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316 Appaloosa Ct - BR04-000920 - SFR
I PERMIT ADDRESS A w- 10-4t Oft CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 C13C 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # • Ot ao DATE PERMIT DESCRIPTION L PERMIT VALUATION -8 a 366 SQUARE FOOTAGE 01117) d 3 m City ofSanford Certificateof Occupancy This is to certify that the building located at 316 Appaloosa Ct for which permit number 04-920 was issued has been completed according to the plans and specifications filed in the permit, to wit as a New Single Family Residence 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 Date Conditions (if blank, no conditions apply) Building: T. Liles 06/21 /04 Engineering: D. Sweet 06/24/04 Public Works: R. Buckner 06/24/04 Utilities: R. Blake 06/24/04 Fire Department: Zoning: Q 3v D D RHorton -'`^^ 06/24/04 Property Owner Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE **** DATE: 6/21/04 PERMIT #: 04-920 ADDRESS: APPALOOSA CT CONTRACTOR: D R HORTON PHONE #: 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. ev 7 / / 7? v as /,/-o ass' /S U=G`' • ngineering Public Works Utilities 7 04 D.Swc* Fire 61&410¢ N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 4" CCERTIFCATT..,;0F0. UPANC. REQUESTFORFINAL INSPECTION SINGLE FAMILY ' RESIDENCE IT. I l 4920 - 0 ' JPERMlT-`#'V',--`-` T., N't yr,, 3j ADDmg- APPALOOSX-CT 'e- CONTRACTOR: ' D R; HORTON'. A"N" z kp, g MARK-``40 X", ZTb h pj eas I or approv 1'n L wp— 0 or jv ld R% 4"; S= 0. CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIOl ' a SINGLE FAMILY RESIDENCE **** +— e DATE: 6/21/04 a a PERMIT #: .. 04-920 " 0 ; S cVcc " o ADDRESS: WAPPALOOSA CT `• "c a CONTRACTOR: D R HORTON Cr ; PHONE #: 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. Engineering Fire N/A Public Works OZoning N/A tilities OLicensing N/A l oil CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 6/21/04 16:56:17 Location ID . . . . . . . 251265 Parcel Number . . . . . 18.20.31.-0000-1300 Alternate location ID . . Location address . . . 330 APPALOOSACT ` Primary related party . . Type options, press Enter. 5=-View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES Free -form information LOT 130************* SW DEV FEE $1700.00 WA DEV FEE $650.00 BP03-2622 PD 10-8-03 SEE REC#6005 3/4" WA METER SET FEE $190.00 PD 10-8-03 REC#6005 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY ,.,-µ.- O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM / Expires December 31, 200r o T ELEVATION CERTIFICATE' Important: Read the instructions on pages 1- ! SECTION A - PROPERTY OWNER INFORMATION— Falnsuranoe Comm Use: BUILDING OWNER'S NAME I Policv Number BUILDING STREET ADDRESS (Including Apt., Unit, Suite, andfor Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number316APPALOOSACOURT CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 86, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, N necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): tf° - A - ##.##" or ##.###W) NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION anu , ,vn,rti u vwvnvnnn ivurv rt tlL. WUN I T NAIVE 133. STATESEMINOLECOUNTY120IE9T9SEMINOLEIFLORIDA er. HKIVI PANEL B9. BASE FLOOD ELEVATION(; 65. SUFFIX B6. FIRM INDEX DATE EFFECTIVE)REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth offlooding) E 4117195 1 4117/95 1 A 1 24.6 1310. Indicate the source of the Base Flood Elevation(BFE) data orbase flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate theelevation datum used forthe BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in aCoastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations arebased on: Conskdm Drawings* Building Under Contuction" 0 Finished Constnxljon A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. Ifno diagram accurately represents the building, provide asketch orphotograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (witty BFE), AR, ARIA, ARIAE, ARIA1-A30, ARIAH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert thedatum to that used for the BFE. Show field measurements and datum conversion calculation. Use thesoace ornrided orthe Comments area of Section D orSection G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes 0 No a a) Top of bottomfloor (including basementor enclosure) 29. 1 ft.(m) 2 b) Top of next higher floor NIA. ft.(m) o c) Bottom oflowest horizontal st u ral member (V zones oily) NIA. o d) Attached garage (top of slab) 28. 6 fl.(m) a bWoe) Lowest elevation of machinery ardorequipment servicing the building (Describe in a Comments area) a,Ulm) i o f) Lowest adjacent (finished) grade (LAG) 28.2 tt.(m) z' o g) Highest adjacent (finished) grade (HAG) 28. 5ft.(m) rn h) No. of permanent openings (flood vents) within 1 ft. above adacent grade 0 o i) Total area ofall permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) r4 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, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U S. Code, Section 1001 CERTIFIERS NAME: DAVID M. DEFILIPPO LICENSE NUMBER: 5038 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE10MN. ORLANDO AVENUE, SUITE B WINTER PARK FL 32789 DATE 6/18/04 407) 426.7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For InsuranceCwpanyUse: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. Porrry Number 316 APPALOOSA COURT I i CITY STATE ZIP CODE I Company NAIC Number ISANFORDFL32771 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. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Sew C must be completed. E1. Building Diagram Number,(Select the building diagram most similartothebuilding for which this certificate is being completed — see pages 6 and 7, Ifno diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check ore) the highest a*icent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 4 the next higher floor orelevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjaoent grade. Complete items C3.h and C3.ion front of form. E4. Thetopofthe platform of machinery andlorequipment swAcing the building is ft.(m) _in.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, ifavailable). E6. For Zone AO only: If no flood depth number is available, isthe top of the bottom floor elevated in accordance with the communitys 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 owners authorized representaM who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without aFEMAassued or amnunity- issued BFE) or Zone AO mustso here. The statements in Sections A, B, C, and Earecorrectto the hest ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The locafof dal who is authorized by taw or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable itern(s) and gnbelow. G1. The information in Section C was taktA,from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to elevation infomk*n. (Indicate the source turd date of the elevation data in the Comments area below.) G2. ElmAoorrunnity official completed $ectK&, E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) orZone AO. G3. The Vi wing information (Items G4 9) is provided for community floodplain management purposes. ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY 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 atthe 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 86, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.H.I. TITLE OF IFLORIDA, INC. FIDELITY NATIONAL TITLE INSURANCE CO. DONALD J. GUENTHER FIRST HORIZON HOME LOAN CORP. NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. LOT 87 OF PENNSYLVANIA 1"=30' GRAPHIC SCALE 0 19 30 jy 60.00' g S89'35'18"E 1 S9000'00"E 1 2rT5.00' 1 1I LOT 86 1I 1 0.7'x0.7' I S 1' COLUMN OVERE 1 1 p i w I g rLn1fKIgQa ONE STORY oiW a0_ CONCRETE BLOCK A i 0 Cn _I z - rm4LOT85r- FINISHRESIDENCE i i 7 Q V Z ELEVATION-29.07' ' `, p 00 .I H Q 9 1 In 1 jI i11 COVERED 2• " ENTRY 20,0' ti66 I CENTERLINE OF 15.2' O 5.1' t9.Y coLuinN 1 RIGHT OF WAY G/w• r. ONCRETTE 1 A--90'24 42 .,DRIVEWAY ; R= 25.00' _ 1 ry L=39.45' ---- PT i 10' UTILITY EASEMENT •• p-g•00'00" CB-S45'12'21 "W 'i6o ""` R-100.00' L-15.71' C - 35. 48' CB-N04'30'00"E C-15.69' 3 N89 35'18"W PC CENTERLINE OF giv 34.82 RIGHT OF WAY ^ n'ig 42_79' POINT ON 5893598E 362.88' PLAT BOUNDARYtp- PT S 81 - APPALOOSA COURT R--100.0000.Do• P1 A TRACT A" CBNOTE: 50-N85'17'39"W C-14.98' 1, ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 06-17-04 UNLESS OTHERWISESHOWN, 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND, I4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN.100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F..E.M,A, AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BEARINGS SHOWN HEREON ARE BASED ONTHEWESTERLYLINEOFLOT86AS BEING N00'00'00"E PER PLAT. FIELD DATE:) 03-16-04 SCALE: I" = 30 FEET APPROVED BY: SJ JOB N0, ASM43174 IFINAL 05-17-04 VH FORMBOARD 03-26-04 A DRAWN BY: PLOT PLAN 11/26/03 JML SEMINOLE COUNTY, FLORIDA PC 1 6-7(A). of I I I 1 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE JX 24 EXISTING ELEVATION ll CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P)... PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PADCSCONCRETESLAB C CHORD LENGTHPKPARKERKALON R RADIUS POC POINT OF CURVE WINTER PARK , FLORIDA 32789 (407) 426-7979 QFND NAIL AND DISC LB 16393 (06/17/04) FND 1/2" IRON ROD AND CAP LB #6393 (06/17/04) CNA CORNER NOT ACCESSIBLE DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANCENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE 10 IDENTIFICATION POOL POINT ON LINEPCCPOINTOFCOMPOUND CURVE POB POINT ON BOUNDARY ov rvunr r, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA FOR THE Fermin ~ . V t ` 6 Job Address: Description of Wor),, Historic District: Zoning: Vr..' 3 C+Ti OFBtity-- FERMTT AYPLiCrhTTON Value of VV 1 Date: y - 1 S- -0 -/ IN Permit Type: Building Electrical Mechanical '> Plumbing Fire Sprinkler/Alarm pouf _ Electrical: New Service — # of AMPS Addition/Alteration Change of Service TempoPole ltiiechanica> x' Residential Non -Residential Replacement Nero (Duct Layout & Energy Col -,Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lanes # of Gras Lines Plumbing/ New Residential: # of W tef'Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential t'"' Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for c,.tl <.r WFn X) Parcel #: I' ll, 11 (Attach Proof of Ownership & Legal Description) Owners Name & Addrit i i: I If a)Y1 Phone: Contractor Name & Address: , , YR RVATMr.1 L, ATR rf%Vn„ Phone & Fax: Bonding Company: Address: Mortgage Lender: Address. Architect/ Engineer Address: License Number. DMW RUSK) Phone: Fa- x: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior I(, the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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 in cotttp 'ante with all applicat lu Ir.w; rr.Y,J ting constructionandzoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OFF NC EMT MAY RESULT Tl r Y()I J), TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FiNAKING, ONSULT ITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restricti applicabl o `s pro that may be foun in the public records of thiscounty, and there may be additional permits required from other govemment.1 en ' es such as t mans eni districu, t9 e a cir , rn (cdc, nl agencies. Acceptance of permit is verification that I will notify the owner of the property the requir of }l oa Lien Lot 713. A pp Nft{ s zoos Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Personalh Known to Me or Produced ID AI' 1'LIC'A1 ION APPROVED BY. Bldg: Zoning. 1Initial & Date) specia! Conditions: ature bf-C onsactor/Agent Date BURT G. DELLO RUSSO tA Print ontractor agent's Name ' Signature of No_- -State of Florida Date Comraetor/ Ace-.::> " Personai., Known to Me or Produccc . Initial & Daie) (Initial X. Date MIRINDA C. TLIRNER F D: hxtia— 1 & Dat: CITY OF SANFORD PERMIT APPLICATION Permit Date: Job Address: 1 A 0- S ro Wit, , Description of Work, 16ER HIstoric District, Zoning: Value of Work: Permit Type; Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service TemporWry Or . Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cklo, Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential _ / Commercial Industrial Total Square Footage: r Construction Type: ,.# ofStories: —L # ofDwelling Units: ` Flood Zone: (FEMA form required for other than X) Parcel #: Attach Proofof Ownership & Legal Description) Bonding Company: 6446% Address; Mortgage Lender: I'S/51% Address; Architect/Engineer: A, Phone. Address. r l ` 5-2:1 1r Fax: _ <i0• } .. Applicatiop 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 theissuanceofaipermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that it separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELIS, POOLS, FURNACES, BOILERS, BEATERS, TANKS, andAIRCONDITIONERS, etc. QM=S AFFII2ANIT: Icertify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable law: regulaconstructionandIroning, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT, NOTICE: In addition to the requirements ofthis; permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and theta may be additional permits required from other govemmetttal entities such as water ttnanagettmat districts, state agencies, or federal agencies. Acceptance of permit coon tit I will notify the owner of the property of the requit904n-tj Lien kofFloridap4, FS 713, Signature ofOwner/Ag _ Date of Con t Date o,gn curs or rj &r—°t %TN Date i'AP LION L RY PUBLIC STATE OF p1 ORIDr O e /?fi9dlrN`rJ&IPte r OMMISSION NO. DD 34330 134330 Contph111. nown to Me or MY C0111\ ,t 7,SIONII APPLICATION APPROVED BY: Bldj72EA— -L—f% Zoning: Utilities: FD: Initial & Date) (initial & Date) (Initial & Date) (Initial & Date) Special Conditions: D. R. HORTON HOMES Al SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # _` I SUBDIVISION: BA,F.RS CROSSING ADDRESS BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 `SETS OF ENERGY CALLS MANUAL 1/DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS VIATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPE?C CONTRACT 17ri V6 Ct e,- e Limited Power Of Attorney i hearby. name and appoint: Craig Coulton and each agent's of D.R. Horton Inc. i i ti r` i err rr. To be my lawful attorney in fact to act for me and apply The Building Dept, of; C I tj i7; Gay) r, For a residential permit for work to be performed at: Lot # G Subdivision : Us i Address: And to sign my name and do all things that are necessary to this appointment. Richard B, Ladd OBC055300 Contractor State Registration Number Signature of Contractor This foregoing inst mant was acknowledged before me this: Date: p By: Richard B. Ladd ( Contractor) Who is personally lovJn to me, State of F County of OFFIrIAIrC i. PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION' r'K-11 ULY 26,2006 Notary Seal CITY OF-.SA.NFORD P.O- Box 2847 SANr, 6AD, P'X, 32772 PHONE u (407) 330,5630 VrfN FAX iE (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NA,M`E) NAME, T"*)_Q SERVICI'. ADDR ESSS M.A11.,1NU ADDRESS , , pZ TURN ON DATE ZIP 3 SINGLE FANgLY RESIDENCEMULTI -FAMILY RESIDENCEWrp-- f A COMMERCIAL WORK# SOCIAL SECURITY## NA HOME## (\}-R OWNER OF PROPERTY I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. 1 AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. DATE DEPOSIT AMOUNT $' APPLICATION FEE $ CUSTOMER## OTHER FEES $ LOCATIONf# LAST BILL. READTOTAL $ THIS READ -------------- CSR DAT(= FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200E Important: Read the lnstruc0ons on pages 1. 7. SECTION A - PROPERTY OWNER INFORMATION For Imma ComTww Use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or 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 86, 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: 0 GPS (Type): W - ##.#W' or ##.#####° NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3, STATE SEMINOLE COUNTY 120189 SEMINOLE FLORIDA B4. MAP AND PANEL 07. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNEIREVISED DATE B8. FLOOD ZONE(S) Zone AD, use depth of toft) 120 4 E 4117195 4117/95 A 24.6 131 U. IndM the source of the Base Flood Elevation (BFE) data or tease flood depth entered in B9. FIS Profile FIRM Commun4 Determined ED Other (Describe): NEALHILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the bulkino Iccated In aCoastal Barrier Resources Svstem fCBRS1 area ar Olfarwise Prnterind Area tOPA1? I-1 YPc M Nn t7Asim;em nain C - BUILDING C1. Building elevations are based on: ® Co Wruclion Drawings" Building Under ConstnEW Finished Construction A new Elevation Certificate will be required when construction ofthe buikting is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich this certificate is being canplel ed - see pages 6 and 7. ti no diagram accurately represents the bufiatrxg, provide a slctch or photograph) C3. Elevations — Zones Al -AK, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, ARIAH, AR/AO Complete Items C3.-a4 below according tothe building diagram specified in Item C2. State the datum used. 9 thedatum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Shaw field measurements and datum oonversion calculation. Use the space provided orthe Cornments area of Section D or Salon G, as appropriate, to document the datum conversion. Datum ConversionlCornments Elevation reference marls used _Does the elevation rebenos mark used appear on the FIRM? Yes 0 No o a) Top of bottom floor (including basement or enclosure) 29. Qft(m) o b) Top of next lion floor NA. ft.(m) o c) Bottomoflowest horizontal shicurdl member (Vzones only) WA . R(m) o d) Attached garage (top of slab) WA. J(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Cornments area) NIA. A(m) o f) lowest adjacent (finished) grade (LAG) WA . ft(m) o g) Highest adjacent (finished) grade (HAG) WA R(m) o h) No. of pemmanent openings (flood vents) within 1 fi. above adacent grade Q o ) Total area of flood vents) in C3.h 0 sq. in. (sq, an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. I certify that the Information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may bepunishable by line or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 N TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. t+ ADDRESS CITY STATE ZIP CODE 320 E. SOUTS*MATE.1 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 1- i I A k& k )v kya 12/1003 (407) 426.7979 FEMA Form 81 -31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. ForInsmnce CmV" Use., BUILDING STREET ADDRESS (Inc uft Apt, Unit, Suite, andorr Bldg. No.) OR P.O. ROUTE AND BOX NO. Po&.y Nwnber OM LUSITANA WAY CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR. ENGINEER. OR ARCHITECT CERTIFICATION (CONTINUEDI Copy both sides ofthis Elevation Certificate for (1) communityofficial, (2) insurance agentloanpany, and (3) buildingow m. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL Ej Check here Kattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) ForZone AO and Zone A (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate Is intended for use as supporting information for a LOMA orLOMR-F, Section Cmust be completed. El. Bulkfing Diagram Number _(Select the building diagram most similar to the building for which this certificate is being oarrpl W -- see pages 6 and 7. Ifno dagram accurately represents the building, provide a sketch or photograph.) E2. The top ofthe bottomfloor (including basement or enclosure) of thebuilding is t(m) _In.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, I available). E3. For Building Diagrams 6-8with openings (see page 7), the next higher floor or elevated floor (elevation b) of the bulking is _ t(m) _in.(cxm) above the highest adaont grade. Complete items C3.h and C3.i on front ofform. E4. The top of the piatfom of machinery and/or equipment servicing the bulking is _,, ft(m) _m.(an) above or below (check one) the highest adjacent grade. (Use natural grade, If available). E5. For Zone AO only: If noflood depth number is available, is the top of the bottom floor elevated in accordance with the oommunitys floodplain management ordnance? Yes No Unknown. The local official must ce* this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property ownerorownWs authorized representative whocompletes Sections A, B, C (Items C3.h and C3.1 only), and E for ZoneA (withouta FEMA4ssued orconxnunity- issued BFE) or ZoneAO must sign there. The statements in Sections A A G and Earecorrectto thebestofmykvdedge. PROPERTY OWNER'S OR OWNER'SAUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS El Check here Ifattachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance toadminister the community'sunity's floodplain management ordnance can complete Sections A, B, C (or Q, and G of this Elevation Certificate. Complete the applicable items) and sign beloro, G1. The information in Section Cwas taken from other documentation that has been signed and embed by a licensed surveyor, engineer, or architect who Is authorized by stele or local law to certify elevation information. (Indicate the source and dale of the elevation data in the Comments area below.) G2. A community official completed Section E for abuilding located in Zone A (without a FEMA-issued orcorrmnity4ssued BFQ orZone AO. G3. The following information (Items G4-G9) is prnrlded forcommunity floodplain management purposes. G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as but t 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 ifattachments FEMA Form 81-31, January 2003 Replaces all previous editions PLOT PLAID DESCRIPTION: (AS FURNISHED) LOT 86, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINO[LLEE COUNTY, FLORIDA PC 0T 86 CONTAINS 6472 SQUARE FEET t 1 THIS STRUCTURE CONTAINS 2190 SQUARE FEET t TOTAL CONCRETE 570 SQ. FT, t TOTAL SOD 3712 SO. FT, t 1 oIn LOT 87 1 1 1" = 30' 1 GRAPHIC SCALE.. I 0 15 30 B 60.00' S89'35'18."E 1 s9o00oo•E 25.00' 1 LOT 86 1 DRAINAGE TYPE A 111N 1 t 5.1' 15.2' Q it29.7'a Y ,. o PORCH. 10.0•: 1 Q 3 i LLI ZW p 39.7' I z O. O i O I Q ai a- O PROPOSED 1 Op in vi O p 1749 In FINISHED FLOOR1p59.3, 1 w 1 > d DO Chi o oz J 85 O ELEVATION-29.0 OLOT Z Q J I i I o V) 1 COVERED i I OENTRANCE-20.0 I ee CENTERLINE OF 1 Is.T 15.2' I RIGHT OF WAY A= 90'24' 42' R=25.00' 76 . 1r ---'-- PT L=39.45 9 UTILITY E .S MENT O 6-9'00,00" I R-100,00' CB=S45'12 21"W :;,; C=35.48' :3N89'35'18"W PC C-15.69' CO "E ol+ 34.82' W CENTERLINE OF $ b u RIGHT OF WAY IN nr$ 320.09' I ^PT N 589'35'IB"E _ _ _ 42_79_ - PC _ \ S-a EVIEWEDPOINTON362.88' [- fiw, PLAT BOUNDARY PC ae•35'la^ r APPALOOSA COURT Rm100., la-CI 1 Y OF SUFMD R PREPARED FOR: „ R 100.0 TRACT A -Na517 39"WDRHORTON50' RIGHT OF WAY CB C-14.98' BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' SIDE STREET: 15' I1. 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. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 86 AS BEING NOO'00'00"E PER PLAT. FIELD DATE.-) SCALE: 1" = 30 FEET APPROVED BY: SJ JOE) NO. ASM43174 DRAWN BY: LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB RIGHT OF WAY LINE POL x PROPOSED ELEVATION PCC POC PROPOSED DRAINAGE FLOW ORPD CONCRETE a L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PCPRMPERMANENTREFERENCEMONUMENTpC PCP PERMANENT CONTROL POINT PRC P) PER PLAT PT M) MEASURED TYP CALC) CALCULATED A/C FND FOUND CBW C/W CONCRETE WALK RP 45/W SIDEWALK R CONCRETE PAD CSPBPLATBOOKCPGSPAGESR/WT SO. FT. SQUARE FEET MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUSCONCRETE SLAB 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. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, 32801 (407) 426-7979 LLIAM R. MUSCATELLO JR. PSMy4928 DATE 0 PEA Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number EZ11 Name —D.-. Address C City/State/Zip- Phone & Email INSTALLATION ADDRESS., Quarterly Payment Amount ' First payment due on the Install Ann versary 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 Clty/State/Zip Phone & Email SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED;`-r- DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will. warrant the structure($) 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 $1,000,000. Apex may chemically treat the affected area of the property at n'oadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN , AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENGOVE%g'NE RELATIONSHIP OF THE PARTIES, T SHALL Apex Representative Signature Date ustomer or Agent Signature- DateApexPestControlInc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and re ulations aallapplicablerecommendationscontainedInliteratureprovidedbyDowElanco; g , nd ' 1. install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure($). 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 Increasedtermite activity noted at the Stations b, any addition or removal of Recruit* of Recruit* termite bait; and c. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. TheCompanywillextendthisServiceCommitmentfollowingtheoriginaltwelvemonthoblianon. PretreatmentIlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandcTheon t Sentricon agreement forIgWerquarter (3mo period) ditiona of this the fifthyear, and each year thereafter Apex reservesptheabl ht to revtsertheethe previous monitoring per year, ' pgquarterlypaymentamount, not to period. exceed 10% The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to ma batted free fromanyfactorscontributingtoinfestationsuchaswood, trash, lumber, direct wood soil contact standing under pier typestructure, or as noted In "Special or Additional Comments". maintain the area( s) eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or othe ' water. . Them the rootalsoagreestonotify. Apex of and the area(s) baited. At no time will damage caused to an Insect infestation, betheresponsibilityofApexInareaswhereanyofthe conditions describedrwise Into, onto, or under'. y portlon(a) .of the Structure($),. even by an activa wood destroying. of Apex toalerttheCustomertoanyoftheaboveconditionsdoesnotalter'the Customers responsibility In thisParagraph exist. Failure. ' DISCLAIMER: COMPANY DISCLAIMS ALL OTHER yy under this paragraph, INCLUDING STATUTORY W WARRANTIES WHE'R, EXPRESS MERCHANTABILITy', FITNESS F PCIF'ICALLY DISCLAIMS ANY . OR IMPLIED; FUR?HER, COMPANY HAS URPOSE, OR W FLIED WARRAINTES, OF SERVICE PROVIDED HEREUNDER T RMATION OF FACT OR PROMISE OF WORIMANLIIfiI SFRVICI' Customer expressly waives and releases aTnyc a1ms In anyawI'sEuD OR tO RELA'IIG TO THE PRODUCT OR' . negligence, torts, personal Injury, death, violation of any statute, rule, or re UNTED TO AN E 'RESS WARRANTY,, trstdon or otherlegalproceedingagainsforcompensatory, titctdental, consequential, exemplary, regulations loss of use, diminution of value, economic, event shall Apex beliableforanyamountgreaterthatamountplaidbythe Custome r special damages If any kind, and in no r to Apex fortheservicetobeperformed. p SENSITIVITY/PHYSICAL,; FACTORSt Customer understands and agrees that (1)I1 is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatment may have and (2)lt Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy orsensitivityconcerningodors, dust, pollen, respiratory Illness, or other condition that may be activated or exaterbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that ths,general terms and conditions are hereby made part of this contract and apply without exception. 11 DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands than All components of the Sentrlcon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, -other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco. or. Its raprwentativo are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition, 3. It Apex, for whatever reason, ceases to represent or to be authorized to represent, the Soatrlcon" System a. Apex willt (I)so notify the Customer; (2)offor Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(notet Conventional "liquid barrier" method of termite control may not offer an effective means of controlllng' 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, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different. form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;, ($)retrieve, or advise DoivEianco'or Its representatives where toretrleve, the Components from the Customer's premises; and b, the Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the promises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Strueturo(s) Identified herein as of the date of the Initial Installailon. Prior to; (1)the Structures) being structurally modified, altered, or otherwise changed or; (2) to any •termlticldo being applied on or close tothelocationofanyStation, or; (3) soil Is removed or added around the foundation, or; (4) any tampering°of baiting equipment or suppliesoccurs, 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 foe DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance 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 perforated except those damages resulting from gross negligence on the part of Apex. PAYMENTIDEFAULT, 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 cumulative, and (2) Interest shall accrue atthehighestrateallowedbylawduringtheperiodofanydelinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred byApex, whether or not suit is brought. VENUE/SEVERABILITY, Venue for any and all legal proceedings shall be In Brevard County, Florida, If any part of this Agreement isholdtobeInvalidorunenforceableforanyreason, the remaining terms and conditions of this Agreement sheffect, all remain in full force and. 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. DISCI AIMERICONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex Is provented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysintransportation, shortages of fuel/or materials, sttikes, Apex disclaims any liability for special, Incidental, or consequential damages. embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex, This Agreement does not cover and Apex will not beresponsiblefor; (I)termite damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grado alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; ($)areas of existing damage unless areas have beenrepairedbyCustomer's evidence of receipts. ARBITRATION. Not withstandlttg any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the d4puto to the least expensive procedure of arbitration In accordance with the rules and procedures fotcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganlzatlon, and in accordance with and subject to all' thf' provisions of the Uniform Arbitration Act as In force in the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, stsee, Theproceedingshallbegovernedbyonearbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or It; designee, The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wiibefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Indivldual'baslsandnotaclasswidebasis, Apex shall recover all foes, costs, and attorneys fees assoclated with the arbitration proeeedin'geENTIREAGREEEMENT. The sarvles Agreement signed at the time of purchase constitutes the entire Agreement between the parties an; no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or, after 36 (thlrtysix) months from the Initial date of installation, terminate this Agreement and brelievedofanyliabilityhereunderIfApexdetermines, in Its sole discretlon, that it is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity, Partial refunds may be made under the discretion ofApex pest Control InceNOTICEOFCLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writing tTheApexCorporateOffice, Apex Is only obligated to perform under this Agreement if the Customer allows Apex access to the identifiePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to ro•inspaction, whether the Inspection was Identirequoto bytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY, This Agreement is assignable by Customer for a period of 1 (one) year from its effective• date. Initlal12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex After t within h thirty) days of the transfer of the treated Property. Trxdemerk of DowElanco Brevard Area 508 S pfumosa St. Merritt Island, FL 32952 407- 459.2847 80a929. 2847 Orlando Area 7006 Stapoint Ct. #G Wtntsrpark, FL 32792 407. 85&0540 88- 764.2847 Tampa/ Sarasota Area 314 FauIkenburg Rd N Tampa, FL 33510 813. 221.2847 877- 459.2847 CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT 0 1. Two (2) recent boundary and building location surveys showing setbacks from All structures to property lines for permit for structures (not fences) 0 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: 0 a. Foundation plan indicating footer sizes for all boaring walls. Provide side viow d-otails of these footers with reinforcement bar replacement. 0 b. Floor plan Indicating interior wall partitions and room IdentifIcation, room dimensions, door, window, anWor opening sizes, amoko detector, location(s), landings, docks and stairs. Bathroom 1lxturos and distances from walls are to be shown. Note the Stato of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) 0 C. Elevations of all oxtorlor wills, east, crest, 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 a Framing plan for floor Joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. 0 f. Engineered truss plan with details of bracing. Enginoorod beams for spucing openings to carry and support trusses. 0 9. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. 0 h. Square footage table showing footages: Garagw/Carports 43 S.F. Porch(s)/Entry(s) IS.F. a Patios) S.F. Conditioned structure S.F. Total (Gross Area).,..S.F. C 3. Three (3) sets of completed Florida Energy Code Forms (Form, 600-A-97) C 4. Soil analysis and/or soil compaction report. If soils• appear to be'unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. C 5. Other submittal Documents: o a. Utility lotter or approval when public water supply and/or sower system connection to be mado. o b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford9 Fl (407) 6654600. e. Arbor permit when trees to be removod from property. Contact the City Englnoor for details ragarding.tho arbor ordinance and permit. 0 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNERIBU LDER 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, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Llntol• tlo boams - columns. cells G. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Sot 10. Framing 11. Tenant Separation / firowall 12. Insulation, walls and/or callings 13. Electrical final, mechanical flnai and plumbing final14. Building final . 15. Other DATE SIGNATURE IIyOwner FrAuthorised tent) IIIII g1 1111i11111I IMiIIY®I rut tuu utua C-f THIS INSTRUMENTPREPARED 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 NARYRNNE NMI CLERK OF CIRCUIT COURT BK 05176 PG 0446 CLERK' S # 2004010990 RECORDED 01I23/M 01,03,00 RN RECORDING FEES 6.00 REWRDED BY S O'Kelley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance withChapter713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of ropertyy: Lot( s) 53, 79, and 89 Bakers Crossing Phase 2, Plat Book 62, Page(s) 97-99, PublicRecorsofSeminoleCounty, Florida General description of improvements: Single Family Dwelling Owner( s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner' s interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety ( if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as providedbySection713.13(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 Section713.13(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 differentdateisspecified): D. F by: Corporate STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of , 2004 byRobertA. Lawson, Assistant Secretary of D.R. Horton, Inc., a aware Corporat n, on&behalfof the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid OFFICIAL TARYSEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 0MYCOMMTrci(')'-7 rvp. JULY26Z% a ignature Notary Seal ctollFlt. i) t: 0 MARYAN14E MOR:SE. eLrRK OF 01RCUI1 OOUR"1 s zj: S2Ar1 k"ir"l Permit p : /J li 7 7 Job Address: _ - 216 l.t GZ MY OF S,kNFORD PERMrr APPLICATION tc: 0 Description of Work: :.' -C r , , s Zer Historic District: Zoning: Value of Work: S _ (r% d 19 oc, 'or-uyy Permit Type: Building Eletrical_ Meehtfttical Plumbing Pire Sprinkler/Alarrn Pool Electrical: New Servioc - H of AMPS Addilion/Alteration Change of Sctvicc Temporary Pole Mechanical: Residential Non-Residendal Replacement New (Duct Layout & F41crgy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plutnbinp,/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial at _ Occupancy Type: Residential Commercial Industrial , Total Square Footage. C onstruction Type: k of Stories: # of Dwelling Units: Flood Zone (FEN1A faro requlmd u;r ot,!:::,an Parcel ,7 T_ / (Attach Proof of Ownership & Legal Description) Owners ,Samv Sc Addraaa: /i n-- - r/tAA- "9 _!5r) ;, eZ4-zi %slit /?`w•>ac ,.' Phone: A Contractor ' Fame & .%ddi tsa: tote License Number Phone & Iax / O ••8i' &{,iaCt Person: 4 -_ Phone: Bonding Company: Address - .._..._ Nlortgag Lcndcr: — Address Arc6ttecvrnglneer Phone. Address. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify the rlq yitj Ir altyllt has commenced prior to .nc issuanct of a permit and that all work will be performed to mast standards of all laws regulating cons try u I . I undcrstund that a %gar-azt omitHurstbesecuredforELECTRIC,.L WOKK, PLUMBfNG, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDi TIONF.RS, etc. S AFFIDAVIT; I certify, that -iil of the foregoing information is accurate and that all work will be dune in compliance with all appucvn r construction and toning. WAR NINO ] 0 OWNER: YOUR FAILURE TO RECORD A NOTICE Or COMMFNCEMF,NT MAY RESULT- IN Y' r I' TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND 1*0 OBTAIN FINANCING. CONSULT WITH YOUR LENDER UK A TTORNEY BEFORF, RECORDING YOUK NOTICE OF COMMENCEMPNT, N JK.E: In addition to the requiremom; of this permit, there may be additional restrictions applicab c to this property that may be found i;, tht oubi;c ht; cour:;y, and there may be additional ;xx,-nrts required from other govcrnrnantal entities such as water management districts, swle agencies, or rcdcrai ngcr.: Acceplancc of permit i, verification the t I -il notify the owner of the property of the requirements of Florida Lien Law, FS 713 SignaRIN of Owner/Apenr Date Slen;itvry of Co itractor A !eat Pnr.: Owneu Agent':. Nnme —_ Prins l: .or .v pn !, :iq vanatury of NutaryState vi ic::da Date Signatvro o! ., ry-Sure of Ivr apt Bonny G Logan a My Commission DD201551 Uwncr/ A'cra Is / + Expires May 17 2007 bt'crsOnd,i. Down to IYIe or Contraelor/Age.n.t ,s A''crnondiN Known w rtlirbr PrvduccdID . r'roduced APPLICn' flUN APPROV60 BY: BldC ^_ _ Zonin;: VuhtiFD. Imual & Date) ( Initial & Dalc) Ilnival D;;c; (inwal & Dare; Sracal Ccndi;: nns' _ _ CITY OF SANFORD PERMIT APPLICATION Permit # : Q-1 0'))-O Date: Job Address: Description of Work: Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing C Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) r Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines b Plumbing/New, Residential: # of Water Closets 1_ 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 other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name &Address: Phone: Contractor Nattflp?1tILiAC PLUMBING, INC. P.o. pax 620027 /+ ---------- State License Number: C. "' ar w I Phone &Fax: 1407) 369-314Q Contact Person: pp Bonding Company: 40027 , Address: OVIEDO, FLORIDA 32762-0027 Mortgage Lender: 4 - 4 ' Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain 4ermit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior u> the issuance of a permit and that all work Will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIQAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable law:.:- i '.,eh1g construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 'Vk)WL , INK." TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER 011, 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 manage districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the require m s of to w, FS 713, MARTHA Y. HAIL Signature of Owner/Agent Date Signature of Contractor/Agentbi 7-T My COMM. exp. Feb. 1, 2008 Print Owner/Agent's Name Print Contractor/Agent's Name 11w, WW Z261311 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is — Personally Known to Me or Produced ID APPLICA ]'ION APPROVED BY: Bldg: initial & Date) Special Conditions: Zoning: Contractor:Agent is Personally Known to Me or Produced ID Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) S—IOb-21 1 s 7 : i0 AM t- kUM w,sa:.o•ra•.•1...•rlfal;Y,4p+,!'r!yt!t+fn:..,.q R•1E9n„I:N... ' '., ..,,. Permit x Job Address: 1 CITY OF SANFORD PERMIT APPLICATION (/ Date: ' Z 3 —0 7 v .Sq - Description of Work:- H6torie District; 7vinipg: Value of Work: S permll TYPO; 044i11 Elieal Mechanical Plumbing _ _ Fire Sprinkler/Alarm Pool ovtrot" tiiyTemPole dditio IAlleruion Change of Scrvixc _,._ p = F K4M:i' youi &Energy CAIc. Required) MeebanttN M IIit(1!p(Iar ,,„, p•ftesi entice) Replaevrnent Now Mo,.,... ; PluMbirij/ i jW C9MM4r0j#: of Fixtures p 01, Water Bc Sewer Lincj. 0 of lµkines Piumblrtl/ lyt;W Fte31410dal: N 91' Water Closets,. I"UWblhg RtiR*- Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Squarp F000ge; _— Conttructlon Ty': M of Stories: p of Dwtt 49 Unite: C lood Zooe^ _. (FEhtA form required for other than x) Attich Prollif UrOwIlershi Q Lc al Doc tton) Parcel x: Ownora Name dt Ad ssa: T` Contra tar Name & Address: 1* 116tv License Numhsf rhouo & Fax: ff 1son4ing (: rmpany: ,,,,._., _. _ _ ....--•--.. Address: Mortga{; e- Addrass Phonr. A rchit tet/E ngi near: — "— Pax: Address: Application is hereby made to obtain a permit to do the work snd installalions a indicated. I certify that no work or installation has comindnced prior to the issuanceofapermitandthatallworkwillbeporforinodtomeatstandardsofalllawsfegulatingcanstructioninthisjurisdiction, I undmand thut k sepanta permitmustbesecuredforELECTRICALWORK. PLUMBING, SIONS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR COND TION'6RS, otc. OWNER' IT: I certify that all of the (oregoillg information is accurate and drat all work will be dorm in compliance with all applieable laws regulating OWNER: YOUR FAILURE TO RECOR constructionrndspningWARNINGTOD A NOTICE OF COMMENCBM1fN'f MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCWO, CONSULT WiM YOUR LENDER OR AN ATTORNEYBEFOREREC'ORDINOYOUR NOTICE OP COMMENCEMENT. NQTiCE: in addition in the requirements of thin Pwrnit, there may be additional restrictions applicable to this property that nvy be found in the public records of thiscounty, and there nruy be additional permits required fmm other govemmemul enritics such as w+ter management districts, state agencies, of federal agencies. Acceptance of pennttis veriticution that I will notify the owner of the proporty of the requircrocnu of oriels w, F 71/ Cal Signaturo uCOwndt/Agcnt t)atc Signuturt 1of'Conttaelot/Agcttll Data Print Owner/Agent's Name Vrinl CtmtraetorlAgunt's Name S( gnature of Nulary.$rolc of Flnrida mite $iGnat rc oft'eta 1'Fionda t)ulc iwnerfnecnt is PcriunAlly Knnwn to Ltd tar (.'v,.iractndAgcni is = Yrr.nnoily Known iv Mc w n( I`Lll"A1'lf>N ANPI(OVGh 11V Illd(;: Initial d; I)sWI (Ihtllal & f)91d% (Initial I)aic) (Irwlial t)Jtc) Marie A. Zettlentoyer CommissionODD221390Expires: Jul I , 2007 y t ltt:itdati t hnrAtlanctc t3:nr'ini;c lore Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 mikmasters.xis PAGE DESCRIPTION _.... DRAWING 0 / REPORT # SERIES INDEX MASTER FILE NUMBER 1 1 JINSTALLATION DETAIL W/ TAPCONS HORZ, SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 . 2 • INSTALLATI DETAIL WM SCREWS HORZ. SLIDING FIN WINDOW FLF-XO028 Jim 3 INDEX - 4 INDEX' ' 5 INSTALLATION DETAIL WAYS 56REWS HORZ. SLIDING FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 r., .. INSTALLATION DETAIL W/TAPCONS HORZ SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS IFLEXOM 11000 IFLEX0020 11000 IFLEX0016 11000,1500 6 2000 6 INDEX , 7 INSTALLATION DETAIL WAYS SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 11000,1500 3 2000 FLEX0018 . 1000 3 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 10001760 IR 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 10001150 & 2000 11 INDEX . 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW MASTER FILE NUMBER 5 JSUDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 IFLEX0021 1000,1760 & 2000 1500,1000 S 2000 13 . INDEX °., 14 SLIDING GLASS DOOR INSTALLATION WITH 98 SCREWS MASTERfILE NUMBER 8 IFIN TRIPLE HORIZONTAL MULLIGAN SECTIONS J DESIGN PRESSURE CAPACITIES FLEX0027 1HMFIVTR 1500,1000 & 2000 1000 11500 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE -CAPACITIES 1HMFLGTR 100011500 if FIN TWIN HORIZONTAL. MULLION SECTIONS IDESIGN PRESSURE CAPACITIES 1HMFINTW 1000/1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000/1500 18 FIN HORIZOrIT AL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES . 1HMFIN 1000 11500 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000/1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFIN 1000 / 1500 21 FLANGE VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES IIVMFLG 1100011500 22 ' INDEX ' 23 FLANGE VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES 11VMHMFLO MASTER FILE NUMBER? FIN TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFINTR 1000 / 1500 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES 2VMHMFLG 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 FLANGE HORIZONTAL MULLION SECTIONS IDESIGN PRESSURE CAPACITIES 12HMFLO 12000 30 " FIN VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 12VMRN 12000 31' FLANGE VERTICAL MULLION SECTIONS I DESIGN PRESSURE 28MIMI, 12VMFLG 12000. i PLANS REIEM/ED CITY OF SANFORD f R Pape 1 or 1 mbm.starsab j A{JTT WINDOWS 6Y FLORIDA EXTRUDERS TEST REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" X 72" SER. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1/2" X 84 1/2" SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE. HUNG NCTL-210-2344-'I 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 OPENINGBYOT..ERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEENV,NDOW FLANGE L WOOD BLICK STUCCO j BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) SEE NOTES) vINDDWHEIGHT PERIMETER CAULK By OTHERS ONE BY WOOD CONCRETE OR BUCK 8Y OTHERS MASmd?Y OPENI) CAULK BETWEEN WOOD iY OTI•IERS TH 1.1/4' KIIaBUCKLNAVY. OPENING BUCK WID BY OTHERS j Mrcsv.T SHIM AS REO'D. D INSTALLATION ANCHOR FLAKE TYPE -1/4• MAX. 3/16' DIA. TAPCON WINDOW FRAME ME NOTES) SHOWN (SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/16' MA. TAPCON 1 SHOWN (SEE NOTE 9) 4 f I MIN. GLASS (TYP.) C EMBEDMENT (SEE NOTES> \ O I O CAULK BETWEEN WINDOW FLANGE l WOOD SUCK PERIMETER SHIM AS REO'D. CAULK 1/4' MAX. BY OTHERSSEENOTES) WINDOW, WIDTH FLANGE TYPE STUCCO 1 WINDOW FRAME BY OTHERS CAULK BETWEENHEADER SECTION B-B MASIS'T.OPENING BY OTHERS BUCKHEIGHT WINDOW HGT. I I K- FLANGE TYPE I WINDOW FRAME SILL WINDOW NTH. ELF VATION VIEWED FROM EXTERIOR V Q I SILL STOOL iBYOTHERS CAULK BETWEEN. VINDOW FLANGE PRECAST SILL 6 PRECAST 'SILL By -OTHERS t j •.. lA IiYW/WULKEN USY ADHESIVE CAULK } OR APRDVED EON. SECTION A —A e 2 12002 TAPCON LOCATION CHART CALL TIP TO ILOCALON IN HEAD LOCATION- IN JAM sou 15FUPTO D I SF TDSIZETIP50psr 022 74 X 26 C.0 CD LJ IJ D23 74 x 33 3/6 C.0 3.C:D.E IJ.K.L IJ.K.L D24 7- x SO 6/6 CZ 3.C.D.E I.J.K.L MJ.J.•(.L D33 I tG6 v. x 33 3/8 B:CJ:: I = ^.D.E U.K.L JJt.I a 1 1 /A % a B:C.C.E 1 A -.0 ._ ? 1 J.K.L G M I K 722 111 % e LG. 1 T23 38 3/6 B.C.0 A C.O.E.F I,J.K.L IJJ.K,LTalit % D.C. 3.C•D.Ef I.J K,L iJ.K.I. M2 A E 1. IJ.K.L M3 120 % R 3/6 B.C.0 : I. A =,0.E.F LJ,K,L IJ.K.L Mt 1 % A.B.C.D.E.• 3.C.D.E.F GJ'1 .J.K 1 J K 6020 72 x2t J 6030 72 x 36 C:D 3.C.D.E U I I.J.K.L 6040 7 c C.0 C.D,E IJ.K.L I ,K.L ea x { 7030 B{ X 36 B:C.O E I 3:C,D.E U.K.L IJ.K.L 7040 94 1 48 1,40C.I. I.J.K.L 3020 96 It 24 9030 96 x 36 B.C.0 9.C.O.E W.K.I.IJ.K.L a B.C.2— A.3.C.DE.F IJ K L C M I J K 90 106 x 2t 0 a: . : IJ.K,L 9030 108 x 36 B. CL I 3.C.D : I.J•KJ. IJ.K•L C C. c A.S.C.D.E.F I K 10020 12D X 24 G a..._ IJ IJ,K,L 1003D I 120 X 36 B.C. _ A.S.C,D.E.F IJ.K,I IJ.K.L 10040 120 x 46 B.C.^ . A,3.C,D.E. I,J.K.L I,J,K•L NOTES: 1) S06M AS REO'D. AT EACH INSTA"1A.10N ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERtk.: ALL.'w-40A ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE Of SUFFIC.ENT LTH. TO ACHIEVE MIN. EMSEDmENT*OF 1-1/4' INTO MASONRY OR CONCRETE. USE SIUCONIZED ACRr_IC CAUL( BEHIND WINDOW FcANOE AT MEAD 6: JAMBS. SILL MAST BE ATTACHES to THE SUBSTRATE WITH VULKEM 116 ADNESNE CALK OR APPROVED EOUAL. H S) USE SRXONIZED ACRYU.- CAu:w. FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF. EXACT WINDOW SIZE S NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY.USTED WITH. NEXT URGER SIZE. FOR T)•.E APPROPRIATE DESIGN PRESSURE RE01. J B 7) CUSS THICKNESS MAY VARY PEER THE REOUIREMEN-S OF ASTIR C1300 CLASS CHARTS. 8) LETTER OEStGNAT10AS ON THE TAPCON LOCATION CART 00CAT" WHERE TAPCON ANCHORS ARE TO BE )NSTAL' 0 WHEN uS.NG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED w.'H (t SCREWS OF SUFFMIE.%' LTN. TO PROVIDE MIN. $/6 IN. EMBEDMENT INTO WOOS BUCK. 10) APPLICATION OF VULKEu I It A:NESNE CALK AT FAME S)LL MUST COMPLY WITH SEALAN' MANIA=r:TAPE?'S RECOMMENDATIONS. 11) WHERE WWDOW IS INS"ALLED m MAjCNRY OPENNG WITH A STRUCTUAL TWO BY BUCK. USE J'D SCREWS OF SUFFICIENT .ENGTH TO ACHiEvE 1-3/11' MIN. EM9EDME)IT AT A* 1NS:ALLATION FAS7ENE4 LOCATIONS. SHEATHING CAULK BETWEEN By CTHERS WINDOW FIN L SHEATHING INSTALLATION ANCHOR r8 SCREW STUC:J OR SIDING By O'..ERS PERIMETER CAULK By OTHERS GLAZING orP.) SEE NOTE 7) E TWO NY WOOD By OTHERS 1/{• MAX. SHIM SPACE S141M AS REWD. SEE NOTES) VINDOV WIDTH TWO By WOOD By OTHERS SHIM AS REO'D. SEE NOTES) P MAX. SHIM SPACE CAULx BETvE:N WINDOW FIN L SHEATHING 1• Mlx EMBEDMENT I WINDOW vIDTH FIN TYPE 24• U.[. 11 VINDOV FRAME { MAx. HEADER 1, (T YP.) A GLAZING (TYPjr (SEE NOTE 7) PERIMETER WINDOW / EQUALLY CAMS SHEATHINGfirGTHERSByOTHERSHEIGHT / SPACE 1 ANCHORS FIN TYPE WINDOW STIX:CO ORWINDOW . (TOP.) FRAME JAM3 SIDING BY INSTALLATIONHEIGHTOTHERSANCHORABSCREW 8 B A 6• NAIL—J SECTION 8-8 24O.C. 6, MAX. (TYPa(TYP FIN TYPE MAX(TTP VINDOV FRAME SILL LEVATION VIEW A EXTERIOR MARBLE SILL STOOL BY OTHERS ° ^^'^ NOTES - PERIMETER j/} fj /v ss}^ l i 1) SHIM AS REO'O_ ADJACENT 70.EACM WSTALrLTNON ANCHC?. MAX. ALLOWABLE SHIM STACK TO CAULKBy OTHERS _ •++ L+z lJ i'A+ if All: 2) ww00W FRAME MATERIAL ALUMwuu ALLOT 6063. A# R/0.# EXTRuDcRS 3) INSTALLATION ANCHOR MUST 8E OF SuFfiCENT LTH. TO A:HILvE MIN. EMBEDMENT OF 1' INTO WOOD FRAME MEMBER. USE SKCOw2E0 ACRYLIC CAULK BEHIND (r.NDOWF;N A: HEAD. SILL t .IAMBS. S) USE SILC(IN12ED ACRYLIC CAULK FOR PEF.wuEaSEA: AAWND EXTERIOR OF WINDOW FRAME. V{• SMA 6) CLASS THICKNESS MAY VARY PER THE R£G-JIREMENTSOF' AS7M E1300 GLASS CHARTS.. NifALLATSPACEMAX. INSTALL INSTALLATION FASTENERS AT 6' MAx" FROM CM.l-ERS AND MAX. 24' O.C. DESIGN ANCNCR sBSCREWW7) PRESSURE CAPAC17Y OF R.'STALLATIONS. w'H ArCHCR SPACING AS STATED. IS 70.0 PS, FOR STUCCO OR ALL AmLAP.LF SIZESUP TO 73' It71' uAx. St NY OTG THERSSHIMAS REO'D. O(SEENOTES) CAULK Kl, wEEN /. J REV DESCRIPTION DATE INI VINDDV FINJI'MIN. INTERNATIONAL, i SrEATMTNGSMEATmMEMBEDMENT7WoBY WOOD FLORIDA EXTRUDERS BY OTHERSBYOTHERSSANFORD, t LO TITLE:INSTALLAT; ON DETAIL u/ $SCREWS SECTION A -A A F-1uno-7 cI rnTr.,c cr.. ,NrAlnni) _ ccotcc r v e 212442 RCPAaED Bf+ PRODyCt t APFLICAftIIN 6— JAC: rm S SHEATHING CAULKW FUHC Dr OTHERS WINSmCATH1NG INSTALLATION ANCHOR •B SCREW Stucco DR SIDOERSOTHERS ERiCLKtCAULx or DINERS GLAZING lvp.) SEE t 1C 73 WINDOW HEIGHT PERIMETER CAULK BY OTHERS I' MIN, HEiCHBEDNt TWO BY WOOD Bt OTHERS 1i4' MAX. WINDOW WIDTH SHIM SPACE CALA-K BETvEEN WINDOW FIN L SHEATHING 1 TWO By WOOD BY OTHERS SHIM AS REO'D. SEE NOTES) T/4• MAX. SHIM SPACE 1• NtN EMBEDMENT SHIM AS REO-J) i BB FIN TYPE SEE NOTES' WINDOW FRAMEe ------ HEADER - OF t WINDOW 14EIGMT FIN TYPE SILL FRAME LESilt MARBLE SILL STOOL BY CTMERS GLAZING (TYP-) L SHEAtHiNGSEENOTE7) I VINDOv v)DTt+ By OTHERS FIN TrPE WINDOW CPERI'ffiER 2'. O.C. FRAME JAMB AIR.IC INSTALLATION MAX. A By OTHERS STUCCO OR ANCHOR log SCREW I (TYP.) SIDING By LIT- OTHERS SECTION B—B EDUALLYSPACE ANCHORS (TYP.) Nr_T e AS REO'D ADIACFI+T TO EACH INSTALLATION ANCHORA—wj 6• MAX. t) MAX. ALLOWABLE SHIM STACK TO BE 1/4-. . 24. O.C. (TYP.) 2) WINDOW FRAME MATERIAL ALLM14UM ALLOY 6063. MAX. (TYP.) 3) INSTALLATION ANCHOR MuST BE OF SUFFICIENT LTH. TO 6• MAX.(TYP) ACtqCvE MIN. EIBEDtENT OF I' INTO WOO FRAME AEM/BER. A) USE VuCCwZCO ACRr.)C CAULK BEHIND WINDOW FIN AT HEAD. SILL k JAMBS. L UATI N S) USE SBJCOta o ACRrJC CAULK FOR PE"HHETER SEAL AROUND MAX.. VEINM X Olt EXTERIOR OF WINDOW FRAAE 1/ 4. . j SHINSPACE 6) GLASS THICKNESS wY VA. PER THE REOU9LE — OF Astu 1 MOO CLASS CrtRTS. r J' " •' + t M II ( A ' )) MSTALL RKTAIUTl). FArF$RS AT 6- WK. FROM CORNERS ate v'-`J'b` ''•'r• AND MAX. 24' O.C. OCS" PRESSURE CAPACITY OF M TM A .,_ I"ji+ A INSTALLATIONS * LE ANCHOR SPACING AS X STATED. 6 70.0 P$F i7. FOR ALL A> >> SIZES L TO t 19' X 49 S/B' title. INSTALLATION I ANCHOR a6 SCREW 11 SHIN A: STUCCO OR (SEE NI SIDIMO by OTHERS CAULK BETvEEI. VINDOW FIN SHEATHING, I MIN L SHEATHING By OTHERS EMBEDMENT TWO B OTHERS VOOD SECTION A -A r!• oRtDAE,u S -- tE0' D.A, ja r iai # H S) r/ REV DESCRIPTION DATE IN1 FLORIDA EXTRUDERS IVTERNATIONAL. INC, SANFORD. FLORIDA TITLE: IWALLA7ION D£TA/.L v/ R8 SC?EwS HOR2. SLIDING FIN WINDOW XOx C.3NFIGt1RATIGN- SERIES 1000 DRAIN BY: BB APPROVED BY: M - C 3 'A012 " DATE: 12/17/01 SCALE: N. T. S. DWG.: FLEX0029 rRErAato n: P"M? a wPLiartoll cltrt[CRING tHc, r!o INtERNAT10MAt PXWr_ WTE 2W. HEATMIOW. *_ORDM 32746 PHH01C AOx 05-"'5 FAA .aT aL5-o)64 4 x CONCRETE OR MASONRY OPENING BY OTMCRS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN 46WINDOWFLANGE i WOOD BLOCK STUCCO J BY OTHERS PERIMETER CAULK W.M. BY OTHERS VINDOVHEIGHT3 GLASS (TYP.) tSEE NOTES) PERIMETER CALLK BY OTHERS CAULK BETWEEN WOOD NG INSTALLATION ANNC.HORNG3/I5• DIA. TAPCON 1.1/4• MIN, EMBEDMENT C 1/4• SHIN SPACE MAX. N)LL MU'LA. FLANGE_ TYPE HE WINDOW FRAME HEADER CAULK BETWEEN V V WINDOW FLANGE VIPRECASTSILL AST SILLADH£SIEKEmCAULK PRBY OTHERS SECTION A —A OR APROVED COL. FA -• A B C D C i q ELEVATION VIEWED FROM EXTERIOR ONE by WOOD CONCRETEOR MASONRY OPENINGBUCKBYOTHERSaYOTHERS BLEK WIDTH) in>E•DKni 1/s• SHIn _. D FLANGE TYPE SPACE MAX. WINDOW FRANC SMIM AS REO•D. JAM3 SEE NOTES) INSTALLATION ANCHOR. 3/16' DIA. TAPCON v RLGID v', 1 GAZING BE D GLASS (TTP.) SEE NOTES) R.N. CAULK BETWEEN' BUCK WINDOW FLANGE IGMT) 1 WODD BLOCK v PERIMETER CAULK STUCCO BY OTHERS BY OTHERS V.V. WINDOW WIDTH) CAULK BETWEEN SECTION 8-8 h Y. OPENING 8Y OTHERS 1) SHQU AS REO'O. AT EACH INSTALLATION ANCHOR, MU. A.LOWASU SHIN STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) WSTALLATIOM ANCHOR MUST BE OF SUFFICIENT LIN. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4 INTO MASONRY OR CONCRETL 4) USE SOLICOPEZED ACRYLIC CAULK BEHIND WINDOW AT HEAD JAMBS. SILL MUST NICHED TO SUBSTRATETM B VULKEM 116 ADN£SnF CAULK OR APPROVED EQUAL 5) USE SKJCOwZEO ACRYLIC cAuLx FOR PERIMETER SEAL AROUND EXTERIOR OF WANDOW FLANGE 6) W EXACT WINDOW SIZE 1S NOT LISTED IN AW-MOR CMART. USE ANCHOR OUANM LISTED WITH NEXT LARGER SIZE. FOP. THE APPROPRIATE DES" PRESSURE REO•D._ 7) CLASS THICKNESS MAY VARY PER THE REOUREMENTS OF ASTM E1300 GLASS CHARTS" a) LETTER DESIGNAT*NS ON THE TAPCON LOCATOON CHART PIKATE WHERE TAPCOM ANCHORS ARE TO BE wSTALLED WHEN USING THE ExTLRIOR ELPJATION AS A KEY, 9) ALL FACTORY APPLIED HOLES MOT DESIGNATED FOR TAKON ANCHOR SHOULD BE FILLED NIITH /a SCREWS OF SUFFICIENT LTH. TO PROVIDE Mo. 5/3 ON. EMBEDMENT INTO WOOD BUCK. 10) APPLICATION OF vULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURERS PECOMMENDAT:ONS. I I) ONE ADDITIONAL FIELD DRILLED 6: INSTALLED ANCHOP IS REVO. IN EACH JAMB ON THE FOLLOWING SIZES: 'D25' (73 7 62). '026' 73 X 71) '56M60M- (65 x 71). Z(-6OM60M" (71 x71). PLACE ANCHOR BETWEEN ANCHORS 'G AND I- AND BETWEEN ANCHORS •M AND J OVEP 55 PSF ONLY 12) WHERE WINDOW IS INSTALLED iN MASONP' OPENING WITH A STRUCTUAL F TWO BY 11V000 BUCK, USE 110 SCREWS OF SUFFK4NT LENGTM TOACHIEVE1-3/8` MN. EM9EDEENT AT AFL WSTALUTION FASTENER LOCATIONDD S. ON SIZES NOTED IN NOTE /)1 AA 7:0 SCREW y ANCHOR TO EACH JAMB FOP. NOTED DESIGN PRESSURES. AlYiigACT NkE s V ."' oDEPa]Ct tiY. PR13Itf_t t APPLICATION Es CALL TIP TO Lvl/1:IWN) IN MLAV j'-AIIVNZl IN JAMt5 SIZE TIP TO ORS: TO zopv TO Ulsr TO TO 6pv TO lm— S I 7 1M2 26 1/2 X 26 C C C G.n G,H G.M 1M3 26 1/2 x 38 3/6 C C c QH Ga c.H 1h4 26 1/2 it 50 5/6 C C C G.n G.M G^u Ih4S 26 1/2 x 56 1/4 C C C G.H G.M c.MjJ tM5 26. 1/2 x 63 C C C G.H G•HJ.J G.HAj 1n6 26 1/2 X 72 C C C G.H G.Mj,J G" a 22 23 37 x 7.0 37x 38 3/6 1 C CI 1 ca.h n G" Hc.M 2A 37 x 50 S/6 C C C G,h G.M.I.J G .0 295 37 x 56 1/4 C C C Gj1 G.nj.J C .:.J 25 37 x 63 C C C G j1 G,nj,j G JJ 26 37 x 72 C C 1111 C c.HJ.j cm) j EF G.NJ.j n L. n 33 S3 1/3 x 36 3/4 C BC B.0 G,H Gj+ GJ,JJ 34 u 1/S x SO 5/8 C B.0 B,L Gm c:MJJ Gj+JJ 345 53 1/$ x 56 1/4 C RI C z.0 G.M,IJ C.MJJ E.FC.4'w 35 53 1/6 z 63 C B.0 e.0 6.MjJ G,MJ,J E.F.O.H.1,J 6 3 t x 7 C BC a.0 G,M.1J E.F,c.M,1J E F.G.MH.J 023 74 x 38 3/6 B.0 B.0 I A9.C.0 G.H G.NJJ G,MjJ 024 74 x SO S/I B.0 BC A.B.C.D G.njj GHUJ E.F.G.H.Lj D245 74 X 56 1/4 BC B.0 AS.C.0 G.HJ.J E.F.c.MJ.J E"F,G.+J.j olls 74 x 63 74 X . 72 B.0 B.0B.0 e,CA=.C.D A,B. C.O GJMJJ G, H, LJ . E.F, Gj+J,j EF.0 mjj E,F, G,Mj.j• E.F. c M.IJ- 20M20M 24 x 24 n 20M30M 2+ x 36 C C C cm G!+ G.H 2OU40M 2• x 48 C C C G.M G.M G.H 2OU46M 24 x 54 C C C Cm G.M G."xi 2OU50W 24 x 60 C C C G.n G.H c.H.MJ 4 7 C C C G 1•. G,HJ y I OM 36 X 24 C cm G,m 4 30M30M 36 x 36 C C C G.H GjN C.M 3OW40M 3e % 45 C C G G.H G,HJJ ' G njJ 3OU46M36 X 54 C C C G.H GJNJJ c mj j 3OM50M 38 It 60 C C C G.H G.MJJ G."JJ 30A160M 36 x 72 C C C G.M.MJ G.MJJ EF,G.M.0 U.n 4py30M a8 % 36 C C 9.L G.M GJI G.MUJ 4OMQU 48 X 46 C C e.0 GIN OAw GJNJJ AOU46M AB x S4 C C B.0 G.M cjNJJ GJN.,J 40M6DLt 48 x 60 C C 9.0 C.MJJ G.".0 U.G^w AOM60M 4- 3x 72C C BC CMJ-J E.F .M H o,t r .H jl 4SM30M S4 x 36 C ex B.0 Gj1 G.M G. MJJ 46Ms0M 54 X 46 C B.0 B.0 G." 0w Gm" 46M46M 54 x 54 C e.0 3.0 G.MJ.j GjIJJ Ef.G.NJJ 46M50M 54 x BO C B.C. 9,C G.MJJ GMJJ Ef cHIHJ 4&AWW 54 1 7 C C B.0 H I F I F q0M G." I G. H G•n SOM30M 60 x 36 C 8.0 9.0 G.H G.M GjtJJc 5OU40M 60x45CB.0 e.G..H G.HjJ G HJJ SOM46M 6C x 54 C B.0 5.0 C.HJJ G.HJ.j E F G.MJJ 5OM50M 60 x 60 C B.0 E.0 G.MJJ G.njJ E FA.M,Lj SOM60M60 x 72 C B.0 B.0 G.HJ.J Ef.Gj1.1.J E.F.G.MJJ S6M30M 66 x 36 e.0 B C A3C.D Gjl G.M C..H J.j56MAOM 66 x AS B.0 B.0 A-.C.3 G.H C.nJ j G.MJ.J 56M46M 66 x SA e.c 8.0 A.S.C.: G H,IJ c JNJJ E.F.G.HjJ 56450M 66 x 60 E.0 BC A.B.C.. G HJ.j EF,C,n.LJE.F,G.njJ 56M60M 66 x 72 B c B.c A.B.C.= G M,IJ E.F.G JN.IJf,G,H IJ• n 6OM30M 72 x' 36 B : e.c A -:c.: G. M I G.n 0J441 6OM40M 72 x 46 B.0 94 A 4.c cm 7 G. MJJ c1T.1.1 LOMA6M 72 x 5+ eC B.0 A.3.0 ; G.H.MJ 1 G.Mj.J E .G.H•L! 60MSN 72 x 60 e C B.0 A—.0 : G.M.LJ EF.G."JJ E F•i.Mj.j Ramsay 72 x 72 9•C Bel A.B.C.: c.H l,j IF C IF H nADDI T IGNAL ANC40RSRE.:`D. SEE NrTE 11 NTERNATIONAL. INC. FLORIDA EXTRUDERSINFORD. FLORIDA TITLE: INSTALLATION DETAIL U/ TAPCO S HORZ. SLIDING FLAi4G- WINDOW — SEP.;.ES 1000 DRAWN BY: BB APPROVED 8YT z., Lam? DATE:I0i23i0115CALE:NITS DWG.. FLEx0&R0 4:M4, 1T-. 25C INTERNA'I^JUC PXWT.. SJTTE ZW. w[4T-:3t. F-MDA 12746 P-d9+E +%7 BCS-0355 :+A 4:T M-63il I/ ONE By WOOD DUCK BY OTMERS CAULK BETWEENvINDQvFLANGE - L WWI) BUCK STUCCO J By OTHERS PERIMETER CKa K BY OTHERS RIGID WD9YL GLAZING BEAD 1 cTTP H.Y. I-t/.' MIN BUCK VIDTM) EMBEDNCNT INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA. TAPCON > BUCx BY OTHERS STco BY HERS SHIM AS R£O'D. RIM VINYL (SEE ES) p GLAZING BEAD (S_E NOTES) TTP GLASS TYPxSEE NOTES) fLANGE TYPE WINDOW FRANCJAMB CALLK BETWEEN WINDOW FLANGE 7PERImETERLWOODBUG( W.V. ftGr+T) ( vlNDOv VIDTW BUCK CAULK BETWEEN HEIGHT) WOOD DUCK L CAULK KTWEEN WINDOW MAST. OPENINC FLANGE B PRECAST SILL BY OTHERS W/ WULKEMCAULK. I16 V'D. EWE SECTION B—BCAULK. OR APRV'D. COL. FLANGE TYPE CONCRETE OR PERDAETER WINDOW FRAME MASONRY OPENING CAULK SILL By OTHERS BY OTHERS s A W.W. PRE; Y 0tHERS - FA ~ BSECTIONA -A ;• AS REWO. AT EACH INSTALLATION ANCHOR. MUX. ALLOWABLE D ESHINSTACKTOA1LAJ: yl 2) YR21OOtY FFA"wTERHAL: ALUMINUM ALLOT 6063. 3) INSTALLATION ANCHOR DUST K OF SUFFICIENT LTM, TO ACHIEVE IAIN, EM9EDIEN(T OF 1-1/.' INTO MASONRY OR CONCRETE. s) USE SvCOm= ACRnx: CAULK BENNO wwOOff FLANGE AT HEAD r JAIABS. SILL. MUST BE ATTACHED TO THE SUBSTRA'E WITH J B K B O VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. y ,"(+ 5) USE SHLIGONIM ACRMIC CAULK FOR PERWETER SEAL AROUND W.H. f Ci EXTERIOROFWINDOWFLANGE. 6) IF EXACT WINDOW SCE IS NOT LISTED IN ANCHOR CHART. USE AQ PVC ANCHORQUANTITYLISTEDWITHNEXTLARGERSIZE. FOR THE P APPftPftTE DESIGN PRESSURE REO'D- 7) GLASS NCKNESS mky MART PER THE REOwREmEIRS OF ASTM MOD GLASS CHARTS. V e) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE I H I TMMERE TAPCOM ANCMDPS ARE TO BE INSTALLED WHEN USING THE Q CAULK BETWEEN CONCRETEORWOODBUCKBMASONRY OPENING MAST. OPENING By OTHERS BY OTHERS D 1-1/4• MIN A EMKDKNT 7 INSTALLATION AMCMDR 3/ 16' DIA. TAPCDN SHIM AS REO'M 114' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS h /- ( TYP.) ME NOTES) TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN AmB SIZE SIZE 3OW TO ADASF 1A97 TO 7OPSF 3G.,r TO 4019 TsyTO 7}S7 12 le 1/3 A 25 B B F,cF.c 13 1a t/B X, 37 3/4 B B FA rA 1. to 1/8 31,49 5/8 B 8 FIG FA 145 1a 1/3 x 55 1/4 8 B f,G F.c HS IS 1/5 x 62 B B FIG FA 16 1a 1/s X 71 8 B FIG F.G9U7 X B3 f F .a i 25 1/2 x 25 8 B 1113 25 1/2 x 31 3/4 B B F.G FA 11I4 25 1/2 X 49 3/6 8 B F,c iGl.J H45 25 1/2'X 55 1/4 B B F;G F.Gl+J 1N5 25 1/2 x 42 B B F.G FAA; 1NG 25 1/2 x 71 B B F.G F.WU IM7 5 r 2 1 t3. B F.CJJ( F.OJ.A 30 1/2 . 26 30 1/2 • 38 3/6. 1 1/2 . 23 29 1/2 x 37 3/9 8 B F.cF.G 3c // 2 . S0 5/5 29 1/2 X N S/B e B F.GF.cF.6JU F. GrJ 301/2 . 36 1/4 29 1/2 x 55 1/4 It 92 e BB 8F:GF.c.nJ 301/2 . 53 30 1/2 . n 29 1/2 29 1/21[ 71 . e @ F.G.M,1 F.G.HJ 30 "1 . t• 2s , : 1 l7 e B F.GJ.X F.GJ,K23 38 x 25 36 x 37 B e F.G FG24 3/ 6 3/ X 49 NB B B BB FIGf G F.c.MJF.G.HJ245 2536Xss1/4 34 s 92 B B F.GJHJ F.0i u2636 X 71 8 6 FA.Nj Q.E.F.G.TJ 7 36 X B3 B a F.G.JJ( f c tLIAt4226 42 , 38 3/8 at x 25 X 37 3/2 Il B F.C. F.G.HJ42 , So S/a 1 1 X •' s 5/a B B 8B Fxi F0 m' 2r1/. a2 . 6311n2t xa2Be FxJ1,t D.E,F.GJ•J42 . 72 1 x 71 B 8 FAA' O.E.FFJV A al x 93 FG K F,c,HVAxb . 26 a , 3B 3/8 47 x 25 7 x 37 3/4 B A.0 A.0F•G F.GJ1J B . s0 3/3 7 x !s us B A.0 A-C. WJ f.c F,G.rJF.clJ6 B66371sF.cJHJ D,E.FFr1J 46K 72 84 s7 x71 47 X IU 9 A.0 F,cJUD.0c ms nX. ... K3222 1/ 8 X 23 B A.0 F.GG 33 52 1/ 8 x 37 1/a B A.0 FIG FGH.J 3. 521/ 9 x 49 53 B LLC F•c,M•1 F GMJ 34552 1/ 2 X 55 1/4 a A.0 F.G.H.1D.E.F.G.H.1 35 52 1/ 6 x 62 D A.0 f,c.MJ D,E.F GJH.136 52 1/ 2 x 71 a A.0 FA. MJD.fi.G.HJ 37 12 I/ B 1 83 8 F.c.1.K O;E.F.GJ.K.LK 37 S12£ NOT AVAILABLE w 1000 OR 1500 SERIES. 9) ALL PACTORY APPLIED HOLES NOT DESIGNATED FOR TOCON f ANCHOR- SHOULD RE. FILLED WIN /B SCREWS OF SUFFICIENT L.TM. ^ .. '.• TO PROVIDELIIN. " 5/a' IN. EYBEDA(ENT wT0 WOW W", Fi l I 10) FLORIDA EXTRUDERSHOOTEFLORIDASINGLEHUNG ,6 SHOWN. 0 E L E VAT i V i v PRBA ALSO APPLIES TO THE FLOEXTRUDERS 1500 AND 2000 SERFS S94U MUNGS. 11), wtE3K UWAW IS R+StALLED IN MASONRY W-iw NG WITH A •. VmUCTUAL TWO BY WODD BUCK. USE #10 SCREWS OF SUFFIELENL LENGTH TG ACHIEVE1-3/e- MIN. EYBEDYENT AT VIEWED FROM EXTERIOR ALL 1MSTALLATION FASTENER LOCATIONS. PREPARED 9-, PR i AP(KA:IOM LhCA/iEI1x/G. MC:. INTERNATIONAL. INC FLORIDA EXTRUDERS SANFORD, FLORIDATITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 , i900 6 2000 DRAWN BY: B$ I APPROVED BY: DATE:10/09/01 ISCA1.E: NTS DWG.: FLEX0016 NTERNAWMA, Kr., SHIITC 2• A. 1H[AtHApW. ILOAOA327.6 PR10NE 407 On -OM FAt 401 0.5-03" A . CAULK BETWEEN SHEATHING - WINDOW FIN L 8r OTHERS SHEATHING INSTALLATION ANCHOR NO WOOD SCREW STUCCO HT OTHERS PERIMETER CAULK HT OTHERS WINDOW HEIGHT GLAZING (TYP.) SEE NOTES) i' MI( EMBEDMENT TWO By WOOD BY OTMRS SHIM AS REO'A SEE NOTES) f I/4' MAX. SHIM SPACE FIN TYPE WINDOW FRAM HEADER GLAZING <TYP.) SEE NOTES) FIN TYPE YINDOV FRAME PERIMETER SIMARHLE SILL sTDaL BY OTHERS By OTHERS WINDOW WIDTH SHIM AS REO•D. - SEE NOTES) 1/N' MAX SHIn SPACE TWO By WOOD STUD BY OTHERS k,C,rUaM EMsE]U!ENT I'UZj. GLAZING (TTP.) SEE NOTES) WINDOW r!DTmv BB 24' D-C. MAX. (TYP.) EOUALLI SPACE WINS ANCHORS (TYP-) HEIGHT T L/LJ, A 11 (TrP.) ELEVATION WANED FROIA WERDOR INSTAN.LP7ID<1 ANCHOR TWO BY WOODNOWOODSCREWBYOTHERS 1STUCCO BY OTHERS l CAULK -BETWEEN WINDOW FIN SHEATHING 6 SHEATHINGHT OTHERS 1'M1N. EMBEDMENT - SECTION A -A '= YA SHEATHING BY OTHERS CAULK BETWEEN FIN TYPE WINDOW FIN WINDOW FRAM t SHEATHING JAMB . PERIMETER INSTALLATION ANCHOR CALKtoWOODSCREWBYOTHERSSTUCCO BY GTMCRS SECTION B-B 0) fSK 1PAASREM AT EACH INSTALLATION ANCHOR, MAX. ALLOWABLE SNUM STACK TO SE 1/4'. . 2) WINDOW - FRAME MATERIAL' ALUMINUM ALLOY 6063: -- 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT Lim. TO ACHIEVE INN. EMBEDMENT OF I' 04TO WOOD BUCK. A) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT MEAD. SILL k JAMBS. 5) USE SOLCOMIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF VNDOW MA4. 6) OF EXACT wN}bW SIZE IS NOT LISTED N ANCHOR CHART. USE ANCHOR OUA.%TiY LISTED WITHNEXT LARGER SIZE. 7) GLASS THICKNESS MAY vARY PER tiff P.EOLnREMENTS OF ASTME13W GLASS CHARTS. . H) FLORIDA EXTRUDERS DODO SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SINGLE HUNG wNDDwS. b l •" DATE: 12/13/01 sareAere t+ a ry i a trAttb. rmmNrERIG, Wt 2S0 JmTEQmTXhAL-Kvr.. SuIrE 250. LExOO26 SHT 1 OF 2 407 805-036% FAX ASS $05-03" F t A 7 CONCRETE ORNASCApyOPENING BY OTHERS ONE BY WOODDUCKBYOTHERS CAULK BETWEENWINDOWFLANGELVOCDBUCK D STUCCO JBYOTHERS PERIMETER CAULK 31 OTHERS GLASS (1YP.) cSEE NOTES) Wx WINDOWHEIGHT) PERIMETER CAULK BY OTHERS M rINS-, ALLATM ANCHOR 316' DIA. IAPCOM CAULK BETWEEN MASaBUCK L Y. OPENING BY OTHERS GLASS ctr? 1-1/4' MIN (SEE Malts) C Er.BEBMENt ego , GE S SHIN As RED•.o.. 1/4• MAX. SEE NOTES) ORO FLANGE TYPE WINDOW FRAME . F A GLw. w. RIDGED VINYL . GLAZING DEAD ttM, cX / t ILK 1EIGHT) tBi B RIDGED VINYL GLAZING DEAD W.H. 24' Qjr_ MAX. (TYP-) FLANGE TYPE r WINDOW FRAME 6' MAX-. tTYPJ a a a CAULK BEtVEEN WINDOW FLANGE L PRECAST SILL W/ V{LKEM 116 PRECAST SILL ADHESIVE CAULK BY OTHERS DR APRV'D. EOL. SECTION A —A__. A -- wI' ELEVATION VIEWED FROM EXTERIOR Y B. W. BUCK WIDTH) SHIM AS REO"D. I/ 4' MAX. cSEE NOTES) RIDGED VINYL GLAZING BEAD t- U.• nIA COUCRETE OR CwICDt.f HAS C.Y OPENING BY OTHERS D z INSTALLATION ANCHOR3/16' DIA .TAPCON . v OE BY WOOD v BUCK BY OTHERS FLANGE TYPE / 0 WINDOW FRANC CA1)LK BETWEEN VTNDOW FLANGE PERIaTER L WOOD BUCK CAULK BY CT.,ERS [AyLX BETWEEN WOOD BUCK L W. V. BY50T1OPENING cwlNDOvWIDTH)\_ ERS STUCCO BY OTHERS SECTION B-8 1) yOM AS REO•D. AT EACH INSTAUATION ANCHOR. MAX. ALLOWABLE S— STACK TO BE 1/4. 2) WPIDOW FRAME MATERIAL: ALUM"Um ALLOY 6063. 3) 3/16- 01& TAPCON WALLAT" ANCHORS MUST BE OF SUFFOENT LIM. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' MCI MASONRY OR CONCRETE. 4) USE SI.ICO/IZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD @ ,IAMBS. SILL MUST BE ATTACHEDTOTHIESUBSTRATEWIT" AILKEM I16 ADMESnE CA" OR APPROVED EOUAL. . S) USE SLICONIZED ACRri1C CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF YRNDOW F(ANCE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OvANTDY UISTED "IH NEXTLARGERSIZE. FOR THE APPRO-MATEDESIGN PRESSURE REO.O. 7) GLASS THICKNESS MAY VARY PER THE REOUISEMENIS OF ASTM E1300 CLASS CHARTS. B) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C.. it SCREWSOF SUFFC+ENC LTH. TOPROVOEMIN. S/BINEMBEDMENT INTO WOW BUCK SNOVLD BE INSTALLED. 9) IN FlOR10A EXTRUDERS 1011ESERIES flx)JI WINDOW /5SHOWN' THtS PRINT ALSO APPLIES TO THE FLORE uDERS 20DO SERIES FIXED WINDOWS. _ 10) SEE BALK OFTHISSHT- FOR RNSTL•N ANCHOR RECUREWEENTS 11) AppUCATDN OF VNAKEMT16ACHESA)E CA•AK AT FRAME SILLMUST COMPLY wrtH SEALANT MANUFACTURER'S RECOMMENCATIONS. 12) WHERE WINDOW ISINSTALLEDINMASONRYOPENINGWITHA STRUCTUAL Two BY WOOD BUCK. USE /10 SCREWS.OFSUFFIOE- LENGTH TO ACHIEVE 1-3/8- MN. EMBEDMENT. M1 u INSTALL TNCAN BE ONSHEE SFOR TO OTHERR OUIREMENSmS USING INUM TUBEMUUON. SEE INTERNATIONAL, INC FLORIDA EXTRUDERS SAN om nomAT=:INSTALLATiON DrTAIL V/ ONE BY BUCK FIXED FLANGE WINDOW —SERIES 1000 & 2000 I DRAMA V BY: HH APPROVED BY: DATE: t0/22/O1 jSCALE: NTS DWG.: FLEXyaEET ! Or2 NMVANN[C BY.,PW UCT 10090LOGY COP.. 250 MIFPH XWk PKW. Wn 2SO..fAtM3Ar. RMD OA 32746 PION[ 407 BOS-036s FAXw7 !L^S-.346 SHEATHING AT pTNERS E CAULK B£tvEEN WINDOW FIN L SHEATHING INSTALLATION ANCHOR 18 SCREW ExTERIOR FINISH I[/ BY OTHERS PERIMETER CAULK IT OTHERS GLAZING WINDOW SEE NOTE 6) HEIGHT EXTERIOR pERINE iER CAULK BY OTHERS INSTALLATION ANCHOR 18 WOOD SCREW ExTERtaR FINISH By DINERS NON. EIIENt vINDOW WIDTH 1/4' M". vmO FRAMING SHIM SPACE BY OTHERS j jT%kL FLOWA B'O'A'F' SHIN AS REO'D.` -` yj SEwurTE NOTES, AONAME'. I/4' NAx. 4Jv SHIM SPACEjN' II, NEi Hi7 A+' GLAZINGSEENOTE 6) _ FIN TYPE WINDOW FRANC CAULK BETWC£N WTNDDW FIN EN3EDHENT t SHEATHING SHEATHINGBYOTHERS SECTION A -A DUCK HEIGHT FIN TYPE WINDOW FRAME SHIN AS READ. 114' MAX. SEE ROTES) L WOOD FRAMING BUCK By OTHERS f EXTERIOR FIN TYPE WINDOW FRANC A -- wj ELEVATION VIEWED FROM EXTERIOR VIED By: PRODUCT 11:MNOLDC WOOD FRAMING By OTHERS SHEATHING 3Y OTHERS INSTALLATION ANCHOR I13 SCREW CAULK BETWEEN WINDOW FIN L SHEATHING SECTION B-B ExtOR FINISH PERIHE TER CAULK HTOTHERSBY OTHERS NOTES• 1) SHIM AS REO' O. AT EACH INSTALLATION ANCHOR. WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/ 4'. 2). WINDOW FRAME MATERAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGNT TO ACHIEVE MIN. EMBEDMENT OF I' INTO WOOD FRAME. 4) USE S4ICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) USE SRaCOFIZED ACRYLIC CAULK SEMOID WINDOW FOL 6) GLASS THICKMESS MAY VARY PER RECKOREMENTS OF ASTM E1300 CLASS CHARiS. SINGLE GLAZING IS SHOWN. INSULATING GLASS' ALSO OUALIFIED. 7) FLORA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW HS SHOww. rod PRINT ALSO APPLIES TO TINE FLORIDA EXTRUDERS 1500 AND I000 S£RES PICTURE WINDOW. B 8) SPACE INSTALLATION ANCHORS AT 6' MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WITH• ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AvAIA8LE SIZES UP TO 73' x 71" OR 63' x 95' OR 119' x 37-3/D' MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TU°E MILLION. SEE MULLION INSTALaTiON SHEETS FOR RECANELNTS. DATE: I / 13/G2 SCALE: N. T. S. uwc.: FLEX0030 230 NTERNATON4L PKwT'.. WE 230. NAAE UNIT.. FUM04 3 746 PHONE 407 WS-OW FAR 40T 6I5-IJb6 0 CAULK 9ETVEEN VINDOV FLANGE L 'GOD SUCK CONCRETE OR MA$DMRY OPENING 9T 0:.CRS EXTERN FIM:SH 9r OtrERi RXTER CAULK ST DT.ERS vlkww FRAME HEAD EXTERIOR VINDOV MAHE SELL PERIIETER By OTHERS EXTERIOR FINISH — Sr OTHERS CAU" 3ETVEEN VINDOV FLANGE t WOOD KICK CAULK XTVECN J WOOD KICK L 1ASONNiY OPENING iY OTHERS CAULK DETVEEN VOOD DUCK L NASONR•Y OPENING SY OTHERS ONE 9T WOOD SUCK SY OTHERS INSTALLATION ANCHOR 3/i6' VA. TAPCON WN. Q EMBEDMENT 1 SHIM AS REO'D ME NOTES) GLAZING (TIP. SEE NOTES) 4 CONCRETE OR MASONRY Sr OTHERS SF'CTION A —A f- 1/4' MAX. SHIN SPACE INSTALLATIaI ANCHOR 3/16' DNA. TAPCON SPIN AS REO'D SEE NOTES) N1)FSW AS REO-D AT EACH INSTALLATON ANCHOR WITH LOAD BEARING SHIP" MAX. ALLOWABLE Smm STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- CIA. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO IEVEACHMIN, EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6' FROM CORNERS k 24' 0- C. MAX. ALL FACTORY APPLIED HOLES NOT D.SIGNATED FOR TAPCON ANCNCRS SHOULD SE FILLED WrTH /6 SCREWS OF SUF.ICIENT LTH. TO PR&AW MIN. 5/6 IN. EMBEDMENT INTO WOOD BUCK. A) yn1EFE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK, USE I10 SCREWS OF SUFFICIENT LENGTH TO* ACft'A- I-3/2' MIN, EMBEDMENT AT SAME SPACING STATED IN NOTE 3. 5) USE SILICON2ED ACRYL4 CAULK BEHIND WINDOW FLANGE AT HEAD, SILL AAMBS. 6) USE SILICONZED ACRYLIC CAULK FOR PERWETER SEAL AROUND EXTERIOR OF WINDOW FLANGc. 7) CLASS THICKNESS MAY VARY PER THE REOL#REMEN'S OF ASTM E1300 CLASS. CHARTS. SINGLE GLAZING IS SHOWN. INSULAVIC CLASS IS ALSO QUALIFIED, B) BUILD DOWN ARWW CURVED PORTION OF W14DOW FRAME TO BE ENGINEERED BY OTHEPS. DUO DOWN MUST BE OF SUFFECENT STRENGTA TO ADEOVATELY TRANSFER LOAD FROM WINDOW TO THE "S'RUCTUR:. 9) FLORIDA ERTRUDERS 1000 SERIES DESIGNER WINGCW SHOWN. THIS PRINT ALSO APPLESTOFLORIDAEXTRUDERS1750SERIESk2000SERIES. 10) ELEVATIONS SHOW COMMON COFCLIRATKINS. IT IS NOT INTENDED TO LIMIT USE OF THUS PRODUCT TO THESE TWO MWIGURAT1011S. TP-JS SHEET APPLIES TO ALL CONFIGURATIONS TEAT CAN 6E MANUFACTURED FROM THE 1000, 1750. ati 2000 SERIES DESCUER FIXED WINDOW FRAMING SYSTEMS. 11) WINDOW LW CAN BE MILLED TO OTHER LIMITS USING ALUMINUM TUBE MULLION. SEE . MULLION PWALLATWN SHEETS FOR RE"EMENTS. T L 1/4'MAX. EXTERIOR ELEVATION SHAM SPAC_ o 1/ 4• SHINSPACE SHIN AS REO'D tSEE MGT£S) INS FRAME a JAIH9 GLAZING SEE INCITES) P 7 . k V i PERINETER CAIA.K Sr OTHERS / EXTERIOR FINISH J Sr OTHERS f- vINDOv vIDTN 1- 1/A' MIN. EmKOKENT ONE IT vMD SUCK Sr OTHERS JW; TALLATTJNANCHCR 3/ 16- DiA TAPCON CAULK SETvEEN vxD KICK L ImSr OPEN/MG If OTHERS c\ CAULK ICTvEEN vWDDV FV) wE L WOOD DUCK CONCRETE OR MASONRY DP£NING BY OTHERS SECTION B— S rWM00W WIDTH A 1 A EXTERIOR E! PVATION WIMDOW B 8 INN FLORIDA EXTRli DERS INTERNATIONAL. AN, RIDA EUBEDMEM • : + • CRONESY WOOD `-- p L TITU:FLANGE INSTALLATION DETAIL CONC,::TE HEADER V/1 BY BUCK SUCK SrDT.ERS Q DESIGNER FIXED WINDOW 1000. 1750, a 2000 SERIES DRAWNBY: DD APPROVED 8Y: DATE:02/ 12102 ISCALENTS DING_: FLEXOD35 HAH)MNN .... cfc. Vo,&.W CM- Nr sa(W.rpy X*t. I = rA .c.Mrmv.1w 3"4 w w1 Ne•NaN .., r+ M:-MA ONE IT DUCK IT CtH£RS CAULK JETVEEM VINC:v - RANGE L VEATMMC- R-YWOOD C•P.) I* CTMcRS Ex7ER10R FINISH IT DINERS PER;HE7ER CAULK IT OtNERS SHIN AS PCn SEE MCTE1.) VIKOOV FRAME HEAD WINDOWHHEICHr ExTE4/OR II TYP. vGLA2lNGSEENOTES) V:NDOV ERA._ SILL PEi1NETER CA.x.K SHIM AS RE" - tT OTHERS Ez'ERMR F;USH SEE NOTES) i• OTHERS CAULK BETVEEN J dVBNDOvFLAMM QBOrlyVOOD CAULK B£TVEEN VOOD t :K BHAOMP, OPO4M. If OTHERS CONCIM-c DR SECTION A —A Br OTaEii - INSTALLAT,MM ANCHCR x:0 SCREW BUILD DOWN IT OTHERS 0 LLAPPL:ii 1)) SmM AS PEVO. AT E+CH MtALLAI10N ANCHOR +A7til LOAD BEARING SroY. WAX ALLOWABLE SHIM STACK TO BE 1/4'. 2) WNDOW FRANC W'C'w. AL%mNUM ALLCT 60E.1. F•- 1 3/8 MN. 1) LAP".AN INSTALLATION AKHC:$ AT Sri MUST BE OF SUFFICIENT :TH. tD h w£F. I EMBEDMENT MIN. EMBEDMENT OF 1-1/4' INTO MASONRY DR CONCRETE, 110 INSTALLATION SCREWS AT HEAD & JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-1/3" MW. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WKERE REOUIRED. INSTALLATION ANCHORS & SOWS TO BE PLACE-1 B IN, FROM CORNERS & 2- IN. D.C. MAX. A) 1,5E SLICGW2ED ACRYLIC CAULK BEHIND wWDOw FLANGE At HEAD. Sra & JAMBS. 5) USE SWCOWZED ACRYLIC CAULK FOR PERMETER SEAL AROUND EMR10R OF WINDOW FLANGE. 1/A', Max. S) CLASS TMCKMESS MAY VARY PER THE KOUIREMENIS OF ASTM C1300 CUSS SHIM SPACE CHARTS. SINGLE OWING IS SHOWN. 06VIATWC MASS IS ALSO OUALM. 7) BURG DOWN AROUND CURVED PORTION OF WINDOW .FRAME TO BE ,ENGINEERED BY OTHERS. :BUILD DOWN MUST BE OF StfACIEN'I STRENGTH TO ADEOWtTELY TR.M SF R LOAD FROM WINDOW To THE STAUCTURE. B) FLV W EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOwM. THIS PRINT ALSO APPLIES TO FLORIDA ExTWXCRS 1750 SERIES & 2000 SERIES. t) UNAtONS SaOw COMMON CONFIGURATIONS. IT IS NOT MENDED TO LINT USE OF THIS PRODUCT TO THESE Two CONFO)WONS. THIS SHEET APPLIES TO ALL CWITtfRA 06 THAT CAN BE MANUFACTURED FROM THE 3000. 1750. & 2000 SERIES DESIGNER AxED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UWTS USING ALUMINUM TUBE MULt10N. SEE MULLION WStALUTION SHEETS FOR REQUIREMENTS BUCKHEIGHT L 1 M MAr. SHAH S%>:E EXTERIOR ELEVATION d L EM / ,NCENTR U FiORRMA B.O. AL FIN'. ° MANWACT M/ ONE if VCOD , 117 itilT•: BUCK-BYOTMERSIN,n MASM MEws*M ArllgN AMCTr? , . Y16• CIA. TAPCOM 1 L}}Pi LUCK VTDTH Two IT FRAMING BT OTHERS 9 1-1/8- MIN. EMBEDMENT 1/A' MAX. HIM SPACE CAULK BETVEENBUCK I C CC3NCR£TE ITGTHERS SHIN AS P£CD SEE NOTES) AA INSTALLA71ZN ANCHOR 0 SORE': NJ V)NDOV FRANC CALr-II BE7V£EN JAMB VlNWV FLAM*C L WOOD BU;K RAZING (tYP SEENOTESI. VA Q Q LDNCfc7E DR HZSDNRYPERIHCT£R CAULK BY CTME:S of 07NERS VINDOV VIOTH ExTLR:M^R FINISH SECTION B—B By OTHERS WINDOW WIDTH A wCW 1 HEIGHT B B II , A FxTERICF E_7VATION FLORIDA EXTRUDERSINTERNATIONAL, . RIDA ME; FLAWrE INSTALL'+TION DETAIL W FRAME 3JILD MN-14 DESIG•IER FIXED WINDL1 IC--O 1750, L 2000 SER:ES DRAWL: BY: BB I APPROVED BY: ATE:LB/2/02 SCAL-: NT S JDVG.. FLEX0036 a.s acr xoaas•a rN:.w.w.r.a an. w+K Nx K.firOr_. r.Ora. v'« a+crttnMfts r.. In Casa SHCATHIMG By VIERS 08 *STALLAIMM ANCHOR SCREW V BY OTHERS PERINETE:R CAULK - IT OTHERS IN. FRAME MCADCR III I ExTERIOR PCRbCTER CAULK BY OTHERS EXTERIOR rWISH - BY OTHERS as IMTALLATION - ANCHORR SCREV. (TYN By OTHERS.J' mll CAULK BEHIND FIN TVO IT BUILD DOVN HT OTHERS SHIM AS RUM WEs 1) SHIM AS REO"0. ADJACENT TO EACH mSTAL A•T)ON ANCHOR WITH LOAD BEARING SEE MOTES) SwM. MAx. ALLOWAaLE Smu STACK TO BE 1/4'. 2) "NDOW FRAME MATERIAL: ALUMINUM ALLOT 5065. yr NAL 3) USE SRJCONNO ACRYLIC CAULK BEHIND WINDOW Ft( AT BEAD. SILL k AMBS. SPACE s) USE $ QED ACRYLIC CNAX FOR. PERIMETER SEAL AROUND EXTERIOR OFwv9OO S) GLASS MAY VARY PER THE RuLXtl 16-NTS OF ASTu CLASS OUASNARLS. SINGLE CLA2IN4 S S`IOrlm, x'tSINATMIG GLASS K ALSO OUAUFED. SINGLE 6) SCREW ANCHORS AT HEAD. SILL & JAM25 SHOULD BE 18 SCREWS OF SUFFICIENT LTN. TO PROVIDE LAN. I IN. MIN.., EMBEDMENT INTO WOOD FRAML PLACE 13 SCREW ANCHOR5.6- FROM CORNERS AND 24' O.C. MAX. 7) BUILD DOWN AROUND CuRVED PRTOM Of WINDOW fRALfE 70 BE ENGINEERED 8T ICIET STRENGTH TO ADEpUATEL OTHERS. &AD DOWN MUST BE SUFFICIENT TRANSFER LOAD FROM WNDOW TO THE STRUCTURE. 6) FLORIDA EXTRUDERS TOM SERIES DESIGNER WINDOW SHOWN_ THIS PRINT ALSO APPLIES TO FLORIDA DIRUDERS 1750 SERIES k. 2000 SERIES. 9) ELEVATIONS SHOW COMMON CDNFRiu WsOmS. IT IS NOT INTENDED TO LIMIT USE OF THISPRODUCTTOTHESETWOCONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. k 2000 SERIES DESIGNER FOCED WINDOW BAILING SYSTEMS. 10) WINDOW UNrr CAN ALSO BE MULLED TO OTHER IXNITS USING ALUMINUM TUBE MULLION. SEE MULLION 94VALLATION SHEETS FOR REOUAREMENTS. GLAZING ( TIP. SEE NOTES) riN rRAHC SILL SHIM AS REO'D.- cSEC NOTES) / r gCpE, ,— its— ! Ni SECTION A -A j- yr NAL ssll SPACE TVO IT FRAMING EXTERIOR ELEVATION BY OTHERS R -. qJ CAULK 9C*WIND FIN mi. X? IMSTALLATION SPACE ANCHOR SCREW (TTF.) SKINTWO SEE NOTES) SEEAS *EOES) H FRAn1NG By OTHERS CAULK BENtND FIN FIN FRAME JAHN I i SLAjiNG t7TP. SEE NOTES) 7 r Imc ENCBG11E% TER19R XTEPIOR FINISH IT MOM vpoLti VIRx—; PERIMETER CAULK if OTHCRS SECTION B-B EXTERIOR ELEVATION INC FLORIDAEXTRUDERSINTERNATIONAL. D. RIDA Trn. E: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY:BB I APPROVED BY: --1 DATE.02/14/02 SCALE:N7S DWG.: FLEX0037 MNMm 9. ~Xl RD.RM Lw HA igMT[At. \.A. *= rA 4-. .'un w'. lr" w MYW7 — ' Mom". CONCRETE OR SWIM AS 2E'0'D MASONRY OPENING cSEE NOTES) BY OTHERSAUCLKBETWEEN DOOR FLANGE t VOOD BUCK CAULK BETWEEN K Lp{RIM{t{R WOOD BUCK CAULK By HAS'.. CP{NING OTHERS By OTHERS STUCCO By- 071£RS 9 l INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR RB SCREV (TYP. WHERE ONE 3Y WOOD TAP:ONS ARE NOT RCO'D.) BUCK BY OTMCRS Fr1 1/6' HlN. I Er.3EDHENT SLIDING GLASS DOOR fRAHE 1/6' MAX. JAMB U i] r SHIM SPACE INSTALLATTON AMC)i DB SCREW WHERE TAPCONS ARE NOI REDID-) SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT SLIDING GLASS {n4 DOOR FRAME F SILL D R I E` BEDENT v A • A A 1-1/<' M'N u d TEIPERD GLASS TrP.) PERDNETER CAULK BY OTHERS S.G.D. WIDTH MAX. SKIM SPACE I t I/A MIN. CONCRETE OR EMBEDMENT MASONRY OPENING Br OTHERS II G ONE by LAa CM2 3/16' DIA. TAPCON CAULK K{N OOBUCLNAS' r.OPENING BY OTi4ERSBUCKByOtERS lIQCAULKBETWEENCAULK BETWEEN St:DINu GLASS COC;RWOO STRIP i Q WOOD BUCK i HMO 1)t STRIP Q WOOD BUCK NAVY. OPENING By OTHERS t SH'M AS REO'D. ' cSEE NOTES) I-1/A' HIM- EMBEDMENT Q I Q 4 INSTALLATIN ANCHOR ff 3/16' DIAL TAPCON CALK BETWEEN DOOR FLANGE t WOOD BUCK rS YE BY WOOD CK BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS co n A. B.O.Aj.TE P.)RED GLASS _. 3i 4M-WACr'LqER aSLIDING GLASS DOORK.r • i' X'1 r INTERLOCK MASTER FILNE # HOOK STRIP DETAIL T w Il DDOR MATERIAL, ALUNVAM NM ALLOT63. b tAPCON TYPE INSTALLATION AND ORS MUST DE Of UfFICICNT LENGTH TO ACMIEVC MIN. EMDIDKNT Of1-1/4' INTO MASONRY OR COCRETC 3) ALTERNATE TOWN 04TALLAIM M AMCMORS i1DNT TO DAL[ IN'ALL fRAMC POKRS. A) TAPCOMM ANCHM CHART ON JACK OF TMS SM CET. S) Ui£ SATCONeZED ACRYLIC CALLA tENRNO DOOR rLANGE AY KAD L JAMDS. 6) USE SD.ICOMZED ACRYLIC CAMLK FOR ERDEtER SEAL AROLN0 EXTERIOR OF'DOR. ... T) i EXACT DOOR SIZE tS NOT LISTED IN ANCHOR ENART. %a ANDCR,OUANTITY 11STCD v:iM ICIT LARGERSM. FOR tME APPROPRIATE DESIGN PRESSURE RED't -. R) YON POCKET DOOR SAES YS£ CLOSEST "ASS DOOR SIZE L COmFIGuRAT10N t0 ruas ED OPENING. PLACE TAPCOQ. IM r2OAT OF NOOK STRIP AS SHOWN GLASSTMtC(IESS MAY vARY PER REPAMMENTS Of ASTH £IDDO GLASS CHARTS. 10) ALL FACTORY APPLIED MOLES NOT DESIGMAtED FOR TAPCON AMC#= SMOLLD K HALED vITM RD SCIEV' K SurrICIENT LENGTH TO PROVIDE MIN S/M EMKI ENT INTO VOOD IKX.M< II) DOOR LMtT IS APPROVED USM4 TEWMD GLASS IN SINGLE GLAZED OR INSLLAIDNG GLASS. lbJAW / SILL CORNERS ARE TO K SEALED WITH A SMALL JOINT SEAM SEALER 0) S!" AS R£Ct AT EA. SET Of INSTALLATION ANCHORS MAX ALLOVADL£ SHIM STACK 10 DE t/N'. BAHALLIMSTALLATIOMANCHORSMUST !E NA7£ Of CORRVJDN RESISTANT MATERIALS. IS) ,VKRC -jr REPRESENTS MOvDNG PANEL AND Ir ACMIESENTS FIXED PANEL APPROVED , A COW ARATMRS ARE AS LISTED ON ANCKA CHART ON DICK OF THIS SE£T. ' 16) NOT ALL CDiIDRAtIONi LISTED ADOVE ARE SMCwN ON THIS DRA'/Dy. MOVCVCR IMTALLAttON - EXTERIOR ELEVA::ON SECTIONS 'A -A•, 'D-D'• L MOOK STRIP DETAIL APPLY t0 INSTALL47MM OF ALL APPRoVCD. S i]WN CO rIGtRAt10NS. 2- PANEL DOOR 17) INSTALL OK totjok IN EACH PAIR 0< fACTORI APPLIED D&TALLATION HOLES IALESS AOTED ar ERVISE Do ANCmOl CHART. SEE RACK OF THIS SKIT. IbrURID, EXTRUD[RS 100D SERICS AIDING GLASS DOOR IS SNOVK THIS PRINT ALSO APPLIES t0 DODO SERIES AND -Soo -SLRICL A" 3 B Q • p .. A p _ LlBCRALLY APPLY •' CALKTUNDCRSILLINSTALLATION ANC.NCR . ORSETSILLINBEDOF CONCRETE 3/16' DIA TAPCON f SETION A —A ,. c3 - 2 1 I ( DATE:10/25/0I !SCALE: NIs IDISG #: FLEX002i PNAANA N PINXKMGT L APPLKAtRl1 (Nj[HIC£RIIfi. K. LSL DNTERMt10rL aV•. SVIR SS@, NNEwiMgV, fLORIJH. 7ZTN6.. ART-CS'0]LS fAz MT'l:S-RiY INSTALLATION ANCHOR f' DOOR V107H SHIM AS RE'0'0 x8 SCREW SHEATHING ME£ NOTES) Er UTHEaS CAULK BETWEEN DOOR FLANGE O WOOD SLiDlOGLASS By LSHEATHINGByOTHERS DOOR FRAME JAMB n I r1/ N' MAX. SriiN SPACE D tD.a zw 1+1/8' HIN. EMBEDMENT TEMPERED GLASS STUCCO ( TYP.) OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS CTYPJ DOOR s- rkZ' Y3rt HEIGHT SECTION B-B to l0,4 vD SLIDING. GLASS. OR DOFRAMESILL D mAx. SHIN SPACE TWO By WOOD 1- 1/8 MIN / By OTHERS SLIDING GLASS DOOR SHIM AS REO'D. HOOK STRIP TSEE NOTES) INSTALLATION ANCHOR x8 SCREW CAULK BETWEEN DOOR FLANGE L SHEATHING INSTALLATION Art)GR R8 SCREW TWO By WOOD Or OTHERS CAULK BETWEEN HOOK STRIP L SHEATHING 1- 1/8' Hot EMBEDMENT SHEATHING By OTHERS SHEATHING By OTHERS TEMPERED GLASS STUCCO cMPJ STUCCO OR SIDING - ORSIDINGB7OTHERSBy OTHERS SLIDING GLASS DOOR HOOK STRIP DETAIL U DOOR )ATCRIAL: x1wMMUM ALLOT 6061 Z, •O ISIALLATWK SCREWS MUST K W SUrr=vf LENGtN TD ACHIEVE P&L EMEOKuT . I -VD' INM WOOD..TAPCON_TTPE WSTAM,T[-M A=f AT SILL MUST DE Or nffXVXTLENGTHIOA04EVCMwtENjjCtgGF !-Vs' Cl MASONRY OR CommTC. . .... _._. .. h INSTALLATION ANCHOR CHART ON DOCK Or THIS SWEET... . A) USE SLL1COMMIl ACRTLtC CAULK KNIND DOOM FLAtCE A: HEAD L JAMAL S) USE SLICCNINS ACRTLIC CAULK fOR MNCTCR SEAL ARAM" EXTERIOR W DMIL 6) Ir EXACT DOOR SIZE IS NO LISTED IN ANOOM LNMT. USE ANCHOR OUHANTITI LISTED W1fN MEXT LARGERSIZE. FOR THE APPROPRIATE KSIGN PRESSURE RED'&'• T) fort POCKET DOOM SIZES USE. CLOSEST VPASS ODOR SIZE L CbNrX"tATWN t0 rVOKD IaE" PLACEINSTALLATIONANCHMS. IN FRONt Or MCX STW'AS SHGVK b CLASS TMNJCKKSS NAT WARY PER WAVIREHENIS 6 AS?% E1301 GLASS CNARTS ... DOORUPNitISAIROVE2USINGTEMIERED. CLASS IN SINGLE GLAZED at INSULATING GLASS 10) Nws I SILL CORNERS AK TO K SEALED VITH A SMALL HINT: SCAN SEALER 1U SWN AS RE" At EA ScT W INSIALLATID) ANCMNM HAIL AU.OWADLESNIN STACK TO K L.•. 1b ALL INStALUTIDN INNC MS MUST K MADE 6 C3w=u),N RESISTANT MATERIALS - 1pwWERE •X- REPRESGMTS NwD•4KAKI AND 'D' RERItESENTi FIXED ANCI A PR:VED C?lIGYRATIONS ARE AS LISTED Oh ANCWR CHART ON RACK OI"iMSSHEET. EXTERIOR ELEVATION "' K'cTfALOtMS `• " T A) ESTRI DCt t0 Th ALUAT 0 kLKAMROKiAt ON 111E1-1/4' ENT CSONVAMEXIRU DA j F O A 1-1/4' MIN. tb FLOtIDA SERIESAN RT Po00 SERIES SLIDIML GLASS ODOR IS SMOvu THIS R1M ALSO APPLIES 70 iut2FAHEL DOOR SHIDVN - - 2000 SERIES AND S00 fE1MIES ,. • , D LIBERALLY APPLY CAULKING UNDER SILL _. OR SET SILL IN BE INSTALLATION AWJNOZ or CONCRETE 3/16' D/A. TAPCON. r SECTION= A -A.. F 12O02 I DESCRIPTION DATE, INI EXTRUDERS FLORIDAINf. INC. SANF-O2- jFL. nTLE. SLIDING. GLASS: DOOR INSTALLATION" WITH - #8 SCREWS:_,._. DRAWN BY-3B APPROVED BY: ATE: 12/17/01 )SCALE: NTS PWG /FLf-XW7 SHT i OF K AIKR Xr..MDRICi L APRIEAtum EAGENEC P4. w- t..a MtER1YTwmft ftw. =It CM. •cal. w. FLmok 2274. 47-sn-m /AM 407-805-CM 1000 P.V DESIGNER SILL (TYPJ t8 X 3/4 SELF TAPPING SS 1X2X1/8 TUBE MULLION SEALANTvVV4DOVVF L MULLIM SEALANT SETVEE' t '*—t9 X 3/4 SELFFLANGESSXTAPPINGSS SEALANT BETWEEN HEAD ( BETWEEN VDroOV FLANGES SECTION A -A (1) L NULLMN r1000 P.V DESIGNER SILL r k8 X 3/4 SELF TAPPING SSI X 2 7/16 X 1/8 TUBE MULLION WDOV FLLANGEESN- MULLION t8 X 3/4 SELF 10W SX TAPPING SMS HEAD (TYP.) 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JAPPINP SMS HEAD ( TYPJ SECTION A —A (6) ' 2002 MULLION APPLIES TO MEAD & SILL WHERE 1' X 2' I- X 2 7/16'.TUBE MULLIONS ARE USED DETAIL NSTALLATION ANdOR to WOOD SCREV IT1! P) NORM CLIP L1 1/8, MIN. EMBEDMENTEMBEDMENT LORIDA EXTRUDERS D° RIDA SER, 1000/1500 FIN SHEET 1 OF`2..:,.-- TRIPLE- HORIZONTAL MULLION "SECTIONS SEE OTHER SIDE (.SHEET 2 OF 2) -FOR ' DESIGN PRESSURE CAPACITIES AVW BY: MSH APPROVED' BY." ' Tz- 2/6/02 SCA NTS - DwG.: 1HMFINTR FLANGES 1000 P.VJDESIGNER TYP4CAi + ToCOMCR IE o .wle SEALANT BETWEEN1r SILL CTYPJ ec O 4 T8EMWHERE l orsARE USED) Q aMULLION1000P.V DESIGNER 1 SILL CTYP.) /1 48 X 3/4 SELF M8 X 3/4 SELF TAPPING SNS TAPPING SMS CONCRETE Oi MASONRY BY OTHERS I X 2 X1/8 1 X2X3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN LLlON r ONE BY VDOD a/ DN S yr N LAL FWRWA B.O.A.F. iluac BY OTHERS Q . MANWACY' U MNAME: N! 8 X 3/4 SELF i8 X 3/4 SELF +RAST R FIL£ 6 IWOSN. TAPPING SMS 1000 SR ' TAPPING SMS HEAD CTYPJ HEAD CTYPJ SEALANT BETWEEN VINWvFLANGESSECTION A —A (1 i SECTION A —A (2) a Mta L1arN 100E P.VJDESIGNERiD00P.TYP.) GNER 1000P.V./DESIGNER r SILL CTYPJ SILL CTYPJ ! SILL CTYPJ Q 3/ 8 N18 X 3/4 SELF fl8 X 3/4 SELF *8 X 3/4 SELF TAPPING SNS T O SMS i X 2 7/16 X 3/8 TAPPING SMS 2 - X TUBE MULLION 1/ 8 / TUBE MULLION TTUB 4 X MULLION TUBEMULLD7NS mNETTWEENFLANGESa MULLION WINDOW FLANGE a MULLta 8 X 3/4 SELF TAPPING8X3/4 SELF SMS MWSJLTAPPINGSMS—1000.Sx MEAD CTYPJ HEAD CTYPJ SEALANT BETWEEN SECTION A —A (31 SECTION A —A (4) a MULLION 1000 P.V./DESIGNER . SEALANT BETWEEN 1000 P.V./DESIGNER , SILL MP.) WINDOW FLANGES SILL CTYPJ f8 X 3/4 SELF a #9 X 3/4 X1/ 8. SELF TAPPING SMS TAF;m4' SMS I X 4 X 3/8 f1X4 TUBEMULLIONTUBE MULLION 8 X 3/4 SELF B8 X 3/4 SELF I= SA TAPPING. SMS lwo SK TAPPD sr SMS 1 8202 HEAD CTYPJ wEAn m PJ w._-_ - SECTION` A —A (6) f8 X 3/4 SELF TAPPING SMS ION & K HEAD CTYPJ SECTION A —A (7) INSTALLATION ANCHM 3/16' DIA TAPCON SCREW ANCHOR CTYPJ EXTERNAL " I ION INSTALLATION CLIP Mta. 13DM . 1 1/4' MIN. EMBEDMENT DETAIL B A 1 ISY A._ r ; VIEWED FROM EXTERIOR FLORIDA EXTRUDERS R , m ell- SER. 1000/ 1500 FLANGE SHEET 1-OF-2: TRIPLE - HORIZONTAL MULLION SECTIONS_ SEE OTHER SIDE ( SHEET. 2 OF 2) FOR DESIGN... PRESSURE CAPAC I TIES -= ,: . DRAYN By: MSH . APPIWM BY. DATE: 2/6/02 15CAMNTS DWG.: ` IHMVLGTRY i ., 1000 P.VJDESIGNER SILL -(TYPJ s8 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- 1. MULLION SEALANTFLANSCrWEEMIa `98 X 3/4, SELF VINEOWi MJLI H74 1000 S.H.SEALANT TAPPING SMS VINWV BETWEEN FLAANf* 8ECTIONA— A (1MiLLION LF 1X27/ 16X1/8 TUBE MULLION SEALANT VINDOVFLANGES L NX-L10N 4 SELF i000 S,N, TAPPING SMS HEAD.( TYP.) 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VW*0FROM DaER10R WINDOW FLANGE L ION APPLIES TO MEAD & SILL-WHM I' X 2' MULL .. - _ DETAIL 8 & 1' X 2 7/16".TUBE MIXLp 6 ARE US£D 8 X 3/4 SELF acenoic low . Sx TAPPING SMS MEAD ( TYP.) SECTION A —A (4) .e vaao SCtc ANaaR v 1000 rP.VJTESIGNER SILL (TYP.) t8 X 3/4 SELF tT*8APXPI 3/ 4 SELF TAPPING SMS G SMS 1000 S.H. SECTION A —A 7( )1 X 4 X 3/8 HEAD (TYP.)TUBE MULLION FLORIDA EXTRUDERS II+iTERNATIONAL, k.. SANF'ORD, FLORIDA:ev" -SER. 1000/1500 FIN SHEET 1 OF 2, . yTWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET-2 OF 2) FOR F'DESIUN;,PRESSURE CAPACITIES M8 X 3/4 SELF 1000 S.H. TAPPING SMS r 1 MEAD (TYP.) OkAN BY: MSH APPROVED BY: SECTION A (6) -: DATE:2/6/02 SCALE:NTS Dlrc.: 1HMFINTW SEA:ANT IET':%' VLYMV F kvKHS L PULLMN102E SILL ( TYP ) t8 X 3/4 SELF TA? PILAU S.'KS r: X2XI/e SEA . A 'T H Kih2eM1t Fl L MULLMN t8 X 314 SELF 9n` t+ S w. TA.°? P- S4S AL t 71:J Sc/ L' Ah" BE IdEEM 1 iNvlF;-.4%aES SECTION A —A i i 1 L iOM P'W DES;GNER SILL ( TYPJ i 08 X 214 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION j SEM, A'+T IETVEEN A11VINCOWFLANGES- 1 M'J_LMN 1— t8 X 3/4 SELF IDDO S.M. TAPPING SMS HEAD ( TYPJ VINNx++ T sN SECTION A —A i3) L KA.LIM 1DDO P.V./DES NER- SENT BETWEEA S: I.L (TYPJ WINE./ FD;idS . r r8 X 2/4 SELF L MIYL[L'MTAPPING SMS X 4 X 1/8 8 X 314 SELF IDDO S•.H. TAPPING SMS .. HEAD ( TYPJ GI- CT'•ON --A {J, C4 P.W./DESIGNER 'YP!CA:--AULLICN TO CONCRETE O JA)AS rI (APPLIES TO JAMB WHERE 1' X 4' ISILLCTY?.) j k 2' X 4' TUEE MUL BONS ar_ USED) Q SS X 3/4 SELF E TAPFIMC SMS I CC:l1CRTc OR MASONRY BY QTHERS X 2 X 3/3. r4l DiE By V^_^D I` FLOMA _B.D.AF. ? BLICS S=OTHERS tC_ 3CSH TAPPV%G SMS VIM G i A M iS ME, # C1: ON —A (2) I" uGCF.W DESUSNER 100 0.V/'1ESIGNLR .. SILL CTYP.) r SELL (TY?.) Q 48 X31ASEL% TAPPING SMS i X 2 7/15 X 3/8 TUEE MULLION SS X 3/4 SELF TING SNSTJBE4MUui N i• SSALANTBETWEEN VtNWW FLANGE '^ L KLI-MN s8 X 3/ 4 SELF Sji TAPPING SMS F2AD (TYP.) SECTION A —A ( 4) MO P,V./ DESlG-iER SILL (TYPJ t8 X 3/ 4 SELF TA?PINu SMS 17 1 XXI ' X 3/8 LLL . t8 X314 SELF T APPINC SMS KEADCTYP.) A A.... 2 LNVALLATION 410ZR 3/ I6' IN,& TA.—Zh SCREW A.L}^N' (-" P.) EX - "K-4L* MULLION L--1i jTALLA:iDNCLIP.. w.6.LIQ'' 1 1 //4' MIN. EMBEDNEN L I / =- A A a8 X 3/ 4 SELF TAPPING SMS 111 HEAD 'TYPJ) . ELEVATiGN SFCTION A —A ( 7i VIEWED FROM EXTERIOR FLORIDA EXTRUDERSammAnONAL, IN SANFORD, FLORIDA T=: SER.. 1000/ 1,50G FLANGE ..SHEET 1 OF- 2_ TWIN.HORIZONTAL MULLION SECTIONS Cl SE_r- , J, ,K S_zE .1;C.LI J DESIGN-?ECESSURE CAPACITIES,, Guv2 ' DRAwN' BY. M SH APPROVED BY- FEB - DATE:2/4/^? SCAte: PATS DNG.: i HMFLGTW 1000 P.WD£SIGNER 1000 P.VJDESIGNER AUXILIARY PLATE APPLIES TO HERO & SILL WHERE I' X 4' SILL _ CTYPJ SILL CTYPJ Oat AVKTMNAL MCNML VfX REWW.Be & 2' X 4 TUBE MULLIONS ARE USED 8 X 3/4 SELF 08 X 3/4 SELF DETAIL C TAPPING SMS TAPPING SMS SHEATHING I.X2X1/8 O O' 1x2X3/8 -- TUBE MULLION TUBE MULLION NtuaN INSTALLATION ANCHOR #8 VOOD y vl-SEALANTOY SN O' SCREW, tTYP.f a MULLION EXTERNALftt -r ttONCLIP BY WOODCENTRnSEALMITfE1VEENBX3/4- SELF IS X 3/4 SE Irk}r`/v¢+pA •®• BY OTHER VIIiQOV fLANGES. TAPPING SMS IWO S.H. TAPPING SMS . r'Ltil{!r KVl UiLc+li NAME: t MILLION 1000 S.M HEAD CTYPJ HEAD.CTYPJsEALANriETWEEN '— vR/dF - MJLLroly WVAWV FLANGES SECTION A —A (.I) . SECTION A- A (2) _ a MAlI(#1 IDOO..P.VJDESIGNER 1000 P.V DESIGNER MAff& '; 6 _ SILL CTYP) SILL CTYPJ WTAR f A 8 X 3/4 SELF #8 X 3/4 SELF 1000 P.V DESIGNER -- TAPPING SMS TAPPING SMS SILL CTYPJ IX27/16 X1/8 1X27/16X3/9 1_A / TUBE MULLION TUBE MULLION #8 X 3/4 SELF TAPPING SMS 2X4XVS TUBE MULLION SEALANT BETWEEN 1 lf$' MINWINDOWFLANGESLIMULLIONEMBEDMENT SEALANT BETWEEN VIEWED FROM EXTERIOR WINDOW FLANGE ... r a MLLLB7N DETAIL- APPLIES TO 6 2 7//3 TUBEE MULLIONS SILL "4ERE USED 8 7I 3/4 SELF 08 X 3/4 SELFL1000SA _TAPPING SMS Ll000 sR TAPPING SMS A7O1p HEAD CTYPJ HEAD CTYPJ SC A IGE" EE" s SECTION A —A (3) SECTION A —A (4) not mam s .. a WiLLta crn.) IODO P.V DESIGNER SEALANT BETWEEN 1000 P.W./DESIGNER NORM CLV SILL CTYPJ WINDOW FLANGES SILL CTYPJ' #8 X 3/4 SELFtMILLION -.. TAPPING SMS8X3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1WO S.K SECTION A —A (7) 1X4X1/8 1X4X3/8 Doce ffTUBEMULLIONTUBEMALIGN HEAD CTYPJ FLORIDA EXTRUDERS n rm"'notipl..INC SANFORD,- nD?MA TIME- SER. 1000/ 1500 F I N. SHEET 1 -OF. 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE F2SHEETC 2) FOR 8 x 3/4 SELF 08 x 3/4 SELF DESIGN PRESSURE CAPACITIES 1000 ; TAPPING SMS 1000 S H TAPPING SAS I HEAD CTYPJ- HEAD-CTYPJ '3A,,, M . DRAIIN BY.MSH APPROVED W. i SECTION'A (5) SECTION A —A (6) ,Lti,RR,GM ,, ''-, DAB 2/6/02 seAla NTS IDwGz 1 HMF IN ' r'MO P.V./DESiGNE4 f 5'' L (TYP.) e Y. 3/4 SELF' TAPPING SMS 1 x E V-ALAxT 3ETV£'7. Kixwow FLANGa L kLLL2.^A"7 1 SEAL.Wi 9_TVEENA > WW —>+e X 3/4 SEL' VDW-10-d.A S 201 S.K 'A?Pih SMS r+t/e7i iYP-7 SEALANT BETv ENVINDIDVrLArrEs SECTION A —A ;1 i L MULLIrn F D00 P.w./DESiGNE.R SILL CTYP.) e X 3/4 SELF TAPPING SMS I X i. 7/16 X 1/8 TUBE MULLM SEALANT BETVEEN VINMMV FLANGES- MtLLTDN e X 3/4 SELF 14L6 S.N. TAPPING SMS HEAD <TYPJ SEALANT BETWEEN SECTION A —A QVINDDVFLP.. ES L K;LLMN M3 P.WJDES'IGNER SEALW. BETVEEN SILL (TYP.) VINDO' FLANGES :- 060 X 3/4 SELF L MULLMN TAPP1hG SMS r I X 4LuntrvLLfuN ' I 1 #8 X 3/4 SELF 1DC'J - S'A . TAPPING SMS HEAD CTYPJ SECTQIN . A -A . (5), 1GDII P,V./DES uNER TYPICAL MULLFCN TO CONCRETE 0 JAMB r, r S'LL C;Y=.7 (AP-L-ES TO JAMS WHERE I - % 4" I = e z• X 4• TUBE MULLIONS AARE iSED) f A X 3/4 SELF f I TAPPING SMS f C7NCR_TE OR MASONRY j EY p7KER5 \ !J! , i w 2 X 'si6 - ' i i i INS': As.4T I,% ANOCR 3/16' DTA USE Y LL'vti TA>>:DN S=V ANL'r2.R :Tr.0 I ExTERNAL K.LL13% ONE.BY VOL%__/ f IN$7a_LATCuM CL c ;C < 5". OTHERS CENTRAL : FLORIDA B.O.A.F. ti— o X 3/4 Sa_= sL+ e T4PP:Ni SOSA vA RcT'P LdR/D 4 FX'T"RuDERS j f SECTION A —A (I S1QF1%H F$,F, I I t6R A SILL CTYF I #0 X 1/4 SELF 4' TAPraNG SMS '"a P.V./DESIGNER V 1 X 2 7/15 X 3/8 +ILL CTYPJ TUBE MULLION 1 1/4' HIttrex3/4 SELF Ei DM'cNT APPiNG SMS 2 X 4 X3/8 TUBE MULLION SEALANT BETWEEN VINDDV FLANGE - N I L rw4 LION se x 3/4 SEV 1Dcki &W TAPPI!+G SMS HEAD (;YP.) SECTION A —A (4) iF1000 P.J./DESIGNER SILL (TYP.) r--#8 X 3/4 SELF TAPPING SMS 1 X 4 % 3/8 r1ruBE KviLMv e X.3/4 SELF TAPPING SMS 10m S.S. SECTION A -A (7) f fl X 3/4 SELF 1 low S TAPR L4G SMS, MEAD SFCTjC,' N A --A (6:._..._._ ___._ _._ % H _1 rj AZ-.. 1 F FVAT ' VIEWED FROM EXTERIOR MSER. 100011500 FLANGE SHEET 1 Or 2 H ; R I ZONTAL MULL 1 SEC" I GhS SEC OTHER SIDE k.5mr_ci OF 2, F u-RDESIGN PRESSURE CAPACITIES 0 IWO S.M. i X 2 X 1/8 1000 S.H. 1 X 2 X 3/8 TWO BY WOOD DETAIL CJAMBCTYP.) TUBE MILLION JAMB CTYPJ TUBE MULLION BUCK BY OTHERS B X i/2 SELF •8 X 1/2 SELF 1 1/8, MIN. TAPPING SMS TAPPING SMS EMBEDMENT 2 X 4. X 3/8 SHEATHING. TUBE MULLIONSEALANTSEALANTBETWEENtW11/DDV FRAME EN t/D)DOLf INSTALLATION ANCHO2 WOOD X I ULLMN A MILLION SCREW (TYP.) 08 X I-1/2 SELF N8 X 1-;I/2 SELF EXTERNAL MULLION TAPPING SMS TAPPING SMS MULLION INSTALLATION CLIP SECTION A -A 11) SECTION A -A -2l 1 IX 2 7/16 X 1/8 1000 S.K APPLIES TO HEAD & SILL WHERE 1 • X 4• 1000 S.H.TUBE MILLION 1000 S.N. 1 X 2 7/16 X 3/8 JAMB CTYPJ & 2• X 4' TUBE MULLIONS ARE USED JAMB CTYPJ JAMB CTYPJ TUBE MILLION APPLIES TO HEAD & SILL INHERE 1' X 2' 1- X 2 7/16- TUBE MULLIONS ARE USED t8 X 1/2 SELF 08 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS INSTALLATWN ANCHOR TAPPING SMS TAPPING SMS Al N8 WOOD SCREW CTYP.i SILL CUP SEALANT BETWEEN08X1-1/2'SELF FLANGESSEALANTBETWEENSEkWBETWEENTAPPINGSMSMttWINDOWFRAME.1.I0+ EMBEDMENT R8 X 1-1/2 SELF 48.X 1-1/2 SELF SECTION A -A (%) sMCAnm -T TAPPM SMS TAPPING SMS DETAIL C vuoo ` SECTION A -A (3) SECTION A —A (4) a Auxluat7Y ELAU1 X 4 X 1/8 1 X 4 X 3/8 Q• !C• (FOR ADDITIONAL. ANCHORS. WHEN REOUIRED> TUBE MULLION TUBE MILLION. B• O. Lc A A aR/ DA loonS.H, l000 S.H. J p p JAMB ( TYP.) JAMB (TYPE N8 SELF TAPPING SMS ( TYPJ DETAIL B MULLION 9 X 1/2 SELF f8 X 1/2 SELF ELE1/AT40N O TAPPING SMS TAPPING SMS VIEWED FROM EXTERIOR FLORIDA EXTRUDERS INTERNATIONAL, we SANFORD, FLORiDA SER. 1000/1500 FIN SHEET.1 OF_2 VERTICAL MULLION SECTIONS SVINWW EALANTRAMSBETWEEN SEALANT RAMSKTWN 820 SEE OTHER SIDE (SHEET 2-OF 2) - FUR MAIMMoLUM IDESIGNPRESSURECAPACITIESs8X1=4/2 SELF... B8 X.L-V2 SELF TAPPING SMS TAPPM-SMS DRAWN BY:MSH APRROVED BY: SECTION A - A (5) SECTION A —A (6) _ Dk7t2/6/02 scAIE:NTS DWO.: 1VMFIN 0 J y X 2 X 1/ !000 S.H. MUI-JAM3 CTYP.) 5 I 6 X 1/2 SELF TA=P;N*G SMS SCA mr IF-TV'SE'. TAPPINS SMS 5ECTION L-_A-'1 X- Z 7/16 it :/S TUBE. MULLG% IFUM S.1-L JAf-QP CTYPL) JAMB (TfP,) as x !12 SELF TAP-lNC SISI I x 2 x 3/0 TUSE MULLION e x 1/2 SEI-F i APPING SMS SEALJ&1,X-TWEEN SO X I-3/2 SELL 2 X 4 X 3i'E Sms SECTiON A -A (2) i x a 7/16 1 x 3/6 1203 S.FL TWX W-LMN JAMB (TYP.) ONE By WOOD_ DETAIL L EMBEZM.E%-! 4" 3LCK BY OTHERS CRE- OR MASCINRYBrKi;;. S r iT .%S AL:LAW-% ANCY24 3/16' MA 7491-ri1v SCRr%.' AKr;-Cq CTYZ) R-%AL KiLLION S 4 a 7 1I3h CLP: I, Cu. Mui cTo com:RM- 0 HEAD lAPUES TO i4EAD do SILL WHERE I" X I X 4' eE LULLONS ARE USE-0). ag x 1/2 SELF Oe X 1/2 SELF TAPPNG Sus r-INSTALLATION ANCHOR VIC-' BLA T4000i TAPPING SMS U. SCREW ANCi-=.(TYP.) SILL C-'IP i-' 7: 8 * 1- 1/ 2 SELF SEALANT SEALANT FWN viumv Nz- SEALANT BETWEENWINDOW FLANGES TAPPING SASWINDOWFL4w- rs L MULLIOlt am* Iq MULL EON 00xSELF9 MIAAJON 9 x !-!, AZ SELF' SECTION A -A (7) TAMING SMS TAPPING 'SMS DETAIL C PREC4ST SILL BY OTHERS ALIXUARY I -ATE. SEC110N A -A (.5' SECTION A -A (4 i 70.q: 4DD.1TIO% t-L ANCHORS, W'roNREOUMED) 1 =4IX A X 1/6 TUBE KJLLtf)N iX 4 X 3/ S 4TURE MLLLMN r— wx 13.0. jaUIQD . 133". S.H. low S.M.- OMB (TYP.) y JAM. 3 (TYR) a x 1/2 SELF I ]APPIt-Li SMS E A. n4 11A rA 0 iiE) IEE TEUSMS (TYP.) DETAII B fyNA:lOK I E) 09 x I/? SELF MEWED FROM EXTERIOR TAPPING SMS FLORIDA EXTRUDERSmm' " AT'ON 1: - SANFORD. FLORIDA Trrrj-? SER. 10001115GO FLANGE , SHEET 1, OF 2 VERT _CAL PUi-LILUN SECTIONS L SEAL104T BETWEEN ScALA.% T W VINDOW FLANGES WMOV rLANfm-S SEF DTH-R SIbE ( SHEET -F L MULLION L MULLIONS1 #9 X I-!/Z- SELF ,-to X 1-1/2 SELF DESIGN PRESSLIRE,CAPACITIE TAPPING SkS AM4 - . , . 1 1 DRAVW BY: M SH' [APPROVED BY: FEB15 2 a-- NECTION' A -A15) SECTiO,`4 A -A (6) I V.4 DATE.2/ I /CIEIscALF- ,, T S IDWG-- L-r loth: S.r - I x 2 X 1/8 1,, • Say,- 1 X 2 x 3/2 t TUBEKr-LIC-N AM3 .TY`1 7 5-c NiP_iIiN iAmB (TY?.) .i z6 X I/ 2 SELF *8 x I/2 SELF 2 x 4 X 3/6T- TARF R SrS APPiNG sms TLSE MULUI-IN loc.' S.- - Sc*_N' 9E M \ SEA AmT IETv-.W * :Akf ( yY - VINLti4 i:A+iucS Vvix i 0.'+•u -' \.. r A :-1/2 S;LF i *tx-;*- ' m*,F,. . SMS e IS x i->/c ScLF TAPPiN_ SMS SECTQN —.A / 1 j SECT:ON A -A (21 X27/16X 1/9 ;x?7/16x3/8 TJit MLF-LI N 1:ii(.i S.H. - - TUBE Y.'c9_LIONCS TYPICAL VE?'CA TO MULLION TO WiLL'CN SIC ItNTERNAL CLIP LLI SLF. AFF:AC S%S 2X OR P-X KJLL CTYP.) INSTA:-ATL'§t ANCH 1 3 t6 { i; -s/i5• DLt TAPC'31 JAB (TYP.: JAMB tTYFJ SEALANT FLANGES j' L lt8 X 1-I/2 SELF t SCREW ANGiC4 CTYP: VWDDV FLANGES L ylyLiDyy 7A'r?Its SMS SECT!0N A -A (7) St:L CLIP 8 X 1/2 SELF 8 x 1/2 SELF TAPPiNG SMS ` TAPPING SMS t Q SEALANT BETWEEN SEALANT IET:EEM WINDOW FLANGES Vi.NLv7V FLANGES ve X 1-1/2 SELF L MA.LION L NELL124 TAPPING SMS 4e X I-L/2. SE! TAPPItvG Sxs. r^T}Ofv A -A (4) SECTION A —A Q X4X I/8 IX4X3/8 T11BE M'.1LL ION TL ' IGN pLQ4 loco S.M. rANZ .TY... JpNP 6 d fi.. R 110. 118 x i/2 SELF K8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN _ Wmmw FLANGES VIK=W'f_ANGES S8 x 1-1/2 S L` t M L1QFf S MUL ION TAPING SMS8X1-112 SELF r 5" TAPPING SMS SECDON 11 A -A /tSLCT1OyA -A (mil . V FCB 15 2a-L2 1 I/4' NKQi\ EKFZDHENT PgECAST S1Ll- BY QIHM 1 AUXUAR't' PLATE j Cr 2R AiJDITIONAL AftCMMS. WHEN REGMRED) 1 it CR L O FLORIDA EXTRUDERS w'ERxATTo"'o- afc S"FORD, FWRIDA U:SER 1000% 15uu FLANGE SHEET 1 Or---2 VERTICAL MUL!_ I ON INTO HORIZONTAL' SEE :OTHER S I DF C SHEET 2. OE 2) -;17OR`. DM GN- PRESSURE CAPACITIES RAWN BY. MSH: APPROVED M DATE:2/6/012 SCAU-INTS DTrc.; IVRHMrLG,. 3/ SEALANT BETWEEN VD4DOV FLANGES a MA.ION 200D P.V./DESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING SMS IX27/16X1/8 TUBE MULLION SEALANT BETWEEN VDwDOV FLANMS- a MULLION 8 X 3/4 SELF 1000 S.H. TAPPING SINS HEAD CTYPJ SECTION A —A (1) APPLIES TO HEAD & SILL WHERE 1' X 4' AUXILLARY PLATE DETAIL C & 2 X 4' TUBE MULLIONS ARE USED 0= ADAVIOAL ANDOM _VWa RE4UCKD) O SHEATHING 10FM INSTALLATION ANCHM #8 WOOD SCREW (TYP3 EXTERNAL. MILLION INSTAL4ATION CL1P TWO BY WOOD BM BY OTHER a X 3/4 SELF iOLXi 3.Ft TAPPING SNS . HEAD (TYPJ 2000 P.V./DESIGNER SECTION A —A (2) sell cTYPJ 8 X 3/4 SELF TAPPING SMS 2.X4X3/8 TUBE MULLION CENTRKL WINDOW FLANGE a MLa LMNA' s raio FII• # SEALANT BETWEEN SEALANT BETWEEN 98 X 3/4 SELF WVAW FLANGES WINOW FLANGES TAPPING SMS a'MLLLUN a MULLION 1000 S.H. 2000 P.VJDESIGNER 2000 P.V DESIGt4ER HEAD (TYPJ SILL CTYPJ SILL CTYk> 8 X 3/4 SELF #8 X 3/4 SELF SECTION A —A f5) TAPPING j SMS TAPPING SMS TUBE MULLION / TUBE MULION 4 SELF SMS IX27/16X TUBE MULLION r 8 X V4.SELF #8 X 3/4 SELF 1000 Sit TAPPING SMS LOW . SX TAPPING SMS . TOAD (TVs MEAD (TYPJ ' E ION A -A (3:.,-SECTION A—A(4) MILLION . ; APPLIES TO MEW & SILL WHERE I' X Yt11x27/t6' TUBE MULLIONS ARE USM ALLATWN ANppRmW0.>a 1 1/8' MIN EMBEDMENT Tt DETJlD..L- r FLORIDA EXTRUDERS n° No>~'Nc SER. ' 2000 F.IN SHEET I OF .2 - T1!N- HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OFF 2) FOR DES;I GN _ PRESSURE.=CAPAC I T I ES •,, MAW BY. MSH Apptwtm Tot* 30 TYPICAL MULLION TO CONCRETE • JAMB APPLIES TO JAMB INHERE T' X 4' DETAIL B do Y X 4' TUBE MULLIONS ARE USED) Q 2000 P.V DESIGNER 2000 P.V DESIGNER SILL <TYPJ A8 X 3/4 SELF rSILL CTYPJ r/ t8 X 3/4 SELF CONCRETE OR MASONRY: BY OTHERS TAPPING SMS TAPPING SMS X 2 7/16 X L8 I X 2 7/16 X 3/8 IMST /16' M1 TUBE MULLION TUBE MULLMN SCREW ANCHOR ONE Hr VT]OD EXTERNAL• MULLMN INSTALLATION CLIP RUCK BY OTHERS SEALANT SEALANT BETWEEN VDiWw fLA L MU.LM L MULLION 2000 P.V DESIGNER MULLION Ik8 X 3/4 SELF If8 X 3/4 SELF . SILL CTYPJ 2000 S.N. TAPPVC SMS 2= SR TAPPING SMS HEAD CM.) HEAD "1 8 : X 3/4 SELF SECTION A —A (I) SECTION A —A (2) TAPPING SMS 2X4X3/8 QTUBEMULLON A,.F• SEALANT BETWEEN 1 1/4' MIN. coup 'Au WINDOW FLANGE EMBEDMENT ..: _. . k QRIPA _ F1 N8 X 3/4-SELF ` SEALANT FLU TAPPING SMS L MULLION 2000 S.H. _ 2000 P.V DESIGNER 2000 P.V DESIGNER HEAD (TYPJ SILL CTYPJ SILL..(TYPJ SECTION A-A"'(5) . I8 X 3/4 SELF !8 X 3/4 SELF TAMM SMS TAPPING SKS _, 1X4 X1/8 1X4X3/8 ELEVATIMTTAPP7 SM UBE MULLItX1 TUBE MULLION VIEWED : FROM EXTERIOR FLORID l EXTRUDERS n xA oxA>, INC, VD4mV FLANGES SANFORD, FLORMA My- SER. --J2 3GQ,.FLA 4GE SHEET 1 ,pF , 2 TAP 1 TRIPIE H RIZCNTAL MULLI'NnSECT_IONSrr t8 X 3/4 SELF R8 X 3/4 SELF Z SNAPPING SMS 2000 SR TAPPING SMS SEE OTHER SIDE <SHEET 2 OF 2) FOR ME" CM HEAD crrPJ, DESIGN =PRESSURE'=CAPACITIES SECTION A=A (3) SECTION A —A (4) 18 920 nluTirT By. MSH . DATL-2-/6l02-- scAtE--NTS.- wG..»x 2HNL-6TR—. _ Boa sit JAMB CTYPJ I X 2 7/16 X 1/9 2= SA TIME M1XLL.ION JAMB CTYPJ IX27/16X3/8 TUBE KILLION DETAIL TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION 8 X 1/2 SELF #8 x 1/2 SELF INSTALLATIETAPPINGSMSITAPPIWSMS INTERNAL CLIPr4 2 X 4 . X 3/8 TUBE SEALANT BETWEEN #8 X 1-1/2 SELF 20M StlSSEALAPHTTAPPING -SNS JAMB CTYPJ :' WINDOW Fri ANc s WINDa ` - 1X OR 2X MULLt #8 X 1-1/2 SEIf TAPPING SMS c DETNL 8 08 X 1/2 SELF ANM SECTION A —A (1) SECTION A -A (2) TAPPING sns I& APCO SCREW ANCKM CTYPJ 1 X 4 X 1/8 1 X 4 X 3/8 1 Nno..-. SILL CLIP TUBE MULLION ` TUBE NULLIOiI - Q am SA SEALANT IIETVEEN' _... #8 X 1-L/2 SELF .. 11/4' MIN. JAMB CTYPJ JAMB CTYPJ VD1,.mv TAPPING SMS Q EMBEDMENT SECTION A —A (5) Q _..:' PRECAST SELL si CTMERS AUXILIARY PLATE 8 X V2 SELF 118 x V2 SELF tFt ADDITD7iAL ANCFO2S,-ViiM REQUIRED? TAPPING SMS TAPPING SMS 1 , SEALANT SEALANT BETWEEN , #8 X 1-1/2 SELF / WINDOW, rLAINGES WINDOW ! LANGES TAPPING SMS 1 / a MULL mN #8 x i-1/2 SELF t LON A A MULLB]NTAPPINGSMS SECTION A —A (3) SECTION A —A (4) NtB,SELF 70 TAPPING . SMS C71'PJ WTAIL A VIEWED FROM EXTERIOR INTERNATIONAL, INCFLORIDAEXTRUDERS ,,s"roiw _r• =A Tmz. SER.. 2000 FLANGE SHEET_ /I `"'DF 2 V VERT ICAE.. MULL IDN I NTO HE]R IZOfJTAL . SEE OTHER SIDE' (SHEET.-.2 DF 2) FOR: DESIGN • PRESSURE "CAPACITIES- 18 1, Z DRAIIN X3Y: JBH APPT;O168D DATB:2/2/02._ SCAM—NTS.._ Xnrc.:,:_2VKKHFLG... 1X OR 2X MULL Ia AUXILIARY PLATE D &0-1 E'. 6'OR ADWTM L ANCHUM, MEN RECUR O iyil•".NUFJACyjM NAM: FLoR vB fX 1yy+ 7 V SEALANT BETWEEN WINDOW FLANGES 1: MULLMN 2000 P.W DESIGNER 2000 P.W DESIGNER SILL (TYPJ SILL "(TYPJ 98 X 3/4 SELF t6 X 3/4 SELF TAPPING SNS TAPPING SNS TWO BY WOOD BUCK BY OTHERS IX27/16X1/8 IX27/16X 3/8 TUBE MA1-ION TUBE MULLMN SEALANT BETom APPLIES TO HEAD & SILL WHERE I' X 4' 2' X 4' TUBE MULUONS ARE USED SHEATHING INSTALLATION ANCHOR t8 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP MA.I.118•N VD(DOVHULLMNFLAKES rc n 2000 P.W DESIGNER IFL4D`C r A SILL (TYPJ t8 X 3/4 SELF t8 X 3/4 SELF 1000 S.H. TAPPING SNS 1060 S.K TAPPING SNS tB X 3/4 SELF L~ A / HEAD (TYPJ HEAD (TYPJ TAPPING SNS 2X4X3/8 SECTION A -A (1) SECTION A -A (2) TUBE MULLION 1 1/8' NI EMBEDNEN fl FVATK)m SEALANT BETWEEN VIEWEW FROM EXTERIOR WINDOW KJLL1 FLANGE APPLIES To HEAo. *,SILL WHERE I' x Y k_N'_X 2 7/16'- TUBE EMULLIONS ARE USED SEALANT BETWEEN.SEALANT BETWEEN .. nItATIM ANCHM WD(DDV FLANGE VINDW FLANGES RD WOOD SCREW L. IRJLLION" t MA LION (TYPi OTAPP NER 2000 P.W DESIGNER t8 X 3/4 SELFSILL (TYPJ TAPPING SNS 3i4 SELF t8 X 3/4 SELF ING SNS TAPPING SNS loon S.M. SECTION A -A (5) I X 4 X 1/8 - 1 X 4 X 3/8 HEAD (TYPJ EMDEDNENT. TUBE MULLMN TUBE NULLIDN FLORIDA EXTRUDERS 1rrrERx TONAL Ore Salr>• fW, >• WFMA rlxl.>;:SER. 2000 FIN SHEET 1 OF 2 . y TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR x 3/4 SELF tox 3/4 SELF : DESIGN PRESSURECAPACITIES..PING SAS. i000 SJi TAPPING SHS f: EB i HEAD ( TYPJ HEAD (TYPJ DRAITN BY: MSH APPROVED. BY. - SECTION A -A (3) SECTION A -A (4) tyA 2/6/02 SCALE NTS ni<c.=: 2HMFINTi 4? TYPICAL YULLfON TO CONCRETE O JAMB' AP21>XS4TOJWHERE AMS AREUSED) DETAIL 8 Q SOLO SIGNER 20M P.V./DESIGNER CTYP.) sn. LrYPJSILL (TYP) 8 X 3/ 4 SELF M8 X 3/4 SELF TAPPDIG SSMS I X 2 7/16 X 1/8 TAPPING 1 X 2 7/16 X 3/ TUBE MULLION TUBE MULLION SEALANT iffiTVE£N VBIDOV FLAhX ES. L MILLION R8 X 3/ 4 SELF IU8 X 3/4 SELF TAPPING SNS SOLO yK .TAPPING SMS 2000 S.KHEADCTYPJHERB CIYPJ_. SECTION A -A ( 1) SECTION A —A (2) SEALANT BETVEEN WOW FLANGE L MULLION A — I> F C' 7RER NAM: F v is vA6R.S 14AY 3 # SEALANT BETVEEN VD4DOV FLANGES L MULLION 2000 P.V DESIGNER 2000 P.VYDESIGNER SILL CIYPJ SILL CTYPJ 8 X 3/ 4 SELF t8 X 3/4 SELF TAPPING SNS TAPPING SMS IX4X1/8 iX4X3/ 8 TUBE MILLION TUBE MULLION 8 CONCRETE OR MASONRY = BY OTMERS INSTALLATION ANCHOR 3/ 16' DI& TAPCON SCREV ANOCR CTYP.) ONE BY VLB] D • MLIJON INSTALLATION CLIP B= BY OTHERS Q MILLION 2000 P. VJVESIGNER SILL CIYPJ 8 X 3/ 4 SELF TAPPING SMS 2X4. X3/8LS Q TUBE M._IDNIF1 1/ 4' MIN. EMBEDMENT DETAIL B— _ r-- A R8 X 3/ 4 TAPPING 2r. SELF SNS I-- A 2000 S H HEAD CTYP') SECTION A —A ( 5) VIEWED FROM .:EXTERIOR FLORIDA EXTRUDERS R; TTERxAfi n+A nO SANF' ORD, FLOiimASER . 20.00 . FLANGE'" SHEET ,jr OF,.; 2 - _ TUIN `HORIZONTAL"MULLfbW § E{CTIONS SEE OTHERSIDE ( SHEET 2 OF-2)- FOR DESIGN_ .PRESSURE. CAPACITIES; 11f 8 w IiRat rt BY: MSH _ APPRot1ED -8 t s R AUXILIARY APPUES To HEAD do SU WHERE I' X 4' FM Aemtmw ANCHCOM WHEN REoUIREW do 2' X 4' TUBE MULUONS ARE USED AI CENTRAL FLORIBA B. 0. A. F. SHEATHING KANWACTMM NAM: f6 oRt1>f F•yrf uUt12S SEALANT BETWEEN mum FILE # INSTALLATION, ANCHOR s8 WOOD TYPJ voc4TPAP O SCREW t M2000 P.V./DESIGNER GNERTYP-) SILL' (TYP-) EXTERNAL MULLION X 3/4 SELF s8 X 3/4 SELF INSTALLATION CLIP PING SMS TAPPDJG SAS . TYO BY VDDD BUCK BY OTHERS IX27/ 16X1/8 1X27/16.X3/8 TUBE MULLION TUBE MULLION MULLION WigBETWEEN FLANGESL MULLION DETAIL C 2000 P.V./DESIGNER SILL ( TYP.) l X 3/4 SELF s8 X 3/4 SELFA PD4G SMS 1000 SrL TAPPING SMS HEAD ( TYPJ TAPPING SMS fHEAD (TYP.) 2 X 4 X 3/8 FCTION A —A (1) SECTION A (2) TUBE !rill LION L 1 1/8• MIN EMBEDMENT FLEVAT0 VIEWED FROM EXTERIOR SEALANT BE WINDOW APPLIES2A SILL WHERE AR MULLION 7/ YUL USED Tp A1MSEALANT BETWEENS T 'VVaov S SECTION A —A (5) wWINDOW FLANGES Mu1to+ MOM t MULLION41TAPIGNER 2000 P.VlDESIGNER TAX 3%4 SELF SILL (TYPJ TAPPING SMS s8 X 3/4 SELFx 3/4 SELF TAPPING SMSPING SMS —1000 S-K t yr W K I X 4 X i/I X 4 X 3/8 HEAD (TYP.) EMBfDtIENT TUBE MULLITUBE MULLION FLORIDA EXTRUDERS wmAnoll" 'Nc SANFORD, . FLORIDA TITLE: SER. 2000 f iN SHEET i ,OF 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE CSHEET 2 OF.25 .FOR to X 3/4 SELF X 3/4SELF DESIGN PRESSURE..CAPACITIES10Im SJiTAPPING SMS :PPING SMS 1 B 2 . HEAD (TYP.) HEAD (TYP.) DRA1/N BY: M$H APPROVED.BY . SECTION A — A (3) aFrTION A —A (4j DATE:2/6/02 SCALE:NTS Dx0-:-2HMFiN.. tYP)rx fAULLJON TO 0ONCRETE O.JAM APPLES TO JAMS WHERE I- X 4- DETAIL Qdo2' X 4- TUBE MULLIONS ARE USED) SEALANT xr-TEN SEALANT vikDav FLANGES BY OTHERS MASONRYvV4mv FLANGESr en i P. PDESIGg R _ l i MULUON rSitL (TP3 TAPCON "J FLORIDA EXTRUDERS VimMNALfw INC 3APiF0R, FLORIDA This: SER. 2000 FLANGE SHEET ;1 OF.; 2 HORIZONTAL MULLION SECTIONS f a SEE OTHER SIDE (-SHEET"2 OF 2); :FOR DESIGN PRESSURE -CAPACITIES ORkv I By. MSH etiilidVb:-E t. DAT&2/4/0 --- SejIk NTS.'--_ mtc.: 'w2HMFLG. ..,a,. ` " a_,a ay 2m Sit 2OM S.H. JAMB (TYPE I X 2 7/16 X 1/8 ,IAMB (TYPE 1 X 2 7/16 X 3/8 TUBE MULLION TUBE .MULLION 2 X 4 X 3/8 TUBE MULLION R8 X 1/2 'SELF : t8 X 1/2 SELF TAPPING SAS: TAPPING "SMS 2D00 S.H. IAMB CTYP.> SEALANT FRAME ntAKE t MULLION i MULLION M8 X 1-1/2 SELF' #8.X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A —A (1) SECTION A —A (2) TVO BY VOOD _ RM BY OTHERS DETAIL C 1 1/8- MIN. .. EMBEDMENT SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION APPLIES .TO HEAD & . SILL WHERE I" X 4" 2' X 4• TUBE MULLIONS ARE USED 8 - X 1/2 SELF APPLIES TO HEAD & SILL WHERE 1' X 2" TAPPING SMS 1" X 2-7/16' TUBE MULLIONS ARE USED INSTALLATION ANCHOR DETAIL B r8 VOOD SCREV TYP.) lip .444mm SILL CLIP CENTRAL FLORMA R:O:A.F: _ t8 X 1-1/2 SELF vINDaW FLAmsEs MN LANUFACTURER NAM: TAPPING SMS s MULLION EMBEDMENT GoR[tb4 art SECTION A —A (5) MAD JL Z R FV140 # vaoo n+w+wc 1 X 4 X 1/8 T X 4-X 3/8 TUBE MULLION - UBE MILLION 2m SK 2000 S.M. JAMB CTYP.) JAMB '(TYP.) III X 1/2 SELF t8 X 1/2 SELF TAPPING SAPS TAPPING SMS BETVEEN; .: , wIMwv F AME " a MULLION L MULLION M8 X" 1-1L2 SELF: _ :. __ I18 .X 1-1/2 SELF TAPPING.SMS TAPPING, ;MS SECTION A -A (31 .. -- SECTION A —A (4) AUXILIARY`- PLATE CFI3 ADDITIdkAL=AMCMORS:.WtE.M REDULQED> 0. SAPS CTYPJ:. DETAIL B MULLION ELEVAM O MEWO'fROM EXTERIOR _ k L .. FL©RIDk EXTRUDERS s ° F AL WC TrrLE: SER: " 2000 FIN SHEET 1" 'OF 2 VERTICAL MULL:I D SECT.I DNS SEE OTHER SIDE (SHEET 2 OF ..2) FOR DESIGN PRESSURE: -CAPACITIES DRA11It BY:MSH liPPROVED'BY: DATE:2/6/02 SCALE: NTS IDirr.4. ZVMF IN N8 S£l F I 23 r PaFCAST AUXUARr TtaTE- sa X M2 SELF _ t8 X I/2 SELF _ AnDtnnNAL ANUOR3,• v it keotuREwTAPPINGSMS .. __ _ TAPPM SMS - _ - O .OSEAUMDETVEEN' SEALANT DETVEo+ L NU " L MILLIpJ i8 SELF TAPPING- Mt8X1-1/2 SELF L8 X 1-1/2 SELF SMS CTYP.) TAIL 2TAPPING. SMS TAPPING SMS ELEVAn SECTION A —A (3} SECTION A -A (4) VrEWM FRM EXTMOR Afro NO FLORIDA ; EXTRUDERS anox bfAlti3F zrris : _,AN_ -I wVERTICALMULLIONSECTIi,4 - FILE #. SEE "[]TlEl.tIJE {SHEET 2, OF? =QR. I.¢ rK— I?EySIGN YYPRE{S$URE-.:CAAPPA C.--I y; TE5. • - _ - 5. - LAt•Ai1 DL: JBH L. i'.iF '.APPROY Ji fA =2/2/.IJG j MIAWOAt>E' WAMI-DADS COUNTY. FLOW METRO-DADE FLAGLER BUILDI BUILDINC,tODE CONIPLIANCEOW MEMO-DADC FLACIXR nUILD1 140 Wl.S•r nAct.CR S"rlinirr, sum.. I MIAMI, FLORIDA 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)373-2901 FAX (3tn)373.2 Premdor Entry Systems c:otvrtiAr.•cats t.tct:HstvC Star 911 E. Jeferson, P.O. Box 76 (303)373-2527 FAX(30$)373•: Pittsburgh ,KS 66762 coN*rteAe-roR owls 303) 373.29eb FAX (103) 373-: imot)uc: r coNritot. Divis 303) 375.2902 FAX (303) 3714 Your application for Notice of Acceptance (NOA) of: Emergy 6-8 S-W/E Inswing Gl:ucd Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da( County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. If 1 product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves tite right to revoke this approval, if i! determined by BCCO that this product or material fails to meet the requirements of the South Flor Building Corte. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-031 a,2 EXPIRES: 04/02/2006 Rim ttodngucz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FO12 SPECIFIC AND GENERAL CONDITIONS BUILDING CODE.0 PRODUCT REVI ENV COS• MITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. APPROVED: 06/05/200 i Francisco J. Quintana, R.A. Director Miami -Dade Count), Building Codb Compliance O1'lic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED1UN 0 5 2001 EXPIRES April 02, 2006 NOTICE OFACCEPTANCE.: SPECI'FiC CONDITIONS 1. SCOPE 1. 1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2. 1 The Series Entcrgy 6-8 S-IV/E Insivinb Clazed Double ,Residential Insulated Steel Doors Siddlites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-EW-I, Sheets i through 6 of 6, titled "Prcmdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," prepare( manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami - Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings.' 3. LIMITATIONS 3. 1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active Icafo 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.ir non - habitable areas where the unit and the area nre designed to accept water infiltration. 4. INSTALLATION 4. 1 The residcntial insulated steel door and its componcnts shall be installed in strict compliance wit the approved drawings. 4. 2 Hurricane protection system (shutters): the installntion of this unit will renuire a hum, atolection systern. S. LABELING 5. 1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRENIENTS 6. 1 Application for building pandit shall be accompnnicd by copies of the following: 6.1.1 This Notice of Acceptance 6. 1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for (lie proposed installatio 6. 1.3 Any other documents required by the Building Official or the South Florida Building Co SFBC) in order to properly evaluate the install ion of this system. Ivlanu 1 Pcrcz, P.E. Product Co ro Exam Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a -renewal application has been fi and the original submitted documcntation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this aeceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documcntation initi. submitted, is no longer practicing the engineering profession. 4.Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fce) and granted by this office. S. 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 INliami»Dade County, Florida, and followed ley the expiration date maybe displayed in advertising literature. If any portion of the Notice of Acceptance is displayed,, then it shall be done in its entirety. 7. A copy of this Acccptnnce as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at nil time. The engineer needs not reseal the copies. S. Failure to comply with any Section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFTHIS ACCE11"'AVCE Q4 ManuerPcrcz, P.E.; Product Contr kam Produ 'ntrol Division Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 61$" Height — Inswing 2'6" X 218" COP-WL-MA0141-02 02-0419.08 52.0 NO 2110" (Application Filed) 3'0" 3'6" Not Listed Not Listed X0, OX, OXO I 2'8" + 11" COP-WL-MA0143-02 02-0419,08 Application Flied) 52.0 NO 2'8" + 17 210" + 1'0" 210" + 1'2" 3'0" + 1'0" TO" + 1.2" 1'0" + 2'8" + I COP-WL-MA0144-02 02.0419.08 Application Filed) 52.0 NO i 1'0" + 2'10" + 1'0" 1'2" + 21" + 1'2" 1'0" + 2'8" + 1'0" 1'G" r 3'0" + 1'0" 17" + 210" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO I I 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 NO 2'8" + 21" 210" + 2'10" 3'0" + 3'0" TV' + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" 2'8" + 2'8" + 2'8" 210" + 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International webslte (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local building codes specify the edition required. 5 Masonite international structural, cyclic, air, water, forced entry/or Impact testing Is done In accordance with Miami -Dade BCCO protocol PA201. A202 & PA2^,3. 0 Ca ftaloO AR EK"` . I L/'V \lit s nn pe Z9, Ow fespllWt!new Masonite International Corporationpelllp,?,11 of p,x"(; WID19'1lwltw T)tri leefdlC)Iq"S. 0lSI+11 and e,oWtl OdaW,Ru le chXV wownovice. cop-WL-MAo100-02 j FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing X X0, OX, OXO XX. OXXO 2'0" 2'6" 02-0418.03 2'8" COP-WL-A4A0161-02 (Application Filed) 55.0 NO 2'10" 3'0" TV I Not Usted I Not listed I- - 2'8" + 1,0" COP-WL-MA0163-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 17' L 2'10' + 1'G" i 210" + 1'2" 3'G" + 1'0" 3'0" + 17 1'G" + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + IT 1r0"+2T+10" IV" + To" + 1'G" IT" + 2'10" + IT 11" + 3'0" + 1'2" 2'6" . 2'6" - 2'6" 2'8" + 2'8" + 21" 3'0" + 3'0" + 3'0" 2'8" + 21" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 210" 3'0" + 3'0" i 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10' + 210" 3'O" + 37 + 3'0" + 37 Notes 1, Dccr arrangements using fewer panels than wha! is shoran in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite Iniamstional 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 ASCF 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miami -Dade 8CCO protocol PA201. PA202 6 PA203. Oak Cy-, aft AR #+ " J a•. i-Y.". • •v t•.IY1,.elr ItOM F,r.YNY VOOR.K Iwwr) d l4"s6. s"Yr C•:+: • IpppprrfY1A'//.•.1/ j ern[JIWVI\ er••I&e,e' R •I ' OYI Cw pYry:>Q Otoptam Of P WOO htotovenRM miAtf specWr•INtn, design p10 pr0.fvfl Masonite international C O r p O ra t i or. 4nsx ;Y`i.^ct to eh7n9e .41M.1 rouce. Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing Arrangement t X t I 1 i Xv. Ox, CXG a w 2'0" l COP-WL-MA0146-02 1 r` 6 i 02-0423.01 Application Filed) DP Rating1. 40.0 1 NO 2'6" 218" 2•10" 3'0" 3'6' T + 1'0" Not Listed 1 COP-WL-MA0148-02 I Not Listed Miami -Dade OCCO 02-0423.01 Application Filed) DP Rating 40.0 ImPact Rated NO 2'8" + 17 2'10" + 1'0" 2'10" + 17" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO 1 1 1'0" + 2'10" + 1'0" + 1'2' + 2'8" + 17 VV + 2'8" + 1'0" 1'0" + 37 + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 21" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" iG" + 's'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0147-02 02-042101 Application Filed) 40.0 NO 2'6" + 2'8" 210" + 210" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6' COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: 1- Door arrangements usii,g fewer panels than, what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are availab.e from. the Masonite Internalional website (www.masortite.com) or from the technical center, a. Irsta"ilion instrections are 3v3ila5le from the Wasonite tnterialional website (www.rnasoniie.com) or from the technical center. Aclua; cosier+. pressure reguirament for a specific cuilding design 6 geographic location Is determined by ASCE 7 (Minimum design loads for buhdings and other structures). National, state or local bullaing codes specify the edition required, 5. Masonite International structural, cyclic, air, waver, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA2.01, PA202 & PA203. O akerft EK t lhl.lt .1, .\l.ti /iNThY 01001t1% ta7 D`^^ 1:MCxw:wxo1C,-!Motcloc rtAP104, mat.le.ecC.,%;;,*S.Cf$'V spx—1 Masonite International Corporation V sa..r:l .9 ;.y,K.y 1 91F"1 Wi'l. Glazed Units COP-L-MA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing Masonile i COP-WL-MA0166-02 d 02-0423.03 Application Filed) OP flatinU 47.0 1 NO Mflite. X Singles (width) 2'0" 2'6" 2'8" 2'10" TO" TV Not Listed Not Listed ArTangement X0, OX, OXO Multiples 1th) 2'8" + 1'0" masonite internationalMiami-Dade COP-WL-MA0168-02 0 02-0423.03 Application Filed) I' Rating 47.0 impact Rate NO 2'8" + 1'2" 2'10" + 1'0" 210" + 11" 30"+10" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Fled) 47.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 17 + 3'0" + 1'2" 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 210" + 210" + 210" TO" + TO" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 210" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2`8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" TO" + TO" + TO" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 6 PA203. 0 Qakc aff I. ref ae" AR K'" fILLF.KG1.ASi KHTKY UOOK% Ne.TueM FiW{W bw70aen C.. (/ J n evdnr 0"-r• Mr729, 2002 0m C'ant"o QWW ofWe" imao.MneM makes ypeCe"iorrr. Oesgn e dMWMKI otug.....,a.. le Chiow Wah" IWIKe. COP-WL-MA0100-02 FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing Masonite International COP-WL-MA0101-02 Miami-Dadd OCCO 01-1031.01 OP Rating 7&0 Impact Rated NOX Singles (width) 2'0" 2'6- 2'8" 2'/0" 3'0" 31" Not Listed Not Listed Arrangement X0, OX, OXO Multiples dth) 2'8" + 1'0" Rlasonite Internationald COP-WL-MA0103-02 t 02-0109.10 Application Fled) l' Rating 55.0 Impacti NO 2'8" + 1'2^ 210" + 1'0" 210" + 17 3T + 1'0" 3p. + 1.2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + TV + 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" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & 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 Palo AR EK'- e.a r.•q,.•• clfte.X LASS Fnr"r uooas ow.u."".rr+.w"(Wvgj544 rX,'W;l1 .,n. • o, a 29.2002 r...".., o•• ,r o••., ou, co^I"Wmp oroww of o,Ouo •oorovemem makes swfta1 %. def,o^ ano o,odW M a 3o n i to international C o r por a t i o n owl Su"o to cM„9e v dhw mce COP-M-MA0100-02 FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing Arrangement X Singles (width) 2'0• Pasonile International COP-WL-MA0121-02 Miami-Dade'BCCO 01-1031.02 1. 776.0 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed ArrangementMultipleseth) X0, OX, OXO 2'8" + IV" masonite internationalD COP-WL-MA0123-02 BCCO 02-0109.09 Application Filed) r, Rating 55.0 Impact Rated NO 2'8"+IT 2'10" + 1'0" 2'1 V + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1 0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'D" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" I`2" + 2'10" + IT 1'2" + TO" + 17 2,6" + 2'6" + 2'6 z's" + 2T + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 210" 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. 0 O akgraft ARkEK" VlheXGLASA ENTRY DOOMS Ne"Tt vrN rM.Nrlmry Oew+ Ovu,r o.•., A1OZ9• Masonite International Corporation dO COMM„"MOOIam 04 9,06W imMown* M mien 7IIeCilkA*M. Otapn am0 MOW OCUd $Ubwct 10chow wAhW hire. COP-WL-MA0100-02 FIBERGLASS DOORS Opaque Units 8'0" Height -Inswing rSingles X r'h) 2'0" Masonite Infernalional! COP-WL-MA0106-02 E• BCCO 02-0109.08 Application Filed) DPRating 70.0 ImpactRated NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement X0, OX, OXO Mulliplest 2'8" + 110" COP-WL-MA0108-02 I.a• BCCO 02-0109.08 Application Filed) r• Rating 55.0 Impact1 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'D" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" A OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" a 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2.8" + 2.8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. U akraft TM EK" t ..luu.Nr r. e1N1 N('.r A[% e;NY'NY 000Nt Nmli.wN:i"p" E.wr Dew• - ame 29.20D2 ow con~q Wwam Is product +mfO meM makes stN<ar aam. asq" a"o moo°a Masonite In t e rn a tio n a I C o r p o l a t l o n otua submt to Chat" *AWW .01", Opaque Units COP-WL-MAO100-02 FIBERGLASS DOORS 8'0" Height — Outswing X 21V COP-WL-MA0126-02 02-0109.07 Application Filed) 70.0 NO 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed 1ement X0, OXr OXO nuitipies1 2'8" + 1'0" r COP-WL-MA0128-02 t.,• BCCO 02-0109.07 Application Filed) t• Rating 55.0 Impact•. • NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 17 1'D" + 2'8" + 1'0" 1'D" + 3'0" + 1'0" 1'2" + 2'l0" + 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" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'l0" + 2'10" TO" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonile International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 Oakraft Wrr" C I4{ IEK'" I r lurrr YlY Ire" k:NY'NYDOONt N"r`Te.erM Mer,ku EwYOean 1e /,,+.Y, D A Ow+ts_xoot Masonite International CorporationOwcon1+Wl11p propgm Mprgllrn mDlwemlM mMes Nxciliplgny, 0lignand w0011c1 UN SIAm 10 CIU ""M"W owim. 1 r1t1 1 Unit SINGLE DOOR TYP. R71 Z TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 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" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Aptii 29. 2002 . o...,. o..., Or somnWmq moprim 0l W04.0-provemeol makes specaKalgM. M a sU n l l! international C Or p O r a I i O n MI. and 019d.0 Wad supleel 10 Cr 'nge w4o0ul "kt XO or OX Unit f MID-VA-MA0003-02 SINGLE DOOR WITH 1 SIDELITE 6- TYR 6'8" UNIT 8'0" UNIT 13-15/16- 17-1/6' MAXIMUM ON CENTER TYR FastenerminimumCount 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Rough Opening •) 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: 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 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 1-1/4" 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. Apla29 2702 Masonite International Corporation 0., of ollMucl "•:d '.enµml mJ,ts stMCa,[uN::s. des9n a•c dMa 54" to mange w noul notate. M(-l'UL-M0004-02 Unit SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 8'V UNIT 13.15/16' 17-1/8' MAXIMUM ON CENTER TYP. CountMinimumFastener 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" t s t f r t T T T t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 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 NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and 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. 0 r.uwr.-q 1 April29,2002 Masonite International Corporation W, piW,dm VI I"W.C! ":rrpve"It14 "UktS SMJKAl -. Otaq" 41V I"Wv(IOR134 Subim M :..1"1Jt w4"4v1 "W4.t. OXXO Unit MID-M-MA0005-02 DOUBLE DOOR WITH 2 SIDELITES 6- CL TYR TYP. 1 1 1 1 1 1 1 1 3 0 TYP, TYP. I l 1 1 1 1 1 1 jTYF 1 11 Il 1 Il 11 1 li II 1~ 6'8' 13- UNIT 8'V UNIT 5/16' 17.1/8' MAXIMUM ON CENTER TYR t t t t t t t t t t r r r r r 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 2.112" 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 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 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 8 PA NDS for southern pine lumber with a side member thickness of 1,114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. AP1429.2002 Masonite International Corporation ow Commmot poaam of VO4m""mem masts swc-14al o•s. oes9• am prou.0 OeW s.W"t to 03ge Mhow WKe XX Glazed Inswing Unit 00000001 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 Maximum unit size • 6V xW8* Design Pressure 52.0/-52.0 Umited water unless special thresholddesignis used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design Pressure and impad resistant reeukemMis for a s"dk building design and geographic bwbon is determined by ASCE 7-national, stateor bcal building codes spedfy the edition rebuffed. 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: a0 0o 0o 00 00 B 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 nn 00 an 105 Series 106.160 Series' 129 Series' 12 RA., 23 RA.. 24 RA 107 Series' 108 Series 304 Series Series' This glass wit may also be useo in the following door style: Eyebrow 5-Panel wim scroll Oak, ra_ ff ARkEK' a- FIBERGLASS NNI"Y DOOKS e4mT .\1M FMral.r t^Da 0- 0 • Apra 29,2002 Masonite International Corporation oVr Conift" poaram at wooun ^ ;,,"enteM maaeS SoeCftat ons. deign 00 e1041Dn deud su%m to Cnanee w11D01A WM e XX Glazed Inswing Unit COP-VJL-MA0142.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: t a 110 oo oaSeries 410 Saba 109 Safes 114, 120.122 152 Series 149 Series 300 series Serbs CERTIFIED TEST REPORTS: CTLA-805*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-DADEBCCO 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). aaf 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raffT..viad AR EK IIUI NI:I.\\.t 1:N 1'N 1' I/rr1iN\ N-,R.wItM.Nu EwyDm" p C,'MA a • Fr /[J IVVI\ ± April 29.2002 Masonite International CorporationOwcwtiftpt"oeram of eroew7wtwo"mertt matsswiti miom. desi ft ant! WooucfAS'"O to cbmat "how ro -ce. XOorOX O,, t Glazed Inswing Unit APPROVED ARRANGEMENT. FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite miudmum unit size • 6,0" x 6'8" Design Pressure 52.0/-52.0 Limited water unless special 11111411101111 design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beefl 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: CCM Q Blab amnoonon on nn no too Series 133. 135 Series 136 Series $22 Series 1/2 GLASS: 0 D 00 UU n ° Mn oa go an an oo on 105 Series 106. 160Series' 129 Series' 12 Rll. 23 A& 24 RIL 107 Series' 108 Series 304 Series Series' This glass Yd may also be used in Ine following door styles Eyebrow 5-0anel wiln scroll OakgaffAR EK+. r ..r, }.•T F1116 N} l \\] lNI'N 1' Un}IMA Hpr,.b.w.a rr.rM...fm.r o•w+ l/lp a y, + ,,., „ e April 29.2002 Masonite International Corporation Our tMeir,.mG 9io0r7M 01 MOOVl1 mpO+F^1M1 nyslt spttdrlitAM. elSq^ Yb'Yor:•il Olrail > v41ft1 k :zMO! ++IIIOW ^W Ct XO or OC Glazed Inswing Unit COP-WL-MA0143-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: an 00 404 Series 410 Series 109 Series 114.120 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Serka 12R, 121, 23R, 23L. 450 Series 152 Series 149 Series 109Was 12FI22 Sexes 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). Z / &EX 5 P ' State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR k EK" r.iW, ••4 • ., IIIIL at 1 \l.0 LYr NI 1).11)" Nem-r..rMNiN.arw (wrr,Owrf n/',rj- bPREM....../../..r..... a April 29,2002 Masonite International Corporation ow (ommome program or poounnmprovemem makessmilicacons. oesgn"propw;l oeua s-.aRcr 10 mane wmnour nonce OXO a ,I ,# , 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 37 x 61". Single Door with 2 Sidelites Maximum unit site a9'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-m0onal. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed— see MID-WL-MA0004-02. APPROVED DOOR STYLES: 114 GLASS: pppp Q epn IMM 0o 0o s oo 0o 00 8 an 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: 0 0o an 00 0o 0o an 105 Series 106, 160 Series129 Series' 12 RA. 23 RA., 24 R/L 107 series' 108 Series 30e Series Series' inns glass kit may also be used in the following door styles Eyebrow 5,panel with scroll Oa k_claf 1 E. ARKµ_,., 1 Yr+rn IYar I rULMCLASS UNI UYVOOKS N T—Vtl 0e 1—rrwr Oat. PREM-01(/NIN n eAa . U nOv.ury Daarr Apn129, 2002 Masonite International Corporation du: Eo-riurne Woeram of p100un a turovemNN makes sDKt xMions. des" and 1r00.0 oeUu suttict to C"t -Whoul notice. OO Glazed Inswing Unit COP-WL-MA01 4-02 - FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: oa nn 404 Series 410 Series 109 Series 114, 120.122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Serbs 120' 122 Series 300 Series 24R, 24LSerbs CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TEST:1N ACCORDATHMIAMI- DADEA202COMPANECITY, 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 Jak raft AR E IInlNl:4.\iJ l'r+7 N\' UVUNJ IbTA wNiOwly-r"V'I Dsa.\ ro 1.v,nRU.+ Apt29, Z002 O V.li1, M as o ni t e International Corporation OW mP109NM 01 uloeecIMPOWVMM WkfS SWKS10S. eesgn 3r4 woucr OMW SOW 10 ctWV wAhWl WKC Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: y 14, 4 Double Door with 2 Sidelites Maximum unit site . Ira' Xrr Design Pressure 52.0/-52.0 UrrAled wild unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic "on Is determined by ASCE 7-national, slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: na as ao no oa 008 an 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: ao on an go an as 105 Series 106, 160Series' 129 Series' 12 M, 23 R/L, 24 RIL 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5•parttt with scrod. U Oakcraft AR EK" 1'1111nC:4A%%ri H'r"\' br>bA% M T..owolrs..p.rGwy_bow. April 29, 2002 da CoMli.Ylrq Wriwim of ploovo anpfovtm"l rtWts SM-1-OWns, desgnand o100oCl delid sWllttl to t"t wlnw norit Masonite International Corporation OXXO' Glazed Inswing Unit COP-WL-MA0145-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: fa ao na e0e Serbs a10 Serbs 109 series 114,120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series IML 12L 2X 23L. 450Series 152 Series 1e9 Serbs 109 series 120. 122 Series 300 Series 24A.24L Series CERTIFIED TEST REPORTS: CTLA-805*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 loam 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 Oakcraf ARTEK'- w.. t a.+ " r .. ..• a 1; ULMr LA%S LNINI 11Url,t Na T• "04r"'t.wr Da April29.2002 Masonite International CorporationOwC"ft ppoenm of erooua +nororemem mKes SDtdMinont, oespn aM eroeuet eeW WWI to thine! "h" w1ce. XX O• At t Glazed Inswing Unit 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 unlit size - 6'0' x8'0' Design Pressure 40.0/-40.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic loca0on is determined by ASCE 7-national. state or local building codes specify the ad" 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: am as as 822 Series 1/2 GLASS: n E] as e0e Series 108 Series Oak ,raff ARTEW ._ VIDUA '.LA,s I:naMS' UUVM] ra...n.w.•rs..pwtnt„o.... April 29, 2002 0. core.nyrnp p OWam 01 prow enprOvemeM mixes speGrKau003. ee A ADO prom,Ma soni te international Corporation 00aa SUOKCI 10 ChM" *010LA nOW. XX ,, ,, 1 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 8t0 Series $52 series 300series 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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft EK" ,..1.....1, ,..T W 1 1/•.A f—..I.. e.l Iul AtLNIMI 11.1.11.\ ARj" M•• T nY..O r,e..p.0 F-1c e•. April 29,2002 Masonite International Corporation fiur cWdoj" peen of Woova mpo.e111eM lrlikn ImitAmmns, *so am podw MR Sugllcl 10 c.eflee WOW "o1Ke XO or OX 1• 1 ae t Glazed Inswing Unit APPROVED ARRANGEMENT: oIh° 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 Mi durum unit size - 6W x 61)' Design Pressure 40.0/-40.0 Un" water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and irfpact resistant requitemems for aspecific building design and geographic location is determined by ASCE 7-nalional. slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: t>® oa oa an Series 1/2 GLASS: 0 ao 404 Series 106 series 0 Okraff AR EK' Lu 1 .,1blad / 11'1I11.Nt 1A\\ 1'.VIN\' nfff/N\ Naw.i•W.ata,..rwu F.vYDean PRE10 alTeal. /.Y... 11 w O.a11fY pearl. v Aula29 2002 Masonite international Corporation out tmmnwne plepma01 po%tl I 9,0" Ptm masts sW,*"ans, oMgn afdMMutI atlas & W11010'Wot "nneul Nbc, XO or OX O• t 4: l Glazed Inswing Unit r '' 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: raa;< eto series 3W sodas APPROVED SIDELITE STYLES: 450 Series e52 series 810 series 900 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oa raft t.•/ ., prll,/1'IVV,i r.rrJrnn I, rN/lt//, Masonite International Corporation AR4E HOURGLASS 4M'r'M1' 111111-1 Nan iurr.eFMryhr lnvrOsrrenvrOw. April ;29,2002 ow toftrw qprogram ofwoo""' mVo. ertl mAke% spee,ftNgns. eesgn and proem oeteo. subject to crtenee "mbur ndKI! Oxo P0149- Glazed Inswing Unit 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 3'0" x 8'0". Single Door with 2 Sidelites l 4wrnum unit size . 9'0' a 8'0' Design Pressure 40. 0/-40.0 Limited water unless special ttueshold designIs used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant repuirements tot a spedlic building design and geographic location is determined by ASCE 7-national, state orlocalbuilding codes spedly the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed— see MAD-WL-MA0004-02 or MAD- WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/ 4 GLASS: 1/ 2 GLASS: e0e Series 108 Series Oakcraff N ii rl AR EK" e- l.tl •! 1 I rDI N(.L/1\\ I:tr'r"' 1)1)rl".\ rboh.enN faieraYrr fn"r Doer ry-a• • gzF.l%r ves /i. 0.. r Dee•. Apri129. 2002 Masonite International Corporation ow sc+a+"ene pogam 01 proou Mnolm"Wrn makes soccit"Ons. "W ano pooun onap subjetl t0'04"t WOW nOrie. W&r% 1 r t ' ' I Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: l 10 serf 300 Series APPROVED SIDELITE STYLES: f 450 Series 952Series etoseries 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). W W+ State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakgg:j, ARJOEW FIBERGLASS ENTRY DOOMS Nsn•Teee"ee rAerrll"Env, Peen Aptd29.2002 Masonite International CorporationDweomouhqvowamaioWwMpfovemeMmakesapekation5. Moonaoo pro" dean sogecr10 Ma oe willful notice OXXO t I t Glazed Inswing Unit r 890" FIBERGLASS DOORS APPROVED ARRANGEMENT: yy1 Y \ n O Y, C py1 Double Door with 2 Sidelites Madmurn unit site .12'0- z 8'0- Design Pressure 40.0/-40.0 Limited water urdess special thresholddesign isused. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant re0aitemerds for a specific building design and gedgrap* bcadon Is dekrmined by ASCE 7-national. state of local building codes specify the edition fepuired. 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: 0300 as ao 822 Series 1/2 GLASS: n E,1 oa e0e Series 108 Series U O akc aff ARTEK VIDLNC.LAS\ L'N'rKV VOOk\ Nokte.votfMrtYu lrwl Doan C„yy•/ • n O.or .r Dsor. April 29.2002 Masonite International Corporation out camft na Woeram of Wadon '.0" 3Militilgni, etipn rno Wo" des" sow toC"t .'"'A OWKt. OXXO ` t I t Glazed Inswing Unit I 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: s•t L i to Series 300 SMies APPROVED SIDELITE STYLES: 5o series 952 Series 810 sense 30o series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraft AR-4 EW I'INL NI.LAi LtaIM\' 1)•)1)KS rbi.G.r.N lde.rOr tre/I Daw. l,.EM '::i.i Jri... e6eerDee.. April'.M2002 Masonite International Corporation ow comMwne Moelimor woeun +^aovemem ma\n soec M1CNonS. ees en ane goeun een+sultim 10 mme Kmnoln n Ke XX 1• ,t 1 Glazed Outswing Unit 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". Double Door MaAawat unit sin • 6'0' x6'8' Design Pressure 55.0/-55.0 Umiled water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resident requhments for a spedlte building design and geographic location is determined by ASCE 7-national, state orlocal building codes spedfy the edition required: MINIMUM ASSEMBLYDETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD- WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/ 4 GLASS: as an 11 ao an 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/ 2 GLASS: 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/l, 231L1, 24 R0. 107 Series* 108 Series 304 Series Series' This glass lit may also be used in the following door style: Eyebrow 5-panel with scroll Oak_ raft AR4EW [.0.0: ., 1— I l"1"4; l\S% 4r.'r K V1,00 N 1 [p.,..r...,r..1e..M.0 1—r D_ ry}C.,[l/1/aj e ob• mr o•«. April 29,2002 Masonite International Corporation OW Co,,,,nq aoerrm o1 Wo" + Wov[m"j mMespoeC VKMQns. apron ohdWWKI 0[ 0 S.D.W to'N", w,mwl ",1 , XX O• 1t 1' Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a on ao 404 Series 410 Safes CERTIFIED TEST REPORTS: YIfff Ir 0 109 Series 114, 120.122 152 Series 149 Series 300 Series Series 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 31132" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBaithazor, P.E. — License Number 56533 Oakjraft AR EK' 1'IUINI ,, A!4.1' IlN'f N\'`U U.)N5 Y"Ewr, Dow. April 2% 2002 0. COM-" pl"p 0111014W0014 -worem" miee5 ipeeil060M. Colo^"010" u.. to ch"e w4MW -ow Masonite International Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit site . 6'0' x 8'0' Design Pressure 47.0/-47.0 Umitad water unless special Owes" design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resisUm requirements for a spedlk building design and geographic location is determined by ASCE 7-natimW. stale or local building codes speca the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed -- see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: ngal 404 Series a as 822 Series 108 Series Oakcraff AR k EK - W.—l—r" e--. 1'IeL N(MAS:S I..m'rMY UUI>NS Nsn.F.yN hD..ab, r.wf O.w. !'REMO'A Aprd 29. 2002 oV.. Y D.u• W copwrw l eroalam 01 poeo0 mpo+emem mats sot tAmns. oeegn amoroe.0 M a s O n i I! International Corporation dow 3~11. UWlee "aMW rM Ce N •may • 1 c y A 3 2 1 NR7ifE0WE SIRES Fan fB ALOE DOOR REVISIONS MrRA E1°DANEs-TpO°,ae REV. NO. I ZONE: DATE: I ECN NO.1 APPVD: I DESCRIPTION 1 1 82 11/00 - MWW I CITY (1) WAS (2) FOR TRACK BOLT HMWONTAL RLAOt 2D G YIN. DO STILES ArTACHD W DOOR DOOR NSIAL SON MM PAIDDED WO-L-IOC SYSTEM h ( Top. BoiWY t cOnER). D MEN y NG f ILV. A61 FLAG TRACWOOD4" s 5/IfDOD LAD SGEYS LISTED 11m. DOUBLE ,5 AYNtARIE AS AN OPBON YEN T:' Irl ac, 1(4) 5i: DSO' A DAW. Sm 1RAtJt ptMlfET. IRLOOK PCs" OEO Pf a sRK7mS M WE. Uet top BRICKET REPORT#96C6C * ml Ell I ]],----ONE C 3's xe G uWOU- ON BOTTOM SECDON, U-BARS INA 2-t-2-1N U-BARS ON NEXT SORNL M) /14d/B' 4RET METAL SCAM OMM vOF U. F>riS A OPDOIUA OUTWE NEIED loot POS ION i him DOOR WON . t5'-0 O O. ffitlEIIEYdilOBS i/APPRq SStER6. f4 QL itn NWGES fe G MpNFIVAfF mleArmommm FTAa11T iRAAE RtRN U.V. 1Eig DOORS UPP W 77''p' NY7t t)oRAs st OF ((s> sFLROF6 {ggR1], 2". LAD SONOWS FFO' BE ammmm DOORS DYED Y-OI' FSF11 CONSST OF ts) SEL:nDNs fNOT SIDAFQ. OGWYIO ON WME WWACE (MR NOT REOUFED) W PIIDIIOE A RUSH MNJMNO STOP YOULDNO Br DOOR INSTALLER (W SIT) SLOWACE NOIRi9NfK AAA18.s DO NW TRANSFER WAD. Us IE1LON PNE am 20 G WL GALN STm END SIRE 1 r RBtlt . A 20 QA GYM. Sim N4E1E SINE 1 / ORYW LaMOLDEDINSIDEE R RANGER RRACKETS/FAIi0 W0PmHEADSONINMMONE5/ffrF315- MD Boom40 (wsmCOATEDMGMDEIImm. PER um T (C-RO PER TRACK BRACIRT. GILVAN BA PRRETL OR 2 E= (I.OED re 1/1. 001A71E1E) OIIT% %31TopAt SOW IAicN ERGS 9EYN. NfUZlRA9i160N iNC D MRt F/1A5117RR (OIEPERRDUER) )sS}fEwltErxv. StEFl cERIEItSIDESOFSimSON. EaoLLGFTI SIM F W NrER. SRtES__IF/SOESIMPM - SEEYE ANfJ1M t' 0-0. AWL W'SIDI NMARED 2' FAtE CALY SEm 1RMit FASTENED W Is OA OKV. S1m RpUELE 1ENGE'SfifLfRS K DOOR MR TAF006• MI(iDRS IIAY sE t0U111El4oleC 12 G o/LV, rm 7TYtl( ERAtl1EEi F WEND SRtES EVCl/ R!(s) i11i6/B SNFEF 1[TAL W' BRACKET ATTAC/RD R/(4) N1FIt. STILE IR NOT AEOIIBED) W PROADE.A RY3N TRACK ATUCAm W EACH BRA XET /t4xS Ste! AtTAI 517i115 ANOf4AfYSfEETTKiMRRI/R1C ILWADE WORWOMM AYNS DD Not WIN ONE 1/4-Wr MILT k NUE (s) i 4O/4 SlF tAPPR1D 9CAEtl5 PER Be "WESNPLAP "IM S2R1F5. iGS W L"OL OR Two 1/4' OK AhE1S. OU15DE KEYED f11/1NF END END 2' aM SHORT SMA. 10 SARL STEEL ROLLER. n EENDGHHOL iOiii SIRE dIR MAN( WESTERfEID. PE. FASTENED W F1D PREPARAIION OF AAMRS BY OTHERS FLORIDA Pi #41495SFILE4) 11/R' A. HANDLE MORAL CMEOLLM PE /2JRJ2SSRlES 3' TALL U-BAR t (4) f/4'c1/4' SRF nvNr 10YT•1D lot 9 LOW WA MLGTFtO VSfM 57RETICIIF. SO KS SHW LARK E anENGAGES HOAR 2, THE DCSM OF DIE SAWOROW SMOCRRtAI EIIIfMS DES" LOADS: 24.0 PSF k -24.5 PSF EACH SIDE SHALL . BE THE F ESPMISM OF TIE PROFESSIONAL . OF TEST LOADS: +36.0 PSF & -37.0 PSF OF OOOIL RECORD FOR THE RUI RL' OR STRICTURE AND IN ACCORDANCE 1 N A 2122--1PAf SEmPMO U-BARS SE IE OCK EWTENEEOARRENT M 0 BORaR10CODESFOR THE LOADS U51@ ON fmC A >FiA ). PART NO.: - R' OM 80ROMc9}g,^FgfMM,J/ U-MR.NT TRAP NNKL IL40 WdwA AT MM TTM/,4"e3/t' SELF TAPPNi: SCAFIS O .may rN..nF.e uni- SI.W 00-W. X2 Sub I= EACH so.r ama"w'IELec7RmaCrs m. TOLERANCES .. I EA L GR°I"w6 aI 452oz Pik tF WGtRat. . Td RL 1 1S-33r-1AIp OFr wtwE'dnWA t.03 fEBBM.BBEeaM Nc falb: 1-5T3-?E2-15T9 aoF alrr Amr. IaFee4 s allo1Ar GO . tA15 SECW N A -A fSOF MW rI1IQQLJIMrM R..Cbr ean.rA. Far.1P DESCRIPTION:. MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD: AY..w Wr mBe. wi r.w b 000 s t:0a5 T3 aA Gfcv. BOTTOM44SHEEP . E.rR4 A. 4Ar Styr r Om . t.00t DRAWN BY: 8WE DATE: 4/t8/W SCALE: NTS DWG. METAL SCAETTS IOTACTImNTTt (2) /t4b/B' SNIEEi " NA.e:.AtlAE NA.+eAAa 2) 0-- #1/Z' CHEMED BY: MWW DATE: 4/18/00 SHEET i (F 1 SIZE B t ZOA; MAJUNUICOMMISIONihrQum_ SI.W` R reNTt l°)eGOon ` ARE # 4 scom DWG. NO.: 102138 REVS NO. 1 j,1. 1S 4A 4 MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKIN) ATTACHED W i0(( )LINTSINTERMEDIATEdo TIANDURETFIAN A[OFHESIVE (ALONG CENTER t J OPTIONAL DW GLASS OR LISTED 1//8- ACRYLIC UiFS AVAILABLE SEE SECTION 8-8) 20 GA MIN. ENO STIES ATTACHED TO DOOR SKIN WITH PATENTED ToG-L-LOc SYSTEM A OP, BOTTOM A CENTER). 1 N0. ZONE: DATE: Ea 1 I A4 11/00 2' THM 3' TALL U-BAR 20 GA GALV. STEEL d ,. r 1-7/6' r REVISIONS OTY (1) WAS (2) FOR TRACK BOLT HORIZONTAL TRACK SUPPORT BY IDOORINSTALLER (TO SUN)-Vj D REP(JRT#9606C / 13 GA GALV. STEEL FLAG BRACKET. J/ 1s a ww. sfm TOP EACH FASTENED TO WOOD AMM WITH T A WI(3) (3) 5/16-=t-5/8- WOOD LAG SCREWS. 1 S SIfWMIN. 14a , afel[t METAL HIM DOUBLE TRACK POSITIONI=LOW HEADROOM IS ( BOTH SM) WITH A BAKED-ONw7PRIMER. SLAP Jowls OO AVAILABLEAS AN OPTION TRACK CONFIGURATIONANDA BAKED -ON POLYESTER x TWO POINTLOOKINGTOPCOATAPPLIEDTOBOTHSIDESOF STEEL. SIGN. 14 u GMA sSM HEI.YHT "L- ONE 3' TALL x t DO 2' GAL.V. STEELTRACK. - 7 20 G4 U-8AR (50 KSI) CUP 4 14,a - • MIN. TRACK THK]OESS:.m. -0 6 PER DOOR SECTION. END SLIDE BOLT k (4) 1/45q/4- SELF i' 8 -0 LIB I STILELOCOENGAGEST"^N"a INTO VERTICALTRACK x ONE Y TALL = 20 L5L GLV. = TYP. 2-1/2-=12 GA CALV. STEEL TRACK BRACKET. LOCK1 „o+ ,T .—.+ PEII u Ax. ONEEC U-V (4) TRACK BRACKET'S PER SIDE. IJ)_ " "' fiR SOCIGN F/C!1UPI R ATTACHED OPTIONAL OUTSIDEKEYEDLOCKPOSITIONOFDOOR. aLM r 1/s sY/4' saF ww c MAX. DOORWIDTH9'0' SeALWsPQt Star: tacafow. LHR TOP BRACKET INSIDE SIDE BOLT DOUBLE HORIZONTAL 14x3/$- SHEET METAL SCREWS LOCK ( TRACK DOORS LIP TO 7'-0- HIGH CONSIST OF g)SECTIONS (NOT S )) FRONT FRAME WITH U.V. DOORS OVER 7`-0- HIGH CONSIST OF HOMM).. COATING ON OUTSIDE SURFACE DOUBLE TRACK 13 GA GALV. STD]. BOTTOM HEADROOM OPTION 0 ONRncALJMINATTAQAgmQFRAMEBlwDB4L-S): BRACKEr. ATTArlm L Tao n n 1 4' x3 4' Sf1F 1/Z'x3' !AG SIZiEVIS ON 24 CENTERS. I WWI J/H5lB SNNIEff IQAI SYAEMS r I 7APPMIO SCREWS. REOUIM) G PROVIMAY BE DE A FLUSH COUNTERSUNK MVO 7/ 8 ACR L UTE OPTIONAL10 SCREW 14 GA END H1NGF5 18 GA. INTERLK7IATE HMICE ( k MIND NFAIIXJSM . W94DOW TITS NEW 'B,B. C. SURFACE. HORIZONTAL .WAS 00 NOT TRANSFER LOAD. SECTION A -A SCE NEW) SECTION B-R N:RllCAL JAMB ATTACINIEMf (C- /Sn3(10 PAN HEAD SCREW PSI MIN.MOLDED INSIDE (10 SCREWS PER LITE) END STOP MOULDING BY DOOR INSTALLER (TO SUIT) 3 BIx4 SLEEVE ANCHORS ON 24 OE am (BOTH LITE RETAINER INTER.STILE 2x6 YELLOW PINE JAMB 20 GAL MIN. GN.V. STEEL END STILE C-IO BLDCO OR 2.000 PSI MIN. CDNCRELEj OR SNAP LATCH ENGAGES STI E 1/4514' TAPCONSCREWSON24CENTERS (2.000 QHfO VERTICAL TRACK. PSI MIN. CONCRLIE). WASHERSNCLUDEDWITHONESNAPLATCHAC20GAGALV, STEEL INTER. STILE LOCK BAR SLEEVE ANCHORS. 1. OD. MIN. WASERS REOLIRED EACH SIDE OF ODOR. ENGAGES IN 12 GA. GALV. STEEL TRACK WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE TRACK BUT NOT REOLIIRED) TOPROVIDEAFUISHHANDLEITONBRACKETSFASTENED TO WOODJAMB) AWlIN1INC SURFACE HORIZONTAL JAMBS DO NOT OF D OR. WITH ONE 5/I6PERTAILBSCREWTRANSFERLOAD• OUTSIDE KEYED OF DOOR. PER TRACK BRACCLT. RANDLE 18 GA. GALV. STEEL CENTER HINGE END FASTENED TTO IJTER. ST4ES W/(4) I14x5/ q SHEET METALSCREN5. I STD OUTSIDE KE TFI1 LOCK 2- CALY STEEL TRACK LOCK BAR LOCKING C 1 FASTENED TO 14 GA GALV. STEEL. ROLLER HINGES 12 GA. GALV. STEELTRACKBRACKETS. FASTENED TO END STILES EACH W 4) TRACK ATTACHED TO EACH INSIDE t{gFpLL BRACKET // I4x5/8• SASE! METAL SCREWS Atb WITH ONE 1/4- x5/8- BOLT h NUT (4) 1/4-x3/4- SELF TAPPING SCREWS PER END HINGE DESIGN LOADS: +25.0 P.S.F. k -32.0 P.S.F. rHEYE4 Emc TESTLOADS: +37.5 P.S.F. k -48.0 PS.F. OR TWO t /4. OHA RIVETS. LATCH LOCK OPTIONETS. aor aa.=rs tcautorrt2• Dw. SHORT STEAL. 10 SAIL STEEL ROLLER. PREPARATION OF JAMBS BYOTHERS. JAMBr aJra sufufe `I°" rs m A tam >saCOMM ' PART NO.: - swlw ofa .N.. 312 IdaA SL Swb 141M TOLERANCES —IDEAL r di 452NI2 id A SECTLON G- C a a+++4. .w =v r1 tn..r Ia m-As o - t. 01 NM4ilaeNiYbFaIir51s7azsr, SHALNOTEL 2: T DESIGN S THE SUF THE R STRUCTURAL. ELEMENTS SHN.L THE RESPOMSIBlRYOFTHEPffESSIQNAt. OF hf' E . w.. 00 tAL5 DESCFUPTION: MODEL SRST W4 4-0 x 8-0: +25 32 DESIGN LOAD RECORD FOR THE BUILDING OR STRUCTURE AND IO ACCORDANIC€, MARK YESiERF1E7.D. P.E. WTH CURRENT BUILDING CODESFORTHELOADSLISTEDONn'l r... ri: k, re. t t.. a... DRAWN BY: BUM DATE: 4 18/00 SCALE:. Nrs 0000 - t.0R1 / DllC. Uegrtea B FLORIN P.E. /48445fTHISDRAWING. f P" An* t t/2' CHECKED BY: AnNr DA?E: 4//8/DO SHEET T OF 1 SIZE . NORTH C-AROLINA P. E. /23832 % l Non. + - PfO Z9 Stded OtlrnlwawENslBra ALOE w-lNe/Es. DT Q:-NO.: 102137 REV. NO. 1 4 3 2 89naiIlIrr flUUTUL ILMUPJI) D 1Is: UUj:Nlj LJIV. I FORM 60OA-2001 FLORIDA ENERGY EFFIPIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1749 , Builder: DR HORTON Address: Zic, A sv\ c c)Uk;_ - Permitting Office: City, State', Permit Number: Owner: +J 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: 42.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft1) 1760 ft= c. N/A 7. Glass area & type a. Clear - single pane 271.0 ft' _ 13. Heating systems b. Clear - double pane 16.0 ft2 , a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 188.0(p) ft _ c. N/A b. N/A 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, 1010.0 ftZ _ EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 270.0 ft' _ b. N/A c. N/A 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, 1886.0 W _ 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 _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.16 Total as -built points: 23852 PASSTotalbasepoints: 24941 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: _X 1A Ase. DATE• 03. 02. I hereby certify that this building, as designed, is in compliance with the F1014'da Enjargytgode. OWNER/AGEN1 ''1 > DATE: %I- 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: er A aa EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE. AS -BUILTFPESditionedXBSPMPointsOverhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1760.0 2&78 8167.1 Single, Clear E 1.0 9.0 38.0 59.31 0.99 2239.3 Single, Clear E 1.0 8.0 18.0 59.31 0.99 1054.9 Single, Clear E 1.0 14.3 14.0 59.31 1.00 826.9 Single, Clear S 1.0 6.0 23.0 44.66 0.94 969.6 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 11.3 18.0 53.47 1.00 957.9 Single, Clear W 1.0 15.0 16.0 53.47 1.00 852.4 Single, Clear S 10.0 7.8 40.0 44.66 0.53 952.6 Single, Clear W 1.0 13.0 16.0 53.47 1.00 851.9 Double, Clear H 0.0 0.0 16.0 93.50 1.00 1495.9 Single, Clear W 9.0 10.8 40.0 53.47 0.59 1253.4 Single, Clear S 1.0 6.0 16.0 44.66 0.94 674.5 As -Built Total: 287.0 13001.2 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 270.0 0.70 189.0 Concrete, Int Insul, Exterior 3.0 1010.0 1.40 1414.0 Exterior 1010.0 1.90 1919.0 Frame, Wood, Adjacent 11.0 270.0 0.70 189.0 Base Total: 1280.0 2108.0 As -Built Total: 1280.0 1603.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 139.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1760.0 2.13 3748.8 Under Attic 19.0 1886.0 2.82 X 1.00 5318.5 Base Total: 1760.0 3748.8 As -Built Total: 1886.0 5318.5 FLOOR TYPES Area,X BSPM Points Type R-Value Area X SPM Points Slab 188.0(p) 31.8 5978.4 Slab -On -Grade Edge Insulation 0.0 188.0(p 31.90 5997.2 Raised 0.0 0.00 0.0 Base Total: 5978.4 1 As -Built Total: 188.0 5997.2 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE„ AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 1760.0 14.31 25185.6 1760.0 14.31 25185.6 Summer Base Points: 33355.9 Summer As -Built Points: 39250.3 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 33355.9 0.4266 14229.6 39250.3 39250.3 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 11920.9 11920.9 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPMPoints Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1760.0 5.86 1856.4 Single, Clear E 1.0 9.0 38.0 9.96 1.00 380.2 Single, Clear E 1.0 8.0 18.0 9.96 1.01 180.3 Single, Clear E 1.0 14.3 14.0 9.96 1.00 139.9 Single, Clear S 1.0 6.0 23.0 7.73 1.01 179.3 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 11.3 18.0 10.74 1.00 193.2 Single, Clear W 1.0 15.0 16.0 10.74 1.00 171.8 Single, Clear S 10.0 7.8 40.0 7.73 2.03 626.3 Single, Clear W 1.0 13.0 16.0 10.74 1.00 171.8 Double, Clear H 0.0 0.0 16.0 4.91 1.00 78.5 Single, Clear W 9.0 10.8 40.0 10.74 1.08 462.4 Single, Clear S 1.0 6.0 16.0 7.73 1.01 124.7 As -Built Total: 287.0 3101.9 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 270.0 1.80 486.0 Concrete, Int Insul, Exterior 3.0 1010.0 3.80 3838.0 Exterior 1010.0 2.00 2020.0 Frame, Wood, Adjacent 11.0 270.0 1.80 486.0 Base Total: 1280.0 2606.0 As -Built Total: 1280.0 4324.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 208.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1760.0 0.64 1126.4 Under Attic 19.0 1886.0 0.87 X 1.00 1640.8 Base Total: 1760.0 1126.4 As -Built Total: 1886.0 1640.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 188.0(p) 1.9 357.2 Slab -On -Grade Edge Insulation 0.0 188.0(p 2.50 470.0 Raised 0.0 0.00 0.0 Base Total: 357.2 As -Built Total: 188.0 470.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE, AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 1760.0 0.28 -492.8 1760.0 0.28 492.8 Winter Base Points: 4812.8 Winter As -Built Points: 9252.1 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 4812.8 0.6274 3019.6 9252.1 9262.1 1.000 1.00 1.078 x 1.160 x 0.92) 0.402 1.160 0.402 0.950 0.950 4060.2 4060.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As-BuiR Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14230 3020 7692 24941 1 11921 4060 7871 23852 PASS EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606. 1.ABC. 1. 1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) 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 efficiencof 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge4D/FlaRES'2001 FLRCSB v3.2 IE RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R .lob: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project Information For: DR HORTON Notes: Design Info .' • Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 55 Moisture difference 37 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 34257 Btuh Structure 29973 Btuh Ventilation air 0 cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 34257 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 30344 Btuh Method Simplified Construction quality Average Fireplaces 0 Heating Cooling luumeVol(ft3) 1400 1400 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 188 94 Heating Equipment Summary Make TRANE Trade Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1250 Btuh Infiltration 2351 Btuh Total latent equip. load 4751 Btuh Total equipment load 35095 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Efficiency 10.2 EER Heating input Sensible cooling 29050 Btuh Heating output 0 Btuh @ 470F Latent cooling 12450 Btuh Heating temp rise 0 OF Total cooling 41500 Btuh Actual heating fan 0 cfm Actual cooling fan 1383 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.046 cfm/Btuh Space thermostat Load sensible heat ratio 87 BoWtallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C Wr ICE' HtSC> t RightSuite Residential- 5.0.64 RSR26016 2002-Mar-01 10:21:37 E:\FBes\DRHORTON 2002\1740\1749xsr pap 1 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family - a. Central Unit 1 - 3 - b. N/A Yes _ 1760 ft2 c. N/A 271.0112 - 13. Heating systems 16.0 ft2 - a. Electric Heat Pump 0.0 ft2 - 0.0 ft2 b. N/A R=0.0, 188.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 1010.0 ft2 - R=11.0, 270.0 ft2 _ b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1886.0 W _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft - RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) Cap: 42.0 kBtu/hr SEER:12.00 _ Cap: 42.0 kBtu/hr - HSPF:8.50 - Cap: 50.0 gallons - EF: 0.86 _ PT' - 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) ogZtl>85T9TFinthishomebeforefinalinspection. Otherwise, a new EPL Display Card will be completed Cs based on installed Code compliant features. Builder Signature: Date: _l-- Address ofNew Homer j ., City/FL Zipek4AT__CL_.)we DNOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If yourscore is 80 or greater (or 86 fora US EPA/DOE EnergyStardesignation), your home may qualms forenergy efficiency mortgage (EEM) incentives if youobtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www fsec. ucf edu for information and a list of certiftedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityAffairs at 8501487-1824. EnergyGauge® ( Version: FLRCSB v3.2) RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2666 PrOCOCIWe A - Wimer intntratlon Fi 1 M GalculatlOn- 1. Winter infiltration AVF 0.80 ach x 14080 W x 0.0167 = 188 elm 2. Winter infiltration load 1.1 x 188 cfm x 32 OF Winter TD = 6621 Btuh 3. Winter infiltration HTM 6621 Btuh / 325 ft2 Total window = 20.4 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 14080 fP x 0.0167 = 94 elm 2. Summer infiltration load 1.1 x 94 cfm x 18 OF Summer TD = 1862 Btuh 3. Summer infiltration HTM 1862 Btuh / 325 ft2 Total window = 5.7 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 37 gr/Ib moist.diff. x 94 cfm = 2351 Btuh eroceaure u - equipment Sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 29973 Btuh Sum of ventilation and structure loads = 30963 Btuh Rating and temperature swing multiplier x Equipment load = 0.98 sizing - sensible 30344 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 37 gr/Ib moist.diff. = 1250 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 2351 Btuh Equipment sizing load - latent = 4751 Btuh Construction Quality is: a No. of Fireplaces is: 0 SoftWelic values have been manually ovenldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ff.. Wre4ghtS C)ft Right -Suite ResiderdialTM 5.0.64 RSR26016 2002 Mar-01 10:21:37 AM E:\Files\DR HORTON 2002\1749\1749.rsr Page I RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-"7 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Etl. 1 Name of room Entire House LIV/DIN LDY 8TH2 2 Length of exposed wall 188.0 ft 58.0 ft 6.0 ft 5.0 ft 3 Room dimensions 19.0 x 24.0 ft 7.0 x 9.0 ft 6.0 x 9.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 ftl heat1cool 80 ft heat/cool 8.0 ftl heav000i TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg -1 Clg fF) Htg Cig ft) Htg Clg ft2) Htg I Clg ft2) Htg CIg 5 Gross a 14B 4.6 2.1 1290 344 0 0 Exposed b 13C 3.2 1.2 288 120 48 40 walls and c 0.0 0.0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 173 6"'M 93 3437 0 0 0 0 glass doors b 8C 37.0 80 2957 0 0 0 0 0 0 Heating c 'IC 37.0 0 0 0 0 0 0 0 0 d 9C 38.7 18 697 0 0 0 0 0 0 e 7L 20.8 16 333 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 4 82 0 0 0 0 0 0 glass doors NE/NW 42.5 169 7188 23 1435 0 0 0 0 Cooling EIW 0.0 0 0 0 0 0 0 0 0 SE/SW 56.9 98 5572 70 4246 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 142 16 2275 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 18 265 179 0 0 0 18 265 179 0 0 0 b 11A 18.9 12.7 20 378 255 20 378 255 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 2.1 999 4603 2057 231 1064 476 0 0 0 0 0 0 exposed b 13C 3.2 1.2 270 851 316 120 378 140 30 95 35 40 126 47 walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1886 3172 4163 572 970 1273 63 107 140 54 92 120 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 01 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 188 4873 0 58 1503 0 6 156 0 5 130 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is do. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 20.4 5.7 325 6621 18621 113 23021 647 18 367 103 0 0 0 13 Subtotalloss=6+8..+11+12 31143 10033 989 347 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10 3114 10 1003 10 99 10 35 15 Total loss =13+14 34257 11036 1087 382 16 Int. gains: People @ 300 5 1500 1 300 0 0 0 0 Appl. Q 1200 2 18M 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 27248 8773 1057 167 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 109A 2725 100% 877 10°/ 106 100/ 17 19 Total RSH gain=(17+18)'PLF 1.00 29973 1.00 9650 1.00 1163 1.00 184 20 Air required (cfm) 1 0 1383 0 445 0 54 01 8 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ws 7C ht50fit Right -Suite ResiderdialTM 5.0.64 RSR26016 2002-Mar-01 10:21:37 E:\FBes\DR HORTON 2002\1749\1749.rsr Page 1 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING ,AIR CONDITIONING,R Job: 1749 MODEL 104-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 71n ttl. 1 Name of room BR3 BR2 MBTH MBR 2 Length of exposed wall 23.0 ft 11.0 It 25.0 ft 27.0 It 3 Room dimensions 11.0 x 13.0 It 14.0 x 13.0 ft 11.0 x 15.0 ft 18.0 x 13.0 It 4 Ceiings Condit. Option 8.0 ft heat/coot 8.0 ft heat/cool 8.0 It heaNco01 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg 'I Cig ft') Htg Cig ft2) Htg I Cig ft2) Hig I Clg Or) Htg I Clg 5 Gross a 14B 4.6 2.1 104 88 200 290 Exposed b 13C 3.2 1.2 80 0 0 0 walls and c 0.0 0.0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 16 591 0 0 32 1183 glass doors b 8C 37.0 0 0 0 0 0 0 40 1478 Heating c 1C 37.0 0 0- 0 0- 0 0- 0 0 d 9C 38.7 0 0 0 0 18 697 0 0 e 7L 20.8 0 0 0 0 0 0- 0 0 I 0.0 0 0 0 0 0 0- 0 0 7 Windows and North 20.4 2 41 2 41 0 0 0 0 glass doors NE/NW 42.5 0 0 0 0 18 709 72 2837 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 56.9 14 663 14 663 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 142 0 0 0 0 0 0 0- 0 8 Other doors a 10D 14.7 9.9 0 0 0 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 88 406 181 72 332 148 182 839 375 218 1005 449 exposed b 13C 3.2 1.2 80 252 94 0 0 0 0 0 0 0 0 0 walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 143 243 318 182 309 405 165 280 367 234 397 521 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 11 285 0 25 648 0 27 700 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 20.4 5.7 16 326 92 16 326 92 181 367 1031 72 14671 413 13 Subtotal loss=6+8..+11+12 2414 1843 2830 6229 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10 GA 241 10 184 10°/ 283 10 QA 623 15 Total loss = 13+14 2655 2027 3113 6852 16 Int. gains: People ® 300 0 0 0 0 0 0 2 600 Appl. @ 1200 0- 0 0 0 0 0 0 0 17 Sublot RSH gain=7+8..+12+16 1389 1349 1554 4819 Less external coding 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 139 10 OA 135 100/ 155 100A 482 19 Total RSH gain=(17+18)'PLF 1.00 1528 1.00 1484 1.00 1710 1.00 5301 20 Air required (cfm) 0 71 0 68 0 79 0 245 Printout Certified by ACCA to meet all requirements of Manual J 7th Ed. A,- w"40"[s0'flt RightSuite ResiderdialTM 5.0.64 RSR26016 2002-Mar-01 10:21:3714M'+ E:\Files\DR HORTON 2002\1749\1749..r Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room FAM KIT 2 Length of exposed wall 0.0 It A6 ft 3 Room dimensions 13.0 x 17.0 ft 12.0 x 21.0 It 4 Ceiings Condit. Option 8.0 ftl heaticool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg ` I Clg ft2) Htg Clg ft2) Htg I Clg Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 264 Exposed b 13C 3.2 1.2 0 0 walls and c 0.0 0.0 0 0 partitions d 0.0 0.0 0 0 e 0.0 0.0 0 0 f 0.0 0.0 0 0 6 Windows and a 1C 37.0 0 0 16 591 glass doors b 8C 37.0 0 0 40 1478 Heating c 1C 37.0 0 0 0 0 d 9C 38.7 0 0 0 0 e 7L 20.8 16 333 0 0 f 0.0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 glass doors NE/NW 42.5 0 0 56 2206 Cooling E/W 0.0 0 0 0 0 SE/SW 56.9 0 0 0 0 South 0.0 0 0 0 0 Horz 142 16 2275 0 0 8 Other doors a 1013 14.7 9.9 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 0 208 958 428 exposed b 13C 3.2 1.2 0 0 0 0 0 0 walls and c 0.0 0.0 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 2.2 221 348 456 252 427 561 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 f 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 33 855 0 Note: room b 0.0 0.0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 s displ. 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 1 20.41 5.7 16 326 921 56 1141 321 13 Subtotal loss=6+8..+11+12 10W 5452 Less external heating 0 0 Less transfer 0 0 14 Duct loss 10 101 10 OA 545 9A"" 15 Total loss =13+14 1107 5W7 16 Int. gains: People @ 300 2 600 0 0 APpI @ 1200 0 0 1 1200 17 Subtot RSH gain=7+8..+12+16 3423 4717 Less external cooling 0 0 Less transfer 0 0 18 Duct gain 100/1 342 10 472 0/ 19 Total RSH gain=(17+18)'PLF 1.00 3766 1.00 5188 20 Air required (cim) 01 174 0 239 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. fi wr.gl-is:soft Right -Suite ResiderdialTM 5.0.64 RSR26016 2002-Mar-01 10:21:37Z& E:\Files\DR HORTON 2002\1749\1749.mr Page 3 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R .lob: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-205 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A- W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/DIN a n sw a c n 0 d 1 1 90 1.0 1.0 3.0 6.0 47.4 38.0 0.0 a n sw a C n 0 n 1 1 90 1.0 1.0 5.0 3.0 76.4 18.0 0.0 a n sw a c n 0 n 1 1 90 1.0 1.0 7.5 6.8 76.4 14.0 0.0 a n nw a c n 0 n 1 1 90 1.0 1.0 1.0 5.0 62.4 23.0 0.0 LDY BTH2 BR3 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR2 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 MBTH d n ne a c n 0 d 1 1 90 1.0 1.0 4.5 6.8 39.4 18.0 0.0 MBR a n ne a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 39.4 16.0 0.0 a n ne a c n 0 d 1 1 90 1.0 1.0 8.0 5.0 39.4 16.0 0.0 b n nw a c n 0 d 1 1 90 1.0 10.0 1.0 6.8 39.4 40.0 0.0 FAM e y s a c y 0 n 0 2 0 1.0 0.0 0.0 1.0 142 16.0 0.0 KIT a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 b n ne a c n 0 d 1 1 90 1.0 9.0 4.0 8.0 39.4 40.0 0.0 WPight50ft Right -Suite ResidentWa 5.0.64 RSR26016 2002-Mar-01 10:21:37 AM EARles\DR HORTON 2002\1749\1749.rsr Page 1 Bast have 31 bath duct to roof cap.K' L Mfg"/fon 10.6 l.cd 60 12.12 l.cd `n' s• _ 10 f'71 1?I 8x4 1.ctlIle10 1444 rag 4' 6. lOx6 l.cd 60 14, 12z12 I.cd 1Ox10 rap N' i 14x8 240 to '0Yof cap 165 t 7• 4X14 rag tOx10 rap s X. y N g n O nxl. 0 14z8 1.cd 21s to 4• 3 ba duct to roof cap dPon A/C Er Scale 4/8••1'0' PAD t8xl3 pen 42X42 A/C SLAB 35 tar; ./sk. e240r Iph BY BLDR MIN14x8lwccl2' FROM WALL215platformby bldr 4 Inches around the alr handler per the State Rating O lc,:> O O Qcu —0-0O0o o } w > z o z o c1o :3 a w ma-Jin65 ENGINEERING BUILDER PROJECT MODEL\BUILDING REVISION DATE. PACKAGE VarIms 5 i l or NEW LOAD # doi to rs98-TSB CARPENTER CONTRACTORS OF AMERICA. INCrrmm3900AVENUEG. N.W. WINTER HAVEN. FLORIDA 33880 941) 294-6449 1 iVii-I 1V ult.910' L'"1V 1r11Y ''.1"1_C11YC ENGINEERS • LAND SURVEYORS • PLANNERS PERMITTING • DRAFTING f 12 COLEMAN ROAD WINTER IIAVEJ FLORIDA 33880 913) 288-1048 March 7, 1996 To Whom It May Concern, This letter is intended to address the issue of deflection in roof trusses. As an unavoidable fact of physics, roof trusses are allowed to deflect up to a specified amount, while still meeting deflection criteria requirements. Although many factors contribute to the amount of deflection in a specific truss design, difference in deflection amounts of trusses adjoining different designs (for instance, multi- ply girders) poses an aesthetic problem in the ceiling plane, where the single ply trusses deflect more than the multi -ply girder. A procedure that may minimize the noticeable difference in appearance would be the installation of 1/2" thick x 16" high APA CDX, or 2"x6" (min.) No. 2 S.P., strongbacks staggered throughout the area of concern, prior to applying any dead load. These strongbacks will tie the trusses together and provide a more uniform deflection in the area of transition. The strongback bracing material is in addition to any permanent building bracing specified by the building designer and/or truss manufacturer, and will not adversely affect the performance of the roof trusses in any way. If you have any questions, please feel free to contact Bob Michael s at Carpenter Contractors of America, Inc. (941) 294- 6449. Sincerely, NORRIS ENGINEERING David R. Norris, P.E., Fla.. # 32186 r GCiA1 32;; ; 4 SWE OF 0fq; REO `00''++ December 12, 2002 Carpenter Contractors ofAmerica, Inc. 3900 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: 120 mph 3-second gust wind speed Residential construction Enclosed building Exposure B If you have any questions or if I can be of further assistance, please call me. Sincerely, . R PK .. No. 22839 12-1 -02 •o : STATE OF Walter P. Finn, PE '••. .'c`+ ` Senior Chief Engineer WA43 ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, FL 33944 • (863)422.8685 • (800)755-6001 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 -Fine -Fir may be used in lieu of a lx4 #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 M u Now Welm log Scuff* s e i 2 A" :I 1 the ends of ltt Stt l3W T .' S to'TOP--,,-ts x13 ,... ',Ella df• 'i one dCG of urea mem' It t..a.:,q et'trolj 'See t H xie . r3a, resamnts c x p or.na oW « A 5 , < Plauc• gm j e46e « is scow m w x' TheC 2-16d common nails, AAW r A INK STYLEFA0.7ACENT T$trSSfiS: 3 rl gss.it, r Ei .'H t . 'IIBCII-#,lfl`' . ' ' ' 'CEtf1SSES aYfrtrr t • k F' Y1N.vsn loy n ' Coni(twwoNsl f Ia(br iclnw _ r . w sw.H,,...ron.vN.. _' 1(!t lNo(01 d«+11k 71 - s lt 3i'l d a rlr Caltlig t Afl sa.cpiq;pr, \ piagop;t 441 s# ap tsak pf3 L R1:tisb o Qaj,Qvr1 3 - s thin ;: ia.+Esr. d jwndl ur lst rrl bcso. - d - 1 2a This is a recommendation only. Permanent to fOf(fb/9A all structural elements and anchorage to accomplish 137 i the transfer of the loads to other structural dlftutU o# e buildin to achieve totalg str(Iciural roteresponsibilityofthebuildindesi g(ty (s the — g ' Per Flsrida leg Code. r a tl i r NOTE: -'SEE APPROPRIATE ALPINE D11AWING FOR LUMBER, PLATES AND UTHEH DATA NOT SIJOWN HERE. x GABLE STUDS. ATTACH TO TOP CHORD AND BOTTOM CHORD WITH 2X4 ALPINE PLATES OR 24 WOODI_OC PLATES. SEE CHART FOR SPACING OF GABLE STUDS. (++) xx 2X4 SO. PINE #3 GABLE STUDS. ATTACH TO TOP CHORD. OIAGONAL WEBS, AND BOTTOM CHORD WITH 2X4 ALPINE PLATES OR 24 WOODLOC PLATES. ALL *x GABLE STUDS REQUIRE "T" BRACING. "T" BRACING MUST BE TOENAILED TO GABLE STUD WITH IOD NAILS AT 4" O.C. PLUS A CLUS"TER OF 160 TOENAILS AT THE TOP AND BOTTOM CHORD. SEE DETAIL FOR NAILING. SEE CHART FOR STUD BRACING AND SPACING OF VERTICALS. PLATE AS REODUIREO ON APPROIATE ALPINE DRAWING, PL;"WOOD SHEATHING TRUSS HAS BEEN DESIGNED FOR 110 MPH WINO SPEED. ENCLOSED BUILDING,. _ 30.0' MAXIMUM MEAN HEIGHT, STANDARD BUILDING CODE. SIDEj 2X4 Alpine, or 24 Woodloc. VIEW Ifor3X6TruloxTYPICAL (++) ALTERNATE LOADING: TC LL 20.0 PSF TC OL 20,0 PSF 1 13C OL 10.0 PSF TOT.LO 50.0 PSF OUR. FAC. 1.25 SPACING 24.0" VARIES TRULOX NAILS: 0.1205"X1.375" TRULOX NAILS OR EQUAL. (4)- GABLE STUD SPACING NAILS PER MEMBER ARE REQUIRED ON EACH FACE OF EACH PLY. SEE DRWG. 142 FOR TRULOX INFORMATION. 2H'O,C. MAX. SEE ABOVE SPAN REQUIRED OF GABLE 1c (STUD MUST BE=ATTACHED TO TOP AND BOT CHORDS ONLY) GABLE STUD SPACING MAXIMUM LENGTH = 2X4 SO. PINE #3 24" O.C. 3'-11' 2X4 SO. PINE #3 16" O.C. 4'-5" _ 2X4 SO. PINE 93 12" O.C. 4'-10' G acssa .:_:s==aQ=s o asaaacaQaaaGca s: ca aaaxsaaxssxaaa=scoa=sac STUD MUST BE ATTACHED TO CHORDS AND DIAGONAL) _ T" BRACE REQUIRED SPACING MAXIMUM LENGTH = 2X4 SO. PINE 3 24" O.C. 5'11" G 2X4 SO. PINE 3 16" O.C. 7'3" 2X4 SO. PINE 3 12" O.C. 8'-0"" 2X6 50. PINE 2N 24" O.C. 10'-3 2X6 SO. PINE 2N 16" O.C. 11"-8" 2X6 SO. PINE 2N 12" O.C. CEILING O.H. 1x3 A1aP IF1P)1 TE OR 13 WOODLOC PLATES MAY BE USED FOR * STUDS 3'0" PL TYPE AL I - FURNISH A COPY OF THIS DESIGN TO ERECTIC CO = C C] O L7 NNIMPORT ANT XX SHALL HO1EGE RICAf.100LEFOR ZANY ,NRM LINIQE RECEXTTE:"'E Cant WARNING IH wuaLu+G. EREcrial AND oAALPIN O DEVIATION FROM, THESE SMCIFICATIRN S OR ANY OEVIATla9 FROM UAACI,A:.£JE "IS-91 ®MCING HOa1 Tn{ MSI p= THIS DESIGN OR ANY FAILRNE 70 WILD THE THUS$ IN COWVRKAKX CONKMARY ,MA ,LCO,,E„pAT10+6-•TPII . SEE 7 WITH TfE'gDALITY STANDARD SSUs- DY TPI. ALPIfE CONNIXTOI16 THIS OE616N FOR AWIIIONAL SPECIAL PERNA- ARE HAfAFACTiNEO FAON 20 SAUGE GALVANIZED STEEL {NCES6 HCNT DRACIN6 REOUIRE7ENTS, LICE6S "RER4IaOTiEiNIEESNDWMEETINGNEOUIEHEM6OFASINAN6SAAMA. 6TOM 10P CIVAD SHALL BE LATI LLYAWLYCONIEC10RS10ODTHFACESATEACHJD1NTYQLOCATEA6. NIIH PROMLY ATTACIEO FLTWOW SWATH, p NO'. KARING HIDING ARE t' WiNIINAI uIaER6 ONERN36E tNAiN. DUTTON Lf1aiD WITH R1610 CEILING OR IB1ACIfi DESIGN 61AHOAROS COfFaM HIM APPLICABLE PPOvISI09/6 OF AS SPECIFJEO ON DESIGN. W FAT Um THIS 1 AHDS ANU "TPI 1PCT1. DESIGN WITH FIRE RETARDANT 1REATED LIMOER. 1=.1 L=3 LZ3 CI O O M--1P1 " 1111m PLATE 111511 RL11E tft - HAT1aIAL DEDiaH 9PECIFICAT1014 FOR HUGO C0101AI CTION 4) 16D NOTE: TRUSS ERECTOR IS RESPONSIBLE OENAILS FOR PERMANENT WEB BRACING. WHEN BRACING IS REQUIRED, FURNISH A COPY OF THIS DRAWING TO TRUSS ERECTOR. NOTE: GABLE HAS BEEN DESIGNED TO SPECIAL TRANSFER ALL HORIZONTAL WIND LOAD IN GABLE TO THE FLOOR & ROOF SHEATHING DIA- jEND PHRAMS. CONNECTIONS & DESIGN OF THESE TRUSS SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 2x4 'IT" 2x6 "T" 4) 16D v RACE BOTTOM BRACE TOENAILS VIEW GABLE STUD (4) 16D OENAILS r- 4) 16D REV. WLB 10-6-94 TOENAILS TOY OR BOTTOM REV. CLR 12-8-93 CHORD OR GABLE REV.CLG10/10 M TRUSS REV. CLG 9/15/89 REV. CLR 5-3-96 REV. CLG 8/29/89 rnNTAer.7iti - V-6EC 0 4 Walter P.Finn,P.E. No..22839 SCALE = 0.3750 DESIGN CHIT TPI REF STUDDED TC LL 30.0 PSF TC DL 15.0 PSF BC OL 10.0 PSF TOT .LD, 55.0 PSF DATE 08/07/89 DRWG 876,719 HC-ENG CLG O/A LEN'. VARIES DUR.FAC. 1.33 PITCH VARIE SPACING SEE ABOVE TYPE COMMON p4m Aw BOTTOM FII.I.FR flr['Aln 111USS LOADING ** 30 PSF LIVE LOAD TOP CIIORII 15 PSF DEAD LOAD TOP CIIOIHD 10 PSF DEAD LOAD BOTTOM CHORD 55 PSF TOTAL. LOAD e 1.33 DURATIOJI OR_ 30 PSF I.1VE LOAM TOP CHORD 7 PSF DEAD LOAD TOP CHORD 10 PSF DEAD LOAD BOTTOM CHORD47PSFTOTALLOADa1.33 DURATION ALTERNATE LOADING: R±, TC LL 20.0 PSF TC OL 20.0 PSF BC OL _0-0-5F TOT.LO __5k,0_'SF SnPAAc NG 24.0 IN RECOMMENDED REPAIR PROCEDURE 1. MEASURE: DISTANCE FOR NEW LENGTH OF FILLER. IR2 2. APPLY NEW 2X4 SPF STUD GRADE OR BETTER VERTICAL SCAB TO BOTTOM CHORD AND FILLER WITH (3)-16d NAILS EACH END OF VERTICAL. 3. PEAL BACK TIIE PLATE OFF THE TOP OF EACH VERTICAL IN THE UNHEEDED LENGTH OF FILLER. 4, CAREFULLY DEMO BACK THE PLATE OVER TIIE WIDE FACE OF THE BOTTOM CHORD FOR CLEARANCE OF NEW CEILING. , 5. CUT UNHEEDED LENGTH OF FILLER OFF AT EDGE OF VERTICAL 'SCAB. R1 NOTE: BOTTOM CHORD FILLER MAY BE COMPLETELY REMOVED BEING CAREFUL TO FOLLOW PROCEDURE #3 ABOVE. R2 NOTE: GUN NAILS MUST BE 0.131" IN DIAMETER AND 3" IN LENGTH. FIELD APPLIED FILLER. REFER TO DRAWING A115/11 FOR ADDITIONAL FILLER DETAILS, R4 R2 2X4 SPF STUD GRADE OR BETTER VERTICAL SCAB. ATTACII TO BOTTOM CHORD AND FILLER WITH (3)-160 GUN NAILS IN EACII. (") if FILLER l fa 0 OM CNORO 2 I.ENGTII TO CUT OFF FILLER. it 4'-0" D.C. TYP9 EXISTING FILLER 1Z4 V& I&EV• 3(3iA$ 3 AP AFt/ 21141g4- R2 REV. WLB 3/25/93 OVER 2 SUPPORTS 1/93TRUSSSPAN OF T117S IIESIGN TO EPECTIom mKTRACTOR PLT. TYp• A, ptrte TPT 95 (Rw% FtJRN7514 A COPY u•11w t.rluaauo .lallucls. uc. Inlnsts maalrc utmla cult WARNING u/ »u4t1110. tltclta/ ua r= o t 1 O O NN II4PORTANTN Ifu,ut 1q1 at N(s.alslatc fan uua» /uf antc114, sit Ilfa-sl of lot, fit fill% 01111Gl p CJ J p G o[v l llal faW Utls ms141 lM1 llwst victflcallals,. I/t t0ust 111 cal9mmawit" aalaa ar Irl fall t0011101LLa HKcttl. rcim"41.f altctl4 14 . IlA*alter G C t p l / tltul•t Ill Hullo 1= 1O D4t0lfaC1Wls Mt wtat Or soot 6,tr, sl{{t 11{(1114 t7iN OolM 11{»I7, as{1s Ob11.11tst IIOIC, 1{a. oftartnttt'f 1.1- 4. wlta/ 1,ltlrt"r I G1= G p O p us c» a t,ctor a% 101ta. ,1,Lf co—tclu"s la taC» ItCt W to" to al I»fs otsl4t rustflal Gww10 pot Cftllic.wa nrvuaa W CUu"K, oaf law C/aN0is 04 M. la A1_PIN - I, tris „a UJIM allaa.11t CuaaGHp17rlxa.ulu.s 130. lit c t1.at•f, Ocfi41 71,taaltls wit.$ 0`043,tlaf 1ltttl106 mcio CIR114 -• scc gnU. c gC.o1C/t 1/,lall: If/1/YII Ia11,gMne. c v ta.a'a r/trntK,ot( wWVlslo..s of 101 { tnl. .» d411[ta's p la 6a ctw•a4.n! a(n IC1(p f<nl pnpHt t•,,.ittttat. fVlrlf7l • C4»/ w lots itiThP.E. 1 1 l TRUSS 1 M yl, l. WI 1.». V»rpq N+, 117 a Y.+11 afl of 1•llItll p,at III H1f UI,[w oar. tuslGl IY b( 1»Ns,. f WpUal l.1.1p. No< 22839 CI - i= l 1::1 {I I.J l l 111 1..... t_ I ,••tnl • Il,r.•. 19 to Ilr,u»,tf. aY.. • HI,1 uu Nu»I 11/%101941:11WA 111111 I/M1 KA"t LIYI.IN+. ntOl RI REV. WLB 3/1 R4 P50 1-_4 2:J . 3 DESIGN CRIT:TPI REF BC .FILER . R TC LL "" PSF OATE 04/ 17/90 TC OL a" PSF ORWG 004,132 BC OL —fill PSF 'I•IC-ENG DAL TOT, I.D, "a PSF ' fJUFI . F/sc. SPACING 24.0` TYFF PAGE 43 NAILS: 0.131'X1.375" SCOTCH HAILS OR EOUAL. CIRCLED NUMBERS SHOW NAILS REOUIREO ON EACH FACE OF EACH MEMBER. SEE ORAUING 142 FOR TRULOX INFORMATION. t+ 2X4 SO. PINE 12 N FILLER TOP CHORD. 2X4 50. PINE N3 VERTICAL WEBS SPACED 48.0" D.C. MAXIMUM. CALL ALPINE FOR PITCHES OVER 8/12. a CALL ALPINE FOR HEIGHT GREATER THAN 6'0". EXTENDED TOP CHORD DETAIL 6-0-0 TYP. *** 122 I 1 PLATE SIZE TYPE + AS PER ENGINEERED DRAWING ALTERNATE LOADING: TC LL 20.0 PSF TC OL 20.0 PSF 8C OL 10.0 PSF TOT.LO 50.0 PSF OUR. FAC. 1.25 SPACING 24.0" 12 PIGGYBACK PLATE •• 3X6OTR RULOXALL PLATES ARE TO BE CENTERED ON JOINTS UNLESS OTHERWISE INDICATED. REFER TO DRUGS. 130, 160• t 160A-F FOR TYPICAL PLATE LOCATION DETAILS. 2X4 # 3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING 24" ON CENTERS MAXIMUM SPACING, ATTACH TO EACH TOP CHORD U'ITH (2)160 NAILS. BRACING MATERIAL TO BE SUPPLIED ANO ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 2 X 8.25 PIGGYBACK SPECIAL PLATE. ATTACH UOOOLOC PORTION OF THE PLATE TO PIGGYBACK. ATTACH TO SUPPORTING TRUSS WITH ( 4)-.0131" X 1.375" SCOTCH NAILS OR EQUAL. I FFSET FILLER OETR,IL 1- 13" X4 ALPINE OR TYPICAL4 UOOOLOC X6 OR tt TYP PLATE TYPE L SIZE AS PER ENGIN£EP.EODRAWING IGGYBACK PLATE +* •• OR 3X6 TRULOK 4 TYP. 4 + I LT. TYP.-ALPINE TPI-95 FURNISH A COPY OF THIS OESIGN TO ERECTION CONTRACTOR ALr1NL aglNltale ram"Is. INC. "wills IcaeIAl cNNG4 calf DESIGN GRIT' TP I 0 0 o a o o ** I MP O R T A N T** :Matt MAY of atsramstslc fee ANT AR N I NG sN IWIeLIBC. ERECTION eAa pRTRUSS Ocv/ aTloN rm late KSICA Oa lots( Sr[C lrttalloNS. wt BAY SIACINc. SEC MUM lI VI.. SEC. t"Is OCSICA TC LL 30 • OPSF 0 ?& Mutt to wlto INK uuls to cowo*."t VIVO "too IV 7rl tog WOMOMq SPECIAL PCN*"Nr oaMtag CIE TC OL 7 OR 15 PSF 0 MrtK cWccleas not "" or toga MY. Nttl IKIFINC Alla INIMII[Nos. llaltls OlKaulst IualCaf[0. IN ` t= Bile cc A actri no Noico. ArrtY CoMKcloos ID (OEM /M[ Ar COND WALL Of LAIcaMLY s•Acto utl" ?aorta BC OL 10. OPSF o toelt Ma MA {so:IKWtlt LOCAI[a ou INta oaala. poll ttINLY ATIACNMO rt YWOWSWAIMIIIg• ooltaa COW e A OCOMKCTeIs of a.ulucs 114. au I iealb?.. ott1CN1 staue"ae NiIN raP'tatT RIMMED lido CCKINC -- 6H 4 TOT LD 47 OR 55 PSF COW etgurA?rucastc raeolSleaf o/ "Os I Ill. AN ciWtMca's Atrio( TlaNtCAL N/pltc t7/I/all rW ?+Arco o t(At on INII eAAut" NArlic{ In IRE COIADNNIAT KPICTIe "99C OaYNILL ArrLICAtUA. ?uaNl{A ACorr OF tall Walter P. Finn, P.E. DUR.FAC. 1.33 In ONLY. MO SMALL Noi of a[tlsl orON 10 AAY OTNLe NAY. OMEN to lot Ims totctioa cowtMCTea. N0. 22A39" SPACING 24. 0" CI C 3 C) o Ct O . 1101 I 19141 FIAT( INltltutf. Not • Will "flolAl Hlta MlCttteetloA to MN ceastnitlloo S2' L AP f2-r-zI!'Q' HOT TO SCALE REF TC-FILLER DATE 07/30/92 DRUG 884,080 HC- EHG CLR O/ A LEH. PITCH * 112 rvPF DETAIL A - EDGE DISTANCE AND PERPENDICULAR TO GRAIN SPACING (7 DIAMETERS). 8 - ENO DISTANCE AND PARALLEL TO GRAINSPACING (15 DIAMETERS). C - DISTANCE ROWS ARE TO BE STAGGERED (7-1/2 DIAMETERS). BEARING BLOCK TO BE SAME SPECIES, SIZE AND GRADE AS CHORD. 00, A B i= B B B a h 6 'i NGTH OF BLOCK AS SPECIFIED 12" MINIMUM - 24" MAXIMUM) MAXIMUM NUMBER OF ROWS OF NAILS CHORD SIZE TYPE 2X4 2X6 2X8 2X 1 2X 1 NAIL80 BOX 3 5 8 1 10 13 180 BOX 2 5 7 9 11 12O BOX 2 5 7 9 11 ISO BOX 2 4 6 8 10 200 BOX 2 4 5 7 9 80 COMMON 2 4 6 9 11 100 COMMON' 2 4 5 7 9 120 COMMON 2 4 5 7 9 160 COMMON 2 3 5 7 8 200 COMMON 1 3 4 5 7 0. 120XZ.5" GUN 3 5 7 10 12 0. 131X2.5" GUN 2 4 6 9 11 8. 120X3.0' GUN 3 5 7 10 12 0. 131X3.0" GUN 2 4 6 9 11 MINIMUM NAIL SPACING DISTANCES DISTANCES NAIL TYPE A B D 80 BOX 13/16" 1-3/4" 7/8" 180 BOX 15/16" 1-15/16" 1" 120 BOX 15/16" 1-15/16" 1" 160 BOX 1" 2-1/16" 1-1/l6" 280 BOX 1-1/l6" 2-1/4" 1-1/8" 80 COMMON 15/16" 2" 1" 100 COMMON 1-1/16" 2-1/4" 1-1/8" 120 COMMON 1-1/16" 2-1/4" 1-1/8" 160 COMMON 1-3/16" 2-7/16" 1-1/4" 200 COMMON 1-3/8" 2-7/8" 1-7/16" 0. 128X2.5" GUN 7/8" 1 1-13/16" 15/16" e. 131X2.5" GUN 15/16" 2" 1" 0. 120X3.0" GUN 7/8" 1-13/16" 15/16" a IIIX3.0" GUN 1 15/16" 2" 1" I RES REQUIRE I WARNING. INNANOLIHG. ER RACING. fEt Is $1. RY T11. SEE fOR 8001T IONNL SPECIAL FCRAANENI ry s DUIREHENTS. UNLESS OTHERNISE INC.: V CHNO INALL RE LATERALLY :RACED J G BLOCK - NAIL SPACING D E T A I L Lr ATTACHED fLYN000 SHEATHING. I `alter E. NI1HFROfENIYATTACHEDRIGIDCE T ALP"a TECHNICAL UPDATE LY/1/SI No. Iy / ORTUALIALICATION. FURNISH A cu. ". ..:;: ".....w I NG 91 39 OA.TE : 1 2/27/93 DESIGN 1PP 01HETRURE LNECTION CONTNACION. PAGE 30 19650-5H4 1749A OR B - C2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSI SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 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. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 4X4= 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL — 5,0 PSF, WIND BC Dl — 5.0 PSF. U—UPLIFT CONNECTION REQUIRED AT BEARING THIS GABLE END WILL SUPPORT UP TO 1'0' OVERHANG ALONG THE TOP CHORD. 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. THIS TRUSS WILL ALSO SUPPORT 2'0' TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0': 1.5X3 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0': 2X4 ALPINE, 23 WOODLOC. 2X4(AI) 2X4(A1) = 1 Ir 9-10-0 I 9-10-0 19-8-0 Over Continuous Support W-19-8-0 U-120 PLF Note: All Plates Are 2X4 Except As Shown. PLT TYP. Alpine TPI-95 R Design Criteria: TPI Q Q I-1 O BWARNING*- 1RUSSES REOUIRE ETTNEHE CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND L—J RACING. RE f EN10 H10 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Q O INSTITUTE. 583 O'OMOf IO DR., SUITE 100. MADISON, WI $3719). FOR SAFETY PRACTICES PRIOR 10 PERf ORMI RG THESE fUNC11ONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BALE PROPERLY ATTACHED Q Q STRUCTURAL PANtI. S. 001 ION CHORD SHALL. HAVE A PROPERLY ATTACHED R1610 CEILING, IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED 0 AL PIEt= PR°DUCTS. INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUItD THE TRUSSES IN CONFORMANCE WITH IPI; OR I'ABRICAIING, HANDLING, SHIPPING, INSTALLATION 0R dRkCIN6Of TRUSSES. THIS DESIGN CONEORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BT TILE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TRU CONNECTORS ARE MADE Of TOGA ASTN A653 GR31 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS IO EACH FACE Of TRUSS, AND UNIESS OTHERWISE IOCATFD ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS I.10, 15O AND MIT A f. AN INGINIIN'S St AIUN THIS IWANINIi AI'I'IITS ONIY III III( III SIGN I' ll, INu fit IT It If IIINt ANTI .HAIL 4111 ITT NII (()t It ON (N ANY BIB1N WAY, ca- 8- 0-0 18. 1b8 FL 1 E TC LL 20.0 PSF TC DL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF DEC 0 4 Walter P' Finn, P.E. No. 22839(--/—--- TOT. LD. 37 .0 PSF D D R. F A C. 1.25 Scale a.25"/Ft. REF R081--76782 DATE 05/21/97 D R W HCUSRO81 97141154 HC- ENG FLA/WPF SEQN - 3878 FROM PFH 11?OnU-n"4 1749A,u - c1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUOMIIILU BY IKua) MEK. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC OL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4= W4X4(A2) = 1 1-0-0 1 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 19-8-0 Over 2 Support R-786 U-500 W=8" 9-9-4 Ck 0-3-8 - 0 0 0-0-12 R-700 U=410 W=6" 0 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.1b8 QTY:1 FL 1 - E - Scale —.375* t. WARMING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. REFER TO 0IB 91. (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC L L 20.0 P S F R E F R O$ 1-- 6 8 3 0 4 IYSTITUiE. 503 U'OMOFRIO D0... SUI if '00, MAOISON, WI 11719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED T C O L 7.0 P S F DATE 03122100 STRUCTURAt PANELS, BOTTOM CHORD SNAIL 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 HCUSRO81 00082240PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FDA ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD TIIE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 41 U BC L L 0.0 PSF H C - E NG J WC / WP F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE E ACNE FACE SUFBIR 1,SSNA f AND Of UNtkSSTOTHERWISEALOCATED ONE WISE OESIGN. POSITION CONNECTORSXCEPTASNOTED. APPt V NPERoaS TO Walter P. Finn, P.E. TOT.LD. 37.0 PSF SEQN - 15329 DRAWINGS IGO A I. THE SEAL UN THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING NO.22839 D U R . F A C . 1.25 FROM R GAlpineEngineeredProducts, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 501TABILITY AND USE OF THIS Haines City, F1. 31s44 ANS)OTPIIIf/995N5ECTIDIICUTAN. BUILDING I5 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24. 0" 19650-5H4 1749A OR B - 81) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TOARIGIDCEILINGORCONTINUOUSLATERALBRACINGAT24' O.C. TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILINGMUSTBEPROPERLYATTACHEDTOTHEBOTTOMCHORD. DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSOSHIMALLSUPPORTSTOSOLIDBEARING. SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT'LOAD. ROOF AND CEILING DIAPHRAGMS, GABLE ENDSHEARWALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 4X4 FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 WOODLOC. 5 4X4% 5X5s 2X4 (A1) _ 5 L u w u 12-7-0 4X4- 4X4- 8- 0-0 4X4 ( A2) = 4X4= 4X4= 4X4= t- 0-0 19- 4-0 I 19- 10-0 8-10-0 19- 7-0 9-1-0 f` 28-3-0 Over 3 Supports R-775 W-8" U-450 Note: All Plates Are 2X4 Except As Shown. R- 919 W-8" U-740 Wa9.0-10 U-120 PLF PLT TYP. Alpine TPI-95 R Design Criteria: TPI 18.1b8 FL 1 - E - Scale —.25" Ft. WARNING •• IRUSSES N(4UIRE It IN( ME CANE IN FARM ICAT ION, HANOI ING, SMI PPING, INSTAII ING AND JlJURACING. NtfEN 10 OItl 91 (HANIH ING INSIAIIING AND BRACING), PUBLISHED BY TPI (T11115S PLATE T C L L 20.0 P S F R E F R 0 8 1 - 7 6 7 8 0 Q 0 IMSIIfUTE, SUS O'ON0F10 DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PL RF ORM I IIG111ESE FUNCTIONS. UNLESS 0111ERVISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 0 5 / 2 1 / 9 7 Q Q S1,R0CYU4AL PANELS. BOITON COONO SNAIL MATE A PROPERLY ATTACHED RIGID CEILING. INPORTANT•• FURNISH A COPY Of THIS OISIGN TO TIIE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR081 97141153 o ALPINE o PN000 III INC. SWAIN NOT BE ANCE WITHLE FOR ANY DEVIATION ANDM TN15 DESIGN; ANY FAILURE TO B C L L 0.0 PSF H C - E N G F L A / W PF BUILOTIIEIRUSSESINCONFORMANCEOAMANCENI111TPI; ON fAORIG ATIN6, HANDLING. [NG, SHIPPING, {M'5TA11AT10NOA O 4 SAW dRACINOTINtlSSf. S. THIS DESIGN CONf ORMS WI111 APPLICABLE PROVISIONS Of NOS (NATIONAL. DESIGN n SPECIFICATIONPURLISIIEOBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE TOT . L D . 37.0 P S F S EON 3872 Z____TRU S S CONNECTORS ARE MADE Of 206A ASTM A653 GA37 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Walter P. Finn, P.E. EACH FACE Of TRNSS, Alin UNIESS OTHERWISE IOCAIfO ON THIS DESIGN, POSITION CONNECTORS PER No. 22839 D U R . F A C 1.25 FROM P F H I' NAN'NT;N; YD• Ifll' If.IINR1091 ANTI'HAIINHill [it RlltillUPlIN111NARTWHaHiNI,WAYI`.1)HIY IU IIII b1aI6N SI) i\(, NIl f`,A1i.0° 19650-5H4 1749A OR B - A2 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T1 2x4 SP #2 N: BOT CHORD 2x4 SP #2 N :B3, B4 2x4 SP #1 Dense: WEBS 2x4 SP #3 :W6 2x4 SP #2 N: PREDICTED HORIZONTAL MOVEMENT IS 0.31" DUE TO LIVE LOAD AND 0.23" DUE TO DEAD LOAD AT ONE SUPPORT. 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. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 6X6= 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL — 5.0 PSF, WIND BC OL — 5.0 PSF. U—UPLIFT CONNECTION REQUIRED AT BEARING 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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X8(A2) _ DAD— 4>,i4_ 2X4M HS412= 4X1O(F1) l 0;0 1 0 19-10-0 19 0-0 20-1-0 19-7-0 39-8-0 Over 2 Supports R-1526 W-8" U-940 E N R-1526 W-8" U-940 PLT TYP. Al ine Hi h Stren th TPI-95 R Design Criteria: TPI 18.1b8 O O l__J Q BR C G. REFER TO If11191. (HANDLUSSES REDOIREIIRINGINSIALIfMfCARENN6ANDBRACING), POB ISHEO BY 1 TPI NG, I NSTAL (TRUSS PLATE TC LL 20. 0 PSF Q O INSTITUTE. S83 O'OXOf IO OR., SUITE 200. MADISON. NI S3719), FOR SAFETY PRACTICES PRIOR TO PCAf DART NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERtY ATTACHED T CD L 7 . 0 P S F Q o Z! TRU A LPIN E S S Q o STRUCTUNAL PANELS, BOTTOM CHORD SHAH HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY Of 1N15 DESIGN TO THE INSTALLATION CONTRAC,OR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE. RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ROT10THiTRUSSESINCONFORMANCEmilliTPI; 0R FABRICATING, HANDLING, SHIPPING, INSTALLATION OR NR AC INGOf INUSSf S. THIS DESIGN CONFORMS Willi APPLICABLE PROVISIONS Of NITS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 GR37 GALY. STEEL, EECEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS AND UNLESS OTHERWISE IOCATEO ON THIS DESIGN, POSITION CONNECTORS PER ONAYINGS lltl 150 ANTI IItl A I AN INf,INIIN'S SIAI ON 1N65IINANINrt AI'PI ITS tlNIT 10 lilt ITISIC,N Dt It11 INH- IH I'll lit' HINT AtiltHAIi Will oil Nil IllsHPHN IN ANY 01HIR WAY. A O 4 Walter P. Firm, P.E. No. 22$39 B CD L op UCL L TOT. L D . 10. 0 O . O 37. 0 P S F P S F P S F D UR . F A C . 12 5 SI) AC N(L . OII Scale-. 125"/Ft. REF R081--76773 DATE 05/21/97 D R W HCUSR081 97141156 HC- ENG FLA/WPF SEQN - 3826 FROM PFH 3yo u 5n4 1/49A UK B - Al THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T1 2x4 SP #2 N: BOT CHORD 2x4 SP #2 N :B3, B4 2x4 SP #1 Dense: WEBS 2x4 SP #3 :W6 2x4 SP #2 N: PREDICTED HORIZONTAL MOVEMENT IS 0.31" DUE TO LIVE LOAD AND 0.23" DUE TO DEAD LOAD AT ONE SUPPORT. 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. ATTACHWITH 16d NAILS @ 4" O.C. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. SEE DRAWING A115/R AND/OR 884,080 FOR FILLER DETAIL. 08 ( A2) = 5X5,m 4X12= 1- 0-0 law 6X6- 22X4 m X4 2X4n119-10- 0 19-10-0 23-0- 0 16-8-0 fF 39- 8-0 Over 2 Supports R=1526 W-8" U-940 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TIC 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) 1X4 # 3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING'AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X10(F1) 1-0- 0 4w R-1526 W-8" U-940 Lm Al 1c) PLT TYP. Al ine H1 h Strength TPI-95 R Design Criteria: TPI 18.1b8 FL 1 E Scale 125" Ft. O O O Q LPINE o Z_TRUS S UR CLING AND RNGWANINGtREFEAAUSSES [QUIREEXTREMECAR1TOt1. G91 (HANDLING 1N51ALLNANDBRACpING). PUSLISIE. HANDLING.IO BTf NSfAtTPl i (TRUSS PLATE INSTITUTE, 583 O'ONOflO OR., SUITE 200, MADISON. M1 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY AffACNEO STNUCTUR At PANELS, BO110M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY Of THIS OLStGk TO THE INSTALLATION CONTRACTOR.. ALPINE ENGINEERED PRODUCTS, INC. (5 IN NOT BE RESPONSIBLE FOR ANY DEVIATION AMOM THIS DESIGN; ANY FAILURE TO BOfID IME INUS515 IN COtlfORMANCt WITH TPI; OR fAORICATI MG, iIANUIiBG, SHIPPING, INSI AI I.Al10N OR HRAC ING OF IRO55E S. II115 DESIGN CONFORMS Willi APPIICAUCE PROVISIONS Of N115 (XAIIUNAL DESIGN SPEC If {CATION PUBC ( SHED 8Y THE AMINICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIRL CONNECTORS ARE MADE Of 20GA ASTM A653 GR37 GALY. SfEE4, EXCEPT AS 00110. APPLY CONNECIORS TO fAClt fACE Of TRUSS, AND UNLESS OTIO RWISt IOCAlfO ON THIS DESIGN, POSITION CRNNE[IORS Pill UNANINrt (_t1I, IDIk AWLIrll A ) AIL IIIrrENI!R`4 ,)AI ON INfo fINANINq Ah1'117. NNIF ITT 1111 NtolliN r_ILH Hill( Aftil SOAII, HUI Ili Kfifflt IIPUM IN ANT 01111H NAY. uRA7 Ty Walter P. Finn, P.E. No. 22839 TICLL T C DL p BC DL B CL L TOT . L D. 20. 0 7. 0 10. 0 0.0 37. 0 PSF PSF PSF PSF P S F REF R081- - 76772 DATE 0 5 2 1 / 9 7 DRW HCUSR081 97141146 H C - E N G F L A / W P F S E0 N - 3823 D UR F A C 1 2 5 A 11 JI)/\( .L 1`I0FR0M M G 19650-5H4 1749A OR B - A3 THIS DWG PRFPARFn FRnM mmPIITFR TNP11T If nenC R nTMCMNZTnWCA cnQUTTTrn Qv TDIICC UCD TOP CHORD 2x4 SP #2 N :173, T4 2x4 SP #1 Dense: BOT CHORD 2x4 SP #1 Dense :81 2x4 SP #2 N: WEBS 2x4 SP #3 PREDICTED HORIZONTAL MOVEMENT IS 0.38' DUE TO LIVE LOAD AND 0.29" DUE TO DEAD LOAD AT ONE SUPPORT. DEFLECTION CRITERIA IS L1360 LIVE AND L1240 TOTAL LOAD. 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. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. SEE DRAWING A115/11 AND/OR 884,080 FOR FILLER DETAIL. 6X6$ 3MO 2X4III 5X14o 5 A 2.5 8X8=- 6X12= 5X5ft A 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL — 5.0 PSF, WIND BC OL — 5.0 PSF. U—UPLIFT CONNECTION REQUIRED AT BEARING PREDICTED VERTICAL DEFLECTION IS 0.62" DUE TO LIVE LOAD AND 0.52" DUE TO DEAD LOAD AT X — 14-07-00. A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24"'O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2.5 ` 2X4- 4X8(A2)= 4X 2X4Of HS412= 4X10(F1) 1° 1-0-0 I_ 19-10-0 I19010-0 { 14- 7-0 -1-5-3-0 T 19-10-0 '1 39- 8-0 Over 2 Supports R- 1526 W-8" U-940 R-1526 W68" U-940 8- 0-0 PLT TYP. Al ine,Hi h Stren th TPI-95 R Design Criteria: TPI 18.._Ib8 Q 0 WARNING`• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REf ERTO MIB91 (MA MOt ING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TIC L L 2 0.O P S F Q Q OZ TR USST LL 1 F] fQ I -" INSTITUTE. 5B3 D'ONOF10 OR., SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THE SE fUNCTIONS. URLESS OTHERWISE. INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT " FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR° DUCTS. INC. SHALL 401 Of RESPONSIBLE FOR ANY DEVIATION FROM 1111S DESIGN; ANY FAILURE TO B91, D TILE TRUSSES IN CONFORMANCE Willi TPI; OR FAORICAFING, HANDLING, SHIPPING, INSTALLATION OR BRACING Of TRUSSES. f11IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPEC,,[ CATIONPUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 GR37 GALY, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATIO ON THIS DESIGN, POSITION CONNECTORS PER NNAWINGS UD Ih0 AN II )60 A ). AN INGINIIN'S SIAI ON [ILLS pNANINFi API'[Ifs LINTY ID Lill {11SIGN UI IUf [NIL I11'I+ Ilh IDNt ANU tHAll 1.1 NT NII III+ HI'uj IN ANY OIIRN NAf, 4Y4 Walter P. Fi p 7lT f P.E. yyo. 2283E9 T C D L pp BC D L B (, L L TOT . LD. 7. 0 10. 0 0. O 37. 0 P S F P S F P S F PSF D U R . F A C . 1.25 1 1/\(, IY1E „ nLi l I\ IE1 r L1 A3 DS Scale-. 125"/Ft. REF R081--76774 DATE 05/21/97 DR W HCUSR081 97141148 HC- ENG FLA/WPF SEQN - 3835 FROM MG 19650-5H4 1749A OR B - A5 TOP CHORD 2x4 SP #1 Dense BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 PREDICTED HORIZONTAL MOVEMENT IS 0.42" DUE TO LIVE LOAD AND 0.31" DUE TO DEAD LOAD AT ONE SUPPORT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. SEE DRAWING A115/R AND/OR 884,080 FOR FILLER DETAIL. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. U-UPLIFT CONNECTION REOUIRED AT BEARING PREDICTED VERTICAL DEFLECTION IS 0.61' DUE TO LIVE LOAD AND 0.51' DUE TO DEAD LOAD AT X m 19-10-00. 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. 6X6- A J 4X4s 5X5 5X5® 5 5 2X401 4X4= Mia 5 HS412- 2.5 — 2X4= 8-0-0 . 3X12(F1) 4X4= HS412= 4X10(F1) a 1-0-0Aw1; 0;0 10-11-0 28-9-0 19-10-0 E 19-10- 39-8-0 Over 2 Supports 311 R-1526 Wm8" U-940 R-1526 Wm8" U-940 PLT TYP. Al ine,Hi h Stren th TPI-95 R Design Criteria: TPI Q O I 1 —WARN ING•' TRUSSES REQUIRE EE TRfME CARE IN FARRICATION. MARGE ING. SHIPPING, INS)AII ING ANDftlRACING. Nt11N TO HIU YY (IIANIIIING IHSIAtIING AND BRACIKG). PUULISHID BY IPI (IRUSS PEA)t Q INSTITUTE, SB3 D'ONOF 10 OR., SU EIE ZOO, MA01SUN, WE 5311% FOR SAFETY PRACTICES PRIOR TO PE 14FOAMEMG IH[SE FUNCTIONS. UNLESS Of RY Is INO lCATED, TOP CHDRO SHALL HAVE PROPERLY ATTACHED Q 0 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. lMPORTART" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED o TRU LPINE l PRODUCiS. INC. SHALI NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO tl:IIU IiIE TRUSSES IN COLT ORHANCE Nl iil III OR fABAI CAIING, HANDLING, SHOPPING. INSTALIATION 04 UNACING 0f INU5SLS. IIf15 DESIGN CONFORMS WAIT AVPLICAOLE 'INOPIS IONS Of NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S S CONNE CT08S ARE MADE Of TOGA ASTM A653 GR31 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of IKUSS, AND 1111IE55 OIHtNY1SE tOCATf0 ON THIS DESIGN, POSITION CONNECTORS PER I I I I I I I I DNANIN4 IED, 140 AND 11,0 A I, AN 191,1KIIN'4 ;I Al ON 11115IVAAN1114 A1,111114 ONLY 111 110 11141(IN m LID INu u1hlilIIt HINT AND •%MAfI ROI fit III il(if HPIMY 14 ANY ifIIII NWAY.. 18.1b8 FL 1 E - - Scale —.125" Ft. TC IL 20.0 PSF REF R081--76776 l TC DL 7.0 PSF DATE 05/21/97 BC DL 10.0 PSI DRW HCUSRO81 97141157 0 4 20M BC LL 0.0 PSF HC-ENG FLA/WPF TOT.LD. 37.0 PSI SEON - 3848 Walter P. FinnY P.E. D LI R. F A C1.25 FROM P F H No. 22839 _ .._ ti'PACINC; MOO 19650-5114 1749A,B - A6) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #1 Dense :82, B4 2x4 SP #2 N: WEBS 2x4 SP #3 :W7 2x6 SP #2 N: DEFLECTION CRITERIA IS L1360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. 5X5= 4XE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL — 5.0 PSF. U=UPLIFT CONNECTION REOUIRED AT BEARING 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. 4X4= 0 8-0-0 kJO-0- 29-4-4 1 $e 19-10-0 19-10-0 (/ 19-10-0 9-2-12 10-7-4 J 39-8-0 Over 3 Supports R-1107 W-8" U-550 R-1661 W=7" U-670 R-284 W-8" U=210 PLT TYP. Alpine TPI-95 R Design Criteria: TPI-95 WARNING— STD 18.2c4 FL 1 E Scale 1875" Ft. Q Q Q Q TRUSSES RCQUIRE EYTREMf CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. REIE0. TD Hf6- 1 (neND11Nc INSTALLING ANU BRACING), PUBLISHED BY TPI (IRONS PLATE T C L L 20.0 P S F R E F R 08 1-- 2 4 6 7 9 WI 10 iPERFORMINGTHESEIUNCITONS. UNLESS OTHERWISE5OH. INDICATED,STOPgCHORD SHALLTHAVEACTICESPROPERLYRATTACHED TT C DL 7. 0 P S F DATE 1 0/ 1 5/ 9 7 Q SIR0CIURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATIACUEO RIGID CEILING. IMPOWIANI— fURMISII A COPY OF 1H15 U(SIGN TO 111E INSTALLATION CONTRACTOR. ALPINE ENGINLLRLD BC DL 10.0 PSF DRW HCUSRO81 97288110 o o PR CITHE TRC. 5""" NO BE RESPUNITdtt FOR ANY OfYlAT104 FROM THIS DESIGN; ANY IAILURL TO tlUILO THE TRUS5E5 IN CONFORNAtI WITHIIi IPI; OR FABRICATING, HANDLING, SHIPPING, INSTAI.I.AIIUN OR ppD C L L 0.0 P S F H C- E N G V B/ WMR Rt BNACING OF iR"SE5. T11 OESIGN CONFORMS WI111 APPLICABLE PROVISIONS Of NUS (NATIONAL DESIGN SPECIf p 4TCAT10NPUBI. ISHfD BY THE AMERICAN FOREST ANU PAPER ASSOCIATION) AND 11-1. AIPINL TOT. L D. 3 7. 0 P S F S E Q N 4151 T J S4. T 6AIY SlfEl, FICfPT A5 NOTED.APPIY CONNICIONS IUCONNEIMFARkMADEOFTOGAASI11A03HINWIAtHIACfITTIHIISS, AN1Y IINI tSS UI111 NNI=1 Walter P. Finn FIX. D U R F A C 1.2. 5 FROM T S BM1IIH-A II II UN II113 Iif 51(iN. 1'OSIIION CHNNt LIONS I'I II a I ( I I I I— I TINAWINn: I L,1, 1%II AI111 I'm A I AN IIhd"11h S UAI I141 I111; IIWANInO 011111 eNi t Ito 1111 III:II.Ii No. 22839 OI IIII TRUSS DIPILIID TART AND SHAII NOT 01. HIT IIII UPON IN ANT 01111R WAY. SI'A.(' I NG' 211 . U" 19650-5H4 1749A OR B - A7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 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. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 5X5= 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WINO TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. U-UPLIFT CONNECTION REQUIRED AT BEARING 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. THIS GABLE END WILL SUPPORT UP TO 1'0" OVERHANG ALONG THE TOP CHORD. 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. THIS TRUSS WILL ALSO SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0': 2X4 ALPINE, 23 WOODLOC. 3X6 (Al) = 3X6 (Al) = 1 0 0 T O O 19-10-0 I 19-10-0 I F 39-8-0: Over Continuous Support W-39-8-0 U=120 PLF Note: All Plates Are 2X4 Except As Shown. PLT TYP. Alpine TPI-95 R Design Criteria: TPI O O O WARRING';INSTALLING BRACING. EF ERR TO MIU9/ UIR( IIANULRI TOG INSTALLING ANU BRACING). PUBLISHED BY TPI (TRUSS Pl ATE Q 0 IMSTITUTE. 583 D'ONOf IO DR., SUITE 200. MADISON. NI S3719). FOR SAf LIY-RACTICIS PRIOR TO PERfORMING INESE fUNCI10MS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERIV AFTACIIEO Q STRUCIORAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN 30 THE INSTALLATION CONTRACTOR. ALPINE INGINEER10 PRODUCTS.. INC. SMALL NOT BE RESPONSIBLE FOR ANY OfVIAIION FROM THIS DESISM; ANY FAILURE TOALPINEHO11. 17 TIIf TRUSSES IN CONFORMANCE WI 111 IPI; OR 1ADMICAIIIfG, HANDI ING,. SHIPPING, INSTALLATION OR tlNACING OF INUSSES. TN IS (TESTGN CUNFOHMS YIIN APPLICABLE PROPVISIONS Of IDS (NATIONAL DESIGNZEACHTRUSS SPECIFICATION PUBLISHED BY THE AMERICA* FOREST AND PAPER ASSOCIATIOR) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FACE OF TRUSS, AND UNLESS OTHERWISE (OCATED ON THIS DESIGN, POSITION CONNECTORS PER I I I I I TINAWINGS 13D, ISO ANTI I60 A 1 AN INITMIIN'S SIAI ON AILS DRAWING AITHIS ONLY III IIII ITTS11;N IM IHI INN— (It111110 11194 AND %0AII 9411 MI NII IIH UPON 1% ANY H111 N MAY Al LE FL 1 E Scale —.125" Ft. TC LL TC DL BC DL BC LL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSFJ REF R081--76778 DATE 05/21 97 DRW HCUSR081 97141151 HC-ENG FLA/WPF SEON - 3855 DUR.FAC. 1.25 1 FROM PFH 8-0-0 Walter P. Finn, P.E. No. 22839 WAC INC, P4 Aft 19650-5H4 1749A OR B - A8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 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. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. Ij 0 0 11-0-0 Over Continuous Support W-11-0-0 U-120 PLF 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TIC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. U—UPLIFT CONNECTION REQUIRED AT BEARING THIS GABLE END WILL SUPPORT UP TO 1'0' OVERHANG ALONG THE TOP CHORD. 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. THIS TRUSS WILL ALSO SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0 2X4 ALPINE, 23 WOODLOC. 8-0-0 Note: All Plates Are 2X4 Except As Shown. PLT TYP. Alpine TPI-95 R Desi n'Criteria: TPI 18.1b8 Q Q O Q WARN ING'• TRUSSES Rf OUIRE EXTREME CARE IN FABRICATION, MANDE ING. SHIPPING. INSTA(1 ING AND DRAC ING. REFtN TO Hill 91 (HANIH ING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PIATL T C L L 20 . 0 P S F 0 Q INSTITUTE, 5U3 D'OMOF10 DR., SUllt 200, MADISON. WI 53119), FOR SAFETY PRACTICES PRIOR 10 PERFORMING IHI SE fONC IIONS. ON( tS5 0111E NMI S( I141)ICAIED, TOP CHORII S11A1. I. HAVE PROP( HI.Y AI IACHED T C D L 7 . 0 P S F 0 O IROCIURAt PANELS. UDIIOM CHORD SIIAtt HAVE A PROYIRLY ATIACIIED RIGID CEILING.! ml"RtANJ.. FORNI SII A COPY of IHIS IIt SIGN 10 )HE INSIAIIATION CONINACII)R. AIPINE. LNGINEENtO D C D L 1 0. 0 P S F O Q PIOODCfS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TNIS DESIGN; ANY FAILURE TO o CBUILDTHETRUSSESINCONFORMANCEMITIITPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION UN 13 L L O . 0 P S F BRACING Of 1RUSSES. Tilts DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of ;SOS (NATIONAL DESIGN DU OffTR SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND fP(.. ALPINE TOT. L D . 3 7 , 0 P S F CONNECTORS ARE MADE Of 20GA ASTM A653 GR37 GALV. STE(L. EXCEPT AS NOTED. APPLY CONNECTORS TO 1Waltj' P, Finn, P,E, AJ IJ EACH FACE Of TRUSS, AND UNLESS OIIfERMISE LOCATED ON THIS DESIGN, POSITION ]OMNfCTORS PER IIkkWINGS N, 22839 D U R . F A C . 1.2 5 t F I I I 110, 150 AND 160 A f. AN INGINtfN'S SIAI ON III15 TIMING AP1,110 ONLY 10 flit DISIGN E TtiHIlfliNU , 1.11,141111 RJR( Atoll ;HAI) NHI TIT RIILID OPIUM 10 ART Ij110N NAI, iCp.\/Y./I 2 JCCIe s.313 /rl.. REF R081--76779 DATE 05/21/97 D R W HCUSR081 97141152 HC-ENG FLA/WPF SEQN - 3861 FROM PFH 19650-5H4 1749A OR B - D2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L1360 LIVE AND L/240 TOTAL LOAD. THIS GABLE END WILL SUPPORT UP TO 8' OVERHANG ALONG THE TOP CHORD. REFER TO DRAWING GE-001, G£-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. THIS TRUSS WILL ALSO SUPPORT 2'0' TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 0-4-3 4X4= 110 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 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 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. ' FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0': 1.5X3 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0': 2X4 ALPINE, 23 WOODLOC. Q -O-q L— 5-2-0 I 5-2-0 1 10-4-0 Over 2 Supports R-440 W-12' U-300 02 7 0 R-330 PLF W-1-4-0 U-300 PLT TYP. Alpine TPI-95 R Design Criteria: TPI 18.1b8 FL 1 E O O O BNSTALLING ANDRACING. REfERRTO 111 91 (HANDLREME CARE ING IN TALL) G AND BRACIN6)ARPUBPUBLISHED BYITPI I ( TRUSS PLATE IUSTITUT(. $83 O'ONOFIO DR., SUITE 200. MADISON. 111 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC LL TC D L 20.0 7. 0 PSF P S F O Q STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT ^ FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC D L 10. 0 P S F o ALPINE TRUSS o PRODUCTS, INC. SHALL NOT WE RESPONSIBLE FOR ANY DEVIATION FROM THIS OES16N; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF TOGA ASTN A653 GR37 GAIV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER IINAillNfS LTD, ISO AND 16D A E. AN 1N4.INIIR'S SIAI ON TIIIS HHANINti API'tITS ONLY ID fill HISiGN 11 IUI INN - I+tMlt HIT NtN( AND _HAIL qDl I(( Ntf IIH ON 14 kyr Hln(M Npr; y 4' fNM7 Walter P. Finn, P.E. t P. pNo.22839 BC L L TOT. L D . 0. 0 P S F 37. D P S F D U R . F A C . 1.2 5 24 . I I NPAC, r Scale—.375"/Ft. REF R081--76785 DATE 05/21/97 DR W HCUSR081 97141147 HC-ENG FLA/WPF SEON - 3884 FROM PFH 19650-5H4 1749A OR B - D1 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L1360 LIVE AND L/240 TOTAL LOAD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 4 X 4 = i 3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. , 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC OL - 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. 5(— 2X4 (A1) = 2X4 (Al 12-7-0 2X4g1 Ij ()-() 14 I< 5-2-0 I 5-2-0 I I_` 10-4-0 Over 2 Supports R=442 W=4" U-300 R-438 W-3" U-300 DI 6 PLT TYP. Alpine TPI.95 R Design Criteria: TPI 18.1b8 1 E Scale 375" Ft. O O O a ALPINE TRUS S O Q o B0. CTNG. REFERTO118 91ES (HANDLINGINSTALLINGANDBRACING), PUBE TOFABRICATION. LISHED B.G. ITPI INSTALLING ( RUSPL TEINSTITOTE, 583 O'ONOF10 OR., SUITE 700. MADISON. YI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCIIONS. UNLESS 01HERYISE INDICATED, TOP CHORD SHALL H-VE PROPERIT ATTACHED TURAL STRUCSTRUCTURALPANEIS, 0011011 CUONO SUAII HAVE A PROPERLY ATIACIIfO RIGID CEIEIN6. fUNNISl A COPY Of INIS Uf SIGN TO THE INSTALLATION CONTRAC:OR. ALPINE ENGINEERED PNODOCiS INC SNAIL N00 Of RfSPUNI l f; ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 8UIL0 THE INUSSCS IN C'UNfORMhNU YI TtI TPI UR FAONICATING, IIANOE LNG, SHIPPING, INSI AI LATIOM ONj BRACINGOfTRUSSES. f"IS DESIGN CONFORMS YIIIf APPLICABLE PROVISIONS OF ND$ (NATIONAL. DESIGN SPECIFICATION PUBLISHED BY THE AMtRICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 GR37 GALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNIESS Oliff RNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER l) RANIN(S 101. lSU AND 160 A I. AN lNfatNltN'S SIAf ON HfIS DNANING API'Ilf' DNIT 10 TIII IN SIGNlilt IMP-*- Ht PllIIH Milli ANif ':HAIL NHI III hit IIU 1111111 IN ANY OIIfTN NAY, DECO 4 L11<FJ Walter P. Finn, p F. No 22839. FL TC LL TIC D L yI IBCDL 8 C L L TOT . L D. 20. 0 PSF 7 . 0 P S F 10. 0 PSF 0. 0 PSF 37. 0 P S F REF R081 -76783 DATE 0 5 / 2 1 / 9 7 DRW HCUSR081 97141155 H C - E N G F L A / W P F S E O N 3881 D U R . F A C . 1 .25 FROM P F H ff / A „ aVAC N(1 M . 0) A A A A A