANHEAD CTYPJ WINDOW FLU SECTION A —A (1) MULLION 1000 P.V DESIGNER SILL CTYPJ i8 X 3/4 SELF TAPPING SMS 1/8 TUBE MULLION V BETWEENFS L MULLION 8 -X 3/4 SELF I000 Sii .TAPPING SMS HEAD (TYPJ SEALANT .BETWEEN SECTION A —A (3) WINDOW FLANGES L MULLION 1000 P`W /DESIGNER SEAL,W BETWEE FLWINDANGESSILLCTYPJLMULLIONI08X3/4 SELF TAPPING SMS TUBE MULLION i8 X 3/4 SELF 1000 SH TAPPING SMS MEAD (TYPJ...' SECTION''A—A (5) 1000 P.W DESIGNER SILL (TYPJ N8 X 3/4 SELF TAPPING SMS 1X2X3/8 TUBE MULLION s0 . AUXILIARY PLATE tfDR ADDITD)NAL A CMM WMEN itECUr XMIr' B 1__ CFMRAL F -MDA B.o A90 BY WORD 1000 i8 X 3/4 SELF , BY OTMEA TAPPING SMs . BLANUACTUM NAME: MEAD (TYPJ SECTION A -A (2) i000 P.W DESIGNER KAffFa `FRS # 6 SILL (TYPJ- sML- 7 i8 X 3/4 SELF 1000 P.V DESIGNER TAPPING SMS SILL (TYPJ 1 X 2 7/16 X 3/8 / TUBE MULLION NB X 3/4 SELF TAPPING SMS 2X4X3/8 TUBE MULLION APPLIES TO HEAD & SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING SEALANT BETWEEI WINDOW FLANGE L MULLION i8 X 3/4 SELF 1000 s}L TAPPING SMS HEAD (TYPJ SECTION A —A 74) r1000 P.V DESIGNER f SILL CTYPJ i8 X 3/4 SELF TAPPING SMS T1 X 4 X 3/8 TUBE MULLION 48 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD CTYPJ SECTION A —A (6) INSTALLATION ANCHOR i8 V= , SCREW (TYPJ EXTERNAL MILLION INSTALLATION CLIP MULLION _ 1 1/8' MIN. EMBEDMENT ELEVAnON VIEWEO FROM EXTERIOR DETAIL B APPM TO HEAD h SxL WHERE 1 x 2' G 1' X 2 7/16' TUBE MUUI.KW ARE USED acwnoc - TALLATIOM .ANCHOR .. WVOD scXEv . eYP.1 NORM' CUP i8 x 3/4 SELF TAPPING SMS 1000 S.H. SECTION A —A U7) HEAD (TYPJ 01DEDMEENT ' FLORIDA EXTRUDERS Rnmu4Anoxai...n1cSANFORD, MOMA z Tnu: SER. 1000/ 1500 FIN SHEET 1 'OF , 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 bF 2)' FOR DESIGN PRESSURE CAPACITIES DRAITN BY.- MSH JAPPROVED BY. DATE:2/6/02 Sate: NTS DWO.: I HMF I N IC 000 F.V./DESIGNER SILL (TYP.) 66 X ?/4 SELF TAPPING SMS 1/8 i TLxE x,A uN Svt_A..ti' 3ETV£:X 1ir i^Y FLAKGES' I i M.1L."JN I1 ,. SEALA.4? 3=TVEEN' '-°8 x 3/4 mu -mg v!N=,4 F:t%G'ES — .' TA?PIh: S4au-mg 9 S R 4EAL. ( iYP.) SEALA:0 BETv.EN , VIN''3W FLANS SECTION - A -A 1 a. 1000r P./DESIGNER .VSILL ( TYP.) e8 X 3/4 SELF TAPPING SMS i X 2 7/16 X 1/8 TUBE KILLION SEALANT it V! NZ'VF1 a MULLMN 8 X 3/4 SELF lO L S li TAPPING SMS HEAD ( TYP.) SEALANT BETWEEN SECTION A —A Q WINDOW FLANGES a : urJN 100D F.V./DESIGNER SEALANT 1ETVEEN SILL ( TYPJ VINDOv FLANGES - 06 X 3/4 SELF a MULLION TAPPING SMS IX4X1/8 r 1000 ?.V./DESIGNER TYPICAL MULLION TO CONCRETE 0 JAMB APPLIES TO JAMS WHERE I' X 4- P SIL` ( TYF.; S 2' X 4' U E MULLIONS C,.?_ -!S D) Q A X 3/4 TAPP:! r, SMS CONCRETE OR MASONRY I BY OTHERS j 1 1 1itBY VaC_—I.` jON;- x9Y OTKis Lam_..— .......... 4 J CENTRAL : FLORMA R.O.A.F. 9 X 3/4 SE TAPP! N: SMS uA ACTVUM.NAMi i i i IEAS Ci iP.) Ldi/t7fi F uDERS I SECTION A —A 2; MA M FILE 1031. P.V./LESIGNER I DP --- a INSTA L.4TICNAMCWA 3/I6' DiA TAzK S=<-^v ANCHCR CTr.) Ex ERNAL aJLLMN INSTALLATION CLir KLUGS SILL ( TYP.) Q 49 X 3/4 SELF r 13W P.V./DESIGNER TAPF!N_- SMS 1 x 2 7/15 X 3/8 SILL (TYP.) TUBE 041LLIaN r-4 i-.- 1 1/4' MN. t8 X 3:4 SELF Ei4 EDOENTTAPPING SNS SEALANT BETWEEN V9430V FLANGE a lKti.LI[re: a x 3/4 SELF I000 S.w TAPPING SMS HEAD ( TYP.) SECTION A —A (41 iF1000 P.V./DESIGNER SILL ( TYP.) 8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 771. F F'i I JYAVLLM;n 2X4X3/ 8 TUBE MUL.LIGN aa_ x.3/4 SF_Lr TAPPING SMS Woo S.S. SECTION A —A (7) 1 8 X 3/4 SELF TAPPING SMS Y8 x 3/4 SELF i lx' J .Sit, ItM/0 S.h. HEAD CTYPJ cPCT10N. A -A .(5) HEAD r SFCT's, ' R A (5`.._. <" n .j 2 t--' A A 1 NAM N VIEWED FROM EXTERIOR I. Es SER. 1000/ z 500 FLANGE SHEET 1 OF 2 HOR I ZONTAL MULL 11"" SEC-: ONS SEC 0 I HER S 1. DE l SHEE 7C Uf - 2) FUR DESIGN PRESSURE CAPACITIES 5 1000 S.H, I X 2 X 1/8 1000 SH. 1 X 2 X 3/9 TWO BY WOODJAMB (TYP.) TUBE MULLION JAMB (TYP') TUBE MULLION DETAIL C 118 X 1/2 SELF #8 X 1/2 SELF 1 1/8• MINtRUCK OTHERS TAPPING SMS TAPPING SMS EMBEDMENT 2 X 4 X 3/8 SHEATHING SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION - .. INSTALLATDON ANCHORtB WOODVINDOVFRAMEWD!MOW FRAM SCREW (TYPJtMULLIONJ: MULLION u EXTERNALN8X1-1/2 SELF #8 X 1-1/2 SELF INS7 LATIDNL TAPPING SMS TAPPING SMSCLIP MULLION SECTION A -A (11 SECTION A -A M.. 1 X 2 7/16 X 1/S 1000 SUN. APPLIES TO HEAD & SILL WHERE 1' X 4' 1000 SA TUBE MULLION 11100 SJ-L I X 2 7/16 X 3/8 JAMB (TYPJ k 2' X 4' TUBE MULLIONS ARE USED JAMS (TYP.) JAMB (TYPJ TUBE MULLION APPLIES TO HERO k SILL WHERE 1' X 2' do 1- X 2 7/16- TUBE MULLIONS ARE USED t8 X 1/2 SELF 1t8 X 1/2 SELF N8 X 1/2 SELF TAPPING SINS INSTALLATION ANCKIR TAPPING SMS TAPPING SMS I)FTAII r8 WOOD SCREW 000 SJi. JAMB (TYPJ TYP.) I O1M11! SILL CLIP BETWEEN8X1-1/2 SELF WINDOWTFLANGESSEALANT WINDOW FRAME WINDOW FRAME ETWEEN SEALANT BETWEEN TAPPING SMS t MLlID7N EMBEDMENTaMILLION •MULLION SECTION A —A M srwrwtw — 118 X 1-1/2 SELF #8 X 1-1/2 SELF TAPPING SMS TAPPING SMS DETAIL C V= `RMSECTIONA -A (3) SECTION A —A (4) AUXIUARY- PcaTE I X 4 X 1/8 1 X 4 X 3/8 • OTOR' ADDITIONAL ANCHORS. WHEN REQUIRED) TUBE MULLION TUBE MJU.D]N B•• O 7 Rf A p p JAMB l TYP.) idi8X1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN WDNQE7W FRAMEDOVNNWFRAME t ML LLIOM A MULLION116 X 1-1/2'SELF... ' 8 X.,1-1/2 SELF TAPPING SMS TAPPING -S14S SECTION A -A (5) SECTION' A —A 16) N8 SELF .TAPPING SMS ( TYPJ DETAIL B MULLI0D1 VIEWEDFROM O EXTERIOR FLORIDA EXTRUDERS 0°>>A TMz: SER. 1000/ 1500 FIN SHEET. 1 OF, 2 VERTICAL MULLION SECTIONS 1 SEE OTHER SIDE (SHEET 2 OF 2>"FOR loDESIGN-PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: DATE: 2/6/02 SCALE: NTS DWG.: i VMFI N y 1 GSx XExlie eIG? SA JAMB CTY?) ; T+JBE ML"_LIuF, JAMB CT.FJ 3c8 X 1/2 SELF TAP?,NG SMS L NUL,IGN a X !/2 Sc ` TA?P,1_ Sms cCTIOI A A r X.2 7/i6 X :/S IU31m. MULLION MSG^ S:i 1Q00 S.H. JAMB CTYP,) JAM3 (TTP.) 6 x :/2 SE:-iTAP?€!4C SMS 1,1_ SEALANT BETVi-NVINWVFLANGES L MIALIGN L- 09 X 1-I/2 SELF TAPPING 3MS- SECIIOn A -A 1x4X1/6 TUBE MULLION 1x2x3/8 T`JE= 4. v—f 1011d 08 X 1/2 S=:f TAP;:IvG SMS SEALk.7 BETWEEN Y: v :.41=S x 2 X 4 X 3, EOFFX •-3/2 SELF TJ3c M;;L•_,O!. SHS ScCTiOI A -A f 1 X is 7/16 x 3/6 1:OJ =`1' TUEE MLM-LION JAMB CTYP.) 48 X 1/2 SELF TAPPING SMS a x8 x I-1/2 SELF - SEALANT BF -TV --EN TAPPING SMS VENWV FLANGES L MULL104 T9 x ' ,S SELF TAR?ING '.SMS ECTION A -A (4; i r'X 4X3/6 ' TUBE MULum _ ,O• 1=0L` S.H. '} 2w^^.+ S.H. AMB CTY?.) 1 JAMB (TYP.) . w` 1 of x 1/2 SELF •9 x 1/2 SELF TAPPING SMS I TAPPING SMS SEAL0.YT BETVEE!Y _ SEALANT' B£TV%EN VIF1WW FLANGES YRI9Ov FLAGS 2 SELF s8 X 1-1/2 SELF T. APPD 4 SMS TApPIML,SMS ECT iON A —AA —A SCTiON A —A 1 CNE BY WOOD— DETAIL C L 3L:CK BY LT,1^cRS C"NCRE' = MAS?v2Y 1 1/a• MIN. Q BY GTr 4Sy EMBELMENTi Q 3 T—: S;ALi.ATi a.Af%:G K 3/16• L'_A. TA rN SCR- V' ANc CTr=.J LI7N ii iT CA- ML "G TG L'JNL.RU - HEAD1Mcav;h I i141 LIES 3 iJEA3" & S,LL wHLq-: 1' X 4 fLc 2 x EE AIL w5 ARE ,SEC` t<9 x 1/2 SELF 3 r-INSTALLATION ANCHORTAPPINGSASi3/+4• 21A *aeCC•N SEALANT IFETV_EN VENVM-V FLANC•rS L N;LLICK SECTION A -A (7; DETAIL C - Y SCREV ANCHOR :TYP.) LLJJ S1LL C•_IP Q i _ ' _ • 1 ! /a, MIN. Q • EMB s hi PRECAST $ILL BY OTHERS G3 YO UIRY P7 ATF r. ADL:TIONAL ANCHORS V'-EN REGJIRED) A f A i ijE) i iY "-- SMS CTYP,) DFT gAi-T- 1-T- laic_ S j O ' ELE ILE•VAT Clti VIEWED FROM EXTERIOR y FLORIDA EXTRUDERS- m-N- AnONAL> n TnU: SER. I OGC/ 1500 `FLANGE SHEET I OF 2 i VEK'i _ MULL,.Iiv SE'TiGNS S EF OTHER S I 17E (SHEET: Or ' 2) -FUR DES?GN- PRESSU; E CAPACITIES FEB 15 1 'DRAWN BY. MSH APPROVED BY: _ i DATE:2 / I /Ci2 SCALE: N TS DWG- 14c'- LG I x 2 x I /e Iczc S-H, _t I x 2 x 3/8 A,12 ' S.r i TUBE. MU'-LICS ,:.AM- .TYP; i::5 MU__Ii+ j -1'ai .1 rE x SELF xe x :/_ SELF 2 x 4 X 3/6 SN$ TAPPING SxS - A '.Y TLBE MViIa: J TYPICAL Vl-rFMCAL TO "r.CR'ZCNTAL MULLION TO MOLUC-N Imo:"'•-:TiFr1 SG t !J- - - - s Ix:. S.- -mI 1 S AN sc V_c"P7 44E CTY°.: 1 I Y QiY icN SA ' Vi'1LiiW r ASS ..• Ji •wi t M1 2S — `--RAC' A '-:/2 57-tr L pmi.iDv L M.;C-ill p;xING $Ma i q x E-:/% SELF - . ' ee SuS FL!8 X .. _ S_' F SErT;iJ 4- /.l IZFCT"GI\ A, A (!f p?.lac sms i I i INTERNAL CL: IX .OR 2X M;JL! <TY?:) X 2 7/I6 X t/e T;,H_ Hi:L:G.': I X 2 7/1E X 3/E 4,q TM, AAOV len SkK-1 / iCti': S.h TUBE Y'JLtICN ,± v SEALANT BEiV^Pi M. TA?C~'1.v JAMB CTYP.1 JAMB (T.?3 ViNMW FLANGES ` L8 X 1-1/2 SELF Ci•ICR aw.) r TA?PVC SMS 1' i8 Y. 1/2 SELF t8 X t/2 SELF TAPPING SMS :APPINii SMS Q QEMBEDMENT iREUST Sit: 3T OTHERS ffi07SEALANT BETWEEN DUN"- kUX{LIARY?LATE SV[xtOV FHIRWNGES % wiKow FLAtiGET A8 X I'I/P StLF CF:F AZr.:TIDNAL AwcmMS, WHEN KgUIRED: L KJLLIQv L N .Lia7N TAr?Pi! S4S i iP- T SEz TaPaiNt, SMS CT!QN A -A (4) SFCTION A —A ,.) - T 1 x 4 x I/e - t X s x 3/8 AI I Y A 9 i l O O 703E MtLtI7N TU--- A S aTP S.r.. - Fop/ L'- EiFRO f O . iccc sl+. 9 v zN` F4 AA =RX:R J NP i V^r1 1 rA 3i mil +,vDGQ u1INTERNATIONAL, INC e x 1/2 SELF *6 x .,, SELF FLORIDA EXTRUDERS SANF(IRD, r, MA TAPPING SMS TAPPING SMS nTLE: SER IOQG/ 1 500 FLANGE SHEET_ I Or'-:2 r VERTICAL MULLION INTO HORIZGNTA_ SEALANT BETWEEN SEALANT H TWEEN J SE OTHER S Ii; C.SHEET 2 Or 2) GR W: NECV FLANGES WtND3W F AY''=S ae x I-t/2 SE; DES IGN.;PRESSURE CAPACITIES_ LMMLMU _[Ov TAPc,%,C. S.,!S r , 8xI-1/2 SELF HE 15 . 02 DRAWN BY.MSH- APPROVED . SECTION A -A t S) S_ i DATE:2/6/02 SCAIB: N I S DWG.: I VMHMF LG . SEALANT SE•TVEEN VDNDOV FLANGES L MILLION 2000 P.V./DESIGNER SILL (TYP.) 8 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 Ff,0RMA' -B-o"". MAWkC ,N '- SEALANT DETVEEN SEALANT BETVEEN VINDOV FLANGES VINDOV FLANGES L MULLION L MULLION 2D00 P.VJDESIGNER SILL (TYP.) R8 X 3/4 SELF TAPPING SMS I X 4 X VS TUBE MULLION 2000 P.WJDESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X TUBE MULLION APPLIES TO HEAD A SILL WHERE I- X 4' AU -MY P1a DETAIL C 2' X 4' TUBE MULLIONS ARE USED 00MOML ANDOM VHM REGURED) SHEATHING O O , INSTALLATION ANCHOR B8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS N8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) 20DO P.VJDESIGNER SECTION A —A (2) SILL (TYP.) 8 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 TUBE MULLION SEALANT BEJVEEN VINDOV FLANGE L MULLION 08 X 3/4 SELF TAPPING SMS 2000 P.V./DESIGNER L 1000 SA SILL (TYP.) HEAD (TYP.) 08 X 3/4 SELF SECTION A —A (5) PING SMS 1 X 4 X 3/8 . T TUBE MULLION NIB X 3f4, SELF 08 X 3/4 SELF 1000 7SK TAPPING SMS 1000 S.H.TAPPING SMS HEAD (TYP.) __ _ _ - HEAD (TYP.) SECTION A —A (3) SECTION A —A (4) DEIdD.l, r MULLION APPLIES TO MFAO t SKL WHM I' X 2' a I' X 2 7/15' TUBE MMUONS ARE usW DETAIL 8 sMw,c fCAEvIM=" Li/8' FIIN EMBEDMENT I--IEIu NK r- A j E, A FLORIDA. EXTRUDERS ° A MU:SER. 2000 FIN SHEET 1- fiWIlt HORIZONTAL MULLION SECTIONS TRIPLE SEE OTHER SIDE ( SHEET 2 OF12) FOR DES-IGN PRESSURE CAPACITIES RAwN BY:MSH APPRovED BY:' ATE:2/6/02 IkKZ.NTS DWG.: `2HMFINTR 20M P.WJDESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SMSIX27/16X1/8 l /TUBE MULLION SEALANT BETWEEN SEALANT wLNDav FLANGESL r WINDOW Ft L MULLION L MIJ.LMN 8 X 3/4 SELF 2000 SA TAPPING SMS HEAD CTYPJ SECTION A -A (1) Cy MASi'ER F SEALANT BETWEEN WDNDOV FLANGES L MULLION 2000 P.Y./DESIGNER SILL CTYPJ 4 # 8 X 3/4 SELF TAPPING SMS1X4X1/8 TUBE MULLION TYPICAL MULUbN TO CONCRETE .O JAMB APPUES TO JAMB WHERE I' X 4' DETAIL B . k 2' X 4TUBE MULUONS ARE USED) 2000 P.VJDESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SMS 1X27/16 X 3/8 TUBE MULLION 03P CRETE DR MASGWIY: BY OTHERS DCSTALLATMN ANCHOR 3/16' MA. TAPCON SCREW ANCHOR CTYPJ ONE BY VOW ` - EXTERNAL: MULLION INSTALLATION CLIP BUCK BY OTHERS MULLION 2= P.VJDESIGNER Hi8 X 3/4 SELF SILL <TYPJ 2000 S.H. TAPPING SMS HEAD CTYPJ 8 X 3/4 SELF SECTION A -A (2) TAPPING SMS 2X4X3/ 8 TUBE MULLION Q SEALANT BETWEEN L1 1/4' MIN. WINDOW FLANGE EMBEDMENT L MULLION r 8 X 3/4 SELF TAPPING SMS 2000 S.H._:. 2000 P.VJDESIGNER HEAD CTYPJ SILL. CTYPJ SECTION A -A 5) 8X3/4 SELF TAPPING SMS 1X4X3/8 TUBE MULLION MEWED_ FROJY EXTERIOR II VINDOV FLANGES FLORIDA EXTRUDERS 1.noRmA L MILLION a SER, ---, 2 ¢,Q:.FLANGE SHEET TRIPLE.) 4flRIZONTAL MULLION_SECTIONSX 3/ 4 SELF #8 X 3/4 SELF S.M. SMS200o S.H. TAPPING SMS Uv SEE OTHER SIDE (SHEET 2 OF-2) FOR 2600 HEAD ( TYPJ DESIGN' PRESSURE~ ;CAPAC I TIES HEAD CTYPJS -4 SECTION A A (3) SECTION A -A (4) 18 $ DFiVN BY. MSH LPPROVED i3Y r• .. r: 2002 DATE:2-/ 6/0a—sTS - bwG.:-;2HMFLGTR---. I 2000 SR 1 X 2 7/16 X 1/8 2000 S.K i X 2 7/16 X 3/8 JAMB <TYPJ TUBE MULLION JAMB <TYPJ TUBE MILLION S8 X 1/2 SELF •8 X 1/2 SELF TAPPING SMS TAPPING SMS U 2 X 4,X 3/8 TUBE MULLION SEALANT N8 X"1-1/2 SELF 2000 S.M. ySEALANT, ViMDpv Ar Et_ TAPPING sNs ,IAMB (TYPJ 1X OR 2X MULL to x i-1/2 SELF TAPPM SMS < DEFAIL B 88 X 1/2 SELF SECTION A —A (1). SECTION A -A (2) TaPPrHG 3/16' INSTALATn1W AMCMM 11— M a/ w• nu TAPCOrI SCREW ANoi08 (M) Ix4x1/ 8 1X4X3/8 CLIP TUBE MULLION ` TUBE MULLION SMS EMBED 2000SJi / SEALANT BETWEEN' _- t8 X 1-1/2 SELF 1 1/4' MIN 2000 S.K.IAMB 0Ti M TAPPING MENT JAMB (TYPJ YPJ ViHDD SECTION A— A'(5) Q . _: _i PRECAST SDI. BY ..DTMERS 1 AUXILIARY"-PG1TE N8 X 1/2 SELF 88 X V2 SELF O'OR AMITENAL ANCHORS, WHEN REOMM TAPPING SMS TAPPING SMS SEALANT BETWEEN t8 X 1-1/2 SELF V NOO VIV FLANGESTAPPING SMS / L NULLD7M MULLION A A M8 X1-1/2 SELF TAPPING SMS SECTION A — A M SECTION A —A (4) #GLSE1F TAPPING _ SMS CTYP.) - " TAlt H FLEVATI VIEWED FROM EXTERIOR gD. _ IInMWAnONAL• IN¢ OD. FLORIDA EXTRUDERS ;sW01M•--FIDMA CE lei = r Tm- SER. _, 2000 FLANGE SHEET:'1 DF: 2 1"gyC; FIUD S VERT I CAL-- MULLION I NTO HOR IZONTAL- OR I 17 SEE OTHER SIDE: (SHEET-2--OF 2) FOR,: 1 DESIGN • PRESSURE .CAPACITIES- 18 , 200 naswrr 1y: JRH APPROft BY. DAT 2/ 2/02 .:.- sceLE NTS.... lnres., 2V.t4HkIFLG -_ QUAILC TYPICAL VERTICAL TO HmzONTAL MULLION TO MUUJON 1NSTALLATE INTERNAL CLIP 1X OR 2X MULL AUXILIARY P s t3cai5.'f. .ti'•' (FOR "VInOML MOM. WHCN DETAIL C MAMJFACTU NAW' F Rm XT1ry 7 o O SEALANT BETWEEN MM FRE # — — WINDOW FLANGES L 1ELLION 2000 P.V./DESIGNER 2D00 P.WJDESIGNER C• SILL (TYP.) SILL 'CTYP.) 08 X 3/4 SELF LF TAPPING SMSTAPPINGSMS TWO BY WOOD DUCK BY OTHEF I X 2 7/16 X 1/8 1 X 2. 7/16 X 3/8 TUBE MULLION ` TUBE MULLION SEALANT BETWEEN ` APPLIES TO HEAD & SILL WHERE 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR t8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION _ WINDOW FLANGES DFlADrI L MULLION 20DO P.W DESIGNER WTAFL C_ A SILL CTYPJ A 1 I X 3/4 SELF 08 X 3/4 SELF 1000 S.H. TAPPING SMS 1000 S.H. TAPPING SMS k8 X 3/4 SELF `/ HEAD (TYPJ TAPPING SMS HEAD (TYP.) 2X4.X3/8 SECTION A —A (1) SECTION A —A (21 TUBE 1,LuoN 1 1/8' MI EMBEDMENT SEALANT BETWEEN VWWED'FROM EXTEROR WINDOW FLANGE APPUES TO HEAD. &-.SILL WHERE I' X 2' L nu.LmN _ -. a -I• X-z 7/1C-TUBE MMIJONS ARE USER SEALANT BETWEEN SEALANT BETWEEN AWnaN ANCHOR WINDOW FLANGES L MULLION FLANGES .. .. to SCREW L. MULLION \ OTAP IGNER 2000 P.W./DESIGNER NO X 3/4 SELF .. HORM CLIP r SILL (TYPJSILL ! TAPPING SMS X 3/4 SELF / #8 X 3/4 SELF PING SMS TAPPING SMS loon S.H. SECTION A -A (5) I Vw AM I X 4 X 1/8• 1 X 4 X 3/9 HEAD CTYP emscomw TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS S IM. WWA TT SER. 2000 FIN ,SHEET I OF 2 y y TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR . X 3/4 SELF :8 X 3/4 SELF IGN PRESSURECAPAC ITIES, PPING SMS 1000 Sit TAPPING SMS ' DES EB 21Z HEAD (TYPJ HEAD CTYPJ DRAwNN BY: MSH APPROVED BY: SECTION A -A (3) SECTION A —A (4) DATE:2/6/02 ISCAMNTS . D1FG.:: 2HMFINTW TYPICAL uuwoN TO CONCRETE • JAMS APPLIES TO M8 WHERE 1' X 4' DETAIL B do 2' X e TUBE MUL DONS ARE USED) _ Q CONCRETE OR MASONRY BY OTHERS \ 2000 P.V./DESIGNER 2000 P.V DESIGNER SILL (TYP.) INSTALLATIONANCH13R 3/16' DI& SILL (TYP.) TAPCON SCREW M04OR (TYP.) 8 X 3/4 SELF TAPPING SMS1X 2 7/16 X 1/8 M8 X 3/4 SELF TAPPING SMS 2 7/16 X 3/8 ONE BY VOOD EXTERNAL MULLION INSTALLATION CLIP TUBE MULLION TUBE MULLION BUCK BY, OTHERS AQ SWINDOVEALANTWSEALANTENDOVFLAN FLANGES NULLMN 1WLLIDN L MULLION 2000 P.V DESIGNER SILL (TYPa 8 X 3/4 SELF f8 X 3/4 SELF 8 X 3/4 SELF. NAPPING SMS .: 2000 S.H.TAPPING SMS 2000 S H TAPPING SMS 2 X'4.X 3/8 Q HEAD . H. HEAD CTYPa_. TUBE MULLION SECTION A -A (11 SECT10N A —A (2) 4. 1 1/4' MIN. WDmov FLANGE SEALANT RETVEEN EMBEDMENT L MULLB)N I PAiQFACT NAME: AFGvR/D4 Fi' EleilYa r— N8 X 3/4 SELF L-- p TAPPING SMS SEALANT VETVEEN wVaW FLANGES L MULLMN 2000 P.W DESIGNER 20M S.M. HEAD (TYPa 2000 P.V./DESIGNER SILL (TYP.) r SILL (TYP-) SECTION A —A (51 K8 X 3/4 SELF r i8 X 3/4 SELF TAPPING SMSTAPPINGSMS1X4X1/8 1X-4%3/8 TUBE MULLION TUBE MULLION' VIEWED ii(OAI EXTERIOR INTERNATIONAL, INCFLORIIAEXTRUDERS. STOM"I , PWRIDASCIO-ANT BE" VIMFLAt L MULLION This: SER,, 2000 . F.LANGE -SHEET 1;: OF TWIN HORIZONTAL'MULLION''SECTIONS k8 % 3/4 SELF 7i SEE OTHER SIDE (SHEET 2 OF 2) FOR 2m S.H. TAMING SMS 2m S.H. DESIGN, :PRESSURE., CAPAC,I TIES HEAD CTYPJ HEAD (TYPa SECTION A -A (3) SECTION A —A (4) 1 F 6 2M. IinwN By. MSH wPi ov>+n. r . ,: 'T D -2l4L, 02 , . scAt ; NTS .' DwG.? `21 MFLGTW j i b APPLIES TO HEAD do SILL WHERE 1' X 4' PLAAUXILIARY soR AD6RRNAL ANOMS° VHD REGLORM 2' X 4' TUBE MULLIONS ARE USED CENTRAL FLORMA B. 0. A. F. O DETAIL C SHEATHING MMUFAC ER NAM: FM OFGoR/Z>f €V77?yDbeS SEALANT BETWEEN Ek R ME # ', NU111N INSTALLATION ANCHOR 68 WOOD WINDOV FLANGES O SCREW (TYPJ L MULLION 2000 P.WDESIGNER 20D0 P.V./DESIGNER 7— SILL (TYP.) SILL (TYPJ EXTERNAL MULLION 68 X 3/4 SELF 68 X 3/4 SELF INSTALLATION CLIP TAPPING SMS TAPPING SMS TWO BY WOOD BUCK BY OTHERS IX27/16X1/8 TUBE MULLION IX27/16.X3/8 TUBE MILLION MULLION BFLMlGESviNDOW L MULLION DETATL C "T A 2000 P.VJDESIGNER SILL (TYP.) l L A B8 X 3/4 SELF 3000 S H TAPPING SMSS.M. 68 X 3/4 SELF i000 &K TAPPING SMS HEAD (TYPJ 118 X 3/4 TAPPING SMS HEAD SECTION A —A (1) SECTION A —A (2) 2 X 4 X3/e TUBE MULLION 1 1/8' MIN. L EMBEDMENT EiE1fA14 VIEWED FROM:EXTERIOR SEALANT BETWEEN viNDoV FLANGE DETAIL B APPLIES TO MEAD s SILL WHERE 1' X 2' L MULLION 1' X 2 7/16'. TUK. MULLIONS ARE USED SEALANT BETWEEN SEALANvmwvTPLEAGES SECTION A —A (5) ALLATUN ANOM so D " v1NDov FLANGES t MULLION L MULLION ttm • 2000 P.WJDESIGNER SILL (TYPJ U18 X 3/4 SELF 2000 P.VJDESit7MERrSAL (TYPE B8 X 3/4 SELF 8 X 3%4 SELF TAPPING SMS TAPPING SMS TAPPING SMS I X 4 X 3/8 1000 S.FL HEAD (TYPJ EMiEDiEN1IX4XJAB TUBE MULLION BE MILLION FLORIDA. EXTRUDERS- o ° FOA TTfLE: SER 2000 f IN SHEET 1 2 1 p,% OF HORIZONTAL'MULLION SECTIONS V V SEE OTHER SIDE (SHEET 2 OF. 2) .FOR 68 X 3/4 SELF 08 X 3/4 SELF DESIGN PRESSURE CAPACITIES r' TAPPING -SMS IWO S.M. TAPPo' SMS 1000 S.H. B Z 2:. DRAWN BY: M$H APPROVED BYHEAD (TYPE SECTION A —A (3) HEAD (TYPJ SECTION A —A (4) DATE:2/6/02 SCALE: NTS - jDwG.. 2i=1Mf I:NA:- .- SEALAmT WINDOW FLANGESN IRLLION 2000 P.V DESIGNER SILL CTYPJ NN8 X 3/4 SELF TAPPING SMS 1 F 1 X 2 7/16 X 1/8 1 TUBE MULLION C8 X 3/4 SELF 2000 S H. TAPPING SMS HEAD (TYPJ SECTION A -A (1) TYPICAL YULUOM TO CONCRETE O JAMB APPLIES TO JAMB WHERE 1- X 4' QETAIL 9 ah2- X 4- TUBE MULLIONS ARE USED) SEALANT LESWINDOWFLANGES 6 MULLION 2000 P.W./DESIGNER SILL (TYPJ NN8 X 3/4 SELF TAPPING SMSIX27/16X3/ TUBE MULLION A ` k8 X 3/4 SELF 20 S.H. TAPPING SMS HEAD (TYPJ SECTION A -A (2) SEALANT HETVM VDmOV FLANGE 16 MU.L10N CENVULL MANITACWRvoR/ A SEALANT KTVCEN L VINDOV, FLANGES MU.LEN ._ L KILLION . 2000 P.V DESIGNER 2000 P.V./DESIGNER SILL CTYP.) SILL (TYPJ 48 X 3/4 SELF NN8 X 3/4 SELF TAPPING SMS TAPPING SMS TUBE MULLION `TUBE MIA.LIOM 7N8 X 3/4 SELF 8 X 3/4 SELF TAPPING SMS 2000 S.K TAPPING SMS CTHEADCTYPJHEAD HEAD (TYPJ SECTION A -A (3) SECTION A -A (4l CONCRETE OR MASONRYBYOTHERS INSTALLATION ANCHOR 3/16' DIAL11TAPCONSCREWANCHOR (TYPJ EXTERNAL MuL " 8 - ONE BY WOOD INSTALLATM CLIP BUCK BY OTHERS MULLM 2= P.V DESIGNER SILL Cm.) - 08 X 3/4 SELF _ TAPPING SMS 2_X'4 X 3/8 TUBE F.-1 1/4' MIN. EMBEDMENT . NN8 X 3/4 SELF - L-A..' _ TAPPING SMS 2000 S.M. r ' HEAD mp.) SECTION A -A (5) ELEYY,4TTM VIEWED MOM D(TMOR FLORIDA. EXTRUDERSIAPYERNATIONAL, INC 01M, MIRMA 7 TAY.E: SER. 2000 ; _FLANGE SHEET ,1 OF:: 2y : A ' • HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEETS 2 OF 2):;:=FOIZ p DESIGN PRESSURE -CAPACITIES l) eAW`r Br:MSH s : Dam --- SCAT NTS:w; _ VV(;.: ' •2HMFLG:= --;- R 7 2m S.H. JAMB (TYP.) em SA JAMB (TYP.) TWO BY WOOD DETAIL BUCK BY OTHERSUCK.BY 1 1/8, MIN. EMBEDMENT 2000 S K 7/16 X 1/81X2 JAMB CT;S% A ' I X 2 7/16 X 3/8 TUBE MULLION TUBE MULLION 2 X 4 X 3/8 SHEATHINGTUBEMULLION 8 X 1/2 SELF8X 9 X 1/2 SELF INSTALLATION ANCHOR #8 WOOD TAPPINGTAPPING SAS TAPPING SMS SCREW (TYP.) EXTERNAL MULLIONOTUAIIE% LMN INSTALLATION CLIP 2000 si MULLION JAMB (TYP.) JAMB APPUES TO HEAD &.SLL WHERE I' X 4' 2' X 4' TUBE MULLIONS ARE USED S T SET, SEALANT BETWEEN SEALANT BETWEEN 8 X 1/2 SELF APPLIES TO HEAD & SILL WHERE 1* X 2' WINDOW FRAME WINDOW FRAME TAPPING SMS I' X 2-7/16' TUBE MULLIONS ARE USED L MULLION 4. MULLION 1111111p. 41=1 1 8 X 1-1/2 SELF 41TYP3181I -In SELF INSTALLATION ANCHOR TAPPING SMS TAPPING SMS DETAIL SCREW SECTION A -A (1 SECTION AAA (2)low do= I CT17.) SILL CLIP CENTRAL FLORIDA B.O.A.F. SEALANT BETWEEN 88 X 1-1/2 SELF VVWaV FLANGES I 1/8r MIN. MANUFACTURER NAM: TAPPING SMS L MULLION EMBEDMENT MASTER FILE # 7 I X 4 X 1/8 1 X 4 X 3/9 TUBE MULLION -TUBE MULLION 8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME WINDOW FRAME. L MULLION L MULLION 8 X I-VZ SELF 081 1-1/2 SELF TAPPING SMS TAPPING, SMS SECTION A-AW SECTION A -A I A N 2000 sit - JAMB ( TYP.) 8 X 1/2 SELF TAPPING SMS SECTION A-8 L2.2 MCAT"4 DETAIL C V= FR--g 8 SELF I AUXILIARY` PLATE CFOR ADDftIIJNAL-ANCHORS1_'WHEN REWIRED) 77 0 SMS ( TYP.).. DETAIL 2 MULLION ELEVATION VIEWEO' fR.OM EXTERIOR SANFORD FLORIDA -EXTRUDERS 0 INC TWREDA Tnu: SER.2000- FIN ' SHEET I"OF 2 VERTICAL'_, MULLION;SECTION$' SEE OTHER SIDE (SHEET 2 OF .2),--TOR DESIGN PRESSURE --CAPACITIES DRA" BY: MSH ippRovu W.- IDATL- 2/6/02 I SCAMN TSIDWG::. ZVMFIN ONE BY WOOD DETAIL 2000 S.H. I X 2 7/16 X 1/8 2000 SA i x 2 7/16 X 3/8 BUCK BY OTHERS MB CTYPJ TUBE KAA 10N JAMB CTYPJ TUBE MILLION Q E OR NASOWY' 1 1/4• !UN BY OTHERS` f' EMBEDMENT . Q a f8 X In SELF •8 X 1/2 SELF TAPPING SMS TAPPING SMS WTALLATMN ANR4]R 3/i6• DL ' .. TAPCDi SCREV ANCl R CTYPJ __ EXTERNAL MILLION JMSTALLATTON CUP SEAUM KTVESM — SMJILANT DETWM _TUBE 1KJliit)!4 _' , * AL" VDIWV S S 2000 TYPK`i1L fiIULLWN TO CONCRETE O HEMtoxs-1/2 s sex 1-v2 SELF JA" CTYPJ Mu tmN _.: Ap TO HEAD ac 51LLWHERE I' X 4 TAPPINGSMSTAPPINGSMS & 2 X 4 ; 7t18E MULLIONS ARE USED) SECTION A —A (1) SECTION A -A (2) s8 x 1/2 SELF TAPPDVG t• , BrSTAWTi@1AMC}OI 1X4Xt/ 8 1X4.X3/8_ SCREV ANCigR CTYPJ TUBE MULLION TUBE MULLION ML CLIP is X 1-1/2 SELF SEALANT:BETVED! TAPPDrG. SMS VVMV FLANciES _.. _ ., -. 2000 S.N. 2000 S}L L MULLION t _ ! ; 1 1/4' Ift B aw.) 1AMB CTYPJ SECTION A A'(5) _ p - - V r . EMBEDMENT DETAIL C . - _ s PRECAST-S1LL:BY OIIMETtS Lt1XRlARY PGaTE sBx1/2 SELF i8 X I/2 SELF _ _qm ADmrMPK Arlo is vMEwl REOWREm TAPPINGUS _` TAPPING US e . , i• 11 , owl I SEM. ANT XETVEEN • SEALANT BETVEEN - VD4M FLANGES - VVdWV FLANGES -- e SELF TAPPING 9 X I-1/2 SELF Le X 17V2 SELF SMS CTYPJ DETAIL 2 MULLION WPD+ IG. SMS r TAPPING SMS SECTION A —A (3) 'SECTON A -A (4) VIEWED OR - - E) r. INTIIA IOAT•.1C MANUFA FLORIDA EXT`RUpERS PIAsS rr1z.E: ,. NGE SHEEI ZRV/ VERTICAL MULLIQNSECTI SEE OTHER•:, S I -DE -.SHEET,¢ 2 OF `2 t,1R = j 1.B DESIGN KftStURE-CAPACITIES•. DRAMN BY: JBH e. ` . ?{`= •' f 1 M!anntono : INIIAMI-DADS CO. METRO-DADE FLAGLE, BUILDINC CODE COMPLIANCE O MM*110-DADS FLAM.r-R nUn 140 w1:S•r rLAot.Ctt s7liarr, dirt• PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 7s2901 O1x1( 03)37 Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 txs'tL oCotc t.trt:nstwc )t aus) a7s-2s27 t-',Xe (pus) a Pittsburgh ,KS 66762 rc rie.t rotzr rt>tscNatr:,vrt t 303) 373.29" rA.0 (.10s) a' PRouUt: r CONrROt. W% Your application for Notice of Acceptance (NOA) of (303)375-2902 r,l.X(303)3 Etttergy 6-8 S-W/C Ynsiving Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and TypeConstruction, and completely described herein, has been recommended for acceptance by the Miami-DCountyBuildingCodeComplianceOffice (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secureproductormaterialatanytimefromajobsiteormanufacturer's plant for quality control testing. 11productormaterialfailstoperformintheapprovedmanner. BCCO may revoke; modify, or suspencuseofsuchproductormaterialimmediately. BCCO reserves the right to revoke this approval, ifdeterminedbyBCCOthatthisproductormaterialfailstomeettherequirementsof (lie South Fl( Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-o314.2a EXPIRES; 04/02/2006 Itaut ttodcmucz Chicf Product Control Division THIS 15, THr.- COVCRSHEET SEE ADDITIONAL PA 1 11 SPECIFIC AND GENERALCONDiTIQNS BUILDING, CODER PRODUCT REViEIV C0&lt W17EE This application for Product Approval has been reviewed by the BCCO and approved by the BuildCodeandProductReviewCommitteetobeusedinMiami -Dade County, Florida under the conditionsforthabove. APPROVED: 0610S/200i Francisco 1. Quintana, R.A. Director Miami -Dade Count), iuilding Code Compliance Ofrk r Premdor Entry Systems ACCEPTANCE No.: 01-0314.2: APPROVED : JUN 0 5 200 EXPIRES April 02,200 NOTICE OF ACCEPTANCE; Si'ECinc CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 20( approves a residential insulatcd door, as described in Section 2 of this Notice of Accep designed to comply -with ' omply-with. the South Florida Building Code (SFBC). 1994 Edition for Miami. County, for.the locations where the pressure requirements, as determined by SFBC Chapter not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-!V/E Inswing Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folic documents: Drawing No 31-1028-EW-i, Sheets I through 6 of 6, titled "Premdor (Entcrgy E Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," prepare manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade C Product Control approval stamp with the Notice of Acceptance number and approval date t Miami -Dade County Product Control Division. These documents shall hereinafter be referred the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only. as slio vr approved drawings. Siaigle door units shall include all components described in the active leaf this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the ang!c between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed. non -habitable areas where the unit and the area arc designed to accept water, infiltration. 4. INSTALLATION 4.1 The residential insulatcd steel door and its components shall be installed in strict compliance w the approved drawings. 4.2 Hurricane protection systcm (shutters): the installation of this unit will require a hurt a otcction system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state andfollowingstatement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1. This Notice of Acceptance 6.1.2 Duplicate copies or the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installati. 6.1..3 Any other documents required by the Building Oflicial or the South Florida Building Cc SFBC) in order to properly evaluate the install ion of this Systcm. Nlanu l Pcrcz, P.E. Product ConExar Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED ; JUN 0 5 2001 EXkRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been I and the original submitted documcntation, including test supporting data, engineering document: 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 accepta including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation :nit 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 beer requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. if 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 shalt be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and remova Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF T11IS ACCEP"ANCE Manu Percz, P.E.; Product Contexarr Produ nntrol Division Glazed Units COP-M-MR0100-02 j FIBERGLASS DOORS 6'8" Height — Inswing X Singles 1th) 2'0" Pasonite Internationalt COP-WL-MA0141-02 1' t t. 02-0419.08 Application Filed) t l 52.0 1. ' 1 NO 2'6" r 2'8" 210" TV TV Not Listed Not Listed Arrangement X0, OX, OXO 1 I 1 1 1th) 2'8" + 1'0" r;i3sonitc intornaiionalt COP-WL-MA0143-02 UCCO 02-0419.08 Application Filed) t, 52.0 NO 2'8" + 1'2" 2'10" + I 210" + 1'2" TO" + 1'0" 3'0" + 1'2" 1'0"+2'8"+IT COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO 1'0" + 210" + 1'0" 1'2" + 2'8" + 1'2" 1'D" + 2'8" + 1'0' t'C" r 3.0.. + l'0" 1'2" + 210" + 1'2" 17 + 3'0" + 17" 2'6"+26"+2.6" 2'8" + 2'8" + 2'8' 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO i ly2'8" 2.8" + 2'8" COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 NO i 21" + 2'8" 2'10' + 210" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes: I. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, s±ate or local building codes specify the edition required. S. Masonite Internrional structural, cyclic, air, wafer, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, aA-902 & PA202. U Clakcraff AR 4 EW ..t"....1, . 11N1'NCI.AAS RN'T11V Apt ». MO? o... ...., Ow COW" Masonite international Corporation' oaa+aAdta aCk"e VA"WA nANS. Glazed Units COP-VVL-MAOIOO-02 FIBERGLASS DOORS 6'8" Height — Outstiving Singles Jvjidil.i) 2'6" X 21" 2'10" 3'0" 3'6- COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO Not Usted Not ListedArrangement i X0.OX. OXO rles (vAdVi) TV + 1'0" Masonile International1 COP-WL-MA0163-02 BCCO 02-0418.03 Application Filed) D• Ritiflg 55.0 Impict Rated NO L 2 "' + 10" 2:1 0" + 17 3'0" + 1'2" I + TV + 1'0" COP-WL-MA0164-02 02-0418.03 Application filed) 55.0 NO l I E IT + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + I'll" 1'0" + TO" + 1'0" 1'2" + 2'10" + 17 t 1 c"+30'+12" 2.6" + TV 2'6" TV + 2'8" + Te- 2' 1G" + 210" + 2'10" i XV + 3'0" + 3'0" XX. OXXO i 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 210" TO" + 3'0" TV + 78" + TV + TV COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 I NO 2'8" + 2'8" + 2'8" + TV 2'10" + 2'10' + 2'10" + 2'10" TO" i 3'0" + 3'0" + 3'0" Notes: I. Dccr a:!ar gements using fewer panels than wire! is 0orm in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International websife (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonife.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic lotetion is determined by ASC€ 7 (Minimum design bads for buildings and other structures). National, state or local building codes specity the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201. PA202 & PA203. Oak .idit AO EKLiJ ': sal V • V t.<IVs.relr 11"w 1 .u..wt.l A<[ A.YrNY 1009% Awi li. tour .1wirN D..rll.f Drin + OwC=rvD.Dpam offotw;nporenx,nl"ts swialwm.@siD" 4n4iro0.d Masonite It1tlflnaii0 net Corpora tl ., Glazed Units COP-WL_MA0100-02 FIBERGLASS DOORS 8'0" Height — inswing X Arrangement i-__---+ X3. OX, CX0 Ono] Masonile International COP-WL-MA0146-02 Miiami.Dade BCCO 02-0423.01 Application filed) CP Rating 40.0 Impact Rated NO7if 3 0" 3'6' Multiples (width) 2'8" + 1'0" Not listed Masonile International COP-WL-MA0148-02 Not listed niiami-Dade OCCO 02-0423.01 Application Filed) OP Rating 40.0 Impact Rated NO 2'8" + 1'2" 2'10"+ IV 2'10" + 1'2" 3'0" + I 1 3'0" + 1'2" 1'0"+2.8"+17 COP-WL-MA0149-02 02-0423.01 Application filed) 40.0 NO I I 1'0" - 210" + 1'0"— IT + 2'8" + 17 1'0" + 2'8" + 1'0" 17 + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2.10" + 2'10" TO' + 3'0" + 3'0" l XX, OXXO 2'8" : 2'8" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO I 2'6" + 2'E" 2'10" + 2'10" 3'0" + 37 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" 210" + 210" + 2'10" + 210" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1.. Door arrangements usicg fewer panels Char, 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.masonde.com) or from the technical center. 3. lnswls:ion instrertions are available from the Wzsonile International website (www_masonite.com) or from the technical center, Actual design. pressure requirement for a specific cuilding design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local bullaing codes specify the edition required. 5. Masonile International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 0 Oak aft TEK- FNTkY n00VU% N.,s«.... s...p"t 0— a+'zo^: h¢r (1.4.1JK 91G i 61 YrOGut1 +6p0.c1:stMTisH spt:ill:«4'i, (fiq• : 7 yrT::l Maso te Inter ationat Corporation' Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height -- Outswing Masonite International COP-WL-MA0166-02 11111111160MIsAT440 M, 02-0423.03 Application Filed) 47.0 NO Arrangement X Singles (widlh) 2'0" 2'6" 2'8- 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement l l 2'8" + 1'0- 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 TO" + 1'0" 3'0" + 1 2" lniie international COP-WL-MA0168-02 Miaml-Dade 6CCO 02-0423.03 Application Filed) r• Rating 47.0 Impa NO X0, OX. OXO 1'0" + 2'8" + 17 COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + TO" + 1'2" 2'6" + 2'6" + 76" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" TO" + 3'0" + TO" 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" + TO" 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" + 210" + 210" + 2'10" 37 + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite international website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement lof 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 Oakc aff M4ee.MCIA%1 C.TkV uoors 1i,.7i.waaa-,fir.&+ D.«. Mi Zs.ZWt Masonite International CorporationOwcOnlftnopoWaiuaNoeuclimaro•emae makes soeulkwiom. des" aM po0.0 aeue U4*d to Ch&W +maul -aKe. COP-WL-MAOIOO.02 FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing X Singles tth) 2'0" Masonite International COP-WL-MA0101-02 01-1031.01 76.0 NO 2.6" 2'8" 2'10" 3.0" 3'6" Not Listed Not Listed Arrangement- X0, OX, OXO 1. 1th) 2'8" + 1'0" masonite internationalr COP-WL-MA0103-02 r• Bcco 02-0109.10 Application Fled) 1' Rating 55.0 Impact'. 1 NO 2'8' + 17 2'10" + 1'0" 2'10" + IT 3'0" + 17 37 + 17 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Fled) 55.0 NO 17 + 2'l0" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + l'O" 1'2" + 210" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0102.02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'l0" 37 + 3'0" 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" + 3'0" + TO" + TO" 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 6 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. Oakcraft AR EK" V1Xh.G1.A5t RNTUY DOORS NH.•,y fO+rw"1-70— AV. 29. ZW2 ow COW~V o1w0 waoo„ct Wovefmm man Twffir*4 On" and wodc Masonite International Corporation O[ua Soon to ChVW . hokv noct FIBERGLASS DOORS Opaque Units 6'8" Height -- Outswing X Singles (width) TO" Masonito International COP-WL-MA0121-02 Miarni-Dade'BCCO 01-1031.02 DP Rating 76.0 I Impact Rated NO 2'6" 2'8" 2'10" TO" TV Not Listed Not Listed Arrangement X0, OX, OXO Multiples (width) 2'8" + 1'0" r,13sonite international COP-WL-MA0123-02 Nliarni-Dade BCCO 02-0109.09 Application Filed) DP Rating 55.0 111116MI-OWIR NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 37 + 1'0" 3'0" + 17 VD" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 1'0" + 210" + 1'0" 1'2" + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17" + 2'10" + 17 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 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 8CC0 protocol PA201, PA202 & PA203. Q ak raft AR EK'" 1:I610-iKG1,ASS KNTRYAVIOOOMt Np,.L•w•e 'rWbnryDa• /y n OwNlr Owr. CW MW OWMasonite International Corporation OurqOre0Nn1OfMOArK.t UnWOVernern meeel soecilitaions, as:pn VW ere0LK1 oew wort" to C+Mgt +Moan ake. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing r 02-0109.08 Application Filed) 70.0 mm NO Arrangement X Singles (t-Jd1h)1 2'0" COP-WL-MA0106.02 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0. OX, OXO Multiples (tvidth) 2'8" + 1'0" masonite international COP-WL-MA0108-02 miarnioade Bcco 02-0109.08 Application Filed) op nating 5&0 impact Rated NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" 3'0" + 17 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 Y 1'O" + 2'8" + 1'0" 1'D" + 3'0" + 1'0" 1'2" + 2'10" + 17" 12" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 710" + 2'10" 3'0" + 3'0" + 3'0" a OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + TO" 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 8CC0 protocol PA201. PA202 &.PA203. Qak"aff AR EK" 1IMF;Nf:I.AtS 41.tV7MY ^I)fJOMt nl..wl..•"•MrMrNu (.nryUe•+. Mot+ 24. 2M OW t9 MMWmp MUWMM M 010" +MO Q Vv Mt RWtS WKaiCJIM..S, oei.p.. 00 W~1 anal %Vb M 10 Cf vt +nthm n ' M asonite Interrtatiortal Corporation FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing Masonite International COP-WL-MA0126-02 I Piami-Dade'SCCO 02-0109.07 Application filed) Rating 70.0 Impact Rated NO Arrangementrth) X 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX. OXO idth) 2'8" + 17 masonite internationalis COP-WL-MA0128-02 1 02-0109.07 Application Fled) 1" Rating 55.0 Impact Rated NO 2.8" + 1.2" 2'10" + 1'0" 210" + 17 3'0" + 1'0" 3'0" + 17 17 + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2' 10" + 17 1'2" + 2'8" + 1'2" 1'0" + 21" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 17 2'6" + TV + 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-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 2'10' TO" + TO" + TO" + TO" 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. 13 akcraff A AR - EK" OW— Y 000INI^N( L.1!CS N.N7 NY 1)OON[ Nn„frwNlhraOu b,"10.«, AW429. 2W OWCOM+""p4ra OfPOOCIitn"ameN"tssoeikldnft.OnVand Moaua Masonite International corporation d" W sw"M 0 C6M9e w:11:oY1.0". X Unit MTYR• 4 UNIT 8'8" UNIT 15/16• 17-1/8• MAXIMUM ON CENTER TYR 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" MID-V'JL-MA0001.02 SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSU6HMA A156.16) surface bolls 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 18 and 010 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 1-114" 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 property to transfer loads to the structure. 0 Apd129,2002 0•• " o•• ow caM.."*'.W 01p &d -waemal mk" SWAWb4ns. Masonite International Corporation drAgn iM wodoa deW S090 to CtWW w0*40 Maio, XOorOXt101 Unit r SINGLE DOOR WITH 1 SIDELITE TYP. 6' 8" UNIT 8V UNIT 13- 15116' 17-1/8» MAXIMUM ON CENTER TYP. CountMinimum Fastener6 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" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. 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 110 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. 114" 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 1-114" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Apra 29 2902 Masonite International Corporation 0o X*wam w wWAI »=r•aaen"n "u.ee auecac+o"s. eeW ane rx.m Ane.l woiea10 tninge wdraw nays. MID-WL-MA0004-02 Unit SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17.1/8, MAXIMUM ON CENTER TYP. Minimum Fastener Caunt 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. 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/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 6 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. Pt7EM^^„Gray-..:. April 29.2002 Masonite International Corporation W. C-Q WW'a"` W M W..C' r::nTiM.NM -AS N.eCriatu r. oesyn antwwWtl w w S.Wow; ve WuaW 1-W oxxo MID-WL-r 9AOOO5"02 Unit DOUBLE DOOR WITH 2 SIDELITES CL T TYP. TYPTVypr1 a r a TVF r rr rr r rr rr r rr r "- 6'fr 13- UNIT e'o-UNIT 5/16' 17-1/8' MAXIMUM ON CENTER TYP. t I t f f f t T 1 t f if T t f Minimum Fastener Count Rough Opening (RO) 6 per vertical framing member Width of door unit plus 1/2'" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2.1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSVBHMA 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 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 & PA NDS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3116" 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 April 29. 2002 Masonite International Corporation OW Cw4mm" mopam a modes .-orovemem "wrs speokmoos. sq. Mil 1 0u0 dens loot W t+o-oe "h" -"M , XX Glazed Inswing Unit COP-WL-MA0142.02 FIBERGLASS DOORS APPROVED ARRANGEMENT: 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 madmum unit We . 6'0' a Fit, Design Pressure 52.0/-52.0 Limited water WMess specat nttestold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REDUIRED. Actual design pressure and kMW resistant requirements for aspecific building design and geographic location is dewta ined by ASCE 7-national, state or local building codesspedy the adltionrequired. 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: 0ppp ciao IIID as as as na as as 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 0 n as as as as as as 105 Series 106. 160 Series' 129 Series' 12 RA., 23 RA_ 2e RA. 107 Series' 108 Series 30e Series Series' This glass kit may also be useo in ON following door stile: Eyebrow 5-panel with scroll Oak _raff ARkEK' YraERGIASS ENTRY UOORc r.bwH.r-N rawp-t--r•— • 29•2 Masonite International Corporation W CWW." pdep. or Wotan .-7'"Mem makes saecdca"ft onion and aoovo dew sugeO to mange WW*W fw<e , XX Glazed Inswing Unit COP"WL-NIA0142.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: aas 00 ,x ; oe Swies 410 Sedn 109 saws 114,120.122 152 shies T49Saws 300 Series Saws 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 4 EK" Wo A. Iatn TcalMr d I'Itll'Mt+tr\\\ {iN 1'M ' Vt)t!"\ ItM.TwwM /M•iMw l.+r,Om. Apri 29.2002 ow tWNnwle eroetsm W poduq + Ww mm M*44 seaika . dnq" W po0u[s dow u4ma to tNnpt.~ rm-ct. t1 1.•f1, I.ow Ow. . O..•t Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: k yI. A v 0 ou, COP-M-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 61". Single Door with 1 Sidelite mwnwm ulil size . 8'0• We" Design Pressure 52.0/-52.0 limited water wdess Special Ihreshbld design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and k Wct resistawrequirernents for a speak building design and geographic fo .00a Is determined by ASCE 7 rtatrorW. stale Of 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: am g0 no sonOD nn no R an 100 Series 03,135135 Series 136 Series 822 Series 1/2 GLASS: n ° Uj as na 00 an as na 105 Series 106.1 Series' 129 Series' 12 RA.. 23 R/L. 2e R/L 107 Series' 108 Series 304 Series Series' This glass.n may also be used inthe following door sryte: Eyebrow 5-03nel with scion Oak riff AR k EKry NrNa NII.\IS lest Nl'Unr,N a..r.wswr„N hireb.an rvan a.y/II/!! 'r^/V'/ lI' b AprJ?9.?W? O•. • Oo Masonite International Corporation 0a conn.n.o; woe,a„, ON D.." a,aro.emem .,sues soecarca,aun. on.e^ W; rWo , eau., awaeu a c:upe .avow 101ce. XO or OXCOP-WL-MA0143-02 Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 0D 00 e0e Series e10 Sales 109 Sales 114. 120. 122 152 series 149 Series 300 Series series APPROVED SIDELITE STYLES: 0 129 Series 200 Series 12R. M 23FL 23L. 450 Series 152 Sulks 1e9 Series 109 series 120, 122 Series 300 series 24A. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE 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 IKurtBalthazor, P.E. — License Number 56533 Oak.raft AR EK APA 29. 2002 w co —in0Moonlnap.oeua MOM"Mele Mitts sdearkaloF4. asgn &W poduu 303J SAM tothmW .drool ea.ee w 0.. r O.• Masonite International Corporation WIN Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Single Door with 2 Sidelites Maximum unit site - 9'0- x 6'r Design Pressure 52.0/-52.0 LimMad water wdess special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. AdW design pressure and bread 101sWM requirements la a spedrrc building design and geographk location is determined by ASCE 7-mlbttat. State or beat building codes specify Ore editiontegWred. 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: pppp Q aaa iIm ao as as nn no ao too Series 133,135 series 136 Series 822 Series 1/2 GLASS: n 00 d 0 ao nn as as nn oa 105 Series 106, 160 series' 129 series, t2 Art. 23 AA. 24 AIL 107 Series' 108 Series 304 Series series' Ttws gtass kit may also be used in Ore following door styles Eyebrow 5-panel wilh scroll. a Oak rft AR4EK" 4-10l'N4;LA\\ LNTKV VOOK\ t.w••I..wMti"Awtrwro.... Agri 29. 2002 Ow c0. —v a0pam of pooucr wnerwemMe makes sOecwk:ar•us. engw and 0,00ut1 deud WOKu ro C"t wae0w .00. O.NI., D..r, Masonite international Corporation 0X0 Glazed Inswing Unit COP-WL-MA0144.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0o as 404 Series 410 Series log Series 114. 20,122 152 Series 149 Series 300 Series series APPROVED SIDELITE STYLES: 129 series 200 Series 12R, 12L, R. 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, 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 tN 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 IKurtBalthazor, P.E. — License Number 56533 OakV,, f AR-EK" r.a YI•LM.t:IAiS ]iN]N]'Ul1t)M. rMT.+N FMF-r' (X)LII!1/-N^)I„ • • Apfi129,2OD2 Masonite International Corporation W conwMwro eroQQfA of orowa +neroKmpa ewes sma" ons. ongn Na roans eew wgeo a 0aw we1"noon. Oxxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: i,, O Ju Double Door with 2 Sidelites Maximum unitsite = 12'0' x 8'8' 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 roquhelrtnnts for a specific building design and geographic beation Is delern fined by ASCE 7-national, state or beat 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: DOOD 9=1 aC]s as no nao as na ao 100 series 43.135 Series 136 Series 8n Series 1/2 GLASS: o ao 0o a on nn as an an as 105 Series 106. 160 Series' 129 Series' 12 RIL 23 RA- 24 RIL 107 Series, 106 series 30e Series Series' INS glass kit may also be used in the following door style: Eyebrow 5-panel with scroll O akgraff AR4EK" w...,d•N.a," - e,rviaa t.a,....v..e- IrNeNf:ll\ emv.v 04710N[ M".T--l14-4"tw o».. xxxrC,'y-yx- w April29.2002 Masonite International Corporation ow coro.arne co- or wooucs mmovtmenr makes satcdgargns, deson are wveon deud S ft"t ro manse vnroovt MKe. oxxo Glazed Inswing Unit COP-WL-MA0145-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: f na oa 404 Series 410 Setts 109 Series 114, 120,122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a 129 Series 200 Series 12R, 12L, 23A, 23L, 45o 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). war K, Z IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR EK e..l.,,...l,l..., W+ J.X. X.- N.•11-r.-JfIM-M .11 11M 1 IJ. NI". n",,.r,e„--r F..s,Ow. n Owl:,, O-.•1 Apr$29.2002 Masonite international Corporation ow C&A"" OlOewm ofp 0-PNe."le .Wes SVK,1X111."e. etsp- ma W-d-et des" I.W a Ch&V .phew -ace XX Iw• iI ! t Glazed Inswing Unit r APPROVED ARRANGEMENT: 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Double Door Maximum unit size - 6'0- x E'0' Design Pressure 40.0/-40.0 Limited rater Wass special tMeshM design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actualdesip pressure andimpact resisW requiremerAs for a specific buildim designand 9Mraphic bcationIs detemrinad by ASCE 7-national, slate or bcal buMWq codes speciy the e0w 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: 1/2 GLASS: n o0 e0e Series 00 00 22 series 0 108 Series Q akcraff AR k EK" rrtlLNflAi3 l rMY UVVNY rMrr o- /%1/1/yr'. • r"JlU r'r V Nr ii+iiw Apra 29. 2W2 o..on •...r Masonite International Corporation0.c"Iftn.oaV^ a wo"-DoemeM"wes soc4"..& dnir "woom au+ 1ubl"I re crape wOM ner4r. XX l I Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 010 Series E52 series 300 series CERTIFIED TEST REPORTS: CTLA-805W 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). 1 Ex State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff w Or. •. Oa.r, a Masonite International Corporation AR 4 EK" Apol29•2002 ow two" omwam of po" -wo. -wo makes SPKftN m,. oesgf -4 9'"W oeaa %aea to craft" +.~ fake XO or OX . I Glazed Inswing Unit n APPROVED ARRANGEMENT: 890" 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". Single Door with 1 Sidelite Mazlmum unit size + 6Va 6'0' Design Pressure 40.0/-40.0 LimRed water unless special dweshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact FesisWra requlremeMs for a specific building design and geographic Wagon is determined by ASCE 7-national. stale orlocal building codes specity 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: 0310 oa 00 322 series 1/2 GLASS: 00 40e series 108 series O ak REraffAK" ..,..:. ,. ,.•T 1 . —F— , .i d L( Vvr .n,u.". FMF.vNFa..r,.0t—,then /(RCC,,,," Ap,e29.2002 Masonite international Corporation Ow c~4WV propat.n Q1 e,o" Fnp.O+Mtt,o „Wes sw t.t*—Ss ee'.e• N P,04., oe1M WOW WCRN,ee -W- W -01{r XO or OX O" L ' I ' 1 22 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 10 series 300 Seri" APPROVED SIDELITE STYLES: e50 $cries 852 Seri" 810 series 300 Series CERTIFIED TEST REPORTS: CTLA-805W 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). 1 wf / &-X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff ARTEK" t..,•.:..,, L.T VItlCNr LASS IirrTNti DIN>NS easwTw..MrMrM r'w10•^^ C/ rISL/YrVVa\ r i. O AWN29.20M Masonite International Corporation W Ignt fne Woona. OIiWe" •nW.Mhenl main'w4n;alo..a. uep" and e.•dua deWa %whect to Change _hw ndl.re. OXO f,» A1 'e I Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Single Door with 2 Sidelites MoArnum Unit size . 9D• a 11a, 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 k Wd rcsiatam requirements 101 A spedtic h4ding design and geographic localion is determined by ASCE 7-Mional, stateor local budding codes speedy line edillon required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have bee"1 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: O oa 022 series 1/2 GLASS: Oak.raff w.. d 'r......d AR4 EK" t..,....1,,.. a..... I IYI'MC:LA\\ tNl'M1' Un,IM\ M..•i wn+tf f.n.fOsr. tyr)CC..,, • April 29.2002 Masonite international Corporation ow COMM" M WOW me,oVtlMM "es Imacaom pulp" am Wo"I dew WNW 10 CrQ"e WOW C"At, O OXO O• A1 t Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 111110 Series 30o Saks APPROVED SIDELITE STYLES: 4 i J n r 450 Series 652 Series $to Series 300 series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E120224 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"A AR4EK. ......:......._ rrectteuAxa ln7RV GOOKS Tft-."e.ro••' a Apri29. 2002 Masonite International Corporation ow COMMMM1e aoerm a proem mWol mem olives se d".0.6. dew rev ero•ucr ono SORO to Chow "doper WK*l 4 3 2 1 1 j s MnuMEDurE sl Es /OR 1F AROE DOOR. REVISIONS ip1ED{0° k) REV. NO. ZONE: DATE: ECN NO, IMPVD: DESCRIPTION a470NAL SSD GLASS 01 A 1 1 82 11/00 - UM I on (1) WAS (2) FOR TRACTS BOLTACRILICUIESAMIABLE Sfl: SECTION B-a) HOWSONTAL TRACK SUPPORT BY 20 G MW. ENO STILES ATIJCNFD TO DOOR DOOR INSTALLER (m SLIT) S1tM WIN PATENTED TOG-LiOC SALSIFY Q TOP. BOTmu aNTuQ g T r1_3 STEEL nAC BRACKET ED m ROOD AAMB WIN sp' woaD ]AG stRErsFFLISTED1BaTIE, DaE , 4 c .RIIlAeLE cvIBN vIEW t' EL YRAM 11 CIMESS: Ow 1 v. TRAuc eRACKEr. sowrParLiawaK+ UB 70P BRAQfETREPORT#9606C 1 1]1 OPATTERN Iwo N BOTTOM / 5 tlw M[I,pMu. APIIAM N. OMESWMK ETC) /144/8• BEET METAL SCREWS IO1DPTIO K VONSOF A OPTIONAL OUTSIDEE IE7IOCJT POSRgN YAK. DOOR WIDTH 1 13iild ali T/APPIK: SCRWS. a G E/D IN1rJ3 1A fJ INIFMMHT AF 11 MCf D L 1 J AVOWER. OSCIR. ON SCAMB. IM Otmig DOORS OV m r-o• 1 GII CONSST DE {{a) sEOr (SSNDRN)). MU FRAME .,m UV S >Ly1ER Ep p, ]dD 9pEls MAY BE eauNTEAs M DOORS arat Y-0' MMAM nonSST OP (A SECTIONS (NOT SMOMM). mATBMD ON aRSCE SURFACE {gR 110< REONEED) ToPROMOE A RM ROUNIBC M STOPMMADCBY DOOR MSTALLJ R (m Slln illFACE. IKNEOMM AAIBS DO NOT TRANSFER LOAD. 20 G UK OILY. STEEL END STILE B 2[ YtiMd1 PK .IAIB 2. 711IC1c 1/or AC Rum 20 G GLY. STEM WIE11, MILE IDOIDED MMSIOE sf B-M 12 G GLv. STEEL TRACK 23 G INL STEEL LITE RUM EIt (tea/a• PIN /FM SCREW 9% E1S FASTENED m ROOD .WB Sm COATED MNH C-40 MM. (f0 SCREWS PER IRE) OFNR115 (C-90 1RTF1 dE s/]a'/I' uc saw CALVAMa1O. BYRD-ON PRIMER a 2s RNfFR3 f200D P9 YN. CONCI(_ OR PER TRACK BRACfQT- j\ AND A BAKED -ON POLYESTER 1/i5N• TMC011 scam O!1 »-I& cumm (2 W `7/]B' la. ROUND "o TOP COAT APPLIED m BOTH SNAPLAX"LAft BN. CpICRflE). wmm NCIl, mw FASIEIIFR (ONE PER ROLLER) am OT SIFi1.. SON. 12 G OALY. STEEL TOP SIEETE ANCMORS, /' Da. UK wism Meow" /L y7E 5 r8 G CALmV. M QCSII/I kA1 NLE Rn,m BPACKE7. EACH EACH SIDE Or DOOR. IlTN TA/Cpli ANCHORS MAY BE COFl/IERSU T 12 G GILV. STEEL TRUC2 GA&V. STEEL TRACK K BRACO:TS. ISTEMEDTOis G YO END 57RES EACIf •/(a) iafi SHEET IErK SCEWS ) 9IACKET ATTACHEED N/(4) mF (BUT HE E)1/FD) m PRONE A RM TRACK ATTACHED m EACH BRACKET /IN6 8' Sf!}T BETAL SCREY"s AAD Ia6/B• SHEET METAL MOLBaW 9lFACE HORIZONbL JABS 00 OCT w1TX ONE 1/a'd/B' ear •NUT `a) 1 s•J/a sE1F YAPvtNc scRErs PER ENO MILE SNPLAPJOINTS. TRANSFER LOAD. OR TOD 1/4' DA, IMEM OUTSIDE Kctm 14 Cl , STEEL M1AIOLE Ern ENO V NA SORT SSEM, IO BALL STEEL ROLLM O H IOX EACH STILE STILE .ISI fdBiYdigB Otl PARK TIESTUFIELO. PL rASTIM (( TO ETD BOER. PREPARATION m JAMRs er onMTs n,nN c g01M10A PL /1 a91 BEET IfOAL Ih5/I' MS" MMNDLE S Worm CAROL" PL {2 m r TALL u-BNR & (4) I/r.y/a• SELF ( LOCK &A 20 " Y. smaCATrACPIED 1MML SCAM. 29E 1AM2LlQ N DPRON TRACK s M DESIGN LOADS: +24.0 PSF & -24,5 PSF YEtD ` so ol»sDE '" SIDE wi ec PnoTtsTauL OF TEST LOADS: +36.0 PSF & -37.0 PSf ACCOROMOCEr TALL . 20 G CAL.Y. STEEL u-SARS END SIDE Bat HAAl10lE Or DOOR.WITH CURRENT BURHE S CODESFORLOSTAUCTIAREADS (METEDON IN A 2-1-2-1 PATTERN ,E TOO u-BARS SOLE LOCK or -AGES a oMAAL AIE N MMu ON BOTTOM SECIIOHL ONE u-BAN ON NEXT MOO VERRSAL IIMS DRuw1c. 1mM A AAem va {OROes). PART NO.: - j SECTION ETC EApI V- W ATONED TRACK. ONE NORCE` iNl a sLrtR/ OIA.M.a. 3t2 BIENII q 51ie IEDO TH ,//A J/1 S6f TAPPING SUMS LOCK DN "•- IDEAL ON 45202 PER si EWrwYbN. EACH SIDE r ctoPAr max;Ts cD. TOLERANCES — AL BD. I-Y,t>-•36t-1EODOF DOOR. " O00Mi1ni0A..x "a A10H' 10I sammo mommimBL Fa NL I-SU-762-3519 SIDE wa esAr. l. l A t.Q3 MSDr o Mnr eOLr .w A.Oak ' a'sMR[Ia .00 t .015 ccrsr. A -A ]SIDE vMEVN y91 y +Ah.ul i Pax umAnt FAAn r DESCRIPTION: MODEL 6RST W4 16-0 : 8-0: 24/-24.5 DESK)NLOAD X SIM BOTTOM BAAC1tE7. aek- YYA A V *A 6 .OQO . t.005 1144 • SHEET METAL SCREWS. pI MAr ^ cM9 /7 DRAWN 6Y: BMM DATE: 4 I B 00 SCALE: NTS QOQo . t.)O) / / DWG. R ALL&WRIM EXTRUSION revs . t 1 CHECKED BY: LOAM DATE: 4/18/00 SHEET 1 OF 1 SIZE L l WK REATIERSIRIP. d ° «. - LMYsaa SNLRa OtHunds[ PrOjxt)Dn DIMQ1SOt6AREM ICMES. DWG. NO.: 102138 1 REV. NO. im c M. A R 1 1 1 REVISIONS NO ZONE: DATE: ECN N0. APPVD: I DESCRIPTION A4 11/00 1 - I — I 07Y (1) WAS (2) FOR TRACK BOLT Y IMM 3' TALL U-BAR HORIZONTAL TRACK SUPPORT BY20GAGALV. STEEL DOOR INSTALLER (TO SUIT) DoL 3- T 13 GA, GALV. STEEL FLAG BRACKET. 26 GA GAIN. SMM TOP EACH FASTENED TO WOOD JAMB WITH BAaT A Aa1FD1&W/M (3) 5/16'x1-5/8" WOOD LAC SCREWS. 14a . sm 1yEEY(,A1LL (jg', DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM ISWHAPJOKMDAVAILABLEASANOPTION N14TAeAw. s>m Q fN0 MtMCE EACH 25 2- GALV. STEEL TRACK, sF1IEs WW s) t a s MIN. TRACK TTIf]cNESS:.OBO- iUVM SCREW .. O_ 3- TALL : Ib OGALV.ca IYP. 2-1/2'02 CA. GALV. S1E71 TRACK BRACKET.0 SMO. U-sNR. OE U-9M 3 (4) TRACK BRACKETS PER SIZE PER sEmm EACH U-M ATTAt]EO svIPL.R ``"Io o LHR TOP BRACKET DOUBLE HORIZONTAL TRACK NOTE 1. DOORS UP TO 7'-0' HIGH CONSIST OF 4) SECTIONS (gST10WN)). FRONT FRAME WITH U.V. DOORS OVER 7'-0- HIGH CONSIST OF ( SECTIONS (NOT sHOWN). COATING ON OUTSIDE SURFACE DOUBLE 77t4!`v O O @ _ JAA ATLAnLMCNT F x 13 CA GA131. SIRL BDTTDY LOW HEADROOM OPDON BRACKET. ATTA4IED M01 TIRO 1 4•x3 4' SELF 1/2 z3 lAG SCREWS ON 24 CEI4TERS. i O.D. AaN. /14xs/e s1EET LIErAL s7iEM5. OPTIONAL 10 SCREWTAPPINGSCREWS. WASHER REQIIRfA LAG SCREWS A41Y 8E OOIxfiET6tNNlc SSB CIA56 OR WINDOW LrrE14GAENOHINGES18GAINTERMEDIATEHINGE ( NOT REQUIRED) TO PRONDF A FLUSH MOUNTING w. 1/8- ACRYLK: LINE NEW 'B,B• VIEW 'C. SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION A -A (SIDE NEW) SECTION R-e 2x6 YELLOW PINE JAMB If MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SK i 1) INTEltWETDDIIpATE STILE AND URETHANE TAO7ESIVE (ALbNC Ac BD 1) NATIONAL DS8 Goss OR LISTED 11 ACRYLIC UTES AVAILABLESEESECTION8-8) 20 GA MIL 00 STILES ATTACHED TO DOOR S M WITH PATENTED !OG-L-ROC SYSTEM A OP, BOTTOM & CENTER). M REPORT#9606C 25 GA. MIN. GALV / LOCK POSITION STEEL SKIT COATED BOTHSIDES) WITH A BAKED -ON PRIER, TWO POINT LOCK NG AND A BATED I POLYESTERTOPCOATAPPLIEDTOBOTH SIDES OF STEEL SKIN. KEYED LOCK POPTIONALOUTSIDEKEYEDLDCK— MAX. DOOR WIDTH 9'0- 14x5/8- SHEET METAL SCREWS ONE 3' TALL x 20 G0. U-BAR (50 KSI) PER DOOR SECTION. END SLIDE BOLT 5111E LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDEffOFDOOR INSIDE SLIDE BOLT LOCK OPTION 18x3{ 0 PAN HEAD SCREWSCREMSPERLITE)ENDVERTIuuBATTACHMENTNCEND 2 PSI YW. COI/L'RETE COIL 5i N STOP MOULDING BY DOOR INSTALLER (TO SUM 3 8 x4 SLEEVE ANCHORS ON 24 CENTERS (BOTH INTER. 20 GA A6N. CALV, STEEL END 5171E C-90 BLOCK OR 2,000 PSI MIN CONlXtE7E) OR 1 /4'z4 TAPCON SCREWS ON 24- CENTERS (2,D00 SNAP LATCH ENGAGES STU 20 GA GALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONTO VERTICAL TRAONCK. SLEEVE ANCHORS. 1. 0.0. MIN. WASHERS REQUIRED ONE SNAP LATCH EACH SIDE OF DOOR. R. WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE 12 GA. GALV. STEEL. TRACK / (BUT NOT REQUIRED) TO PROVIDE A FLUSH OUTSIDEBRACKETSFASTENEDTOWOODJAMS-,, AiSJ MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT . HANDLEWITHONE5/16-x1-5/8' LAC SCREW TRANSFER LOAD. OUTSIDE KEYEDPERTRACKBRACKET. \ HANDLE 1 ENO18CA. GALV. STEEL CENTER HINGE fASTEMED TO INTER. SOLES W 4) STILE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. 2" GALV. STEEL TRACK FASTENED TO 14 GA GALV. STEEL itOLLER 114xs/8- St' ANAL SCREiYS_ OUTSIDE KEYED LOCK LOCK BAR LOCitllK: 12 GA QALV. STEEL TRACK BRACKETS. FASTENED TO END STIES EA(31 4W4) TRACK ATTACHED TO EACH BRACKET INSIDE 14x5/8- SHEET METAL SCREWS WITH ONE 1/4'x5/B' BOLT & NUT t4) 1/4'x3/4- SELF TAPPING SCREWS PER END HINGE. OUTSIDE DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. KEYED LOCK TEST LOADS: +375 P.S.F. & -48.0 P.S.F. OR 7W0 1 /4' DNA RIVETS. SNAP LATCH LOCK OPTION z' OW SHOW STEM. 10 BALL STEEL ROVER. PREPARATION Of JAMBS BY OTHERS Ko/1a: 4K .at . A sca Ns.s1. PART NO.: - PART um- st JAMB CONFIGURA„ON d Nlm wd a,,,w„ 312 I*A A Sub ism Cdw1011 45202 TOLERANCESa,... IDEAL 3-381-43DO SECTIONCNOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL 8E THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFNW, P.E. WITHCURRENTBUILDINGCODESFORTHELOADSLISTEDONj z 4 AWk..4. k*k `' i1r°'"i° anwA Aa PAr 9aew. fir. r e.... z+. Mw Mws w M+ x"o xwo...,. 0 - t:03 ILO, 1-513-M-3519 00 . t .015 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN WAD 000 - t.005 00W - t'001 DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. R HIS DRAWING. FLORIDA P.E. 148495 C1 LTMra Amps t // T CHECKED BY: MWW DATE: 4/18/00 SHEET I OF 1 SIZE J_I NORTH CAROLINA P.E. 123832 ProJx6on r - uw- Sww4 Ouw.ty oa* msoNs ARE xN rNa+Es. DWG.NO.: 102137 1 REV. NO. 1 4 3 2 e%itauh-1r -.i MAUTUL %. VWAJ 4 Dt)],J)ffitj j)>jy, FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2289 Builder: DR HORTON Address: '3 'A _ Z,t S t fib. n o 1\4Vk Permitting Office: City State: <j>r\(F, -L T3 Permit Number: Owner: iD. Q . N Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu /hr 3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 5 u_ b. N/A 5. Is this a worst case? yes 6. Conditioned floor area (ft') 2284 112 c. N/A 7. Glass area & type a. Clear - single pane 259.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 48.0 kBtu/hr cC Tint/other SHGC - siagle pane 0.0 ft' _ HSPF: 7.90 d. Tintlother SHGC - double pane 0.0 ftZ b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 320.011' _ c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallonsa. Concrete, Int Insul, Exterior R=3.0, 835.0 ft' _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 876.0 112 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 330.0 112 _ d. NIA c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1809.0 ft' _ 15. HVAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ M&C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33145 PASSTotalbasepoints: 36048 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: Aye DATE: I I hereby certify that this building, as designed, is in compliance with the Florida Energy Cede. DATE: 1 I i 1 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: .-. vr, .,... • . b , , EnergyGaugeo (Version: FLRCSB v3.2) FORM 60OA-2001 r s 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 2284.0 25.78 10598.7 Single, Clear E 1.0 12.5 7.0 59.31 1.00 413.2 Single, Clear E 1.0 14.5 32.0 59.31 1.00 1890.1 Single, Clear E 1.0 14.5 53.0 59.31 1.00 3130.5 Single, Clear S 1.0 5.0 10.0 44.66 0.92 409.1 Single, Clear S 1.0 7.0 23.0 44.66 0.97 996.8 Single, Clear W 1.0 10.0 39.0 53.47 0.99 2074.2 Single, Clear W 1.0 11.0 7.0 53.47 1.00 372.5 Single, Clear W 1.0 3.0 8.0 53.47 0.86 366.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 9.0 32.0 53.47 0.99 1701.0 As -Built Total: 259.0 13628.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 330.0 0.70 231.0 Concrete, Int Insul, Exterior 3.0 835.0 1.40 1169.0 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664.4 Frame, Wood, Adjacent 11.0 330.0 0.70 231.0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 3064.4 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1809.0 2.13 3853.2 Under Attic 19.0 1809.0 2.82 X 1.00 5101.4 Base Total: 1809.0 3853.2 As -Built Total: 1809.0 5101 A FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 161.0(p) 31.8 5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p 31.90 5135.9 Raised 320.0 3.43 1097.6 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 6217.4 As -Built Total: 481.0 4559.9 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 2284.0 14.31 32684.0 2284.0 14.31 32684.0 Summer Base Points: 44525.2 Summer As -Built Points: 50043.1 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 44525.2 0.4266 18994.4 50043.1 50043.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 15198.9 15198.9 EnergyGaugen" DCA Form 600A-2001 EnergyGaugeO/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 r WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILTFPESditionedXBWPMPointsOverhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2284.0 5.86 2409.2 Single, Clear E 1.0 12.5 7.0 9.96 1.00 70.0 Single, Clear E 1.0 14.5 32.0 9.96 1.00 319.7 Single, Clear E 1.0 14.5 53.0 9.96 1.00 529.5 Single, Clear S 1.0 5.0 10.0 7.73 1.02 79.0 Single, Clear S 1.0 7.0 23.0 7.73 1.00 177.8 Single, Clear W 1.0 10.0 39.0 10.74 1.00 418.7 Single, Gear W 1.0 11.0 7.0 10.74 1.00 75.2 Single, Clear W 1.0 3.0 8.0 10,74 1.02 87.7 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 9.0 32.0 10.74 1.00 343.5 As -Built Total: 259.0 2619.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 330.0 1.80 594.0 Concrete, Int Insul, Exterior 3.0 835.0 3.80 3173.0 Exterior 1711.0 2.00 3422.0 Frame, Wood, Exterior 11.0 876.0 2.00 1752.0 Frame, Wood, Adjacent 11.0 330.0 1.80 594.0 Base Total: 2041.0 4016.0 As -Built Total: 2041.0 5519.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1809.0 0.64 1157.8 Under Attic 19.0 1809.0 0.87 X 1.00 1573.8 Base Total: 1809.0 1157.8 As -Built Total: 1809.0 1573.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 161.0(p) 1.9 305.9 Stab -On -Grade Edge Insulation 0.0 161.0(p 2.50 402.5 Raised 320.0 0.20 64.0 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 369.9 As -Built Total: 481.0 978.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:.. , PERMIT #: I BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2284.0 0.28 -639.5 2284.0 0.28 639.5 Winter Base Points: 6747.5 Winter As -Built Points: 10225.1 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 6747.5 0.6274 4233.4 10225.11110225.1 1.000 1.00 1.078 x 1.160 x 0.92) 0.432 1.150 0.432 0.950 0.950 4828.0 4828.0 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRE52001 FLRCSB v3.2 FORM Fj00A-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points Cooling + Heating + Hot Water = TotalIPointsPointsPointsPoints 18994 4233 12820 36048 15199 4828 13118 33145 PASS -- EnergyGaugeT" DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM POOA-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.ABCAA Maximum:.3 cfm/s .ft. window area; .5 cfmtsq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: Wndows/doors & frames, surrounding wall; foundation & wail 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 Lqp 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 rimeter enetrafions 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 R2netrafions and seams. Recessed lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air banier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MFASURFS Imusf ho mot nr nvrnnrinrl k%, su ..e-;A-..--- i COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal effiden 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. Duds in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate dily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common wails -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTu DCA Form 60OA-2001 EnergyGauge®/FlaRES-2001 FI_RCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.9 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 1Single family or multi -family Single family - a. Central Unit Cap: 48.0 kBtu/tw 3. Number ofunits, ifmulti -family I - SEER: 12.00 4. Number of Bedrooms 5 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 2284 ft2 a N/A 7. ' Glass area & type a. Clear - single pane 259.0 ft2 - 13. Heating systems b. Clear -double pane 0.0 ft2 - a. Electric Heat Pump Cap' 48.0 kBtu/hr - e'. Tint/other SHGC - single pane 0.0 ft2 - HSPF: 7.90 d. Tintlother SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft - c. N/A b. Raised Wood, Adjacent R=11.0, 320.0ft2 _ c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Int Insul, Exterior R=3.0, 835.0 ft2 - EF: 0.86 b. Frame, Wood, Exterior R=1.0, 876.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 330.0 ft2 _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1809.0 ft2 _ 15. HVAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Una AH: Interior Sup. R=6.0, 1.0 ft v RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. r, Builder Signature:i Date:l I _ I 1 -U Address ofNew Home L " City/FL Zip: LNFFc ; D L 6)7 NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarTudesignation), tvour home may qualifyfor energy efficiency mortgage (EEAV incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucfedufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeg (Version. FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project Information For: DR HORTON Notes: DR HORTON--MODEL 2289 Design Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db - 70 OF Design TD 32 OF Heating Summary Building heat loss 36319 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 36319 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air charKjWhour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 2284 2284 18742 18742 0.70 0.40 219 125 Heating Equipment Summary Make TRANE Trade Efficiency 8.0 HSPF Heating inputHeatingoutput Heating temp rise Actual heating fan Heating air flow factor 0 0 1600 0.044 Btuh @ 47°F OF cfm cfm/Btuh Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 30460 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 31306 Btuh Latent Cooling Equipment Load Sizing Internal gains 1610 Btuh Ventilation 2212 Btuh Infiltration 3692 Btuh Total latent equip. load 7514 Btuh Total equipment load 38820 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 10.0 EER Sensible cooling 32900 Btuh Latent cooling 14100 Btuh Total cooling 47000 Btuh Actual cooling fan 1600 cfm Cooling air flow factor 0.053 cfm/Btuh Load sensible heat ratio 81 % BokMllc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1 VVr 1GjNtSC> t Ri t.SuiteResidential-5.0.64RSR26016 2002-Mar-0108:28:50 EAFiles\DR HORTON 20021228912289.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 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 18742 ft3 x 0.0167 = 219 cfm 2. Winter infiltration load 1.1 x219 cfm x 32 °F Winter TD 7712 Btuh 3. Winter infiltration HTM 7712 Btuh / 297 ft2 Total window = 26.0 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18742 ft3 x 0.0167 = 125 cfm 2. Summer infiltration load 1.1 x 125 cfm x 18 °F Summer TD = 2479 Btuh 3. Summer infiltration HTM 2479 Btuh / 297 ft2 Total window = 8.3 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 125 cfm = 3692 Btuh rroceaure u - equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 'F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 30460 Btuh Sum of ventilation and structure loads = 31945 Btuh Rating and temperature swing multiplier x Equipment sizing load - sensible 0.98 31306 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 BtuhInternalloads = 230 Btuh x 7 people + 1610 BtuhInfiltrationloadfromProcedureC + 3692 Btuh Equipment sizing load - latent = 7514 Btuh Construction Quality is: a No. of Fireplaces is: 0 BoldHtallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wr1glhtsC>ft Ri9M'Suite ResMandal- 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACM E:Wdes\DR HORTON 200212289x2289.m Page 1 RIGHT-4 WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 NWIVVHL J: rtn tO. 1 Name of room Entire House MBTH WIC MBR 2 Length of exposed wall 274.5 ft 20.0 ft 16.0 ft 14.0 ft 3 Room dimensions 8.0 x 12.0 ft 9.0 x 9.0 ft 16.0 x 15.5 ft4CeilngsConditOption8.2 ft heat/cool d 8.0 ftl heat/cool 8.0 ft heat/cool 8.0 It heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Cig W) Htg I Cig ft') Htg I Cig ft.) Htg I Cig Htg I Clg 5 Gross a 146 4.6 2.1 999 160 72 112 Exposed b 12C 2.9 1.9 971 0 0 0 walls and c 13C 3.2 1.2 330 0 56 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 206 7614 7 259 0 0 32 1183 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0Heatingc9C38.7 0 0 0 0 0 0 0 0d0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0f0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 42 849 0 0 0 0 0 0glassdoorsNE/NW 0.0 0 0 0- 0 0- 0 0'»• 0CodingE/W 56.8 210 11919 7 381 0 0 32 1741SE/SW 0.0 0 0 0 0 0- 0 0 0South30.4 7 224 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a IIA 18.99 1127 38 717 484 0 0 0 0 0 0 0 0 0bitA18. 12..7 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2A 835 3848 1719 153 705 315 72 332 148 80 369 165exposedb12C2.9 1.9 876 2523 1703 0 0 0 0 0 0 0 0 0wallsandc13C3.2 1.2 330 1040 386 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 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1809 3068 4027 0 0 0 0 0 0 0 0 0b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 161 4173 0 20 518 0 16 415 0 14 363 0Note: morn b 19G 1.1 0.0 320 364 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 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.01 8.3 297 7712 24791 7 182 58 0 0 0 321 831 267 13 Subtotal bss=6+8. +11+12 33017 1664 923 2745Lessexternalheating0000Lesstransfer000014Ductloss103302101661100A92101y27515Towloss =13+14 36319 1830 1015 3020 16 Int. gains: People @ 300 7 2100 0 0 0 0 1 300Appl, 1200 2 1800 0 0 0 0 0•»• 017SublotRSHgain=7+8..+12+16 27691 754 214 2473Lessexternalcoding0000Lesstransfer000018Ductrn102769107510° 21 10 24719TotalHgain=(17+18)•PLF 1.00 30460 1.00 830 1.00 235 1.00 2720201Airrequired (cfm) 1600 1600 81 44 45 12 133 143 Printout certified by ACCA to meet all requirements of Manual J 7th Ed t+ W4 791I 77CS0f Right -Suite Residential- 5.0.64 RSR26016 2002-Aar-01 08:28:50AMkE.-TN ZR HORTON 2002,228912289.rsr. Page 1 RIGHT Entire DEL AS 109 COMMERCE STREET. LAKE MARY. FL 32746 WORKSHEET HEATING,AIR CONDITIONING,R 831-2665 Job:2289 9,22.00 MNIVVAL J: tin to. 1 Name of room UTIL 1/2 BTH FAM KIT 2 Length of exposed wall 9.0 It 5.0 ft 31.0 ft 9.0 ft 3 Room dimensions 6.0 x 9.0 it 5.0 x 9.0 ft 17.0 x 16.0 ft 10.0 x 20.0 ft 4 Ceiings Condit. Option 8.0 ft heaticool 8.0 ft heaV000l 9.0 It heat/cool 9.0 ft heat/Cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg f() Htg I Clg W) Htg Clg W) Htg I Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 0 0 311 81 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 72 40 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.01 0 0 0 0 6 Windows and a IC 37.0 0 0 0 0 0 0 10 370 glass doors b 8C 37.0 0 0 0 0 53 1959 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0- e 0.0 0 0 0 0 0 0 0 0f0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 0 0 10 204glassdoorsNE/NW 0.0 0 0 0 0 0 0 0- 0CoolingE7W56.8 0 0 0 0 53 2883 0 0SE/SW 0.0 0 0 0 0 0 0 0- 0South30.4 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Otherdoors a 11A 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 258 1189 531 71 327 146 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0wallsandc13C3.2 1.2 72 227 84 40 126 47 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 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 282 478 628 210 356 467b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 9 233 0 5 130 0 31 804 0 9 233 0Note: room b M 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdnspt. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 121 Infiltration Ia 1 26.01 8.3 0 0 0 181 467 1501 53 1376 442 10 260 83 13 Subtotalloss=6+8..+11+12 460 1063 5806 1546 Less external heating 0 0 0 0Lesstransfer000014Ductlass104610OA106109A58110015515Totalloss =13+14 506 1169 6386 1700 16 gains: People @ 300 0 0 0 0 4 1200 0 0Appl. ® 1200 1 600 0 0 0 0 1 120017SublotRSHgain=7+8. +12+16 684 426 5685 2101Lessexternalcooling0000Lesstransfer000018ihrctgaol10681043105681021019TotalRSHgain=(17+18)'PLF 1.00 753 1.00 469 1.00 6253 1.00 231120Airrepaired (Cft) 22 40 521 25 281 328 75 121 Printout certified by ACCA to meet all requirements of Manual J 7th Ed G vv'r s gi-t50FC Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50145& E:1FYes\DR HORTON 2002\2289\2289.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 NVi1VVfLL J: fin La. 1 Name of room DIN/LN/FOY BR2 BR3 HALL BTH 2 Length of exposed wall 57.0 it 31.5 ft 23.5 ft 5.5 It 3 Room dimensions 20.0 x 19.0 ft 12.0 x 16.0 It 12.0 x 15.0 ft 6.0 x 18.0 ft 4 Ceiings Condit. Option 8.0 It heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 It1heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg a9 W) Htg C19 ft) Htg C19 OF) Ht9 I C19 Htg C19 5 Gross a 14B 4.6 2.1 263 0 0 0 Exposed b 12C 2.9 1.9 63 252 188 44 walls and c 13C 3.2 1.2 162 0 0 0 partitions d 0.0 0.0 0 N 0 N N. 0 f NN 0 e 0.0 0.0 0 f Nf. 0 0 NN 0 If 0.0 0.0 0 NN N. 0 N 0 N N.« 0 N.. 6 Windows and a IC 37.0 77 2846 16 591 16 591 0 0glassdoorsb8C37.0 0 0'»' 0 0 0 0 N«« 0 0- Heating c 9C 38.7 0 0 N"' 0 0- 0 0 O 0it0.0 0 0 0 0- 0 0 0 0- 7 Windows and North 20.4 16 319 0 0 0 0 0 0 glass doors NE/NW 0.0 0 0 0 0 0- 0 0 0CodingENV66.8 54 3433 16 870 16 870 0 0 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30.4 7 224 0 0 0 0 0 0 Harz 0.0 0 0 0 0 0 0 0•«' 0 8 Other doors a 11A 18.9 12.7 20 378 255 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 201 926 414 0 0 0 0 0 0 0 0 0exposedb12C2.9 1.9 48 138 93 236 680 459 172 495 334 44 127 86wallsandc13C3.2 1.2 162 510 190 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 p 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 If 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 400 678 890 192 326 427 180 305 401 108 183 240b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0If0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 57 1477 0 0 0 0 0 0 0 0 0 0Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. 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 0Hoofs) f 0.0 0.0 0 0 0 0 0 0 O 0 0 0 0 0 12 Infiltration a 1 26.01 8.3 97 2519 8101 16 4151 134 161 415 134 01 0 0 13 Subtotal loss=6+8. +11+12 9473 f 2012 1807 N f 310 Less external heating 0 0 N.. f.N 0 ff« 0Lesstransfer001N. NN 0 NN NN 0 f 14 Duct loss 100A 947 10 OA 201 100% 181 101A 3115Totalloss =13+14 10420 f 2213 1988 341 16 ML gains: People Q 300 1 300 0 f. 0 0- 0 0- 01200 2+16 0 0 0 p 0 17 Subtot RSH gain=7 N« 6927 1890 f'« f'» 1739 326Lessexternalcooling0NN0NNff.. 0 0LesstransferNN0Nff.« 0 NN 0 NN 018Ductgain1109A693110189109A174103319TotalRSHgain=(17+18)'PLF 1.00 7620 1.00 2079 1.00 1913 1.00 35920Airrequired (dm) 459 400 1 98 109 88 100 15 19 Printout certified by ACCA to meet all requirements of Manual J 7th Ed Wrrac hltscafC Right.Suite Residerntial- 5.0.64 RSR26016 2002-Mar-01 08:28:50iC '. E:1FUes1OR 14ORTON 2002t228912289.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Wane: (407) 831-2665 NIAIVVAL J: tin ra. 1 Name of roan LOFT/BR5 BR4 2 Length of exposed wall 12.0 ft 41.0 ft 3 Room dimensions 12.0 x 19.0 It 19.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 It heatf000t 8.0 ftj heat/000l TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO, Htg I Clg fr) Htg I Cig fr) Htg I Clg Htg Clg Htg Clg 5 Gross a 148 4.6 2.1 0 N 0 Exposed b 12C 2.9 1.9 96 N.. 328 N« N. walls and c 13C 3.2 1.2 0 0 partitions d 0.0 0.0 0 0 f N.. e 0.0 0.0 0 0 N.. f 0.0 0.0 0 f. 0 N« 6 Windows and a 1C 37.0 16 591 32 1183 glass doors b 8C 37.0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 d 0.0 0 0 0 0 e 0.0 0 0- 0 0 If 0.0 0 01 0 0 7 Windows and North 20A 16 326 0 0 glass doors NE/NW 0.0 0 0 0 0 Cooling ENV 56.8 0 NN 0 32 1741 SE/SW 0.0 0 0 0 0 NN South 30.4 0 0 0 0 Harz 0.0 01 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 exposed b 12C 2.9 1.9 80 230 156 296 862 575 walls and c 13C 3.2 1.2 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 228 387 508 209 354 465 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 If 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 Note: room b 19G 1.1 0.0 111 126 0 209 237 0 perimeter c 0.0 0.0 0 0 0 0 0 0isaspl. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 2&0 8.3 16 415 134 32 8311 267 13 Subtotalloss=6+8..+11+12 1750 N 3458 NN NN N. Less external heating 0 N« 0 ff. Nf Less transfer 0 0 N. 14 Duct loss 100A 175 10 346 OA•••, f.. 15 Total loss =13+14 1925 3804 16 Inl gains: People 300 0 N. 0 r PPAp i 7300 0 17 Subtot RSH gair=7+8..+12+16 1423 3049 Less external cooling 0 NN 0 N.. Less transfer 0 0 N.. N N.. 18 Duct gain 10 142 10 30519TotalRSHgah"I7+18)'PLF 1.00 1565 1.00 N. 335320Airrequired (dm) 85 82 168 176 Printout certified by ACCA to meet all requirements of Manual J 7th Ed C wr ghtSoTTitt Right -Suite ResidenU - 5.0.64 RSFt26016 2002-Mar-01 08:28:50E:1F8es1DR HORTON 20021228912289.mr Page4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-0206 Phone: (407) 831-2M W S D W G L S S O N A S O O W C W S N K 1 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 MBTH a n e a C n 0 d 1 1 90 1.0 1.0 9.5 3.0 54.4 7.0 0.0 WIC MBR a n e a c n 0 d 1 1 90 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIL 112 BTH FAM b n e a c n 0 d 1 1 90 1.0 1.0 6.5 8.0 54.4 53.0 0.0 KIT a n S a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 30.4 10.0 10.0 DIN/LIWFOY a n s a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 30.4 23.0 15.6 a n w a c n 0 d 1 1 90 1.0 1.0 4.0 6.0 54.4 39.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 4.0 7.0 87.4 7.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 2.0 87.4 8.0 0.0 BR2 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 BR3 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 HALL BTH LOFT/BR5 a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 0.0 A \Mil htsc:)ft Right-Suke ResidentW- 5.0.64 RSR26016g 2002-Mat-01 08:28:50A& E:1F8es1)R HORTON 200212289\2289.tst Page 1 BR4 a n w b c n 0 d 1 11 90 1.0 1.0 4.0 5.0 54.4 32.0 0.0 WI iQht50'i ftM-&ft ResM-ti - 5.0.64 RSRM16 2002-Mar-01 08:28:50E:WFNesUMHORTON 200=8912289.rsr Page 2 Y to duct to r r COP' 10.6 V= C%* IrfATM Ito U.'r 12.6 i.cd 143 B:r IKd N 10 Bx4 Z ZS w w w r1 4' 1- duct j t0 roof Cep 42X42 A/C SLAB 1 6 BY BLDR MIN 3' both duct 2' FROM WALL of cap L_-_ ant. f trdrfp G6>tAG dit a—, w4sa5 1 y a wlol. lAlOpmyx aa fL na 10.6 l*cd 10x6 /KdIf0012.12 S10 11scale • 1/B`•I'D' 1242 10p. 14.14 rag I 6' 7' path duct itoroarcep0 / ren 10. 6 12.Ocdti.7 . 31 T 4- 01. v/1. W40V tAl t010.16 Ott. one • Me6 j ptatro— by ` 1D.61140 fl 10 is40n rlrfY+f4 4 nmt1toitIr j l0• 16' it 7' 4& ' 6' 14. B I.Cd 2004' 14.14 r*B B• fw 16' 12. 6 1.ad lI3JfFa 14. 9 f cd ----*. 20DRI).1r. 2 QL o I N CKN fIJJ A RI ON A Rating z i o u. i 3 ENGINEERING PACKAGE BUILDER.__,o n 4PRO---JE--C I - F I 9.LQ_a l's MODEL\BUILDING $a.,13.oss REVISION DATE: vq -.-YbNF'---W LOAD # kK01 INC 3900 WINTER H.A Z/1 Ac ( 941) 2- 9 - 5,! , L: LEM --/ 6 f Da-Vid Norris Enginpering r and Drafting ServicesEnguwerig Reside W . C Plans & Wapec ow - pergn"ng - SpecuLHzjrtg in church Design ll2 Colep= Road, WWw Haven,, FL 33SSO 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 allow -ad 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 truaseas adjoining different design conditions may po aGsthe;''ic problem in the ceiling and/or roof plane. One proc&dure that may minimize the appearance of noticta;bledeflectiondifferencewouldbetheinstallationof1/2" THK. x 16" high APA CDX (or 033) strongbacks staggered throughout the arena of concern., prior to .applying any dead load. plywood strongbacks should be nailed to each truss with (8). 1-Od nails stacked. throughout .the T6"• height of the stongbac3c. 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 mperfeae~tions *inx the bott.0m• surface. The 2• x strongbacks should be nailed to each truss with (3) 16d nails into each truss. r Either choice: of strongbacks should tie the trusses together and provides a 'wore uniform deflection in the area of transition. The strongback bracing material is in addition to any permanentbuildingbracingspecifiedbybuildingdesignerand/or truss manufactus-er, and will not adversely affect the: performances of the roof trusses in .any way. If you have -any questions, please feel frees to. contaict Bob Michaelis at Ckrpenter Contractors of Aeneriaa, inc- (&1 3•) 2 94- 6449. sinccrealyr IN•Gr Ziswid. Vt. ,Perri; P.E. 3-21 06 on November 16, 2001 Carpenter Contractors of America, Inc. 3 900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Existing CCA Truss Designs and the Florida Building Code Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: 100 mph fastest -mile wind speed Residential construction Enclosed building do meet the wind loading requirements of the Florida Building Code "for: F 120 mph 3-second gust wind speed Residential construction Enclosed building (landward of the wind-borne debris region) Exposure B If you have any questions or if I can be of ftutj= assistance, please call me. S' , 11-16-01 Walter P. Finn, PE Senior Chief Engineer WA43 3(j ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive - Haines City, FL 33944 - (863)422-8685 - (800)755-6001 CARPENTER CONTRACTORS OF AMf TOM BUCARO 16 Aug 1999 TM am 3000 AVENUE G, NW, WNTERHAVEN, FL. 338804201 (941)294-6449 FASTBeam® Frlg leeffing Analysis ®1498, 9ti8 Gew ia-Padrrc Cor aration Version: 3.0(05/N7) Pro)ed : Infolrnation : Mafk * : Beam - Floor Desc : 5H4 2251 Usage: Besm(Roof) Repetitive: No Spacing (in.) : 0.0 Max Deft: LL a U240 TL n U180 Composite Action: No Slope: 0112 3.5", 565 psi 3.5", 566 psi 19' 8" LOADS P vpatDosign scads : Roof- L"=20psf, Dead=17W,, Floor. LA—,@-4 psi, Dead=i5 pW LivaaDwd Ld(T) Lire Ld(L) LDF Location' N Sbaa QSI&d &Ena QSts4 End Speaf Sims Ends Additional Into 1 Uriform(pIQ 25 0 f 00% 0 go, is, 9' ----- - - ^ -- 2 UNlorm(plr) 25 25 100% 0 04y" 19' 91 3 Uniform(plf) 47 25 125% 0 00' 1919, 4 UNfonn(pll) 23 23 125% 0 94y' 19' it f Unlform(plf) 155 0 100% 0 00' Is, r UNtoon(plr) 15 0 0 0 19, g' Sell Weigh Dineft&Wts measured from l d and when man# is 0 alher k& ham laR .ad nl Mh. we-A.A - SUPPORTS(lbs) 1 2 Max R n 28Q 2M8 Min R'n 2128 2126 DL R'n 2)25 2126 Min arg(im) 1.50 1.50 (Based on beating stress bebw) f3rg Strip-01_- —565 565 DESIGN Value Span X Group Allow LDF RatioV(ibs) 2015 1 1' 6' 21 10640 100% 0.19Mtft4ba) I i6w 1 9' 10" 21 34360 100% 0.34LAU*bs) 2" 0 0 W 71 6921 100% 0.41 See Note 05RtRnfbal28490tgW71021100% 0.41 See Note05UD*fi(in.) 0.11 1 v 1(Y' 71 0.98 L12196TLD+luin.) 0.42 1 9 10" 71 1.31 U557 USE: GPLAM 2.0E 1.7506,00" 2 Plus Grade, Depth, Ptas sel ctod by User G-P LAM tm Georgia-Pacific Corp. NOTES 1. Daafgnsd in accordemca with JMafloraaf SpacMc86oss Jor Wood GonsaracNar and ap'urfcabls Approvab or Reaparcft Rapo+h. 2. Provide tetanal support at the bowing AX&O n nearest each and of me nrsinbar. Condnvout 4eferal support nrquieed Ibr cooWessfonedge. 1 Loads itaw been brpuf by the user and have not hem vsrMad by GaotVla-PWRIC Engineered Lumber TochMMcsl Swiss. 4. Design va1M for dry use only. b. This r+eactlan is based an Me cornbllra kn ofloads t dr WA= laeims that poducas 6,0 high"t ahaas ratio and may be is" than Page I of 2 CARPENTER CONTRACTORS OF AME TOM BUCARO 3900 AVENUE G, NW, WINTERHAVEN, FL. 33NO4201 (941) FASTBearnO &Mt!e/frrg Analysts ®1996, fsa88 Geovgte-Ped - C ProJecf : - Information: SH42281/2289 Marts # : Beam - Floor Deso : Usage: Beam(Floor) Repetitive: No Max Deft: LL - U360 TL - U240 Composite Action: No 3.5 565 psi 3.51, 565 PSI 11 Aug M5:12pm Spacing On.) : 0.o 4' 0" LOADS ftJed N549n Loads : Hoor. Lh*-40 psf, Dssds 13 psi Roof Lh-20 psf, Dssda 17 pat p Shape Llvs+Daad Ldm Uvs W(L) LDF LocalloW 1 Span Carded(pso Start IkEnd 55 Start End SnanN Starts End Addiilonsi bfo 2 UNf"Pil) 050 40 459 100% 0 125% 0 0' 0" 4 0" 00" 4 Cr ZY Cr . Uri form 0 0 4 0" Olrn+rsfons measured fhom bft end when span Is 0 ofteA des, hour lsA sWoffhs r scbFsd Self Weight iJ aASUPPORTS(fts)- 1 2 Max R'n 2994 2994 Min R'n 1155 1155DLR'n 1156 1156MtnBr9(fn.) Brg Str 1.51 1.51 Based on besrkV stress belowlpsi) 565 565 DESIGN vote) 780 span 7 Group Allow lDF Ratio M(n-lbs) 2964 1 2' W 71 05 125% 0,08 Lft(Ibsl RtRn(bs 09 24 0 0 a W 71 42 125% 6021 too% 0.43 LLDsll IH.) 0.01 1 4' 0' 7 W 71 71 ml 100% 0.43 Sse Note ifs 1l Dsl1 b. 0.01 1 x 0' 71 0.13 0.20 L 18242 ll50 USE: BPLAM 2 of 1 75x1s 00" 2 Plies cads, ap&,pies s bdvdbyUsar G-PLAMtmGeorgla-Pacific Corp. NOTES .; f. D* Aftov1 rnd In accW a&pWt wfW Ma4daraf Design Spsclfff &dDM for Wood Gt rullim aW 49#144blsAAya,y or Rwswrh /44hporfb T. ProvldrbrtanfstrpporfstfMbswbrpfoeafiainasrsWsae* WW orfhs MMbw. Condntpw bhrN+f oftrsgtfb d sa t: oaryaft ale, r sd 3. Loads haw been bWW by drs use and have not hart wrf d by aasrBls pse A DssEnfNlnssnsdI.+asseel EeahMesl lsrvksa 1pvr rsftd fordryon*. 6 MU nwc& n is based A rhuatlon Berets OW produces the hflyf W sbMs radio and tary bs lessWarr r8naxlrntrra loco*& finqubaauseMavAabroadsmstpglsssc4hanabsva N btp h"90 bssW on dss/Qr m&WW; Wppwl rnatsu W capaeJly0.Nbs wrMJsd (by 0M&M,J, 7. MRtsn flgtlhedbythsbvlldbpcods, s rupfsfsrnrl dss/pn prn/iRssloanef or IMMOV olblclWshould vwW asbawd loadsandprodW Pays 1 of 2 r f OwOw0104tif II S r,,,,,, A , R61 I I 1.1 rt klt °F8'iIt 3i1 +c' 1iC :l)ISVw xA k i a 140;. ( ,• l the .ends at a. r : ' .. `( F°' tr ; nr l t S t F TC6 ?St1 Wt '.:6't` h' It . a l " I • €r •-.,, ht s[! ; s r _ o: TOP ,1j...I, yhe 'di:agona' Uti A ttA°t'ttiri biece :be atip17ao :one Face of well memb4:r• Rttt / - 4 111t1 Ifni f,9Tl;€tt'"ilttti jLY :$Ot1ND Itu"Ikrnatl!a: -t?ELP B /s7PasinoBudrai abaavr tar{s fsachoragcorreshaiots'fo[ T E # vcb lalcralr IxaGm 11 k'RiQt?•r'-SS'I t3 F E3tP3' EE tt ' 1s Gra!^tom- 'i b G ILc. ' g is pboaahiplanG 5 de$zocaiooK :is8#cr tluwS dcgrccs,.a ff?F. asbotli'tt ko tltis 4Aa14{ilFt irpc wth2-16dcowmanni STYLEINK WIVI-Ismr FADJACENT 0 A USSES VT ttW`t C SSOtts a i ot Yi37G CYt? o '+.t$i1 1 SYIYt:E) Jag I't 9p t>y atinwlp ; r>o.,p:MsD-fl tt 9 y _ i:. t - . -. - . f ' tlt.YRI..+Mnllny. t f. 4. ' tt cltpinq t . 11t»p. tr:rrntttt og ata ifir.Ga I t - ..ConUnuUur tat.ral "bacl t tt201 1,nc a`, x g•. C a. 1FNI 4 t i • Fagopal"OSAc a{aY=sawra : 1C;P! v or i fir ,`4 d , Q > This is a recommendation only. Permanenter all structural elements and anchorage to accomplish 13:7 thetransferoftheloadstootherstructurald1wwM94*e building to achieve total structural integrity is the 6 TEU responsibilityofthebuildingdesignerperFloridaBtdtfingCode, n ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, Florida 33844 • (941) 422-8685 December 3, 1997 Mr. Jim Nick Carpenter Contractors of America 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Number of Nails Increased by 20% Dear Dave, As a guide for calculating the spacing of nails when substituting pneumatically driven 0.128" x 3.0" 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 spacings 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 Please note that 2-ply girders need to be nailed from one face only. SPACING OF 0.128" X 3.0" 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 Note: The nail spacing of 4" o.c. for web bracing to be the same for 16d common nails and for 0.128" x 3.0" pneumatic nails. Sincerely, ALPINE f11NEERED PRODUCTS, INC. W ter . Fmn, P.E. Senior Chief Engineer ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, Florida 33844 • (941) 422-8685 October 25, 1996 Mr. Jim Nick Carpenter Contractors 3900 Avenue G, N.W. Winter Haven, FL 33880-6201 Dear Jim: This is to confirm our conversation earlier today that a 2x4 utility grade Spruce -Pine -Fir may be used in lieu of a 1x4 #3 Hem -Fir, for continuous lateral bracing. If we can be of further assistance or if you have any questions, please give me a call. Sincerely, ALPINE ENGINEERED PRODUCTS, INC. UP - Walter P. Finn, P.E. Senior Chief Engineer 01 ALPINE I r ENG[NEERED L PRODUCTS, INC. 1950 Marley Drive • Haines City, Florida 33844 • (941) 422-8685 December 23, 1997 Mr. J.D. Dallas Carpenter Contractors Of America 3900 Avenue G, N.W. Winter Haven, FL 33880-6201 Dear J.D.: The strongbacks on sealed Alpine Engineered Products, Inc. drawings for floors are not considered in the structural analysis of the floor trusses; therefore they do not act as support or bearing for floor trusses. However, to control vibration, strongbacks or other suitable load sharing bracing at approximately 10' O.C. is specified in TPI's Design Standard for Metal Plate Connected Wood Trusses. If you have any questions regarding this matter, please give me a call. Sincerely, ALPINE ENGINEERED PRODUCTS, INC. WaAPn, P.E. Senior Chief Engineer WPF/kld N L CONDITIONTION AII. 1 1/2" HL CONDITION "B" I I 1 112", CONDITION "C" MAXIMUM TRUSS BEARING CAPACITY CHART For Luinber Crushing) LOADS PERPEIJDICULAP TO GRAIN (*) LOADS PARALLEL 1D GRAIN **I COf+i111T10IiiB: i1. &.5... ....:.:....... QMDI IL3€f ..:....:...... ': ...:.....::::.::.:.::::. 1 R1 R1 RI Bearing Dense R1 Bearing Dense 21N 3N. Width So. Pine So. Pine Width So. Pine So. Pine So. Pine L' 660 PSI 480 PSI L" 2000 PSI 1600 PSI 975 Pra 495a 360# 112" 1,275# BIJ w 500# 3/4" 7404 540# 314" 1,900## 1,290# 7504 1" 99011 72.0# 1" 2,550# 1,725;# 1,000# 1-112" 1,485# 1080# 1-112" 3,825# 2,500# 1,500# 2" 1,980# 1440# '" 2" 5,100# 3,450# 2,000# 2-1/2" 2,475# 1800# 2-112' 6,375# 4,3004 2,500## 3" 2,970# 2160# 3" 7,650# 5,175# 3,000# 3-1/2" 3,4G5# 2520# 3-1122' B,925## 6,000# 3,500# 5-112" 5,445# 3960# 5-112" 14,000n--- 7-114" 7,175# 5220# 7-1 /4" 18,480#S 12,500# Loads MAY NOT be increased for duration factor. Loads AAAY be increased by appropriate duration factor. WARNING: TC LL: TC DL: BC DL: SPACING R1 REVISED FED 1/22/92 PSF TF.- 12/20/90 PSF . 1,161,668 PSF VB PSF 01A LEA(; - - - - TYPE: BEARING CHART TRUSSES REQUIRE IMPORTANT: ALPINE ENGINEERED PRODUCTS. INC. EXTREME CARE IN MANDLWO, ERECTION AND SHALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THESE BRACING. SEE 1 41 (BRACING WOOD SPECIFICATIONS OR ANY DEVIATION FROM THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS W CONFORMANCE WITH THE TRUSSES: COMM NT AND RECOMMEN- DATWNS - •TP¢ SEE THIS DESIGN FOR ADOI• PERMANENT BRACING L OUALi7Y CONTROL MANUAL' BY TPI. ALPINE CONNECTORS ARE MANUFACTURED FROM,'if) GAUGE GALVANIZED STEEL UNLESS TIONAL SPECIAL REQUIREMENTS. UNLESS OTHERWISE SHOWN, 4O •iRqOTHERWISESHOWN. MEETING REQUIREMENTS Of ASiM M1E GRADE A. APPLY CONNECTORS 70 BOTH FADES AT EACH JOINT TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHEDPLYWOODSHEA• AND LOCATE AS SHOWN BEARING WIDTHS ARE 4" NOMINAL TNWO, BOTTOM CHORD WITH RIGID CEILWO c ( TRUSS 1MTH POL AEBLE PSHOWN HOVItilON80 N STAANlWAfIDS CONFORM ON NOTUSET SOEti1QN1MTI1ONDr' u+EREIARDANT TREATED LUMBER Walter P. Finn, P.E. No. 22839 TM • TRUSSPLATEINSTITUTE: NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. r A l. tin 11 - - PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED UPLIFT ORG.LDC (FT): OVER CONTINUOUS SUPPORT 0 PSF TOTAL OERD LORD (SBC STUD SPACING / BRACING MR UPLIFT BRSED ON 1 WIND SPEED B 110 MPH. MEAN HEIGHT : UP TO 30 YT. ENCLOSED. (RI>2j(tl SO.PINE OEFLEC- NO FOR VERTICAL LESS THAN V O": 1.5X3 ALPINE, 13 HOOOLOC. 13 TI041 BRACE fOR VERTICALS GREATER THAN 4'0": 2X'1 ALPINE, 23 WOODLOC. STUD CRITERIH SPLICE, PERK JOINT, AND HEEL JOINT PLATES TO MATCH COMMON TRUSS. ALL CHORD GRADES TO MATCH COMMON TRUSS. GABLE END WILL SUPPORT THE LORD FROM 4'0" OUTLOOKERS WITH T" RHANG (DROPPED FROM 12" PLYWOODEOVERHANG ( NOMINAL L CABLE) SPACED 24' D AL HEEL HE LOADCABLE). HORIZONTAL WINO LOADS MUST BE TRANSFERED INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE CABLE SHEAR WRLL OESICN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIDIIS, AND ALL TRUSS TO WALL CONNECTIONS. DYEpNAIII; D[lAtl 111CLUDES 1RUSSES AT4" O.C. 1 FASCIA" — -I L_ 7/ 0- MINI" APA FiAIED SHEATHING I - LADDER NITIIINSTALIEO Willi 1-0110 DIMENSION STEPS P 2/' O. C. pERbEtIDICULAR TO X.,. SUPPORTS. 2X4 OR GREATER a/ 1 LADo R R2- t1\\_ CHORDST 2X4WEBS -- Is* REFER TO GRADE, SPACING, AND BRACING INFORMATION BIT GARI_E SI1Ai s ESj1 _ T L/2' 10 3' 10" 2LI L/120 11' 5" L/2110 11"1" 16" L/ 120 5' 6" MUM STUD LE11GT11 WITH BRACES) I ) 2X4 2 > 2X' i I > 2X6 2) 2X6 L., L„ BRACE BRACE BRACE BRACE A) 8) C ) 0) 7. 7" 916. 12' 3" 111, 0" 7' 7 10' 3" 12' 3" 111' 0" 1q811. 9' 3" 1III, B" 1111811 NOTE : L/2'10 RSTANDARDBUILDINGCODE REQUIREMENT FOR BRITTLE FINISH (STUCCO). L/120 : STANDARD BIIILDIIIG CODE REOIIIREMENT FOR FLEXIBLE FINISH (SIDING). R) (1) 2X4 13 SO. PINE "L" BRACE. ATTACH WITH 0.128" DIAMETER X 3" NAILS 2" D.C. IN END ZONES; 4" O.C. BETIJEE14 ZONES. 8 > ( 2 ) 2X11 13 SO. PINE "L" BRACES. ATTACH EACH III TH 0. 120" DIAMETER X 3" NAILS 3" O.C. IN END ZONES; 6" O,C. BETWEEN ZONES. C) (1) 2X6 12 N SO. PINE "L" BRACE. ATTACH NITII 0.128" DIAMETER X 3" NAILS 2" O.C. Ili END ZONES; 'I" O.C. BETWEEN ZONES. 0) (2) 2X6 12 N SO. PINE "L" BRACES. ATTACH ERCII WITH 0.128" DIAMETER X 3" NAILS 3" O.C. IN END ZONES, 6" D.C. BETWEEN ZONES. CONT I NUOUS R3 BEARING I.T TYP - At - PINE 10I-05 I I1P0RTANT**AL/I" l 1m4l"IEAED 1AD000 IS. ILK• WARN I NCRut1f0'1-"' EMIAEIIE CARE a a a a a [= SMALL Nor At RISIoHIIAIe /OE lull 1" RAMBLING. 1111191100 ROD a 1= a DIVIAIIOR IAOR IRIS US M OR 1011E IfIC1//CAlloR1. OA A111 BRACING. ell MIA-11 Sl ITT. off 11M BEU,N 3 C=3 C1 O PAILUDI It BUILD ME IBUSS IO C0004"AMCE NIT" Oil's BT III. too BOOITIOuIII SPECIAL P1,410Al/IMl 11411CI"GAE C C7 C= [=1 Al INS CORNEL IAA/ RRE RAOI 0/ E/,A GALV. 1116E AELI TUG AIIA 00111RE111E. UHLM 011101111E IIUDACAIEO, lot O Cl p a AYYO GA B IMLI 1 AE M0/1D. A11LY ComilIC104/ 10 HELM PACE Of CMORO SHALL At LAMALLT OAACID 611111 /4Off4 I= [= TAM AM UK[$$ AtMEINIEE LOCATED On THIS DISICR. POSITION LY RIIACSNO PLIMOD pKA1N111G. 0011011 CMOAD ALP 1 NE CANNECIOEI EA esA"S.66 If#. 1t1 1 SU4-. DEUGN SIANDAIDI Willi AIIACN/A s1019 U1LIN4 -- Ble C011fOAA N/AP/LICABLE PROVISIONS Of Well I M. AN INOINL/A'S AMNI 1/COMICAL W041E if/lilt) IBA ISoteA 1a TRUSS DEAL so IN1114AN1R, Af.ILiU ICI the CoN01NNT OE 1Li s; Ping 04TUNILL NfLICA110N, /YSN1 ll ACa, Of INIt y iM OHLT, AND IN4LL NOT I/ SILICA WON IN an OIMEO VAV, Bill," 10 ENE Mu10 IAIC11041 caalo lu. 3 U CI 1= 1 O C= ---1 . Al A1R INNi1TNV0_ fins • IAAI IIA110NAL AIBICN 11 EC1/1CAT1611 PD 0 DEC 04 Walter P. Firw, P. E. No. 22839 D R', REV t= L_ A 9- 4 -48 R2 APRev 12f2(,,/96 R1 RBvisBJ AP 4/ 17/95 DESIGN LORD / OUR, FAE. COnsillATIDBS (CAAVIIV) GATE 0/ 1/17/ 95 nau GE-002 `A 60 PSF 1.25 1—=- 11 rna nwnr r T.r+m NOTE: SEE DRAWING GE-002 AND/OR GE-003 FOR LUMBER, PLATES Ri * ALPINEDESIGNED AT 24" O.C. FLUSH WITH GABLE END AND OTHER DATA NOT SHOWN HERE. R4 I AND TO MATCH .TOPCIIO.RD PITCH AS SHOWN. CONNECT TOP AND BOTTOM BOTTOM CHORD MAY BE REMOVED AND STUDS ATTACHED TO FACE OF j CHORD TOGETHER I!/161I HAILS AT 8" O.C. AS INDICATED. BOTTOM CHORD OF TRUSS (it) BEHIND W/2-16d NAILS EACH. + NAILS AT 8" O.C. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. ALTERNATE LOADING:UPLIFT 100 PLF TC LL 20.0 PSI BRG LOC AT CONTINUOUS SUPPORT TC DL 20,0 PSG, UPLIFT BASED ON 25 PSF TOTAL DEAD LOAD. WIND SPEED=120 MPII. MEAN BC DL R3 10.0 PS17: IIGT=O TO 30 FT. ENCLOSED. (SO. FBC) R2 TOT. LD 50.0 PSF DUR. FAC. 1.25 A RIGID CEILING OR CONTINUOUS. LATERAL BRACING AT 24" O.C. MUST SPACING 24.0" BE PROPERLY ATTACIIED TO TUE BOTTOM CHORD. R2 mW BOTTOM CHORDS OF ATTACHED SCISSOR TRUSS TO BE LATERALLY THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE ROOF AND CEILING DIAPHRAGMS. GABLE END SHEAR WALLS, AND DESIGNEDANDFURNISHEDBYOTHERS. Rq SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE AI T. 6A E SHAPES DESIGNED BY THE BUILDING DESIGNER, IZG SYM @ REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD oVERTICALS 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 GSTANDARD GA,6I-E f I I i \\RESPONSIBILITY OF THE BUILDING DESIGNER. E R5 END TRusS 1 I I I ) \ II I I VARIES 12 / I I I 1 I I , I I I I j ''- 12 VARIES I \ I- L% Q 6- oo 1IiREv . v>5 6- REV FLA 9-4-99 R? _ e 4-2Z L13 CONT I NUOIIS SUPPORT R4 RIFY. TGb 7/)l/94 R1 REVISED FED 2/ 25/92 REV. FED 9-18- L ( VARIES) - - -- — - REV FED 0/27/9 / a PLATE TYPE --ALPINE TPI-95 FURNISH R COPY OF THIS DESIGN TO ERECTION CDNTRRCTOR RrV : PIED :12/27/RRE _ 5.2r,RDFLPIFE ENGINEERED PRDIHICTS, 1 G. TRUSSES RED)IRE E%TREIIE MIE I DESIGN CRIT TpI REF o o 0 0 0 **IMPORTANT** WILL NOT BE RESPONSIIILE FOR 124Y WARNING, IH liVIOLIhC, ERECTI00 &M 0A' TRUSSDEVIRTION FROM THESE SPECIFICRTIOHS OR FNY DEVIFiTIDH FROM BRKjNl;.SEE 1110-91WPZING MOM TRUSSES: TC LL 30. 0 PSF DRTE 12 13THIS DESIGNOkRNYFRILItETOBUILDTHETRUSSINCONFWiMRNI:E CINVENTIWT WIO REf.07tEFRRHTtUH6-•TPI).SEE Willi TIE 'WRLITY CONTROL rf"ft- BY TPI. TILPINE CONIIECTONS TH15 DESIGN FUR FLHIITHU". SPECiRI. PEInl- TC DL 15. 0 PSF DRUG 1,155,549RRE MftA)FRCTlAEO FIYI 2D GIWGE GULLYRNIZED SIEEL UH.ESS NEST ORRCUN; HEfR)IREMENIS. UlNE66 OIIERYI6 OTHERWISE WWII. MEETING REDIHNENENIS OF HSTM R44B GIUl E R. SHOWN, TOP CIR)HU UHL BE IRIERRI.L1 BRfCE BC DL 10.0 PSF FL-ENG FED Po' PLY CONNECTORS TD BDTH FKES RT EHCII JOINT RW LDCHIE )S Willi PROPERLY RITFIC10 PLYNODD SIIER1H11 , TOT.LD. 55. 0 PSF D/R LEN. SEE ABOVE. SIOIIN. BERRING VIDTNS RRE V MOMIMY. UNLESS DTIERWTSE SIOWN. BDITDI CHORO WITH RIGID CEILING OR NBC[I= l tDrC ' DESIGN STRNMCIS CDNFORU V:FH RPPLICRBLE PROVISIGNS Df AS SPECIFIED ON DESIGN. DDNOT USE THIS Walter P. Fim, P.E. DUR.FRC. 1.33 PITCH SEE ABOVE NOS ITNO •TPI IPCT). DESIGN Vllli FIRE REIFVU)IWT TREHIED LUMV11, c) r cI r 0 0 ,..TPI - TRUSS PLRIE INSIIIUTE, NOS - 1#11IHUBIL KSIBN SPECIFICNTIUN FOR VDOD CDFSTRIVIEN No. 22839 SPACING 211.0" TYPE GABLE JOB: *-XCLG** NOTF_:- SEE APPROPRIATE ALPINE DRAWING FOR LUMBER, PLATES AND DOT CHORDS ONLY) OTHEH DATA NOT SHOWN MERE. x (STUD MUST BE ATTACHED GABLE STUD TO TOP AND _ SPACING MAXIMUM LENGTH GABLE STUDS. ATTACH TO TOP CHORD AND BOTTOM CHORD WITH 2X4 50. PINE #3 2X4 SO. PINE #3 24" O.C. 3'-11' _ 16" O.C. 4'-5" 2X4 ALPINE PLATES OR 24 WOODLOC PLATES. SEE CHART FOR 2X4 SO. PINE #3 12" O.C. 4'-10" SPACING OF GABLE STUDS. (+i-) a== 2X4 SO. PINE #3 GABLE STUDS. ATTACH TO TOP CHORD, DIAGONAL WEBS, AND BOTTOM CHORD WITH 2X4 ALPINE PLATES GABLE STUDS REQUIRE "T" STUD MUST BE ATTACHED TO CHORDS AND DIAGONAL) _ OR 24 WOODLOC PLATES. ALL ** BRACING. "T" BRACING MUST BE TOENAILED TO GABLE STUD T" BRACE REQUIRED SPACING MAXIMUM LENGTH - 5'11" _ WITH IOD NAILS AT 4" D.C.. PLUS A CLUSTER OF 16D TOENAILS 2X4 SO. PINE #3 2X4 SO. PINE #3 24" O.C. 16" O.C. 7'3" AT THE TOP AND BOTTOM CHORD. SEE DETAIL FOR NAILING. SEE CHART FOR STUD BRACING AND SPACING OF VERTICALS. 2X4 SO. PINE #3 12" O.C. 6'-0" 10'-3" 2X6 SO. PINE #2N 24" O.C. PLATE AS REODUIRED ON APPROIATE ALPINE DRAWING. PLYWOOD 2X6 SO. PINE #2N 16" O.C. 11'-8" - 12'-10" _ SHEATHING 2X6 SO. PINE #2N 12" O.C. TRUSS HAS BEEN DESIGNED FOR 110 MPH WIND SPEED, ENCLOSED BUILDING,; 30.0' MAXIMUM MEAN HEIGHT, 4) 16D NOTE: TRUSS ERECTOR IS RESPONSIBLE STANDARD BUILDING CODE. TOENAILS FOR PERMANENT WEB BRACING. WHEN SIDE BRACING IS REQUIRED, FURNISH A COPY 2X4 Alpine, or 24 VIEW OF THIS DRAWING TO TRUSS ERECTOR. AL(+C, or 3X6 Trulox TYPICAL +) ALTERNATE LOADING: NOTE: GABLE HAS BEEN DESIGNED TO TC LL 20.0 PSF OL 20.0 PSF SPECIAL TRANSFER ALL HORIZONTAL WIND LOAD INTC BC DL 10.0 PSF GABLE TO THE FLOOR & ROOF SHEATHING DIA- TOT.LD 50.0 PSF 1.25 END PHRAMS. CONNECTIONS & DESIGN OF THES) DUR. FAC. SPACING 24.0" TRUSS SYSTEMS ARE THE RESPONSIBILITY OF THI BUILDING DESIGNER. VARIES 2x4 "T" "T" 4) 16D BOTTOM BRAGGYBRACE CEILING TOENAILS VIEW d::Y GABLE STUD ( TRULOX NAILS: 0.1205"X1.375' GABLE STUD SPACING TOENAD S TRULOX NAILS OR EQUAL. (4) - A NAILS PER MEMBER ARE REOUIRED ON EACH FACE OF EACH PLY. SEE Zy'o.c• MAx. SEE ABOVE 4 16D O.H. H , { ) REV. WLB 10-6-94 TOY OR BOTTOM REV. CLR 12-8-93DRWG. 142 FOR TRULOX INFORMATION. L TOENAILS CHORD OR -GABLE REV.CLG10/10/8 TRUSS REV. CLG /89 SPAN REGUIRED OF GABLE REV. CLR 5-3-96 REV. CLG 8/2/ 9/89 1x3 AiJ?Fr 1_W9 OR 13 WOODLOC PLATES MAY BE USED FOR * STUDS 3'0" LONG OR LESS. TP FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR SCALE s 0.3750 PL TYPE ALPI EXIREVE CARE GRIT TPI REF STUDDED ALN•11E END WSREO rnoDLrY, uz. -1 HTRNS!=s IMPORTANT** Pou HOT DE HEb7+IVNSIDLE FOR w+YWARNING IN NELINRE HAIaL1HIG, f1YEC71PN AHD DESIGN 08/ 07/89 C] [_ C= L= DEVIATION FRDH THESE SPECIFICATIONS OR ANY DEVIA71011 F DRACINS.YE H18-91 ING HOOIT imzu TC LL 30.0 PSF DATE O O O C= THIS DESIGN OR AM/ FAWNIE 10 "ILO THE YAM 1% CONFORMANCE CUNYENTARY AND FXCwEwATln+s-=TPII . ., TC DL 15.0 PSF DRWG 876,719 L= F C7 [= Wi7N THE 'OUALIIV SIANDAHD 06100' DY TPI. ALPINE CONNECTORS TNI6 DESIGN FOR AM MANAFACI ED FROM ZO SADSE GALVANIZED STEEL UNLESS WHY BRACING TEOOIMMEENTS, ADDI710MAL SPECIAL PE ULE66 m BC DL 1D PSF HC-ENG CLG o A(_PIN O OIHERNISE SHOMI MEETING IEA1111ENEHIS OF AFTH A446 GRADE A. GHDML TOP DIM SHALL BE LATEFALLY DEC___.. C3APPLYCONECIOR6TODDTHFACESATEACHJOINTAMLOCATEAGWITHPROPERLYATTACHEDPLWOODSHEQ 4 M 0 TOT . LD . 55 . 0 i3SF O/A LEN , VARIES O 1WNOMN. BEARING MI07NO ARE A• WIMIMU MEN O7HEAVISE DHOW. 00770H Due W17H TRUSS O DESIGN OANOAAM COW" Willi APKICABLE PROVI61p16 OF AS SPECIFIED CN RIGID CEILING OR SPACING Walter D. Fig, P.E. _ DESIGN, W HOT LSE 7H16 vY a3 t DUR .FAC . 1.3 3 P I T C N VARIES O ANDS AND WIPI IPCTI. DESIGN WITH FIRE F17AEMM TREATED LUDER. No. 22539 Cm F= Cm cmO RAT101H1 DEMON SPECIFICATION FOR WOOD CONSTRUCTION SPACING SEE ABOI'E TYPE (,OMMON M— TPI - IN= RATE IHSII7U7f, NOS - I I I I n it IDIN1; 141 R LIllrJALK M IAIL . ITPILAL HIPJACK/K1NIiJACK TOP CHORD 2x4 SP /2 N BUT CHORD 2x4 SP q2 N WEBS 2x4 SP p3 SBC UPLIFT CHART 14EAN WIND DEAD LOCATION HEIGHT SPEED_ LOAD 0.0' 9.83' 30 100 10 320#_ 3701I 30 100 15 250#_ 270#_ 30 110 10 4809 5401 30 110 15 330, 3901 ENCLOSED BUILDING, 30' MEAN HEIGHT MAX. ASCE_7-93 UPL fT CHART MEAN WIND DEAD LOCATION HEIGHT _SPEED LOAD _0.0' 9.83' 30 110 10 16001_1600II F116-SED BUILDING, 1-1.05, EXP. - C I If 1] 111191 19q I'nn1I, Inun ,..onto„a tm .., 1, .. .... .._... ..-. - IIIPJACK SUPPORTS 7-•0- 0 SETBACK JACKS WI111 NO WEBS. DEFLECTION MEETS L/360.00 LIVE ACID 1.1240.00 TOTAL. LOAD. IN LIEU OF REARING WALL, PROVIDE 3-160 TOENAILS OR PROVIDE A HANGER ON BOTTOM CIIORD FOR 819g. RI I W3X4(A1) L---2.9 - 15---J 9.10-1 R-695 W-2.00' MINIMUM PI-T TYP. Wave TPI-95 Design Cl-lLerla: TP1 STD 19.Oa9 WARNING';, IAUS$1S .IOUIPI IIIAINI CANT IN IAb\ICA110b. HAbD, 1.4. SuIYf IN4. I.SIAIIIN4 Abu I1Acl1G. NIII1 lU .1U .1 I.A.11,111 USIAIllb6 AND 6.4CING). PUUIIS1111) bl Oki (Ib Osl YIAII INSII IUII. SbA U'0 01111O UK- SUM 7DD, NADI SUN, N1 11111'. OUR SAIII/ 11ACIICIS r11UA IU toRI DAl11.4 Ibl Sl 1=11DIq U.IIS1 01 blANI%1 INDIC 411 U, 10Y U,UAU SNAILYAOPl All AIIA, NIO SIAUCIUAAI 14.(1S. 1U11Un CbU:U SNAIL NAZI A r14 lAtI AtIACbll) Imill 1.itING. 1INP1)N 1AN1•• IUA\11p A CUP/ UI INIS U1S14\ 10 IN[ 11111AIJAIIDN CUNIAACIUA, Al Ylbl fb41AIINIb 1'w'",I , INC. $.AI, ND1 IIIAIS U.SIAII 1.1 1.1 UIIIAIIUN IADN 1b1S UIS1G.; Abf IAIIUAI 10 1UI10 lnl I'll " IN "n"'INA.C' Wit If If l; 0A IA111CA11NL. bA.Ulfb4, S11/1N4. INSIAIII\G AND ALPINE RAACINL 01 Uuslll. In11 DISIGN C0.IDINS UIIA APP11CA111 PAOIISIONS tit NOS INA110.AI 0($ILN ZSPICIIIC 4I IGN YUbI ISNIp tl1 IN1 AM AJEAN IUAISI AND 1-011 ASSUCIAIIU.) AND Ir1. AIP1.1 104 a CU..I C IDAS AAI 6 fit Ll POGA ASIN AM LA40 44/1. $fill, 11CIP1 AS 601111. A I11 CU N(CIONS 10 IACU IACI Of IAUSS. A\U UNIISS UINIIUISI IUCAIID ON INIS UISIGA, 1 1.. CO.N'CIDAS PIA UNAA1NGs 160 A I INI I.. .. 1.., UTAUING INDIUIIS ACC1111;11 01 1AU11S1IONA1 No floor. Walter P. Firm, P.E. Alpine Engineered Pf0(Iticts,11Ic. AlS/0Ri1111I11 S01Ill 101 INI INUSS cUN1U\INI DISK SUu11N, INI SUN U1111II AND Usl UI INIS lluincsClly,F1. 33844CDNYDA[U 101 AOf PA411CUTA4 1U11DIN4 I$ INI 11S OW111111 of lot 1U11U1 4 DISIGNII, l1 No.22939 AASI/ 1/1 1 1195 sicrlDA J. FI./ 10 3 R - TC LL 30 OR 20 PSF Tr DI- 15 OR 20 PSF Bc 0L 10 PSF OC 1.1- 0 PSF TOT. LD. 55 OR 50 PSF DUR. FAC. 1.33 OR 1.2 TOP NAIL. BEARING; Nstr BOTTOM NAIL BEARING ALTERNATE BEARING WA1.1. R- 019# W•-2.00" Minimum R1 AP 11/18/99 0 Scale -. 375" Ft. REF R081--40960 DATE 03/17/99 DRW IICIISR11111 9110/11001 IIC- ENG JWC/AP SEON - 16212 5 FROM SFP W, PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPOLIFT: 2500 200f BRG LOC: 0.00 7.00 R t O100MPHWIND, 30.00 FT MEAN HGT, SSCCI, ENCLOSED BLDG WIND TOTAL OL -10.0 PSF. W 3X4 i JOH: OAMFS N. JACK I' TOP HOAR 2X4 SO. PILAF 92 It OR 2x6 /2 11HOTCHO(IC) 2X4 SO. PINE 112 11 RI NOTE: FOR 1'0' AND 3'0' JACK ALL LUMBER MAY BE 03 SO. PINE. RN - ALL. PLATFS ARE TO RE- CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO bOTT01.1, EXCF-I'T WFIEN t-DCA'IEO BY CII•ICLE OR DIMENSION. Fc DRAWING 130 FOR PLATL LOCATIONS ON TYPICAL JOINTS. f1 ALL NAILS SPFCIFIED ARE COMMON WTRE NAILS. NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN 1I1E PLATE CONTACT AREA OR SCAIIFED AREA OF WEB MEMBERS. PROVIDE (3) -16D TOE -NAILS OR (3) -16D (0. 128"X3.0') GUN NAILS AT TOP CHORD. PROVIDE (2) -160 TOENAILS OR 0-16D (0. 128"X3.0") GUN Ri5NAILSATBOTTOMCHORD. PROVIDE I1PLIFrCONNC:CI'IONSA'rBEARINGS AS INDICA'rCl) lA'I,11 1' 4201i 2809 BRO LOC: 0..0-0 7-0-0 I114. 11.1' IIASED ON 10 PSI"'1'(YI A1. DEAD LOAD. WIND SI'lilil)= R5 110Mill1. MEAN 1117101rl'=30VI'. IsN(,I.OSI I) (SIICT Rlo VROVIDI31)14, 111' CONNIN71ONS A9' IllWtINGS AS INDICA'1'I0. lll'LIf I' 300# 250N. 11RG t-cx:: . L11'1. 11 1' 11ASI°) ON IS PS o'rA1,Dri1D1-DAD. WINI)srrr±D= 110 Ml' l i. Mtn'AN Iililctrr-3o 17 r. r-Ncl.osl3D. sllc) 2-TIIRU 8.00[_ ' R7 Rto R4 NOTE: JACKS UP TO AND INCLUDING 4'0" SPAN MAY HAVE AN 8" CANTILEVER AT LEFT END. RB NOTE: 2X4 / 3 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM 0- 0111) BfIAC I NG W 24 " MAX. O.C. f)FOLII IIEU . ATTACH WITH 2-16d NAILS BRACING IS NOT REQUIRED IF A I1IGID CL-11_ING IS ATTACHED DIRECTLY TO 801TOM CHORD. BRACING MATERIAL TO BE SUPPLIED -AND ATTACHED AT BOT11 ENDS TO A SUITABLE SUPPOPT BY ERCCTION CONTRACTOR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPOLIFT: 200f 2000 BRG LOC: 0.00 7.00 R to 100 MPH WIND, 30,00 FT MEAN HGT, S8CCI, ENCLOSED BLDG WIND TOTAL DL -15.0 PSF. 5-0 7 11 14 2- 0-- 0 1-0-0 I TtIP.01w-- -- AI 7- 0-0 Ov1:R Z sl.lf'r,o1 rs- - II P 553/1 Wall 2 MIN. RviS53% Ws 2 MIN. FL 11 PL"1ry? WAVE TPT - 95 (itQ. FURNISH A COPY OF -11115 DL' -IGi1 TO ERECTION CONTRACTOR Qll A Al' PINE 1:111MILLIWO PINM11:1S. UC. 1111b1 IE.IN,'1 L1111EME CAIN `. l.: l r: 1 O C=1 C-, . _:1 -X* I MPOR'f ANT* x SHALL Will It 1XVI IS IME FLY1ANY WARNING IN Mir, Mi. h•4C11U11 Alt C:1C:] [- =1 f-1 L'=J ,1LVIAI Il11/ f/JN 111LSE SPECK LL'AIIIpCi U11ANY IlEV1Ai 1LN1 FIYNI OlilCll(i.SkE {+.18- Up1AC 1'G INNN.1 11NIS l= L:] 17-:3 f_-1 11115 11kS11il 011 AIR FAII 1pE 10 IMILR 111L INW'S INCWfilg4k :E CCINAdUAnr UU IY3 sAlq In411UK--t Vll. SEIl 3 C7I= C_i NI111 /LSE-/N1AL11Y SIANIIUII 05100' UY IPI. U.PIUE CptlLCiLYM 11113 UESICN FOR AWILI4UL YI'..',JAL ;IW - l 1'_ 1 A,IL MA"ACIL1IEn flpN/ 20 SAlkik GALVANIJEO SILEL I1LESS W111 UIIACIUU 1k1AN11EIN111i1, u1Eli6 111 I-'-. fMlALPIN 171 11111ra"IN: IUNM11. K.Eliln 11EINIIINN'INS i1 A'SIN A446MUM A. 5191ML I,Y1 091111 URIC Ilk LAII NAlI.Y 1.'IA1 C -O 4 ry j APPLY ONVALCHMIIIIM1111FA/3,5 At kUAI .1111111 Aid) IIk:A It: AilWilli 141114/ Y AI IAIY 4:R 11.1YNM11 UI1 AIll..... LWl L'-I iJNMNI. MC AN II. NIIIfl1i Alt 4' N1N11 NAI 1111.5: UIII INII G: Sit"" INII 11114 I:INY 41111111 111,1111 1:1. 11. INll MI INIACI1Ni TRUSS INYIWI11111NIAINISOHIO1NNINI111A1111II:A,NE PINWISIIYY IN AY J1:I:IIIf1) Ip1 Il5NA1 I111111 I,LI: 11111. ValterP:FinI1,P•E r. 1-_I .I14 Hn +11'1 IPCiI. IU'S1U11 MIIII FIIII I1:IAIPNII II1Allb LlWill ll, 17..11' -1 f'"; C=1 r_L I •-.1 -. -_. ------ _ ..._.._ . 1111 - IIpp1' 111/11, IIrNIINII I1p1. 1141111110 14UllpU l INta'1111'111111II IAANI I'11FIIINN11111 - No.22839 CJI ALTERNATE LOADING: TC LL 20. 0 PSF TC DL 20. 0 PSF BC DL 10. 0 PSF TOT . LD__-50_ 0 PSF Ot1A.,_fAC . i- 25 R( SPACING 24.0" It 14 Af) W.5-12- -10. Rt`5 Kej v 3 -1l -98 91-L Rei U 2.26-98 RII Rf-U. AP 111017 to RGV FLA EO-LS-017E R9 Rv. f6,0 7/13I/94 9-7 A- P L,c• n. Al' (LL v 01/q4- 1 1L PA11111ce /y1 it vlo,`t j R4 REVISED TCE 4/12/93 R3 REVISED FED 12/4/925Q R1Ap JE 51,00Rl REVISED 17L'1) 2/ 4/92 R2 REVISED WLB 12/ 3/92 REVISED 41PF 1/(1/ 9 REV FED i2/%/90 11 V 15. 3 . 2 SCALE = 0.5000 DESIGN CRIT:I"PI REF 57512-ROB 1 TC LI_ TC DL BC DI_ T07.1_ D. 30. 0 15.0 10.0 55.0 PSF PSF PSF P5F DATE 01/ 04/ 90 DRWG 1 ,1511, 677 FL-ENG FED - O/ A I_EN. 7-0-0 n_UR.r-AC. 1 -33 f' ITCII r:o/ 12 I1'III:1 LJA(: K---- I' Af:I NO ;'11,O°- JOBS JOE SY42 WALL TOP CHORD 4X2 SO. PINE _ 5CC- LPIR.6RAI C Ctl(%RT FZ 5BOTCHORD4X2SO. PINE WEBS 4X2 SO. PINE #3 IW1-(2)4X2 SO. PINE *3 0 NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA. INCLUDING DIMENSIONS AND LOADS. CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. DIAGONAL WEB IS NOT REQUIRED nNLY.IF 11" PLYWOOD IS.ATTACHED TO ONE FACE WITH NAILS'...PER CODE THROUGHOUT CHORDS -.AND VERTICALS. CHORD GRADE VERTICALS PL.F DOWN UPLTFfSO. PINE SPACING 1 y DENSE 24" — 52 0R 200 1 DENSE 16 " KI 11-10 93 440 1 DENSE 1211 2080 780 2N' 2 N 24" 16 " 355 FCi 80 3 140 R3 300 2.N 12" 1420 540 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT Sce Tq'BLr- ABOVE BRG LOC CONTYNVous 90AR3vue. UPLIFT BASED ON 17 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=15 FT. ENCLOSED. (SBC) MULTI -VERTICAL WEBS REQUIRED DIRECTLY UNDER A CONCENTRATED LOAD LOCATED ON TOP OF STUDWALL. 2) VERTICALS #3 SO PINE (3X4 ALPINE PLATE EACH END) FOR CONCENTRATED LOAD OF 4000a TO 5000#. 3) VERTICAL N3 SO PIN_E_(3X5 ALPINE PLATE EACH END) FOR CONCENTRATED LOAD 5000I1 TO 7000#. R5J 21I.0" TYP. MAX• 3 T 1-G-0 TO 2-0-0 FTI COTJG LOAD LOCATION (SEe A A) ABOVE) SEE 5 1.5X4TYP W=3X4 3X5 Wl 1 CVA mvn T yt I -G-o To 2-0^0 I 24 -TGf Z/2/% 14— CONTINUOUS SUPPORT .R2 REVISED F DiX4I 4/7/92 1.5" 2X4 R1 W=3X4 REVISED FED 1/22/92 P3 ze'. i„"d LENGTH AS REQUMED 5 y a QEV . t0 - 28-94 REV.FED. 10/21/89 1 W PLATE TYPE--RLPINE TPI-95 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR SCALE - 0.50DO ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REDUIRE EXTREME CARE DESIGN CRIT REF I= o 0 - ROBI I ) L0 **IMPDRTRNT** SHALL NOT BE RESPMIDLE FOR ANY WRRNING IN WAXING, ERECTION AND - F+ ( pp oATRUSS DEVIATION FROM THESE SPECIFICATIONS DR MY DEVIATION FRDM BRRCING.SEE jJIB-41"BnRCIUS ROW TRUSSES: TC LL 4D.D PSF DATE 06/28 88 THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS 1N COIFDRfTINCE COMMENTARY AND RECD NDATIDNS-*TPI). SEE WITH TW -DUALITY cWMX MANUAL• BY TPI. ALPINE CONNECTORS THIS DESIGN FOR FDOITION(iL SPECIFY PERMR- TC OL ID.D PSF DRVG 1 153 783 ARE rIBIWIYTURED FROM 20 GAUGE GALVANIZED STEEL UI FSS SENT BRACING REQUIREMENTS. UNLESS OTHERWISE BC DL 5.D PSF FL-ENG FED OTHERWISESHOWN, MEETING REQUIREMENTS OF RSTA R44G GRADE R. MR, TOP CHORD SI ILL BE LAtEPoiLT RRFCED APPLY CONECTORS TO BOTH FACES RT EACH JOINT AID LOCATE AS RT1H PROPERLY KIRCHER PLYWOOD SH ERTHI ,ta POF yBys TOT. LD SS.0 PSF 0/R LEN.SIOIIN. BEARING WIDitC AWE 4' NRIINFL UNLESS OTHERWISE SHOWN. BO1TDM CIRRRD VITH RIGID CEILING OR DRAC SIGN STRRIRWTRDS CONFORM WITH FPPLICIWLE PROVISIDNS DF AS SPECIFIED ON DESIGN. WNDTUSE inn,P.E. OUR.FRC. 1.00 DEPTH 1B.D" NOS AM •TPI IPCT1. DESIGN 91111 FIRE RETARDANT TREATED LUMBER. I= C 1 0 o R o *.-TPI - ) RUBS PLR1E INSTITUTE MIS - MHIIDNRY DESIGN SPECIFICRTIDN FORWUOD CDNSTRUeuDN No. 22839 SPRCING SEE ABOVE 'TYPE SY42 -GRBLE TRULOX INFORMATION DETAIL NOTE: Trulox plate size and number of nails (N) are to be specified on Alpine designs referencing this drawing. NOTE: Trulox plates are required on both faces. N) = Total number of nails on each face. NAILS: 0.131"xl.375" scotch nails or equal as specified in Alpine designed drawing. No nails are to be driven into this area. Top \ TTrulox plateChord as specified Bottom TYPICAL Chord ( N) ( N) HEEL DETAIL Single cut web ----- 1" TYPICAL PANEL POINT, NOT SPLICE DETAIL Chord TYPICAL PANEL POINT, SPLICE DETAIL TYPICAL -INNER Double cut web 7 1 •• N) Ile-, 1 it N) Trulox plate / as specified J Single cut web 1" Chord Trulox plate as specified i 1 I I I N) * * i (N) 1 I N) * * (N) I' 1 I. Truss member Double Cut web O O O [ O O IMPORTANT**ALPINEENGINEERED PROOUCts. INC. WARNINL7 AU'SESREQUIRE EXTREME CARE SHALLNOTBERESPONSIBLEFORANYDEVIATION FROM THIS DESIGN OR I ESE SPECIFICATIONS. OR ANY 114 HANDLING. ERECTION AND RLP I NEENGINEERED PRODUCTS I NC OFAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY 1P1. BRACING. SEE HIS-91 BY TP1, SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE P.D. DDX 2225 ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING AGIN OUIRENENTS. UNLESS OTHERWISE INDICATED. TOPPphPf1ND DEfiCll FLDRIDR 33061 OATRUSSAAA6ORBEXCEPTASNOTED. APPLY COMEC70PS ID EACH FACE OF RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CHORD SHALL BE LATERALLY BRACED WIT" PROPER LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD WEC 4 pIp 305-78I-3333 CONECTORS PER ORANINGS 130. 150 C 16DA-F. DESIGN STAIDAROS WITH PADPERLY ATTACHED RIGID CEILING -- SEE 0 CONFORM N/APPLICAILE PROVISIOS OF NDS C TPt. AN ENGINEER'S SEAL ON THIS OWING APPLIES TO THE COMPONENT ALPINE TECNIICAL UPDATE 17/1/911 FOR PROPERa1tB1' P. Ffnn, P.E. DRAWING #142 OODEPICTEDHEREDAYNALLAPPLICATION. FUNtISH A COPY OF TMS C= O O O O p IN ONLY. AND SHALL HOT BE PELTED UPON IN ANY OTHER MAY. I DESIGN TO 111E TRUSS ERECTION CONTRACTOR. No. 22839 1D IPI - AMISS PLATE NISIIIUIE. NOS . 1091 HAT IONAL DESIGN SPECII ICAT 1011 FOR WOOD CONSTRUCTION PAGE 16 e!M 4-5H4/KUb M59A,b til) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #1 Dense :B2 4x2 SP #2 N: WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. V 0-7-0 W2X4 to 3-0 5" TYP W4X6 - W4X4 W2X4 III 27.75" IHiS UNG PKLPARLD tKUM CUMPUILK INPUI (LUAUS K UIMtNSIONS) SUBMIIILU UY IKUSS MhK. REFER TO IIIB-91 FOR"ADDITIQNAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC TRUSS MUST BE, INSTALLED AS SHOWN WITH TOP CHORD UP. 0- W4X4 = W4X6 11\ n •• •• I NLOA T. lam W4X6 = 144X4 W2X4 (R) (OL) W2X4 (R) (OL) R-1068 W-8" W2X4 III W4X4 = W4X6 = I W2X4 (R) 19-6-12 Over 2 Supports ad R-1059 W=3.5" W-W3X4 Note: All Plates Are W3X4 Except As Shown. & PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5f QTY:8 HI 1 - R - Scale a.375" Ft. WARNING** BRACIG. REFERUTO£HIR-91IR(HANDLIGINSTALLEXTREME CARENIGAND BRACING). PUBLISHEDFABRICATION. HANDLING.IBY(TPI G.AD SPLATE TC LL 40.0 PSF REF R081--65521 INSTITUTE, 583 D'OMOFRIO DR.. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED t T C D L 10 .0 PSF DATE 0 5 / 2 1 / 0 2STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW HCUSRO81 02141105 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p ALPINEBUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATIMG. HANDLING. SHIPPING. INSTALLING AND B C L L 0. 0 P S F H C- E N G / J WC BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 0 4 fi141J CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO T O T . L D . 55 .0 PSF S E Q N - 30180 EACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED OM THIS DESIGN, POSITION CONNECTORS PER Walter P. L+• DRAWINGS160AZ. THE SEAL ON THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING SEE ..FAIT(, P.E. D U R . F AC . 1 .00 FROM P FHHa Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS NO. Z2839 HainesCity, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 7 C ! FLCmuficateofAuthmz;mion#5G7 ANSI/TP1 1 1995 SECTION 2, SPACING 24.0; F0 T 1 4-0 0- 10-8 C55b4-bH4/KUb 'ZZ69A,b - FIZ) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #1 Dense :B2 4x2 SP #2 N: WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 19.44 BC From 10 PLF at 0.00 to 10 PLF at 19.56 TC 510 LB Conc. Load at 18.52 5" Typ. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. REFER TO HIB-91 FOR'ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 27.75" 3-0 -0- W1X4 (R) = W4X4 - W1X4 III 14X6 a 0-7-0 W5X5 = W4X4 - W4X6 - IN W4X4 411 Y4 III A. W1X4 (R) = VVIfAU = W2 X 4 III R-1089 W=8" 19-6-12 Over 2 Support W—W3X4 W5X8 - R=1548 W=3.5" W1X4 R 1-4-0 0-10-8 8-0-0 1 U Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5f QTY:1 HI 1 R - Scale —.375" Ft. G AND8RACING. REFER UTOEHIB 91 LR( HANDLING INSTALLLIE14ECARE GRAND BR CNING). PLUBLISHED SHIPPING. 1MPi IN( TRUSSTALLINPLATE TC LL 40.0 PSF REF R081--65520 IM Si1T UTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO T C D L 1 0 . O P SF DATE 0 5 / 2 1 / 0 2PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SIR UCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, IMPORTANT"• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED B C D L 5 .0 P SF DR W HCUSR081 02141104PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND q p I BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC L L 0.0 P SF H C- E N GJ W C FirSPECIFICATIONPUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE VGA. A =3TOT. L D . 5 5.0 P S F S E O N - 30186CONNECTORSAREMADEOF20GAASTMA6536R40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ti DRANINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter P. Finn, P.E. D U R . F AC . 1 . O O FROM P FHAlpineEngineeredproducts, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS NO. 2 $34HainesCity, FL 33944 COMPONENT FORANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING S E E ABOVEFLCertificateofAXXthOrZ3b0n # 567 1R9YE IC5544-5H4/KUb ZZ89A,13 - hl3) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1- B-11-4 5" Typ. W1X4(R) = W3X4 - 1144X6 0-7-0 W1X4 III 20" W1X4(R) - W4Ab = - W2X4 NI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. REFER TO HIB-91 FOR -ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 18-5-12 Over 2 Supports 7-10 W3X4 - W4X6 4 III F'(3 T 1-4-0 8-0-0 T 1-4-0 R-1023 W-7.25" R-1009 (J) Note: All Plates Are W2.5X4 Except As Shown. as PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5f QTY:1 fiI 1 R Scale -.375" Ft. GADWARNING--SSESHIBE911R(HANDRING NSTALLINGEMECAREINBANDBRACING)ANDPUBLISHEDIBYITPIG. IN{ TRUSSMPLANE TC LL 40.0 PSF REF R081--65518 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PE RFORNING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 1 0.0 PSF DATE 05 / 2 1 / 02STRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILING. INPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED J[4 8 C D L 5 . 0 P SF D R W HCUSROBI 021411D7PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND B C L L 0.0 P SF HC - E N G JWCALPINEBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AMD PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2DGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT . L D. 5 5. 0 P SF S E Q N - 30207EACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter P. Finn, P.E. OUR . F A C . 1.00 FROM PF HAlpinePngineercdProducts, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS rIp 22$39HainesCity, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER pFLCCfLlF1C2LEOt Inc. ANSI/TP1 1.1995 SECTION 2. SPACING 24.0" L35b4-5H4/KUb ZZ89A,B - 1-14) TOP CHORD 4x2 SP 2400f-2.OE :T2 4x2 SP #1 Dense: BOT CHORD 4x2 SP 2400E-2.OE :B1 4x2 SP #1 Dense: WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.—I.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 22.85 BC From 10 PLF at 0.00 to 10 PLF at 22.98 TC 510 LB Conc. Load at 18.63 IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 10-5-4 1Typ. W1X4( R) = W4X6 = W4X4 = W3X4 = W2.5X4 0- 7-0 24. 5" T141S DWG, PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. REFER TO HIB-91 FOR"ADDITI6NAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MAX JT VERT DEFL: LL: 0.63" DL: 0.24" RECOMMENDED CAMBER 3/8" DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0- 6- W04 III W1X4 (R) W2. 5X4 = W5X8 = W2.5X4 = W3X4 = W4X$ W1X4 ( R) = W4X8 = — — "JA`' = VVIA4 III W.5A4 c W4A1L = W2X4 III WIX4 III W2.5X4 = W— W3X4 = F 22-11-12 Over 2 Supports R- 1352 4=S?4 = W—HS2512 YYJAV = W2. 5X4 R= 1661 (J) V T 0- 10-8 1-4-0 T 8- 0-0 -. PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPI STD 19.5f OTY:1 HI 1 R - Scale—.3125" Ft. WARNING"* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO .HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC L L 40.0 P S FR E F R 08 1-- 6 5 5 1 7 INST{TUTf, 583 D'ONOFRIO DA.. SU1 TE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10 0 PSF DATE 0 5 / 2 1 / 0 2 StRUCTURAIPARELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. MPORTANT*" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED BC DL 5.0 PSF DRW HCUSR081 02141106 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DE YlA710X FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONE OAMANCE WI TN TP 1: OR FABR [GATING, NA4 LING. SHIPPING. INSTALLING AND YA L P I N E BRACING OF TRUSSES. THIS BE SIGNCONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC L L 0.0 PSF H C - E N G / JW C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIA110N) AND TPI. ALPINE 0 a CONNECTOR$ ARE WAD£ OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T . L D - 55.0 PSF S E O N - 30204 EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter P. Finr, P.E. D U R . F A C . 1 . 0 0F R OM P FH AlpineEngineeredProducts, hw. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS 0. 22U 9 HainesCity, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N U 7 FLCadificaWOfAngwriretion# 567 ANSI/TPI 1-1996 SECTION 2. SPACING SEE ABOVE L J04'9Ti4 ICUb ZUSyA,$ - r 1b) TOP CHORD 4x2 SP #1 Dense J2 4x2 SP #2 N: BOT CHORD 4x2 SP #1 Dense :B2 4x2 SP 240OT-2.OE: WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. i— 10-5-4 1Typ. I. W1X4( R) 0- 7-0 24. 5" I H I S OWG PRLPAREIT tROM CUMPUILR INPOI (LOADS & DIMENSIONS) SUBMIIfLU BY TRUSS MFR. REFER TO HIB-91 FOR'ADDITIQNAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MAX JT VERT DEFL: LL: 0.54" DL: 0.20" RECOMMENDED CAMBER 3/8" IN LIEU Of RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC TRUSS MUST BE 1NSTALJED AS SHOWN WITH TOP CHORD UP. 0- 6 W1X4 ( R) W06 - W3X4 = W3X4 = W4X6 - W4X6 - W1X4( R) = W4X6 = W-3A4 W2X4 III W I. A4 III WIA'I III WSA4 - W4A0 = W4A0 i T 0- 10-8 1-4-0 T- 8- 0-0 1 W= W2.5X4 E 22-11-12 Over 2 Supports R= 1258 0 W=HS2510 = R-1244 (J) Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPI STD 19.5f OTY:3 HI 1 R Scale s.3125" Ft. WARNIBRACING. G" REFER TRUSSES HIS REQUIRE HANDLING INSTALLING FABRICATION. ING). PUBLISHED (TRUSS SHIPPING. PI INSTALLING PLA E TIC LL 40.0 PSF REF R081--65516 I ASTITUT E.583 D'ONGFRIO DR., SUITE U PERFORMING THESE FUNCTIONS. UNLESSDIRERWISEINDICATIF ED. TOPCHORDSHALLOR FPRACTICESETY HAVE PROPERLY ATTACHED TIC DL 10.0 P S F DATE 05121102 STRUCTURALPANELS. 8OT TONCHORDSHALLHAVEAPROPERLYATTACHEDRIGIDCEILING. _ IMPORTANT•* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED BC DL 5.0 PSF DRW HCUSR081 02141108 PRODUCTS . 14C. SHALL NOTBERESPONSIBLEFORANYDEVIATIONFROMTHISDESIGN: ANY FAILURE TO 8U11D THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND B C L L 0.0 P S F H C- E N G / J W C ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS W1iN APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN n O SPEC IF ] CATION PUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE XC 4 CONNECTORS ARE MADE Of20GAASTMA653SR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT . L D . 55.0 P S F S E O N - 30196 EACH FACEOF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER - BRANINDS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter P. Finn, P.E. D U R . F AC . 1 . 0 0 FROM P F H Alpine Engkw=d Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY A140 USE OF THIS Tjp, 22839 ftnes City, FL 33844COMPONENTFORANYPARTICULAABUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER SPACING 24. 0 " FL Certificate ofAudmzation#567ANS1(TPI 1-1995 SECTION 2. Lb5b4-5t14/KUb LLt$YA,b - t1b) TOP CHORD 4x2 SP #1 Dense J 2 4x2 SP #2 N: BOT CHORD 4x2 SP #1 Dense :B2 4x2 SP 2400f-2.OE: WEBS 4x2 SP #3 IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 0-7-0 W2X4 III I HIS OW6 PKLPAKtU IKUM LUMPUItK 1NPUI (LUAUS S UIMtNSIUNS) SU0MII ItU tY IKUSS Mt K. REFER TO HIB-91 FOR ADDiTI'ONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MAX JT VERT DEFL: LL: 0.55" DL: 0.21" RECOMMENDED CAMBER 3/8" DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 26.75" 10-6-0 10-6 1i Typ. W4X6 = W4X6 - W4X6 - W4X6 1AV = FLAY HI VVLA`t III "'AV = —V = L T 0-10-8 1-4-0 F * 8-0-0 1 W2X4(R) W4X6 =_ W-HS2510 - W=W3X4 23-2-12 Over 2 Supports R=1270 W=8" W—HS2510 = R-1260 W-3.5" a3 Note: All Plates Are W3X4 Except As Shown. PLT TYP. Hi h Stren th,Wave TPI-95 Design Criteria: TPI STD 19.5f QTY:7 HI 1 R - Scale a.3125" Ft. RBRACING G" REFER TRUSSES RIB-97(TRUSS 7R( HANDLING INSTALLING E EXTREME CARE IN BAND BRACING). PUBLISHED RICATION, HANDLING, SHIPPING. ITPI INSTALLINGNNPLATETC LL 40.0 PSF REF R081--65513 PERFORMING THE SE583 DFUNC11ONS RUNLISSTO/HERWISEDINDICATED, TOP ICHORDFSHALLFHAVEETY PPROPERLY ATTACHED T C D L 1 0. 0 PSF DATE 0 5/ 2 1/ 0 2IOR TO STRUCTURAL ' ANELS. 80TTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. — IMPORTANT"" FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC D L 5. 0 PSF D R W HCUSR081 02141109 PRODUCTS, INC. SHALL NOT Bf RE SPDNSIBLE FOR ANY DEVIATION FR DM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE W1 I I 1; OR FABRICATING. HANDLING, SHIPPING. INSTALLING ANO ALPINE BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN J04 Y BC LL 0.0 PSF HC-ENG /JWC SPECIFICATION PUBLSSHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) aND TPI. ALPINETOT . L D . 55 .0 P S F S E Q N - 30169 CONNECTORSAREMADEOF20GAASTMAG53GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AID UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter P. Finn, P.E. D U R . F A C . 1 . 0 0 FROM M C W AlpineEngineeredProducts, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS No. 220J8399 HamerCity, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER C FLCer1ibcsteofATXt1mzatXUn#567 ANSI/TPI 1 1995 SECTION 2. SPACING 24.0" 63t104-9tl4/KUb ZZ89A,H - F1/) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #1 Dense J2 4x2 SP #2 N: BOT CHORD 4x2 SP #1 Dense :B2 4x2 SP 2400f-2.OE: WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.—I.00) TC From 340 PLF at 0.12 to 340 PLF at 23.10 BC From 10 PLF at 0.00 to 10 PLF at 23.23 REFER TO DRAWING 657,275 OR 657,275E OR 1,153,783 FOR GABLE DETAILS.NOTE: CONNECT BOTTOM CHORD FOR 170 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORD.NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO I" DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE Of THE DRILLED HOLE AND ATTACHED WITH (2) 16D NAILS EACH END. 0-7-0 1 W3X4 - W3X4 - IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W3X4 W3X4 = Tl i T 0-10-8 1-4-0 F * 8-0-0 1 W3X4 = W—W3X4 23-2-12 Over Continuous Support R=346 PLF W-23W74 — W—W3X4 a3 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5f QTY:1 HI 1 R - Scale—.3125" Ft. G AND WARNING** REFER TRUSSES HIB£ 911R(HANDLING INSTALEME CARELINGBANDBRACING), PUBLISHED BY SHIPPING. TPI IN{ ( TRUSS PLATE TC LL 40.0 PSF REF R081--65515 INSTITUTE. 583 O'ONOFR IO OR.. SO TE 200. HAD T SON. W1 53719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 10 .0 PSF DATE 0 5 / 2 1 / 0 2 STRUCTURALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j . IMPORTANT"` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5. 0 PSF DRW HCUSR081 02141103 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF SOECECTIOATTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC L L 0.0 PSF H C- E N G / J W C SPIFCIOREN PUBLISHED B ALPINEYTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE DEC O T O T. L D. 5 5. 0 P SF S EQ N - 30174 C5AMADEOF20GAAST. A653 GRAD GALV. STEEL. EXCEPT AS 'DIED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ,, ORAL TOGS 160 A-Z. THE SEA1 ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter P. Finn, P.E. D U R . F A C . 1.00 FROM P F H Alpine EngineemdProducts, Iao. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS NO. 22037 Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FLCatficateofALLthorintion#567 ANSI/TPI 1-1995 SECTION 2. SPACING SEE ABOVE 25564-5H4 2289A,B - D1) 1111S 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 Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.178' A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. T 0-6-3 1 1-0-0- 4X4= 4X4(L3) 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ROOF OVERHANG DESIGNED,FOR A 2.00 PSF SOFFIT LOAD. F3) T 0-6-3 9-0-0 7-6-0 7-6-0 I 7-8-0 7-4-0 1 fF 15-0-0 Over 2 Supports R=611 U-310 W=8" R=557 U=240 W=4" DI PLT TYP. Alpine TPI-95 R Design Criteria: TPI STD 18.1b2 Fl_ 1 E - Scale —.375" Ft. WARNING*" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R 08 1-- 45 4 1 9BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'ONOTR10 DR.. SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PFRFORMING T11ESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C DL 7.0 P S F DATE 0 5 / 1 2 / 9 9STRUCTURALPANELS, B01TOR CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'• FURNIs. A COPY OF TM15 DESIGN TO THE INSTALLATION CONTRACIOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW IICUSROBI 99132147PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO n BU 110 THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND p *, AL 1_ i N E BRACING OF TRUSSES. IMIS DESIGN CONFORMS NIRI APPIICADIf PROVISIONS III NDS (NAIIUNAI DESIGN BC LL 0.0 PSF ITC-ENG V8/WMR CU"Nk ICAl10N PUBl1SHfn NY IRE AMtR1CAN FURFSI AND PAPER A55UlIA1I04) AND TPI. AIPIMI DU 0 4 TOT.I_D. 37.0 PSF SEQN - 15352CUNMtL'IURS AN MADE OF 2UGA AST" A653 GRAD GALV. STEEL, EICEPI AS NU1LD. APPIY CUNRLCIORS 10 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAW s, Inc. I465 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE DF PROFESSIONAL ENGINEERING Walter' P. Fum, P.E. DU R .FAC . 1.25 FROM K G SAlpineEngineeredProductRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE Of THIS Iirule5 Gt ,FI. duct COMPONENT FOR ANY PABTICUTAR BUILDING I$ THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER NO. 2283 9 iANSI/7P1 1 1995 SECTION 2. SPACING 24.OM 43309-n1T9 ZZUYA.0 - tZ) III IJ OWG I'KtVAN tD IKUM LUMPl11tK INVIII (L. UAIIJ 6 UIMt NJ1 t)N:) -UIIMI I It It DI 1MU3Z, I9f M. ITOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. 1406 T 1-4-3 1 W4 X4 = W2X4 m W2X4 III Q 0 yl 1 0-0 4-8-0 _I 4-8-0 100 MPH WIND, 15.00 FT MEAN AGT, SBCC1, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0/ T 1-4-3 12-4-0 9-4-0 Over 2 Supports R=399 U=210 W-3.5' R=399 U-210 W=3.5' PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 18.2c4 FL i E - Scale =.375" Ft. NARNING" TRUSSES REQUIRE f%TREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. NEfER TU HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY 1P1 (TRUSS I'LAIL T C L L 2 0. 0 P S F R E F R 0 8 1-- 4 54 2 1 INSiITUTf, 583 D'ONOFRIO DR., SUITE 200. MADISON, Wl 53719). FOR SAFETY PRACTICES PRIOR TO PERf ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C DL 7 .0 PSF DATE 0 5 / 1 2 / 99 STRUCTURAL PANELS, 001 TOM CHORD SHALL HAVE A PROPERLY ATTACHED 41610 CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW Hf.11$ROAI 99132149PRODUCTS, INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD 111E TRUSSES IN CONFORMANCE WITH 1P1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND pp ALPINE _ RRACING OF IRUSSES. IIIIS DESIGN C.ONtORMSWI111 APPLICAHIf PROVISIONS OF NUS TUMORAL DESIGN BC LL 11.D PSF hIC ENG VU/WMR A" SPL CIIICAII(1N PUUIISI1I/ UY IHl ANT XICAM IOUT SIAMD PAPER ASSUI:I All ON) AND II'I. ACONNI DU O 4 I OT. -D. 37.0 PSF SEON - 18327 EACH C1UNSANEMAOfDI20GAAS1NA653GRADGALY. 51Lf1, L7L'EPI ASNU1EO. AP PIT CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS 01 HE RWISE LOCATED ON THIS DESIGN, POSITION CONNf CIOXS PER -- ORAYINGS 160 A 1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINUAIN6 Walter 'pinn, P.E. D UR . F A C . 1 . 2 5 FROM S 0 Alpine EngineeredProducts, Inc. RESPONSIB 11.1 T SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, l'I. 33844 COMPONENT IJTPI lFOR ANY PARlNCUTAR BUILDING IS THE RESPONSIBILITY OI THE BUILDING DESIGNER. PER 2. No. 22839 SPACING 24.D" AJbeJ-5H4 L"L1i9A,B - CIA TOP CHORD 2x4 SP #2 N :T2 2x4 SP 240Df-2.OE: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W2, W5 2x4 SP #2 N: W4 2x6 SP 2400f-2.OE: Rt Bearing Leg 2x4 SP #3::Lt Stubbed Wedge 2x4 SP #3: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at 20.63 BC From 4 PLF at -1.00 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 20.63 TC 714 LB Conc. Load at 20.33 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOT: AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, Aun SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE C( LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTI01 DESIGNED BY THE BUILDING DESIGNER. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIN( BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY 07 REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STi VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN I TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF Al DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS RESPONSIBILITY OF THE BUILDING DESIGNER. NOTE: GABLE TRUSS SUPPORTS 8.0" MAX. RAKE OVERHANG 0-6-1 YWRiilifi I,I nlu uMu I'KLYAKEII THUM L.L09rLIIEK IMrUI (LIAIOJ o 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.28" DUE TO LIVE,LOAD AND 0.06" DUE TO DEAD LOAD. A RIGID CEILING OR'CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W04 ; W4X8 = I 1-10-0 17-5-14 4X4 M k 3-6-14 V 9-0-0 R=812 U=510 W=8" R=1481 U=800 W=3.5" 1-0 0 0-3-8 kJ L. 19-7-10 j n In fE 20-7-8 Over 2 Supports Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL 1 E Scale —.25" Ft. BRACING. RffERRTO HIS 91ESR(HANDLING INSTALLING AND BRACING). CARE IN FABRICATION. HANDLING.SHIPPING, BYPTPI INSTALLING (TRUSSPATED TC LL 20.0 PSF REF R081- -70767 INS] I7"11. 503 D'ONOFAIO DR.., SUITE 200, MADISON, NI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CKORD SMALL HAVE PROPERLY ATTACKED TC DL 7.0 PSF DATE 0 3 / 24 / 00STRUCTURALPANELS. 60TT0M CHORD SMALL HAVE A PROPERLY ATTACKED RIGID CEILING. IMPORTANT" FURNISH A COPY Of THIS DESIGN TO 7HE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f/, • BC DL 10.0 PSF DRW HCUSR081 00084005PRODUCTS, INC. SMALL HOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p(, BUILD THE TRUSSES IN CONFORMANCE W17H TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND BRACING 0f TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC LL 0.0 PSF HC -ENG VB/WPFALPINESPECIflCATIOHPUBLISHEDBYTHEABfRICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST" A653 GAAO GALV. STEEL. ELCEPT AS NOTED. APPLY CONNECTORS TO 0 4 T 0 T . L D . 37.0 PSF SE ON - 10833EACHFACEOfTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `' DN AW1 N65 160 A 1, 111E SEAI. ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING tAt P. Finn D UR . F A C . 1.25 FROM B T BAlpineEngineeredProducts, Inc. RESPOMSIBiLITY SOLELY FOR IIIE THtlSS COMPONENT DESIGN SHOWN. TILE SUITABILITY AND USE OF THIS , P.E. I tO11AT5 CITY, FI. 33844 COMPONENT ) FOR ANYPAR11C2l AR BUILDIM6 IS TOE RESPONSIBILITY Of THE BUILDING DESIGNER, PER NO- 22819 SPACING SEE ABOVE L.7 DD9'Dt14 LLl37A,0 - L,1 n.nr " n,,.c .,c.n„C C„nm11TCYI Gv TDIICC MUD nay n . . ...,a ,,...., ... I. .,.. ... I.. .,,.., •, .. .. ..... .._. _.._ TOP CHORD 2x4 SP #1 Dense BOI CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W4, W5 2x4 SP #2 N: Lt Stubbed Wedge 2x4 SP #3: DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL 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. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD, 110 MPH WIND, 15.00 FT MEAN HGT, SBCC1, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MAXIMUM GAP BETWEEN RIGHT BEARING WALL AND END WEB = 1/2" W4X10 A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. T SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB-S 2-3-15 WHERE SHOWN. BRACING TO BE SAME SIZE, GRADE, AND 80% LENGTH 511 OF WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. A) _ *17-5-14 W2X4 IN i W4X4 NI W5 3 6 14 6 r ( A1 W4 0-6-1 W4X6 (G1) W11 R=812 t1=700 W=8" 1-0-0 I GE 20-7-8 Over 2 Support PLT TYP. Wave TPI-95 Design Criteria: TPI STD YARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TD WIN 93 (HANDL INS INSTALLING AND BRACING)- POULISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O.DNDFRID DR., SUITE 20D, MADISON. MI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PAMEL S, BOTTOM CNORO SHALL HAVE A PADPERLY ATTACKED RIGID CEILING. 1MPORTANT'• FURNISH A COPY OF THIS DESI GM 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SIIALL NOT NE RESPONS ISLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR fAHRICATIMG. HANDLING, SHIPPING. INSTALLING AND 7 ALPINE - BRACING DF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPf CIF 1CAIION PUBLISHED BY )HE AHLRICAN FOREST AND PAPER ASSOCIATION) AND IP1, AIP)NE CONNECTORS ARE MADE Of 20GA ASTM A653 GRAD GALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 10 EACFI FACE DF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS )60 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILIFT OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SfCi ION 2. 9-0-0 R=773 0=690 W=3.5" 0-3-8 I 18.2e8 fL 1 E Scale =.25" Ft. TC LL 20.0 PSF REF R081--47181 TC DL 7.0 PSF DATE 08/19/99 BC DL 10.0 PSF DRW HCOSROBI 99231226 DEC 04 DC LL 0.0 PSF HC-ENG VB/WPF Walter P. Fu1n, P.E. TOT. L.D. 37.0 PSF SEON - 44327 No.22839 DURJAC. 1.25 FROM WEW SPACING 24.00 25564-5H4 2289A,B - C2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 11 :T2 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W2 2x4 SP #2 11: Lt Stubbed Wedge 2x4 SP #3: A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 80 NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 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, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. 0-6-1 W R-682 U-650 W-8" 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. SHIM TO SOLID BEARING. R1 W4X6 17-6-6 4-6-2 CCo- 1-0-0 0.3.8 16-11-8 Over 2 Supports R-631 U-580 W-3" 9-0-0 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18. e8 WARRIMG- * TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HAMBLIN&. SNIPPING. INSTALLING AND BRACING. REFER TO NID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $ 83 O'ONOFAIO DR.. SUITE 200. MADISON. W1 63719). FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTMERUi Sf INDICATED, TOP CHORD SHALL XAYE PROPERLY ATTACKED STRUCTURAL PANELS. B0T 10M CNOAD SH+LL KAVF A PROPERLY ATTACKED B161D CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC, SHALL ROY BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Y)p - BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, MARBLING, SHIPPING, INSTALLING AND DECO 4 ALPINE BA AC106 OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFI OF TOM PUBLISHED 8V TXE AMERICAN FOAEST AND PAPER ASSOCIATION) AND TPI. ALPINE CDNNECTORS ARE MADE OF 20GA A5TM A653 GR70 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Walter P. Find, P.E. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER No. 22839 DRAWINGS160A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Enginccrod Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS No. n'e r`ir., T.1 11RA4 COMPONENT FOR ANY PARTICULAR BUILDING IS 101 RESPONSIBILITY OF THE BUILDING DESIGNER, PER rL/ 1/-/-/C/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 r, PArTNn 94 n" R1 VB REV. 10-6-99 Scale ®. 25"/Ft. REF R081--47183 DATE 08/19/99 DR WHCUSROBI 99231222 HC- ENG VB/AP SEON - 44330 FROM WEW 9GGGA-Gun 9900A 0 - ri T111S nWn PRFPARFO FROM COMPUTER INPHI (IOAOS & DIMENSIONS) SUBMITfED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :C8 2x4 SP #2 N: 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. REFER TO DRAWING GE-001, GE-002, OR 876,719 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 AC TUC Qu n nTAlr nrcTr-wru NOTE: GABLE TRL 4X4 0-6-3 1-0-0 R=77 PLF W=16-8-0 U=120 PLF Ile 16-8-0 Over Continuous Support RIGHT END VERTICAL DESIGNED FOR VERTICAL LOADS ONLY. 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL — 5.0 PSF, U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.0" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 8-10-3 C= 23 Note: All Plates Are 2X4 Except As Shown. 0 PLT TYP. Alpine TPI-95 R Design Criteria: TPI(STD 18.1b2 FL 1 E - Scale —.25° Ft. WARNING•*TRUSS ES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P SF R EF R 0 8 1-- 4 54 1 8BHACLNG. REFER iU H11, (HANUL LNG INSTALLING ANU BRACING), PUBLISHED BY TPI (TRUSS PLATE INSII IU If, 583 D'GNOFR IO UR., SUITE Z00, MAD150N, YI 53i19), FDR SAFETY PWAClICIS PAIUA 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROP(Rl1 ATTAI'HI. T C DL 7.0 P S F DATE O 5/ 1 2/ 99 SIRUCTUAAL PANELS, BOTTOM CHDRO SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW FICUSROBI 99132154PRODUCIS, INC. SMALI. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE 1R9SSfS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BC L L 0.0 PSF H C - E NG V B / WMRALPINEBRACINGOfINNSS. TMiS Df SIGN CONE URMS WITH APPLICABLE PROVISIONS Of NO$ ENAIIONAL DESIGN SPICIFICAIION PONIISMID BT TILE AMLRICA11 FOREST AMU PAPER ASSOCIATION) AND 1P1. AIPINf DEC04 TOT.LD. 37.0 PSF SEON - 15428CONNfCIORSAREMADEUfZOGAAS1MA6S3G240GALV. STEEL• EVLf PT AS N040. APPLY CONIIECTDRS TU DEC EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEC70AS PER DRAWINGS 160 A 1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRMIS10MA1 ENGINEERING , Walter P. F' P.E.D UR . F A C . 1.25 FROM K G S Alpine Engineered Products, Inc. RESPON, IBII ITN SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIIABILITY AND USE Of [HIS 11111Y • IINi1WsCity,FI, 33844 COS111PIi FOR ANT SECTION ULAN BUILDING IS 111E RESPONSIBILITY OF IHf BUILDING DESIGNER, PER No.22839 SPACING SEE ABOVEANSI/TPI 11995 SfCTION Z. __. 25564-5114 2289A,B - A7G) IIIIS DWG PREPARED fROPf COMP111PR INPIII (I DADS 8 DIMENSIONS) SUBMIIILI) BY TRIISS MIR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X8= RlftrrrNr-isr: 100 MPH WIND, 19.34 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING 1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. W2X4III W4X8= W9YA T- 5 14 1-0-0 H I 7-0-0 I 9-4-0 I 7-0-0 Fr. 23-4-0 Over 2 Supports R-1781 U=930 W=3.5" R=1723 U-860 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI(STD 18.2e8 FL 1 E WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFILL TU HILL 91 (HANDLING INSTALLING AND BRACING), PUBLISMII) BY TPI (1NU55 PLAIT11STITUTf. 503 D'UNOfRIO DLL., SUITE 200. MADISON, NI 53719). FOR SAfETY PRACTICES PRIOR 10 PERFORMING THE F fUNCTIDNS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATIACBED STRUCTUAAt PANELS. $017OH CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. T C T C L.L D L 20 .0 7 .0 P S F P S F 1-- 1— ALPINE Alpine:EugirweredProducts ,luc. IlHill. s City, FI. 33844 IMPORTANT IOnIISM A COPY OF IN15 DESIGN 10 THE INSTALLATION CON TAACTOR. ALPINE ENGINEERED PRODUCIINCSHALLNOTBERESPONSIBLEFORANYDEVIATIONFROMTHISDESIGN; ANY fAILURE TO BUILD THE TRUSSES IN CONFORMANCE 9110 TPI; DR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACINGOFTRUSSES. THIS DESIGN LONFOAMS WITH APPLICABLE PROVISIONS Of NOS LNAf1OHAL DESIGN SPECIFICATION PUBLISHED UY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE E ACMEFACESAREMADE Of Of TRUSS, AND UNLESS OTHERWISE LOCATED Oil THISEXCEPT AS NOTED. APPIT DESIGN, POSITIONCONNECTORSMPPRTORS10DRAWINGS 160 A 7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROffSSIONAI fNGINEERING RfSPONS101LIII SDLflyIOR THE TRESS COMPONENT DESIGN SHOWN. TILE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O L(. walterP OF ( P E No, ZZ839 B C B.0 T 0 T D L L L L D . 1 0 . 0 .0 37 .0 0 P S F P S F P S F DIIR . F A C . 1 . 2 5 SPACING S E E ABOVE Rol Scale-. 25"/ Ft. REF R081-- 47177 DATE 08/ 19/99 DRW IICIJSR0131 99231224 TIC-ENG VB/WPF SEQN 44346 FROM WEW 25564-5114 2289A,B - A9) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. W4Hsa 1d4 -,E L) _ W4X6 THIS DWG PREPARED FROM COMPIIIfR INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND, 19.84 FT MEAN HGT, SBCC1, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, 1-0-0 9-0-0 1 5-4-0 { 9-0-0 I 3-4-0 Over 2 Supports R=919 U=500 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STO YARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, MANDL ING. SHIPPING, INSTA1LING AND BRACING. REFER TO NIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATEINSTITUTE53 '0 ALPINE - Alpine kriginecred Products, Inc. Banes 0Iy,FE. 33844 B D NOf RIG DR. SUITES1 E 200 MAD 150N W1 3T 9 0 A51 ). FOR SAFETYTY PRA[ilIES PR IDR TO PfRfORMI MG THESf FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY AITACBED STRUCTUR At PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSIALIATIOM CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SeCiFiG A1I0N Udi 15NED dY THE AMfR1CAN FOREST AND PAPER ASSOCIATION) AND iPl. ALPINE CONNECTORSANHADOf2DGAASIRA653GRIDGALV. STEEL, EVCEPT AS NOTED. APPLY CONNf CIORS TO EACM FACE Of TRUSS, AND I,MLE SS0YHERWI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 16D A T. THE SEAL ON 7HIS DRAWING INDICATES ACCEPTANCE OF PROFESSIDUI fMG1NffRIN6 RESPONSE MIT SOLELY FUR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF IN]S COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 1. T- 5 14 R= 861 U=430 W=3.5" 18. 2e8 DEC 04 Walter P. Finn, P.E. No. 22839 TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC,. 1.25 SPACING 24.0" D Scale—. 25"/Ft. REF R081--47176 DATE 08/19/99 DRW IICUSR081 99231219 HC- ENG VS/WPF SEQN 44343 FROM WEW 2.5564-5144 2289A,B - All THIS DWG PREPARED FROM COMPUK R INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 OLFI.ECIION CRITERIA 1S L/360 LIVE AND L1240 TOTAL. LOAD. W4X6 : 144X6 wo 144X4 =— 100 MPH WIND, 20.34 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 17-5-14 1 o-D H 1 I 11-0-0 I 23-4-0 Over 2 Supports -11 R=919 U=500 W=3.5" R=861 U=430 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2e8 FL 1 E WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER 10 H19 91 (HANDLING INSTALLING AND BRACING), PUBIISHED BY TPI (TRUSS PIATE T C LL 20.0 PSF INSII TOTE, 583 O'UNDFR IO UA., SUITE 200. MADISON, WI $3719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THE SF fUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AII:ACHED T C DL 7.0 P S FSTRUCTURALPANELS, BOT ION CHORD SHAH HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•' fURNISM A COPY 'If THIS DESIGN TO IME INSTALLATION CDRTR ACTUR. ALPINE flIGINEER{D B C DL 10.0 P S FPRODUCTS, INC. SN All NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY fA1l LIRE TO BU11D THE TRUSSES IN ! Of MANCE NIFH TPI; OR FABRICATING, HANUI. ING, SHIPPING, INSTAI I ING ANDA _ P I N E BRACING Of IRUSSES. IUIS OESIGN CUMIDRMS WITH APPLICABLE PROVISIONS OF NDS (NAf IONAI Df SIGN 11CI+ O 4 B ( L L 0.0 P S F SPECIt ICAT ION PUBLISHED bl IHI AMER ICAN FORE Sf AND PAPER ASSOCIATION) AND IP1. At PIML------.— CONNfCIDRS ARE MADE Of YOGA ASIN A653 GR40 GAIV. STEEL., EXCEPT AS MUIED. APPIY CUNNfC'IORS To a T 0 T . L 1). 37.0 P S FEACHfACEOFTRUSS, AND UNLESS OFHERWI51 LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Walter P. Flilll, P.E.. DRAWINGS 160 AE. ]HE SEAL ON TNIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D UR . F A C . 1.25AlpineEngii=Ted Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS No. 22839 11Nim,es City, FI- 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER - ANSI/TPI 1-1995 SECTION Y. SPACING 24.0" Scale—.25"/Ft. REF R081--47175 DATE 08/19/99 DRW IICOSROIII 99231223 IIC-ENG VB/WPF SEON 44340 FROM WEW c 9bb9-9t19 ZZd9A.B - AZ 1111S DWG PREPARED ERM COMPIJ01Z INPII) (IOADS & Dim[NSIONS) SUB11111ED flY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. W04 = Im, rNUN aTUNir1 100 MPH WIND, 20.51 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 17-5-14 1 0-0 l— 11-8-0 11-8-0 r 23-4-0 Over 2 Supports R=919 U=500 W=4" R=861 U=430 W=4" In 0 PI-T TYP. Wave TPI-95 Design Criteria: TPI STD 18.2e8 FL 1 E Scale =.25" Ft. BRAG N6MG"TRUSSES REFER TO MIB 91 R(HANDLINGE INSTALL( G AND RAa—f IN CING)N. „AN PUBLIDI SHED 61 TPL INSTALLING (TRUSSPLATfO TIC LL LD.O PSF REF R081 - -4J1741NSTIFOlt. 583 D'ONOFRIO pR., SUITE 200, MADISOD, WI 53719), FOR SAFETY PRACTICES PRIOR 10 1. PERfORXI NG THESE f=1 10R S- UNLESS OTMERWI SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C O L 7.0 P S F DATE 08 / 1 9 / 9 9STRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ IMPORTANT^ FURNISH A COPY Of 7H11 DESIGN TO ]ME 1NSTALLATIUN CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW IICIISRO61 99Z31Z18PRODUCTS, INC. SMALL N01 BE RESPONSIBLE f0R ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE YITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING ANDALPINEBRACINGOFTRUSSESTHISDESIGNCOMfORMSYITHAPPLICABLEPROVISIONSOFNOS (NATIONAL DESIGN raj BC LL 0.0 PSF HC-ENG VB/WPF SPECIFICAT IOW 9UBLISMfD BY THE AMfRILAN FORE SI AND PAPER ASSOCIATION) AND TP). ALPINE DU O CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS lU T0 T. L D. 37.0 PS F S E O N - 44337EACH AW FACE Of T0.USS, AND UNLESS OTHERYIII LOCATED ON THIS DESIGN, POSITION COMNECTORS PER Walter P. Finn, P.E. OR Nfi5 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING OUR , F A C . I .25 FROM W E WAlpineEngineeredProducts, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIIABIL ITI AND USE OF THIS No. 22839 1 TXl/its C ly, F1. 338-1-0 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4 . O aARSI/m 1-1995 SECTION Z. 45DD4-D114 ZZd9A,H - A3 THIS DWG PREPARED IRI)M COMPUTER INPI11 (IDADS & DIMENSIONS) SUBMITTED BY TRUSS W R TOP CHORD 2x4 SP #1 Dense BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 PREDICTED HORIZONTAL MOVEMENT IS 0.24" DUE TO LIVE LOAD AND 0.01" DUE TO DEAD LOAD AT ONE SUPPORT. W4X4 = WJAU kf11 110 MPH WIND, 20.41 FT MEAN HGT, SBCC1, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 17-4-12 A21 1-0 0 11 8 0 11-8-0 9-10-0 9-6-0 4-0-0 I 23-4-0 Over 2 Supports R=923 U=660 W=4" R=861 U=570 W=4" PLT TYP, Wave TPI-95 Design Criteria: TPI STD 18.2e8 FL 1 E WARNING^ TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND T c BRACING. REF IN 70 NIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY III (TRUSS PLATE 1 C IL 11 • 0 PSFF IMST1787E. 583 O'DMOFRIO DR., SllITE 200, MADISON, 91 53719). FOR SAFETY PRACTICES PRIOR TO PCIIIGRMING THESE FUMCTIONS, UNLESS OTUERNI6E INOICATEO. TOP CHORD $MAIL HAVE PROPERLY ATTACHED T C DL 7 .0 P S FSIRUCIURAIPANELS, BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALIATION CONTRACTOR. ALPINE ENGINEERED B C D L 10 .0 P S f PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IM COMf0RMANCE KITH TPI; OR FABRICATING, HAMDU NG, SNIPPING, INSTALLING AND ALPINE - BR ACING OF TRUSSES. TUTS DESIGN COMFORMS IIITH APPLICABLE PROVISIONS OF No ( AT ZONAL DESIGN MC O 4 B C L L 0. 0 P S F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IP1, ALPINE YL4 — CONIC CIORS ARE MADE OF 2OGA ASTM A653 GR40 GAIV. STEEL, EXCEPT AS MUTED. APPLY CORRECTORS TO TOT . L D . 37 .0 P S F EACHFACEOfTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Walter P. Finn, RE. ORANIN6SI60 "'I. THE SEAL OM THIS ONAMIXG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING *7 p D U R . F A C . 1 . 2 5 AlpineEngineeredProdws, Inc. RESPONSIBIL11 SOLELY FOR TMf TRUSS {OMPOMEpI DESIGN SNOUN. THE SUITABU 1TY AND USE OF TNiS No. 22839 — IIaIFLOR City, FI 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF In, BUILDING DESIGNER, PfR - -- ANSI/TPI 1.1995 SECTION 2. 1 SPACING 24.0N 36 Scale=. 25"/Ft. REF R081--47178 DATE 08/19/99 DR W 11CUSR081 99231220 HC- ENG VB/WPF SEQN 44350 FROM WEW I 25564-5H4 2289A,B - A4) TOP CHORD 2x4 SP #1 Dense J 2 2x4 SP #2 N: B07 CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. LLE01® 111IS OWG PREPARED FROA COMPH"INR INPUT (LDAOS 8 DIMENSIONS) SIIRMi11E0 BY 1RUSS MFR. 110 MPH WIND, 20.41 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. T 2-2-3 1 17-4-12 W3X6(A1) -- W2X4III 1-o D 11-8-0 _i_ 8-0-0 I I_ 9-10-0 T 9-10-0 l fE 19-8-0 Over 2 Supports --- R=799 U=560 W=4" R=714 U-490 W=4" PLT TYP. Wave TPI-95 Design Criteria: TPI STI WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDI. ING, SHIPPING, INSTALLING AND BRACIRG. REFER TO III8 91 (HAND1111F INSTALLING AND BRACING), PUBLISNfO BY TPI (TRUSS PLATE INSTITUTE, 683 D'OMOFRIO DR.. SUITE 200, MADISON. WI 53119). FDA SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STAUCTURAI PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATIACHEU RIGID CEILING. IMPORTANT " FURNISH A COPY OF THIS DESIGN TO Tiff INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SHALL NUT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BBILD THE IRUSSES IN CONFORMANCE NIIH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PURL (SHED BY T11E AME Ri CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINECONNEC (ORS AN MADE Of by ASTM A653 GR40 GAL Y. STEEL, EXCEPT A5 NOTED. APPLY CONNECTOR i0 EACH fACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A'E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine EngilTeered ProduclS,Inc. RESPORSIBILITY SOLELY fOR THE TRUSS COMPONEHT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS IlNines C1ly, FI. 33844 COMPONENT FOR ANY PARTICULAR BBILDIN6 IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 18.2e8 MCQ4 Walter P. Finn, P.E, No. 22839 FL/1/ TC LL TC DL BC DI - BC LL TOT.LD. DLIR . FAC SPACING E Scale =,25" tt. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081--47179 DATE 08/19/99 DRW ncOSROIII 99231221 HC-ENG VB/WPF SEON - 44354 1.25 FROM WEW 24.0" caA.CI CHAMITIVn A TRIM; MfR LS-t)H4 ZZU9A,IS - Ah TOP CHORD 2x4 SP #1 Dense :T2 2x4 SP #2 N: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 GABLE END SUPPORTS B" MAX RAKE OVERHANG. 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. I+ MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. REFER TO DRAWING GE-001, GE-002, OR 876.719 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. R-788 U-450 W=4" 1-0-0 s 100 MPH WIND, 20.41 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL. BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 1404 = 11-8-0 9-10-0 19-8-0 Over 2 Support Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Desi n Criteria: TPI STD 18.2f3 W4X4 R=725 U=370 W=4" 9-6-0 0141.0 1 WARNING-- TRUSSES REQUIRE EY TREME CARE IN FABRICATION, BANDI ING, SHIPPING. INSTALLING AND BRACING. REFER TO RIB 91 (HANDLING IBS7AILING AND BRACTMG), PUBLISHED BY TPI (TRUSS PLATE IN SITTOLE, 5B3 O'ONOf R10OR., SUITE 200, MADISON. W1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SNAIL NOT BE Nf SPONSIBLI FOR ANY Df V1AT1ONfit ONTHIS DESIGN; ANY FAILURE TO BUILD 111E TRUS SIS IA CONE ORNANCE WIIM TP 1; OR fAB91CAIIMG, HANOI ING, SLAPPING, INSTAII ING AND ALPINE BRACING Of TRUSSES. III IS DESIGN CONFORMS WITN APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP), ALPINE Kr A CONNECTORSAREMADEOf2DGAASiMA653GRAOGALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO NI C 04 filirlP EACHFACEOFTRUSS. AND U*I SS Oi MfAWISEIDCAT10 DA THIS DESIGN, POSITION CONNECTORS PER ] y DRAWINGS160A7. THE SEA, ON TNIS DRAWING INDICATES of Of PRO" ESSMNA, ENGINEERING WAILGE P YS• Alpine EngineeredProducts, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIIABIIITY AND USE Of THIS Al Fiiill, P.E. Ilaine5Ci1y,F1, 338" COMPONENT FOR ANY PARTICULAR BUIIDING IS THE RESPOMS)B1L11Y OF IHE aU IMI DESIGNER, PER NO. 22839 AN1I17P1 11995SECTION2. FL/1/-/-/ E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING SEE ABOVE Pp T 2 12 T- 4 12 01P Scale a. 25"/Ft. REF R081-- 70757 DATE 03/ 24/00 DR W HCUSR081 00084004 IIC-ENG VB/WPF SEQN 10826 FROM BTB tauuu,F-7n9 cco-jR,D - rl 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. REFER TO DRAWING GE-001, GE-002, OR 876,719 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. NOTE: GABLE TRUSS SUPPORTS 12.0" MAX. PLYOOOD OVERHANG. IIT I urm rnE rmmEI/ rnun uvnru ILn III 11I IL-111 a .11-1) +,ona 11-1 ... ..... ... ... 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING 2 X 4 III 6 F— T 2X4(A1) 1.7-3 Li 2X4 HI 8-0-0 R=93 PLF W=2-6-0 U-120 PLF 1-0-0 2-6-0 Over Continuous Support F1 PLT TYP. Alpine TPI-95 R Design Criteria: TPI STD 1B.1b2 FL 1 E - Scale —.5" Ft. YARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20 .0 PS f R E f R 08 1-- 4 5 4 25BRACING. NET ER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TNSTIT"TE, 683 D'ONOfRIO DR., SUITE ZOO, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNC11011S. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED T C DL 7. 0 P S F DATE 0 5/ 1 2/ 9 9 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT^ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED , 6C DL 10. D PSF DRW HCl1SR081 99132156PRODUCTS, INC. SMALL NOT Bf RESPONSTBLE FOR ANY DIV LAT ION FROM THIS DESIGN; ANY FAILURE TO 80110 THE TRUSSES IN CONFONMASI NIT" TPI; OR FANN'CATIN6, NAN011NG, SNIPPING, INSTALLING AND pALPINE , BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC L L O.O PSF H C E NG V B / WMR SPf CIf ICA110N PUBLISHED BY TOf AMf RiCAN FOREST AM0 PAPFN ASSOCIATION) AND IP1. ALPINE CONMECTORS ARE MADE Of ZOGA ASIN A653 GRAD GAI.Y. SIEEt, IICEPT AS NOTED. APPLY CONNECTORS TO DU 04 TOT. LD . 37 .0 PSF S E O N - 15309 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON 7"1S DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Wafter P. F' Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS Finn, P.E. DIIR . F A C . 1 .25 FROM K G S IIBinesCIty,ft 33844 COMPONENT 1ED& ANYSECTIDIIC)IAN BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER No.22839 SPACING SEE ABOVE L.3D09-D"4 4407A'o - re lTllZ> UWb 1'KCPAKLU FKOPI 6UMPUILK INrLJI (L.UAUJ IS UJPILN--wIUNJJ JDDMI I ILI/ III llwJa FU n. ITOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING PROVIDE HANGER AT RIGHT END OF TRUSS FOR 59 LBS. 2xa m 2X4(Al" 2X4 T 1 7-3 1 +8-0-0 R=59 U=200 R=184 U-200 W=8" 1-0-0 2.6-0 Over 2 Supports PLT TYP. Alpine TPI-95 R Design Criteria: TPI STD 18.1b2 FL 1 E - Scale —.375° Ft. MARNING" TRUSSES REQUIRE EYTREMF CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND BRACING. REfEN TO 111E 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F RE F R 0 8 1INSTITUTE. 583 -- 4 54 2 3 IOR TO PERFORMIN6 THESE FUNCTIONS. UNLESS NOFRIO DR.. IOTHERWISEDINDNCATED, TOP ICHORDTSMALLOR fHAVEETYPPROPERLY ARACTICESTTACHEDTCIL7. 0 PSF DATE 0 5/ 1 2/ 9 9 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW IICUSR081 99132155PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A L P I N F OUIID THE TRUSSES IN CONFORMANCE Willi TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND OAC IN6 Of IRUSSES. THIS DLSIGN CONFORMS PITH APPI ICABIE PROVISIONS Of IDS (NAIIONAI 01SIGN BC Li- 0.0 P S F IIC E N G V B / WMR la,ICCICAIIUN YUHI ISllt I1 LIT INI AMINICAN IIH1f Sl AMII PAPIM ASSCIA114N) ANTI tPl. AIPINI I _( 1. CONNECTUNSAREHAIIIUI201AASIMA4:+7 UNAO GAIV. 1I1LI, LAlLP1 AS NU)LU. APYIY CUNNLCIUNS 10 g 1111 .I..D. 37.0 PSF SEQN - 153L8 EACHfActOfINUSS, AND UNLESS OTHERWISE LOCATED ON TUTS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS BRAYING INDICATES ACCEPTANCE DF PROFESSIONAL ENGINEERING Walter P. Finn, P.E. D U R . F AC . 1.25 FROM K G S AlpineEngineeredProducts, Inc. If SPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SMOYs. THE SUITABILITY AND USE Of THIS p ( S 1lenlesCity,FL. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS INE RESPONSIBILITY OF III( BUILDING DESIGNER, PER No. 22839 SPACING 24. OIL ANSI/TPI 1 1995 SECTION 2. 25564-5H4 2289A.B - F3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. 2X4 III 6 f- 2X4 III 2X4 (Al) T 1-7-3 8-0-0 R=105 U=200 W-8" R=80 U-200 2-6-0 Over 2 Supports 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING PROVIDE HANGER AT RIGHT END OF TRUSS FOR 80 LBS. F3 PLT TYP. Alpine TPI-95 R . Design Criteria: TPI STD 18.1b2 FL 1 E Scale =.375" Ft. p TRUSSES 9UTREXTREME CARE IN FABRICATION. PISHIPPING, TIP.D BRACING. RIFENTO HIB ( INDLNIN S1ALl1GAND BRACING),UBLSHEBY1P) (TRUSS A)ETC LL 20.0 PSF REF R081--45426 14511 TUTE. 583 D'ONDfR10 DR., SUITE Zoo. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCLIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC O L 7.0 PSF DATE 0 5 / 1 2 / 9 9 57IOCTUAAL PANELS, BOTTOM CHORD SNAIL HAVE A PROPERLY ATfACHEDRIGIDCEILING. T IIAPORTANI" FURNISH A COPY OFTHIS DESIGN 70 ISEINSTALLA710MCONTRACTOR. ALPINE ENGINEERED pC DL 10.0 PSF DRW 11CUSRO81 99132157 PAODUCIS. INC. SHALL NOT NE RESPONSIBLE FOR ANY DEVIATIONFROMTHISDESIGN; ANY FAILURE TO BUILD THE TRUSSES IM CONFORMANCE WITH TPI; OR fABR ICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING Of TRUSSES. THIS UESIGN CONFORMS WITH APPLICABLE PAUYIs10Ms Of NOS (NAIIDNAL DESIGN S C L L 0.0 P S F H C E N G V B/ WMRSPECIE ICA1IOM PUBI ISNED BYIUf AMLR ICAN FOREST AND PAPER ASSOCIAI)ON) AND FPI. ALPINE r CDSNf CIDAS NE MADE OF ZOGA ASIA A653 GRADGALV. S7f EL. EXCEPT AS NOTED. APPLY CONNECTORS TO {ff.R O-a- TOT.LD. 37.0 PSF SEON - 15330 EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ONTHISDESIGN, POSITION CONNECTORS PER Walter l] DRAWINGS 160 A-Z. THE SEAL ON ) MIS DRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGYyalterFinn, P.E. D U R . F A C . 1.25 FROM K G S Alpine EEng1rmed Praduas, Inc. RESPONSIBILITY SOLELY FOR IHE TRUSSCOMPOSENTDESIGNSHOWN. THE So ITABILITT AND USE OF fills IloinesCily,Fl. 33844 CWGNfkTLFOR99ANIEPARICU AR BOIL DING IS IHf RESPONSIBILITY Of THE 00 LOING DESIGNER, PER NO.22839 SPACING 24.011 10-03-203 9:52AM FROM P. 1 CITY OF SANFORD IsEn= APpLICA71ON Permit # : Off' + 6 v' Date: Job Address: ,5gH-nnn i ,k ,) t, _ (aQ Description of 'Work: Historic District: Zoning: 'Value of Work-.MMOM ewV'© q. PermitType: Building Electrical _ Meohtfnical Plumbing Fire SprinkledAlarm Pool Electrical: Ncw Service - # of AIriPS Addition/Alteration Change of ServiceTemporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cala Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines. # of GrasLines Plumbing/ New Residential: # of Water Closets plumbing Repair -Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for ofiter than X) Parcel p: _ Owners Name & Address; Attach Proof ofOwnership & Legal Contractor Name & A rd_dressg: /J/It /7`da "y -Ze eLl e r• Wit.. ,. 1j eg ''-XzweeTiq, ZV:.= L-CS--.lLr,y.--,=— 2 State License Number Phone & Fax; 410 1%', f Phone: Bonding Company. Address: Mortgage Lender: Address: ArchitteVEngineer: Address; Phone: Fax: Application is hereby made to obtain a permit to do the work and installation$ as indicated. I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbepertormadtomeaStandardsofaillawsregulatingeonstruCtiooin %his jurisdiction, I understand that a Separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicalle, lswn regulating constructionandtoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OP COMMENCEMENT MAY RESULT IN YUU)t I'AYIN(l TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDRR OR AN ATTORNEYBEFORE, RECORDING YOUR NOTICE OF COMMENCEMENT, N- QZfZg: In addition to the requirement; of thispermit, there may be additional restrictions applicable to this property that nluy be found in the public records of thiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is Yerification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Siguature of Owner/Apenr Print 0wncdAgan11s Namc Signature of Notary -state of t Iorida Owncr/ Agent is .....,Personally Known to Me or Produced I D APPLICATION APPROV60 BY: Bldg: Initial & Date) Special Conditions: Signnwre of Contiactor/Agent hate Thomas Ward Print <: o Signfor/ Age. nts NameDae "ereofry- Sutcorr d 'ate,/ f" BonnyG Logan My Commission DD201551 Contractor/Agent is - r'ersonally Known to Me orilKi Expires May 17 2007 Produced ID Zoning: Utilities: FD: initial & Date) (Initial & oute) (initial & Date) rerm,64w,"— d y-, J0 Address: Datriptioll of WVA, Hilitork, Distrier, -- CM UP frA"01W MIXMn AYP13QN7JQJN t-.o (/ Permit Type- building_ Electrical Piwattir4_ FiTeSpriDkier/Alarm FMI, Elecirkst: New Service — N of AW s A&jkkWA1kration . 41 flange of- Urvift — TerWor&y Pole,. MOtimnitsk! Non -Residential Repels "mxW New (Duz Layow kF-cw C4"Requirtd) PlunlblW Now Comllnercial, # of fi,1WM 9 of wasa A Sewer DIM N of Go Linn Piumbluotw Residential: # of W06"00sets Plarawas Repair— Residential or coomweW Occupancy Type: Residential Commercial hAirarifil Total bqvmr* Footag*: Construction Ty!w: #of Stories: # of Dwoulat Witt: Flow 7AM*: (FEMA form rocmired rot- atit, timrj. x) Parcel N: Attach Froofiif Ownership A Legal Description) Owners Name & Address: Phone: Contractor Name &Address:tk.JAL VLJ CM - M Q=QD1=WoutiLleteseNvmberjRU- eW Phone AFax: ARMARA0^Aq P' 4-n Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer': 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 cornmen(4d prior to the issuance of permit and thatallworkwillbeperformedtomeetswxWdirofaillawsregulatingconstructioninthisjurisdiction. Jundentbric! that* separate permit must be secured rot ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FUPVACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S,AFFIDAV A certify that all of the, foregoing information is accurate and that all work will be done in compliance with all applicah)(.- iN ws yrpd;tting construction and zoning. WARNINGTOOWNER,, YOUR FAILURE TO RECORD A NOTICE OF ENC ENT MAY RESULT 119 Yo r I IT, TWICE FOR IMPROVEMENTS TO YOURPROPERTY. IF YOU INTEND To OBTAIN FIN A CONSU WITH YOUR LENDEROR A)-J ATTORNEY BEFORE RECORDING YOUR NOTICEOFCOMMENCEMENT. Z, NOTIC : In addition to the requirements of this permit, there may be additional restrictions pl to, is pr that be f nd in the publi records of this county, and there maybeadditionalpermitsrequiredfromothergovmentalentitisuchtdicts, sts agenci(s, or fr. al agencies. Acceptance of permit is verification that I will notify the owner of the p petty oft requi nda L Law, FS 713 Signature orOwner/Agent Date i Signature of Contactor/Agent Date P titAgent's Print Owner/ Agent's NamecontractorNamemeASignatureof Notary-Staie ofFloridaDateSignatureofKo_-\--Staie of Florida Dat e Owner/Agent is Personalh Knox n to Me or ('onlractor/Ave-.i:sj llersonai.\ Known to Me or Produced aProducc-C.D APPLICATION APPROVED BY: 131(1g: ww Zoning, Lit ::,s J:D: 111al & Darr) I (initial & Date) InAtial & Dal, M IRINDA C. TURNER ndmons: arEXPIRES: Jung 14,2007 e Bonded Thru Notary Pubkthiderwrijors 6-06-203 7 : 09AM F kUM 1 0"•rat. I,1 .. .•gJr w.+Mr<!n:•ra+7:, ";OK'N.gnnr: w••. :,.,.. •...,,,.>. CITV OF SANFORD PERMIT APPLICATION Permit #: Job Addrl Descriptie Historic District: Zetting: Value of Work: S P4rmilTYRO; t1ulldi0:, Elctatical . Mechanical Plumbing Fire Sprinkler/Alarm Pool fletfFrjVAI N$WI14fVli's4—#of AMPS Z Addition/All4felion Chanwo of Service TempotUryPole c-" Mee aMaa! QesitLluuial Non•Resi -6111 p plaeerr#ent Ntrw (Duct WOW & EneMgy C41c• Requited) Plumbing/ New Commercial: # ofFixtuTos # of WatcT & Sewer Lines # of Gas lines Plumbirtr/New Residential: # of Water Closets- Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: ,_ N of Storiet: to of Dwelling Units: __ hood Zone: , (FEMA form required for other than X) Parcel M: (Attach Proof of Ownersahip & LIDescription) too Ownttra Name tit Ad real: T' M t I /) ,n A n ,+ 4-f -3 -2`& Phone: (402 oZO t7 Contra tar Name& Address: S- .l u.r -t 1 —. —y 7 StateLicenseNumber ri2 `Y Contact Perron: _ 4!SGL Phone 7 7J ZI '"( Bonding (:nmpany: . Address. _ ...... _ Mortgagt Laadw. _ Address: ArcYittetlEngineer: _ Phone. Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wink or installation has conuntnced prior to the issuance ofapermitandthatallworkwillbeporfannedtomeatstandardsofonlawsregulatingcorswctioninthisjurisdiction. I umdcrsnnJ that >, sepantc permit mustbesecuredforELECTRICALWORK. PLUMBING, SIGNS, WELLS. POOLS, FURNACES, BOILERS. HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AEFIDAV iT: I aertiry that all of the foregoing information L` accuse and Out all worn will be done in compliancy with all applicable laws regulating construction andconing. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCBM ENT MAY RESULT IN YOUR PAYING TWICE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT Wi M YOUR LENDER OR AN ATTORNEY BEFORE R6CORDINO YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements Of thin permit. theft may be additional restrictions applicable to this property that way be found in the public records of this county, and that may be additional permits required from other govommte,ul enatiea such as w,tar management districts, state agencies, or federal agencies. Acceptance of permit is veritication that I will notify the owner of the property of the requirettion Florid Law, FS 13. Signature of Owner/ApentUulc Signature of Conttyctor/Aucnt Date Print Owner/ Agent's Name Y 'nt Cunmctor/Agent's Na Signature of Nutary•.$ral¢ of flnnda Hato $ittnaturo of l.'uta etc n F F'londru-Uu lc w,Ief/ A tlCnl IS „ _ Pcrivnimy Known It) yid er (.!QWnetnr/A;cna is = VdW.113 ly Known Iv Mr ur PruduCs8117 _ Prt+ duccd 11) ..... APPLICATION APPIIOVED HY: Illdg: r.— _... Cooing:.... Ulihous: h)itial b Dees) (Initial & DIe) (Initial +` Dale) (Initial ti Ditr) ipecial l,anditinrrs: ..__.._........ ._._ __...._ ...' ._ _ ..... .... ... ___ ._ .• Marie A. Zettlembyer fit)=_ Commission #DD221380 Expires: Jul 15, 2007 Bonded Thru Atlantic Bonding Co. Inc CITY CIF SANFORD PERMIT APPLICATION Permit Date: Z iOJ'J- Job Address: _ J i Ton A k13 G Description of Work: .,,•,%, Historic District: Zoning: Value of Work: b r.3 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm fool Electrical: New Service - # of AMPS Additiott/Alteration Change of Service 'temporary Polc Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines -.01 - Z. Plumbing;/New Residential: # of Water Closets 12 Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood "Lone: (FEMA form required for other than X) Parcel N: (Attach Proof of Ownership & Legal Description) Owners Name & Address: t .- Phone: Contractor Name & Address: ADVANTAGE PLUMBING, 'State License Number: F ` tir l Phone & F6t O. Box 6520027 ContactPerson: _//.G C" t t Phone: Bonding Company:447) 366.3994 ADVANTAGE PLUMBING, Address: Mortgage Lender: Address: Architect/ Enginver: Address: Phone: Fax: 0. BOX 620027 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 perfonned 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, ctc. OWNgR' S 6FFID&VIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the propcny of the requirement f FI r w, FS 713. Signature of Owner/Agent Date Signature of Conti br Agent at d Print Owncr/Agent's Name Print Contractor/Agent's Nam It k. I 'Ziy Signature of Notary -State of Florida Date Signature of Notary-Statc of Florida Date p yyMpARTHA Y. HALL Owncr/ Agent is Personally Known to Me or Contractor/Agent is. tersonally Kno.VJ'1l+IL??Ublteo Stet@ of Florida Produced ID u Produced ID _ MM COMM. M. exp. Feb. 1y 2008 Comm, No, DD 260139 APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning;: Initial & Date) Utilities: FD: Initial & Date) (Initial & Date)