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221 Clydesdale Cir - BR04-000778 - SRFPERMIT ADDRESS CONTRACTOR D R florton ADDRESS 6250 Hazeltine_Nat'l Dr_#102. Orlando, FL 32822 407)857-9101 CBC 055300 _- PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS ,CONTRACTOR SUBDIVISION 7 PERMIT # 1 ' DATE PERMIT DESCRIPTION i e PERMIT VALUATION SQUARE FOOTAGE Sid 77 12 PERMIT NUMBER FEE I d H etc e O S.anfo, raYATEBPROflTQUEYfAT vCertificate of Occupancy PowORT This is to certify that the building located at 221 Clydesdale Cir for which permit number 04-178 was issued has been completed according to the plans and specifications filed in the permit, to wit as Single Family Home 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) r Building: il R. Barber 05/11/04 Engineering: D. Sweet 05/13/04 Public Works: R. Buckner Utilities: R. Blake Fire Department: N/A Zoning: N/A D R Horton Property Owner 05/11/04 05/13/04 05/18/04 Building Official Date CERTIFCA'ITE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: 5/10/04 04-778 221 CLYDESDALE CIRCLE PRONE #: 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. ngineering Public Works Utilities Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) w/o 39q'5a' CERTIFCA'ITE OF OCCUPANCY SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: CONTRACTOR: PHONE #: 5/10/04 04-778 221 CLYDESDALE CIRCLE 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. Engi eering ublic Works C ' Utilities Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCA'ITE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RE I Et MIUST - UT11UTIES ®[c' . Request Received ----------- To utsiitY tnSPWOr----------- INITIALS DATE DATE: 5/10/04 F ----" PERMIT #: 04-778l F;s.d .i,,,,—''r---------- City SerViCes ft!Self;ents---------- ADDRESS: 221 CLYDESDa VVeMet «0% - 20---------- e------------------------------ 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. Engineering P 'blic Works i util' s Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC0401 CITY OF SANFORD 5/11/04 Address Misc. Information Maintenance 11:52:28 vocation ID . . . . . 230625 Parcel Number . . . 18.20.31. - - Alternate'location ID Location address . . . 221 CLYDESDALE CIR Primary related party ASHLEY P & RACHEL G MORASCH Type information, press Enter. Special Sequence Code(F4) App Free -form information Date notes 1.00;. CSVC UT LOT 60 ********** 11304 2.00' CSVC UT SW DEV FEE 170 .00 WA DEV FEE 65 0 TM CSVC UT BP 4-778 PD -13-04 SEE REC 6499 4 4.00. CSVC UT 4"WA METER SET FEE 190.00 PD -13-04 1130 5.001 CSVC UT 00 REC 4 1 =4 7.00 _ 0 90 More... F2=Address F3=Exit FS=Notes display . F6=Change display F9=Parcel Notes F10=Subdivision Notes F12=Cancel F16=Related pty data L .. ems.: FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 I NATIONAL FLOOD INSURANCE PROGRAM,. ,. Expires December 31, 200E ELEVATION CERTIFICATE i i important: Read the instructions;onpages 1-.7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME D.R. HORTON BUILDING STREET ADDRESS Qncluding Apt., Unit, Suite, and(or Bldg. No.) OR P.O. ROUTE AND BOX NO. 221 CLYDESDALE;CIRCLE CITY STATE emir=nary FL LOT 60, BAKERS BUILDING USE (e RESIDENTIAL LATITUDE/LONGI B1. NFIP COMMUNIT SEMINOLE COUNTY t and Block Numbers, Tax Parcel Number, PHASE 2 Jerfial, Addition, Accessory, etc. Use a Comments area, if necessary.) HORIZONTAL DATUM: NAD 1927 'NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP NUMBER 82.000NT SEMINOLE For Insurance Company Use: Policy Number Company NAIC Number ZIP CODE 32773 buuhut: U taro H yper:_ USGS Quad Map INFORMATION Other. B4. MAP AND PANEL B7. FIRM PANEL 139. BASE FLOOD ELEVA-nON(S) NUMBER I, B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AD, use depth offlomding)` 1202940045 E 4117195 4117195 X 24,5' i B10. Indicate thesource ofme base rl000tievauon{brg aata or uase now uepu ie, it-ju 11 o. AS Profile 11 FIRM , . Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in. B9: ® NGVD 1929 NAVD 1988 Other (Describe): -- 1312. Is the building located in a Coastal Bamer Resources System (CBRS)'areaorOtherwise Protected Area (OPA)? Yes E No Designation Date ii SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* ® Finished Construction d A new Elevation Certificatewill be required when construction ofthe building is complete. Building Diagram Number 1(Select the building diagram most similar tothe building for which this certificate is being completed - seepages 6and 7. If nodiagram iC2. Build r accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram spedfied in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE.. Show field measurements and datum conversion calculation. Use the space provided orthe Comments areaofSection D orSection G, as appropriate, to document the datumconversion. Datum vConversion/ Comments ation refferen mark used Elevation Doesthe elevation reference mark used appear on the FIRM? E] Yes ®No o a) Top of bottom floor (including basement or enclosure) 30. 2 ft"(m) o b) Top of next higherfloor N/A . _ft.(m) 1, I o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o o o d) Attached garage (top of slab) 29. 6 ft.(m) E' @ ti Il o e) Lowest elevation of machinery and/or equipment serviang-ttie building (Describe in a Comments area) 29.4 ft.(m E 16 ro of) Lowest adjacent (finished) grade (LAG) 29.4 ft.(m) m n h i o g) Highest adjacent (finished) grade (HAG) 29. 8 ft.(m) d o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanentopenings (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 I certify. that the in in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand thatfany false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: GALEN K. BELL LICENSE NUMBER: 4224 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME': AMERICAN SURVEYING & MAPPING, INC. 4 DE ADDRESS CITYWINTERPARK FL 32789 STATE ZIP CO I 1030 N. ORLA VENU SIT B SIGNATURE DATE TELEPHONE 5/13/ 04 (407) 426-7979 e Form 81- 31,January See reverse side for Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Forinsurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suile, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 221 CLYDESDALE CIRCLE Policy Number CITY STATE 4 ZIP CODE SANFORD FL 32773 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A /C UNIT Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONEAO AND ZONE A (IMTHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number_(Select the building diagram most similar to the building forwhich this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The topofthe bottom floor (including basement orenclosure) of the building is _ ft.(m) _in.(an) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higherfloor or elevated floor (elevation b) of the building is _ ft(m) _in.(cm) above the highest adjacent grade. Complete items C3,h and C3.ton front of form. E4. The top of the plattorm of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top ofthe bottom floor elevated in accordance with the community s floodplain management ordinance? Yes No . Unknown. Thelocal official mustcertifythis information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowner's authorized representative who completes Sections A, B, C (Items C3.h and C3i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance toadminister the oommunity's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. 'Complete the applicable items) and sign below. G1. The infatuation in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A communityofficial completed Section Efor a building located in Zone A (without a FEMA4ssued orcommun'ityassued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5: DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for New Construction Substantial Improvement G8. Bevation of as -built lowest floor (including basement) of the building is: _. _Nrn) Datum: G9: BFEor (in ZoneAO) depth offlooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions b PLAT 'OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 60, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CL) DESD s LPT qC CIROLEam_ ^A„ 0' RIGHT7§ 49 48 , GNT OF WA,, 1ENIERLINE 87.97 - RIGHT_ CH -OF_WAY 191p 222.41' WALK IS t.s OFF_ 2g3 S79'49'48, E Ni 134.44•- nPCto - 7603,910cv 30' GRAPHIC SCALE _ 10r UTIL'Tr EASEMENT0 15 30------ WALK IS 1. 3' OFF DRIVEWAY,. .;. I@ 29 8 17.7" 17. T '•' ,.q 1.9.T 20. 0• COVERED o ENTRY na 1 WxaQN CV ^ ONE STORY CV , o , CONCRETE BLOCK OaRESIDENCEn Ln a FINISH FLOOR m- r 0 ELEVATION=30.22 N Z f 0 10. 0' 0 LOT 59 \ FGS'r m 17. 7• 29.7' 9 j 17.7' LOT 61 1 LOT 60 N ui20' ENVIRONMENTAL CONTROL EASEMENT WALL IS 28 WALL IS 3. 0' OFF • - '1 CERTIFIED TO AND FOR THE N89'35'1 V„W \,BRICK WALL EXCLUSIVE USE OF: 75 00, DHITITLEOFFLORIDAINC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA TRACT "I" SUSANCOUDENANDDWIGHTRANDALLAGNETTI " DHIMORTGAGECOMPANY, LTD LANDSCAPE BUFFER NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY LEGEND INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY.'• BUILDING SETBACK LINE CENTERLINE 2. PROPERTY CORNERS SHOWN HEREON WERE RIGHT OF WAY LINE 0 FND NAIL AND DISC . SET/ FOUND ON OS-13-04, UNLESS OTHERWISE jAjt 4 EXISTING ELEVATION LB /6393 (05/13/04) SHOWN• O FND 1/2"`IRON ROD AND CAP LB #6393 (05/13/04) CONCRETE3. THE SURVEYOR HAS NOT ABSTRACTED THE LB LAND SURVEYING. BUSINESS CNA CORNER NOT.ACCESSIBLE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF PRM LAND SURVEYOR DENOTES T WAY, RESTRICTIONS OF RECORD WHICH MAY PCP PERMANENT MONUMENT L DENOTES ARC LENGTHS AFFECT THE TITLE OR USE OF THE LAND. PERMANENT CONTROLPOINT- C.B. PC DENOTES, CHORD BEARING DENOTES SS LM) MEASUREDPI - POINT OF CURVATURE DENOTES .POINT OF INTERSECTION - 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN FND FOUND PRC PT DENOTES POINT OF REVERSE CURVATURE?" LOCATED EXCEPT AS SHOWN. C/W S/WCONCRETEWALK SIDEWALK TYPDENOTES POINT OF TANGENCY TYPICAL CP CONCRETE PAD A/C AIR CONDITIONER 5. NOT VALID WITHOUT THE SIGNATURE' AND THE CS CCS CONCRETESLAB COVERD CONCRETESLABCBW RP CONCRETEBLOCK WALL- ORIGINAL RAISED SEAL OF A FLORIDA LICENSED C CHORD LENGTH OHU. RADIUS POINT, OVERHEAD UTILITY LINESURVEYORAND MAPPER. PK PARKER KALON ID IDENTIFICATION R RADIUS POLPOINTON -LINE POC POINT OFCURVEPCCPOINTOFCOMPOUNDCURVE1HAVE EXAMINEDTHEF.I.R.M. COMMUNITY PANEL NO. 120289 0135EDATED4-17-95 AND FOUND THE SUBJECT PROPERTYAPPEARSTOLIEINZONEX, AREA, OUTSIDE 100AFLOODTHESURVEYORMAKESNOGUARANTEESAS TO THE ABOVE -INFORMATION. PLEASE CONTACTTHELOCALF. E. M. A.' AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN,HEREON ARE BASED ON - THE EASTERLY LINE OFLOT60ASBEINGS00'42'26WPERPLAT. FIELD DATE:) 1=20- 04 CKB 77 REVISED: SCALE: I" = 30 FEET APPROVED BY: SJ' JOB NO, ASM43022 FOUNDATION DRAWNBY: FINAL 5-.13- 04 CKB PLOT PLAN 11/7/03 SOO AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8p6393 1030 N..ORLANDD AVENUE, SUITEBWINTERPARK'; FLORIDA 32789 (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, 'SUBJECT TO THE 5URVEYOR' S NOTE? CONTAINED HEREON•: MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OFPROFESSIONALSURVEYORSANDMAPPERSINCHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA m .._- Permit # : 0 t " 0 Date: l , (y CITY OF SANFORD PERMIT APPLICATION090JobAddress: Description of Work: J R Historic District: Zoning: Value of Work., S r,, a' m a Permit Type; Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm ` Pa "I Electrical. New Service #, "of_AMPS Addition/Alteration _ Change of "Service Tetnporta ..,Pole » " Mechanical: Residential . Non -Residential Re lacetnent ' Newp (Duct Layout & Energy Calc Reguued) Plumbing/,New Commercial: # of Fixtures, 6 # of Water & Sewer Lines # of Gas. Lines ` Plumbing/New Residential::# of Water Closets Plumbing Repair— Residential or Comrnerctal, Occupancy Type:"Residential T, Commercial Industrial Total Square Footage: 2-3-q ConstructionType: 5 # of Stories:_ # of Dwelling Units: Flood Zone: (FEMA.formxequired.forother tliaq.X) Parcel : (Attach Proof of Ownership & Legal Descrptlon) ` Owners Name & Address: i,- Phone: Y, Contractor Name & Address: State License Number: Phone& Fax Q q ontact Bonding Company, .. Address; Mortgage Lender: t'j. s Address, Archltect/Englneer; Phone. . Address a. Application is herebymade to obtain a permit to do the work and installations indicated. Icertif that no work or installation has commenced prior.to,theyissuanceofapermitandworkwillbeperformedtomeetstandardsofall"laws regulating construction in this jurisdiction. I understand that a separatepermifmustbe`secured for ELECTRICAL WORK, PLUMBING, SIGNS; WELLS; POOIS,-FURNACES, BOILERS, HEATERS, TANKS,"andAIRCONDITIONERS, eta OWN S AFFIDAVIT: I certify that,all ofthe foregoing iriformation,isaccurate and that all work will be done in compliance with all appircable laws re lahngug ... construction"and zomng. WARNING TO OWNER: YOUR FAILURE To RECORD A NOTICd OF COMMENCEMENT;MAY RESULT IN',YOUR PAYING R TWICE FOR IMPROVEMENTS T,0 YOUR PROPERTY = IF YOU.INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDI~R Q,RANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT.', NQTICE In addition to the requirements ofthis permit, there may be'additionai restrictions a' linable to this property that may be, found in the public records ofthiscounty, and,th bemay additional permits required from other.goveTnmental'entities such=as water mane emeat'districfs, state agencigs, or federal.agenciesg Acceptance of'' is ri cati ,that I will notify the owner of the property of the requir ent of Florida Lien. 713, YS Signa o weer/ ent Date Signature of-Contractor/Agent Date ". rinf, ent's Nam nt Co ` for/Agent's N e" Si ure of Notary -State londa pat Signature o 'otary-$JM o tW AR l Aftlah OFFICIAi. NOTARY SEAL PATRICIA COULTONPA'I`RICIA COULTON NOTARY PUBLIC", ATE OF FLORIDABLICSTATEOFFLORIDAOwner/Agent is Y P COIN ISSION NO . DD134330 d. d€vh,Yo2ProducediDiArowt43QW3lContractor/ edwmlc Mlefs:t£dhJl 9IQhrT3rT 26 2"06 Produced APPLCATION APPROVED BYi Bldg: l'Z^Zonir g Unities: FD:. initial &Date) (Initial-& Date) Initial & Date) ) ` " (Iti+tial`&;Date). Special"C.onditions: C P• t , COUNTY OF SEIl IMPACT FEE STATEMENT BY v^'' OF ~'^^~`~ STATEAT NUMBER 104-75030 DATE-:: BUILD11p PERMIT CQITY) COUNTY UNIT APDRE'E S: T APPLICANT NAMIii:N ADDESSU y- ^. -. tT3RK DESCRIPTIONu Sinqle Family Detachqd 7 Construction, BENEFIT RATE FEE UNIT RAQ, PEP 0 & TYPE, TOTAL DUQ ROADID 9 O' LTBRAR CO -WIDE O ' dwI unit $ 54.00 ' `'1 54.00 GCHOOLS CO -WIDE. O ` dwl unit $1,384.00 ' 1 1,384.00 AMOUNT DQE 00 , BY: / ^ LJ SIN R[" ___ ___ .............. x` DATE: / (/ ........ r-- 7.... .... ........ NOTE T RECEIVING SIGNATORY/APPLICANT FAILURE TO NOTIFY OWNER AND ` ENSURE ^ IMELY PAYMENT,MAY RESULT~IN YQaR LIABILITY FOR THE FEE, **** K DISTRIBUTION: 1-CQUNTY' 0-CITY; P`| 7r uT "4-rn}|u v 1, 10TL ' ARE ADVISED THAT THIS IS 1p STATEMENT OF, FEES WHICH ~ AE" E: AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. ARE: (-`- il SO ADVISED THAT ANY RIGHfS OF THE APPLICANT, OR OWNER, TO (' rr- TFiE CALCULATIONS OF :THf ROAD, LIBRARY SYSTEM AND/OR , EDUCATQ, MAL (SCHOOL) IMPACT FEES MUST BE 'EXERCISED BY FILING CALEYDAY. DAYS OF THE RECEIVING. _ LATER THAN CERTIFICATE OF OCCUPANCY OR THE REOUEST, FOR REVIEW MUST MEET THE REOUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE, COPIES `F THE RULES GOVERNING APPEALS MAY CKED UP, OR REQUESTED, FROM TIE PLAN'IMPLEMENTATION OFFICE: 1101 EAPT FIRST STREET, SANFURD, FLORIOA 32771; (407) 665-7474. PAYMENT SHOULD'BE JADE TON CITY qF SANFORD BUILDING DEPARTMENT 300 N RTH PA AVE}KE SANFORD. FL 32771 PAYMENT> GHOULD BE BY CHECK OR MONEY"'ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER, AND CITY.BUILDIMG 'PERMIT NUMBER AT THE TOP . LEFT' OF'THE NOTICE. i - TH T IS VALID ONLY'IN CONqUNCTION WITH ISSUANCE SINGLE FAMILY BUILDING PERMIT******************** i. tloscrip l3 on of Vvvr r Al Hbiorie Miltie:t-, Cd7" 4" CW S.lLplVO" 7" AMn Ji1'`FI3.CATIVi J e Dsdv. ZvEdmt: Value ofNyork. Permit Type: B iilding Electrical lLlaclair)ieal PiurEtibirrg FiTo prink]er/Alarm Foul Ei it k2l: Newr Service — # of Mes Ack tiordAlter€ition Change of Str-irice Textp&iry Pelf Masispniatt(f Residential Non -Residential Aeptafttnerit New (Duz i.ayout & Epergq We. Required) plammw New Commercial: # ofFi ttutes of Watior & Samovar Lines of Ga+ Lines Plumi.+ing/Nawr Residential: # of W, 'Closets PIUMbitef Repair— Residential or Conimervial Occupancy Type: Residential s"° Cornrnercial industrial Total square Footage: Construction Type: # of Stories: # of Ilweeliitlg Units: Flood Zelm (FElWMA form required for (.ttjrci cuz& x) Parcel N: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phony: Contractor Name & Address: U"W. A: ATR MVn Phone & Fax; _ Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer Address: Phone: Fax: Application is hereby made to obtain a ptrnut to do the work and installations as indicated. I certify that no work or installation has commenr ad prise to theissuaneCofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermlmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAiRCONDITIONERS, etc. OWNER'$ AFFIDAVIT: I certify that all ofthe foregoing information is amutate and that stl work will be done in compliance with all applicable construction and zoning. WARMING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY REgULT ffl Yt f P, l A `,INGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER ()R A-HATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: in addition to therequirements ofthis permit, there may be additional restrictions applicable this county, and there may be additionalperr,06 t_%uired from other_gAxaftme=1 entities such as vat Acceptance ofpermit is tv- iature f yam y- tSignatureofNrY-State of Owner/Agent i _ Personalf, Produced A1111IK ATION APPROVED BY: Bldg: Inn owner of the property of the Date Y, of FlorOf-Cien LawAS 71 of not Conrres Date irnature of K 1024 0kt'IIl8s €macu. _t, 2006 nrtutYfhe,liCUnde vrtilate cry :J be found in the public records of statea .irs, n, fi:denUl agencies. I art Date Date E-;gZ— U WN WAPM ;1 i11dX3 • ITAt tltl #NOISSIMOO AW ' Initial & Dale) (ItwttaI & Date wojl Condutons: C1 rY OI: SANI-ORD 1'I;1tN11.1' Al'1'I.l(:A'1'Ir1N Job Address:__... — Description of Work: -_ historic District: 2 bv Value of Work: Permit Type: Uklildinb Electrical--,, Mechanical Plumbing _-_ 7 hoc Sprinkler/Alarm _ fool Electr-ical; New Service -- tt of AMPS _ Addition/Alteration Chanl;c of Scrvicc Temporary Pole Mechanical: Rcsidcntial Non-ltesidcntial Replacement Ncw (Duct layout & I,-ncrVy Cale. Required) Z Plumbing/ New Commercial: 11 of fixtures _ 11 of Water ,C Sewer Lincs—.ll of Gas Lincs._ Plumbing/New Residential: # of Water Closcts 3 Plumbing Repair •- Rcsidcntial or Commercial 0ccupancy'ry,m Residential Commercial Industrial Total Square Pootac: Construclion Type: It of Stories: Il of Dwelling Units flood Zone: (FLtNIA form required for other than X) Parcel 11: y (,Nttuch Proof of Q%vocrship & Legal Description) Owners Name & Address: p J,ry Phuuc: CorA a 0 IF-ditft" --- i- INC. c j OX rmo?_7 Strtc Liccnsc Number: C-ge i Contact Personal r Building Comj)-an) Address: Mortgage Lcuder: Address: ArchitccULngiucer: !'hone: Address: Pax: 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 to dtc 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, I'LUh1IJING, SIGNS, NVL'LLS, POOLS, FURNACP.S, BOILERS, I[EATERS, TANKS, and Alit CONDITIONL ItS, ctc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done m compliance with all applicable laws regulating construction and coning. WARNING TO OWNER: YOUR FAILURE TO RI, iCORD A NOTICE OF CONIP4LNCEMENT MAY RESULTIN YOUR PAYING TWICE FOIL IMI'ItOVEMENTS TO YOUR E PILOI'RTN'. IF IN YOUTEDNTOOBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMLNCEMENT. 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 cmitics such as water management districts, to agencies, or federal agencies. Acceptance of permit isverification that! will notify the w,s ne, of the property of the requirements of londa 71 SignattucofOwner/Agent lute Signature ofCmmacwti, a Print Owner/ Agent's Name I'nnl Coll uactoriAgent'a Nuns Signature of Notary -State of Florida Date Signature or Notary -State of Plorida Dale MARTHA Y. HALL Notary Public, State of Florida Owner/Agentis11crsonallyI;m„vn to tic. or Conhactor/Agcm us /-Pcraon;tuWtxwt,lV . Wp.nFeb. 1, 2008 I'roJuceJID _.--_- _---_- 1'riJuceJ 11) ..............._. GYrm-.,ra. V ivir 258139 APPLICATION AN' ROV1 1) BY: Bldg: Special Conditions: Lumng: - hrilial & Datc) ( Initial & Datc) Uuluaes: F D: Ir,uu; d & Dote) (Initial Sc Date) r.°" Daw Permit 9 jol,f Address: a Wo? value fat work: S Flm Sprinkler/Alarm Pool Permit Typc; Building, Elcurtical'*., Mechanical Plumbing occupancy Type: Residfmti il Commercial Industrial Total Square F0029t: m"w"'_____—_—_ Contractor Name & Add Mortgaut ArthitvcvEnginetr Fit Issuance or pemnit and that all work will libc perr(OrMad to n1w StAnduds oran laws regulating consuruction in this ju6-\J1C6- I vn4mun, thull permit must be secured rOr ELXCTRICAL WOM PLUMBING, SIONS. WELL-$, POOLS, FUMACES, BOILERS- HE-ATERS, TA.NKS, infl 9v,,tLE&. &1, 01, the &ar-tgoing inromunon ii accurate find Out &)I -I" will be done in cornp)lan," -d *'I kPP11 Ne"JIM11? YOUR FAILURE TO RF-CORD A NOTICE OF COMMENCEMFconjavctionandzoning. WARNING TO OWNER: TO OBTAIN FTNANCING. CONSULT \VrTH YOUR LENDE-W, O'KTV)CE FOR IMPROVEMENTS TO YOUR PROPERTY- IF YOU INTEND Accepivricc OrPtflnk is verirlcution th;iI I will notify thi, Qwncr ol the property vf the mquitcnarf 1:10 A jeti m Known *',~ ruoVC,!010_ r,u'+rx`^^n~xo»cvo'»*___— u /3w +".'! Marie A, Zettlemoyer Commission #DD221380 Expires: Jul 15, 2007 Bonded Th- Atlantic Bonding Co., Inc 1+ MODEL 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKIN) 1) 7AOHINTERM{E7DDIAATE STILEANDUfD4AWN F (ALGNC iQ S OPTIONAL OW CLAM OR LISTED I /8' ACRYLIC L1TES AVAILABLE SEE SECTION B-8) 20 GA MIN. END STILES ATTACHED TO DOOR SKIN WTH PATENTED TOG-L-LOC SYSTEM TTOM & mCt?NTER). REPORT#9606C 25 GOL MN. GALVJ LOCK POSITION STEEL SIGN COATED BOTH SINES) WITH A BAKED -ON PRIMER. TWO PONT LOCKINGAND A BAKED -ON POLYESTERTOPCOATAPPLIEDTOBOTH SIDES OF STEEL SKIN. OPiIONN. * m J KEYED LOCK A f----OPTONAL OUTSIDE KEYED LOCKMAX. DOOR WIDTH 9'0' j14x5/8' SHEET METAL SCREWS 2 REVISIONS 1 I 1 I A4 I 11/00 1 - I NWW I OTY (I) WAS (2) FOR TRACK BOLT 1 2' TH" 3' TALL U-BAR 20 GA. GALV. STEEL 1d3.r 1-7/6• r lea r.N V. STEEL TOP ROLLER BRACKET. EACH SUCKEr 4 D I/i STRP LAP AORM 14 Gl CALM. STEEL ENO HMw_ EACH FASTENEIFD/TO END SIXES 1ET(4) iH5/S' SEEAL t (4) I/4'x3/4' SELF TAPPND SCREVE, HORIZONTAL TRACK SUPPORT DOOR INSTALLER (TO S 13 GA CALV, STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH 3) 5/16'0-5/8- WOOD LAG SCREWS. UM DOUBLE TRACK LOW HEADROOM IS O AVAILABLE AS AN OPTK)N fl00R 14N7GHT 1' R 62' PiALV. STEEL TRACK. 7 -0 B L. MN. TRACK THICKNESS::060' _ v 8 -0 88 Ox CALy = TYP. 2-1/2'x12 GA DALY. STEEL TRACK BRACKET. u BNt z L ( 4) TRACK BRACKETS PER SIDE. 74400 ARA M Lookloc C LHR TOP BRACKET DOUBLELi rHORIZONTALFRONTFRAME WITH U.V. Do COAL MrONOUTSIDESURFACEwuaLFC0. 13 CALGLLV. STEEL 80TTat LOW HEADROOM OPTION BRACKET. ATTACEO WITH TWO 1 4' x3/ 1 2'4' SELFx3' LAG SCREWS ON 24 CENO.D.WN. TERS. I 0144/3SHEET METAL SCREWS.Y, i iWASHER REQUI LED. LAGSCIMSMAYBECOINTERSIIIYC PSSBGLASS OR OPTIONAL 10SCREWS. (gam NOT REQUIRED TO PRONDE A FLUSH MO LITE YnKmow uTE£ND HINGES 18 GA. INTERMEDIATE HINGE) YWRL WFAT/EASTT. DE R AC£. HIORNZONTAL JAMBS 00NOTTRANSFERLOAD. VIEW VIEW Ic STOPMOULDINGBYDOOR INSTALLER (TO SUIT) 2x6 YELLOW PIK JAMB 20 G4 MN. GALV. STEEL END STALE NE 3' TALL x t0 GA U-BAR ( 50 KSI) ER DOOR SECTION. END SLIDE BOLT STI'v LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. 0999E SKY BOLT LOCK OPTION ___ NOTE 1, DOORS UP TO 7'- 0- HIGH CONSIST OF 4) SECTIONS SHOWN). DOORS OVER 7'-0- HIGH CONSIST OF (S) SECTIONS (NOT SHOWN). SECTION A -A (SIDE VIEW) 10 PAN HEAD SCREW SCREWS PERLITE) QAO 270- Da0- PSI UN. CDHKXtETECQ`HNNK; MOLDED INSbE $i1L.E ado x4 SLEEVE ANCF10R5ON24 -CE 1ERS (BOTH LITE RETAINERINTER. C-90 BI:OgGOR2,000 PSI MIN. CONCRETE) OR /- SNAP LATCH ENGAGES STILE I/4k4TAPCON SCREWS ON24' CENTERS 12,000 20 CA GALV. STEELINTER, STILE PSI MN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, ANCHORS O.D. MN. ET COUNT REQUIRED I \ WITH TING SU . CHOR MAY BE COUNTERSUNK OUTSIDE 12 CA. GALV. STEEL TRACK / — ITS (BUT NOT REQUIRED) TO PROVIDE A FLUSH BRACKETS FASTENED TO WOOL JAMS-/ AIW1NiMIC SURFACE. HORIZONTAL JAMBS DO NOT WITH ONE 5/I6'xl- 5/8- LAG SCREW TRANSFER LOAD, PER TRACK BRACKET.HANDLE 18 GA GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W/(( 4) 2" GALV. STEEL TRACK FASTENED TO 14 C0. GALV. STEEL ROLLER HINGES 114x5/8- SHEET METAL SCREWS 12 GA. GALY. STEEL TRACK BRACKETS. FASTENED TO END STIES EACH W/(4) TRACK ATTACHED TO EACH BRACKET /14x5/8' SHEET METAL SCREWS AHD WITH ONE 1/4-x5/ 8- BOLT & NUT (4) 1/4-x3/4- SELF TAPPING SCREWS PER END HINGE. OR TWO 1/4' DA. IBVETS. A PREPARATION OF JAMBS BY OTHERS 2- DN. SHORT STEM. 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION C-C / NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL Of RECORD. FOR THE B1ILMG OR STRUCTURE AND IN ACCORDANCE MARK WESTERFEE P.E. WITHCURRENT BUILDING CODES FOR THELOADSLISTEDONFLORIDATHISDRAWING. P.E. /48%SNORTHCAROLKNAP,E. /23832 4 3 ONTO VERTICAL TRACK ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANOLE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. C C u OUTS KEYED LOCK S DE HANDLE LOCK BAR LOCK1140 INS, OUTSDESIGN DE LOADS: +25.0 P.S.F. & -32.0 P.S.F. nrvAT(54 S SNAP NAPKEYEDLLOCJCOPTIONATESTLOADS: + 37.5 P.S.F. & -48P.S.F. a"P` oR ,.i aonm N rx PARR NO.: - Mt A rem 1 Pal aam. UNIMStwom«+E.. 311 W" SL Sda I= A TOLERANCES — IDEAL ON 452D2 r ..rr..4 s..w a ." w w A-emr. -.4 avk.W4 A - t.03 Td 0 . J:W-3B1-411W 4WRl7SiSRIr Fm N . t-513-M-3519 00 - f.015 Di:SCRTPTLON: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD w.w w. rw vao rr rA00 - t.005 0000 - s.001 Oeor a *1/7 DRAWN BY Bum DATE- 4/18/0D SCALE: NTS DTFG.R SiZE L Thro a CHECKED BY: MWW DATE: 4/18/00 KEEP 1 OF t DWG. NO.: 102137 REV. NO. 1 Pryjaction ~ - UNm S1dW O EaLwrris. aWsam AREaM61ES2e: agl'- r I V-^aI 4T, 4 -.1. - 4 All o/ran'onA M GLASS are 3FE e-B RbiRABIE C 3,' F- (b)T / ((TTOP ppDDffjj 1 ACIIFD / 7pCApESAE (AlOMD`NLRFR) U NANE .REV. NO. A t I II Ntt-\rU I I I W kk III 111.E W III III '\k k 2 REVISIONS ECN NO. APPVD: I DI EIM I OTY (1) WAS (2) FOR TRACK COP. BOTTOM R CENTER). g 13 CA DAM Sim nAG BRACKET. EACH FASTOIED TO WOWCw Ia• 3) s/.,-s/s' roodw ua BEeRErrs LISTEDTRACK ,,, iDA1EAB{ E A. MI OPTION vm C }{ A r CI&vsrEEm wA13L t. AK nv= rAcvm - Rao' I= POSITM m 7. x-1/2'e12 CA. "V. slm TRACK BRACKET. TWOWO POW OCKM 1P(4) TRACKBRACKETS PER SINE ICN TOP BRACKET REPORT#9606C Ab 2DNTAL 3• A 20 G V-BARS. £.7BBC I U-S" IN A 2-1-2-1 ILA KAOROIW OPrIDN PATTERN " 111D U-BARS ON OM"*' SECRON ONE V-BMES ON MW SET.TNIL ETC:) MKHIAI VEMIS OF 0A V OFFICINAL OUTSIDE KEYED LOOK POSITION YAK. DOOR wOM - Ir-O• INSIDE ETEveTIONS 21ML' 1 A3 FAO ON 1 . 1 0.0. YINDOORS W TO 7*-0' NON COMM OF (4) SEC710N5 (gpK) FRONT FRAW WON O.Y. fA4Et RECLAIMED.MC SCAfl1S MAY BE CCUUMSM DOORS DYER 7'-0' HIGH Comm or (s) SECTIONS fDIOf 91OM51). :15 ON OVISIDE SYRFAM (BV( ROT pEOOFED) m PNOYDE A FWaN AOMW ACE IIONN? nVffAl ANIM 00 HOT TRAM FFA 1.01L. zAaYE2IDw PEE AAIKI 8 ceADMAL ICI SCCER . 1 2. O ACRfptlE .1:FEYOIDFL SHOE DR 12GGVv. STELES. MAO 2s CA W. sum IRE RETAINER W/ 4PAN HEAD SCREW s/iWtACXErS e•.D7-0 SKINCODEDwnrG-40WILf10SCREWSPERIRE) f (C-S0 WITH ONE PER Ir LAC SCM BRACKET CALYANDNC. RN(ED-ONPWER. 6.00(),OR 24CF70FA5 (200D n Yw. OpIpi20 aR AID A BAKED -ON POLYESTER1/4 A4 TNCCIN SCRQb 9' IMF/ Z LVOF1fs (2.o00 1 m C MpRD" BY DOOR SMALLER ( TO STD) I G MIN CALM. STEM TFD STILE 20 G GALV. Sim INTER. STILE B TOP GOAT APPLIED TO BOTH SNIP LATCH DCAGES P9 YIL TVSIRRS NCVDED w7N / VERTIC TRACK. 17 /IASTEIER (ONE PERROLLER) SINES OF Sim SIGN. 1z GA GIY. 51m TOP p [ LATCH 011 A ' Y GV.v. STEEL DWX FAs1T71fD m J Lls G I. Sim ROLLEPt IpIOES Fe a GlTO Mrm SCQRRER I M(If ROLLER BRACKET. EACH rtiERSTILEONE H" LA COD U M ) mm AMY BE MWMMM A 12 G CAM SMA MOaRALKEIS. FASIETED m END sRfs FApf •/(t) /+ a 511FE0 YEYK SOREYIs. BRACKET ATTALSED M/(4I TRACK ATTMCED m EACH BRK7fET 146 a' 9Ea T IETK sCRE1Es MO TARS/a• SINEEr A g ADIMIMSWiACEIDIIQONTALCNNBS00NOTwn1ONE1!4-.SX BOLT A MIT 4) 1 4•ASl4 SEtF TAPPNG $GREYS PER F1ND NNOL SHr LAP JOINTS. . I WN4{RLOAD. OR TKo i/4' CAL RAETs. OUTSIDE KEYED 14 CA. . STEM ++AMM END ElD r DAL SHORTSTEM. 10 BALL. STEEL ROLLER Do HINGE YEACH STILE S MARK nESTERAIID. PE. FASIFHFD TO DID +L PREPARATION OF AVERS BY ODFTIS. Mom G-G FLORIDA P.E. J48M SSTILES IBS HET. t/9' +E STLE FORMCAROHTK PE P3832 3' TALL U-BNI A (4) I/ s'a.T/4• SELF OuiS10E IEYm tOCIT LOCKBAR W L YYFIIDD STR i iMW % KSI TAPPRILSCRE16. ""^----'==!a`"OI' MAONINDICES V THE aEsa aF RTE SFPORe1H0 SIRULTURFl nEEMis DES" LOADS: +24.0 PSF k -24.5 PSF OUT90E LAW SIOE swirl aE THE A6P' OIISBkt1Y OF THE PROFESSIONAL OF TEST LOADS: +36.0 PSF h -37.0 PSF MARBLE OF DOOR :RECORD, FOR THE BDEDNG OR STMICRRE AND IN A=RLVNCE GAL DAM STEEL U-SARS2-THE 18Ns IL41ED ON oaHl MwAR INAT1-1 PATTERN01. 700 U-0AASImM MNINAA REND Y 9TONN®OMNIV.F PART NO.: - ON BOTTOMASECTIOK ONEEUAR+ TON NEXT TAPPBCSCFVMSLOCO( ON LOCATION. EACHSINE A/ OF DOOR A, M .kb" r '00 "ER"'AL INSIDE m J)ON A -A IS" NE1Y1 NDIF WW 13GGALY. STEEL BOTTOM BRACKET. A-ft ) m ATTACHED wM (2) /1441W 9W METAL Sx M. IM t fj c _ 0 3 is . UAIRAA Stow ODANdw TOLERANCES - 3121k11Kt SL S k lam IDEAL ON 45202 0 - t.03 00 - 3:A15TmRK (-5Ti- M-3519 WIt20EB4ie6 Fa Ili i- Si3-%2-$19 Ate.. e. DESCRFTION: MODEL ISRST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD 00 0 : *..0001 069— . t 1/7 DRAWN BY: BNMDATE: 4/ t8/00' SCALE: WS DWG. B DrsDr=iS CHECKED BY: ~ DATE: 4/18/00 SHEET I OF t SIZE DWG. NO.: 1021-M I REV. N0. t AE N ems. 2 RAa' IE uimia't(3 1. 1, IIa . A oxo Glazed Inswing Unit 8"0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 010 series 300 Saks APPROVED SIDELITE STYLES: f 1 450 Series 652 series 510 series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number. Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab Tilled 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). 16 ' / &a State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O aka g f FIBERGLASS lNTRY DOOMS Ns..T MwN+r',r0^^^ April 29, 2002 Ow c--" aopam atpaean imwo"W"i nixes swdcaions, eesgn Ra power eelad SWIM 10C"W wam I.aKC O r0••r, Masonite International Corporation Ox0 i, p A l • I Glazed Inswing Unit l 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 Mandnhum unit size " 97 x 8'0' Design Pressure 40.0/-40.0 limited water Was; special mrestwlo design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Mead resistant requirements lot a specific building design and geographic location Is determined by ASCE 7-national, stale or localbuilding codes specify lie edt8on 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: MM as as 022 Series 0a 00 404 Series 108 Series U Oakcraft AR EK" ,.._ I ' IMC. Kr LASS Lr.YMV WWAS w..+fit•• ,...10••, n/1/)• J Apre29,2W2 Masonite International Corporation ow owow11 t 1"0a1am 01 W00W nlW"rw a mae$ speCdLMm ftw K4 podlcl drag S.*"10 Cll t.~"Ke. XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: i10 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 8S2 Series 810 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. s 300 Series Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1, r r IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oakgraff ARkEK W....a ...,. ,ram VI06"ril ASS UNT"Y Cwu"a r I C/'IVV.rv Apia29.2002 Masonite International Corporation ow Comm" PeerPa of Poem +"DrOKPMf awes se"4kanoM. etsga aae poem e:ua$D^lwC"rpe+anew Pre. XO or OX t t I Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: o s'= 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 Madmum unit site - SW a 8'0" Design Pressure 40.0/-40.0 limited water unless special threshold deslon Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requbaments for a specific budding design and geographic location is delermined by ASCE 7-national. state or local building codes specily 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: 114 GLASS: goUo as 822 series 1/2 GLASS: as 404 Series 108 Series a Oak raft ARk EK'- ,..,.....1,/..- 41rIN"r l At\ L'v YM\' I)1\I•"\ Ma+A•.....IN.r.•1•I..vlDow• ' •4 Ap11t29 2002 Masonite International Corporation ow cd"a v Meera. a 1.00o w.p.oeMr"1.IrQk\ sortdS~% ees o.. SM p.p,.rtl eer.w S. Uwl. W cru,pt .'.4rvw ".ft XXCOP-M-MA0147-02 Glazed Inswing Unit h 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 8I0 series 852 Saks 3W series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of'31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oakgraff AR~! EK" ..,.....I,,..T IUL NISL.\l.\ Lf. "\ ) .)".+ IW.•r..y.1rMN... t."I t).... sofa 2%20M Masonite International Corporation oV COIII. "POWWO Of010OK1 Specftal S. *Sir JM MOOKI drug S.Wo 10 chop! w~ -we XX Glazed Inswing Unit COP-M-MA0147.02 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sins are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Magnum unit size . 6'0' a 8'0- Design Pressure 40.0/-40.0 Limited water Wass special tMesholddesign Isused. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Acltral design pressure and Impact resistant re0utremems for a sped& bulft design and yeographk location Is delermined by ASCE 7-tWional. slate or local buiMing codes sped* the **do" repaired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 010 ao 00 22 Series El 0o e0e series 108 Series 0 O akrraff AR k EK'" ._ free Nf LA.C1 LWrX' "OkS Wwb.w I—Okn 6—, Ow. PRWIIVVv\w%4+i// N Apra29.2002 Masonite International Corporation ow C-,.n , e txoena of pro"."""" a "Okm spc ommens, despn TM vw-u ones svb^t tocharw "b" "WKt, OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 314 GLASS: FULL GLASS: oa on 01 series 410 Series 109 Series 114. 120, 122 152 Series 1e9 Series 300 Seres series APPROVED SIDELITE STYLES: a 129 Series 200 Series 12R, 12L 23R, 231., 450 Series 152 Series 149 Series 109 series 120.122series 300 series 24R. till Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-518" 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 IKurtBalthazor, P.E. — License Number 56533 Oakcraff AR 4 EK" rint"\:LA\\INIM\'l).rrl" ,`.,.qp,N i,w.ryL tw,Ow. April 29.2002 0. cam+rn V wowam of woew -ww m owes swd"rrgns, eesgn rra woeurt Oetw ww to Cbmw WOW naKe Masonite International Corporation r%VJ^ I I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: r:.; O ail p Double Door with 2 Sidelites Madmum unit site . 12'0- a 6'8- Design Pressure 52.0/-52.0 United water uniess 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 6W. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant repukemenI3 for a specific building design and geographic location is determined by ASIDE 7-natbrgl, state or local bui" codes speedy 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: can iQ Raoanoo no ao as 8100series133. 135 Series 136 Series22 series 1/2 GLASS: n 0 as as as an na go M series 106. 160 Soda' 129 Series- 12 RA., 23 PA. 24 Rn 107 Series" 108 Series 304 series Series' This glass Ail may also be used in the ldbwing door style: Eyebrow 5-0" with SU011 Oakes AREK" r.a_....,.,..T 1'1ut'Me:t ANC Ii1.TltY 000"% 1.....T.....era".eY"f.1rrO..., 66 Aprit29,2002 Masonite International Corporation 01u cw*" WOWa orPWI l ..w"eWAo 0*%@% sWOKA-03. UeAW, aM WoeuCl atw suahe(t 60 t.nWe w Wlfi 1WU(e. 0X0 Glazed Inswing Unit COP-WL-NIA0144.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ao as 04 Series 410 writs 109 Series 114, 12Q 122 152 Series 149 Series 300 woes Sul" APPROVED SIDELITE STYLES: 129 series 200 Series 12R, 12L 23R, 23L. 450 Serles 152 Series 149 Serfes 109 series 120, 122 Series 300 Series 24R. 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 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 OCCO PA202 COMPANY NAME MY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 O aka AREK" NrtlCKt:\A{i t{rll'1I1' V(et)K! r4rT«•r•M r>...d.«a«u, o... a-yya j Apri2%2002 Masonite International Corporation ow tww" popat« to godun + Wwwnem nWes wvkvms, Onoand ro" deWl SQ*0 10 OW4t wWW e01Ke Oxo 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 2 Sidelites Maximum UM sue - 97 x 6'r Design Pressure 52.0/-52.0 Undled crater urAm special tlueshopl design isused. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. AdW design pressure and impact resistant regukemrnts for a speddc bOft design and gelprapldc loeadon is determined by AWE 7ilational, state or local buiWirq codes specify Ito edition repaired. 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: Q non inli no 00 o0 00 001100 100 series 133,135 Series 136 series $22 Series 1/2 GLASS: Do 00 o0 0o 0o 0o 105 Series 106, 160 se1jo- 129 Series' 12 RA- 23 PA. 2e PA 107 Series' 106 Series 30e Series Series* Tlus glass kit may also be used in the lollowing door s": Eyebrow 5•pand with stroll. U C l ak raft ARIEK" I-IOI"r.LA\C L'N'INY U00AS New R+wl.. 04wp.rwveDer. Apd 29. 2= Ow C—nft uloelal" of WO&O mlrovemml mylef %W*"Ola• OKW W4 Wodxr 0"0 AlelKI 10CAMW wft" -WA. Masonite International Corporation XO or OX Glazed Inswing Unit . COP-IfVL-MA0143-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 $ 1 404 Series 410 Series 109 Series 114. 120.122 152 Series 149 Series 300Series Series APPROVED SIDELITE STYLES: 30 129 Series 200 series 12R, /2l 23A. 23L ISO series 152 Series 1e9 series 109 Series 120.122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab titled 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). En M** State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff ART EW YIML 1 l' 1'Ml IIIIIIM\ Nwi.`I-ItN'aWlr'^t ' April 29.2002 pv CMhnM4 wueraln of P~ +oerorrmNe morn WKohCa4*ft etS4n &W paellCr ltlad S wl 10 C"t 004ul nel4e Masonile International Corporation XO or OX `' ' 1 Glazed Inswing Unit n 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". Single Door with 1 Sidelite Madmum unit site . 6'0' 1tcr Design Pressure 52.0/-52.0 Lineted water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Agwl design pressure and impact 113410111 1`e011kemeMs for aspedfie building design and geograplac location is determined by ASCE 7-naliotW. state or local bt"ng codes specify the eddon 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: an ao nit 00 00 A go 100 series 133.135 Series 136 Series 822 Series 1/2 GLASS: 0 00 00 ° M a0 oa an 0o 0o no 105 Series 106,160 Series' 129 Series* 12 RA.. 23 RA.. 24 RA 107 Series' log Series 304 Series Series, This glass Sri may also be used in the Ibltbwtng door st*: Eyebrow 5-1)anel with sC10e rr Oak raft AR k EK . r..,.....+. , T w_.•..1 . AS '-.V0011ASI'IM1:Nl 1.\\!{;n IN\'Un11M —T- \O^ h ./i/.1/l//11 tl Apr1129, 2002 Masonite International Corporation 0a Coma.; 0.".. or Moeun o+wove+N owes seen+"nom, ft"" .n rota[+ 0e10 au4Kt+1C cl ve wemlut W-ce. - XX O • e t t Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: pp no 00 404 Series e10 Saks i09 Series 114, 120,122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805w-2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -binged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). af 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraff AR 1 EK 1'1tll'Ml l.\.\l'.ry 1'tl\' VI)IIM\ IW.TNo.wt lawitlr f-n O.r. Jl .pM tl April 29.2002 Masonite International forporarionowW"WAV woran of two" +"pre"Mm mlkes swiFu Oft ecsgn aM ploeun Oew S4*014 tw'ot Mlelge wKe XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size - 6'0' x W11" Design Pressure 52.0/-52.0 Umiled water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure andimpact msisWA requiremems for aspeciric ouadug design andgeographic location is determined by ASCE 7-national, state or local OuiWirg codes specify the edition tequired. 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: as go °° ao as as as tog Series 133.135 Series 136 Series $22 Series 1/2 GLASS: 0 00 El 10 as as as as as as 105 Series 106. 160 Series 129 Series* 12 M. 23 RA- 2e RIL 107 Sides" 108 series 30e Series series, finis glass kit may also be trseo m dte lollowinp door $roe: Eyebrow 5-paw with scroll k raft ARR4 EKr. ,..,..,..,. r.-_•//` VISCAGLASS tn7wY 0009......-.. aar.."t-7oo..,t^-70^`r' a IiJVVV . Ow f Derr Apn129,2002 anasonite International Corporation gar tow." WOWM Dn woe-tt +-3,"meDt males "KI Catons. deson Ne WoduCr Mail $000 to trwge w~ not<e MID-WL-MA0005-02 DOUBLE DOOR WITH 2 SIDELITES e- CL TYR TYR I TYP. TYP. i I I 1 I I I I 1 1 I TY•I I 11 1t I Il It I 11 Il 1 6,Ir 13- UNIT s,r UNIT 5/16' 17-1/8- MAXIMUM ON CENTER TYR f f f / 1 T T f T T T Minimum Fastener Count Rough Opening (RO) 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 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 08 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-114" 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. 0 Apri129.2002 Masonite t ter ational Corporation ow coft a" INOpsm of two" wmrovew-ew malts splldtmo•S. S.p• a•e pMO.1 OCW $~ to CIWW •MW l n41Kt M!D-WL"MA0004-02 Unit SINGLE DOOR WITH 2 SIDELITES UNIT 8'0" UNIT 15116' 17-1/8, MAXIMUM ON CENTER TYP. FastenerMinimum ! 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening (RM Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA 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 /8 and /10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1- 1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW aw ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Apra 29.2002 Masonite International Corporation ITp ( W"—"0.WvWa . W 1"00.;n nvmmau OWti SIMf.ltali".•. ft "" P00.1 0"j.1 S.W. 0:'V `" ftw IIIIIRl. XO or OX r000 Unit SINGLE DOOR WITH 1 SIDELITE 15/1G 8' 107"1 T MAXIMUM ON CENTER TYP. CountMinimumFastener 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" tong screws per location. RoughOpening •r 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 #10 wood screws or 3/1V Tapcons, 2. The wood screw single shear design values come from Table 11.3A of ANSI/Al' & 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 k1C0 Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 Ay,A29 M32 Masonite International Corporation Ilw i4n... ; r*pinn a p,A"lY .+a'arfMev "Wta auu.a,ewona. W mt yXvo deva SaW jo change wmow nave. X Unit T6"" YR 6. 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. Rough Opening • f Width of door unit plus 1/2" Height of door unit plus 1/4" MID-WL•MA0001.02 SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA 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 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 AprJ 29. 2OD o.....r o.a.. " Wco•r"+"Mo7ram or nooui.Toro""M makes speokaao•s. Masonite international Corporation Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing Arrangement X Singles (tyidth) TO" COP-WL-MA0126-02 r e,B o 02-0109.07 Application Filed) r•. I 70.0 1 •.., NO 2'6" ..___ 2'8" 2.10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples (width) 2'8" + 1'0" r4asonile International COP-WL-MA0128-02 Miami -Dade # 02-0109.07 Application Filed) r• Rating 55.0 Impact Rated NO 2'8" + 1'2" 210" + 1'0" 2'10" + 1'2" 37 + 1'0" 3'0" + 17 1'0" + 2'8" + 17 COP-WL-MA0129.02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17 + 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-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 210" 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 8CCO protocol PA201, PA202 & PA203. Oak raft ARkEK" VININ<1..1[[;N'1pY 1)OONI NwTr.nN iM l."lw'1 Dew. Avg 29.2m Masonite International CorporationQntonl "popnm o71,06W nvore mm W,*" vfti i wa . ftw +ne wodmt Azad Sub^1to cwpe "i"" n0h", Opaque Units COP-WL-MA0100.02 , FIBERGLASS DOORS 8'0" Height — Inswing 02-0109.08 Application Filed) 70.0 NOX 2'0" COP-WL-MA0106.02 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement X0. OX. OXO Plultiples (vJdth) 2'8" + I IRRIMMIZ "M COP-WL-MA0108-02 02-0109.08 Application Filed) OP Rating 55.0 impact Rated 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-MA0109-02 02-0109.08 Application Fled) 55.0 NO 17 + 2'l0" + 1'0" 17 + 2'8" + IT 1'0" + 2'8" + 1'0" 1'D" + 3'0" + 1'0" 17 + 2'10" + I 17" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" 210" + 2'l0" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109,08 Application Fled) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'l0" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 6 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. O alraff AR EK" N ....J•et 4in Vl"Kk Gr.wit VKTRY 11110kt _T.w r_p"E. D"o.. Awd A 2W ow to "A" WWWnW "*Oka 019we" m om"s saecikcll.om.. aspss"oao" au+ suekts ro ChWW wow ONKC Masonite International Corporario Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing X r 2'0" r COP-WL-MA0121-02 1 1 01-1031.02 1' Rating 76.0 ImpactRated NO 2'6" 2'8" 2'10" 3'0" 3'6" Not listed Not listed Arrangement X0, OX, OXO r e (width) 2'8" + 1'0" masonite international/ COP-WL-MA0123-02 de BCCO 02-0109.09 Application Filed) I" Rating 55.0 1 Rated NO 2'8 + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 17 + 2'8" + IV" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 +2'8" + 1'2" 1'0' + 2'8" + 1'0" 1'0' + 3'0" + 1'0" 17 + 2'10" + 1'2" 17 + 3'0" + IT 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" +2'8" 2'10" + 210" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement $or a specific building design 3 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 fJk_ , AR EK" r.............T e'tN1'AOLASS FNTNY DOOM[ NwrwwN Nx"etw lw/Dws ' w439. M02 O•"xq O.".. Masonite international Corporation 0W oa+M" aeaN of WooLq im"WrAm Oak" 3iKMl W4. ani" am ero&" oeb4 Woo" w OWW WOO route. COP-WL-MA0100.02 FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing X Singles (tvidlh) 2'0- Masonite International] COP-WL-MAOIOI-02 Miami-Dadd 13CCO 01-1031.01 OP Rating 76.0 Impact Rated NO 2.6" 2'8" 2'10" TO" r37-6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples (vjidth) 2'8" I'D" masonite international COP-WL-MA0103-02 Piaml.Dade OCCO 02-0109.10 Application Fled) OP Rating 55.0 Impact Rale i NO 2'8" + IT 2'10" + 1'0" 210" + 1'2" 3'0" + 1'0" 3'0" + 1'2' IV+2'8"+IT COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + IT 17 + 2'8" + 1'0" IV + TO" + 1'0" 17 + 2'10" + 1'2" 12" + 3'0" + 17" 2'6" + 276" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" TO" + 3'0" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Fled) 55.0 NO 2'8" + 2'8" 210" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 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 webshe (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design S 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. ' akcraff AR EK'" YIMRMC,.ASS EN7MY DOOMS 0T .,-F- p ,0— - 1 AW. 29.2WMasonite Internatioeal CorporationOwON-," aoa+m O/ p00"c1 "mDIw4 m mates ,Vftmc m01R. fts" 4m0 podw ftw SUMO IY 0" ""Imew mace COP-M-MA0100.02 FIBERGLASS DOORS Glazed Units 8'0" Height — Outswing r COP-WL-MA0166-02 r 02-0423.03 Application Filed) t• Rating 47.0 Impact NO nifthLor4owi ht X z'0" 2'6" 2'8" 2'10" 3'0" 3'6 Not Listed Not Listed Arrangement X0, OX, OXO muitipies rth) 2'8" + 1'0" masonite Internationalr COP•WL-MA0168-02 02-0423.03 Application Filed) OPRating 47.0 impact Rate NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + I COP-WL-MA0169-02 02-0423.03 Application Fled) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 17 + 3'0' + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2 8- + 2 8" 2'10" + 210" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201, PA202 8 PA203. 0 Oakcraff r AR _K" f'ItlF MCL AS[ KNl'NY UOOtlt N".6...w h..p.4—rUr... f_nC/Yr r inw + A0421' o..."r s.-.. OW aoawo a aa0ua :"oraew e.+ ie+hes wedkions. asgn ana woe.n Masonite International Corporation d w wbwo to myna "News MI". Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing t X t 1 Arrangement r X3, OX, ^XO M. COP-WL-MA0146-02 02-0423.01 Application Filed) 40.0 NO 216" 2'e" 2.10» 3'0" 3'6" Multiples 2'8" + 1'0" Not Listed COP-WL-MA0148-02 Not Listed r t 02-0423.01 Application Filed) r 40.0 r ,,.., NO j 2'8" + 17" 2,11W + 1'0" 2'10" + 1'2" s'0" + 1'0" 1 J" + 2 8" + 1'C" COP-WL-MA0149-02 02-0423.01 Application Fled) 40.0 NO j f IT 1'2' + c8" + 17 1'0" + 21" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17 + 3'0" + 1'2" 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" i0 + To" + 3'0" XX. OXXO 2,8" T 2,8" COP-WL-MA0147-02 02 0423.01 Application Filed) 40.0 NO I 2'6" + 2'e" 2'10" + 2' 10" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 21" + 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 2'10" + 2'10" TO" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements usicg fewer panels than what is shown in the above chats also comply under the product approvals shown. 2. Assembly details are availab!e from the Masonite International website (www.masonite.com) or from the technical center. 3. InslVaJon inVirectioas are 311ailable from the &jasonite International websile (www.masonile.com) or from the technical center. ACluai Cosign, pressure requirement for a speci;ic cuilding design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local Wilaing codes specify the edition required. 5. Masonhe International structural, cyclic, air, waver, forced entry/or Impact testing is done In accordance with Miami -[fade OCCO protocol PA?.0t, PA202 & PA203. 0 AACiirn..s " " .a+»re EK' t RNTMV 0009t\ Fw1a-..nlfN.fw»fretDMn I'VVl%• io^t o..,.,. r.... Vrta:0 CWrx. ',J q73':r., Or woGutl8cp,olC,xtA'nun SpC:o;xlrt, <tsgr : );r.a.::t Mason to International Corporation S' 0 A, S.O m"t- .I"a.s". COP-WL-MA0100-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Clutswing 2'6" 02-0418.03 x 2'8" COP-WL•MA0161.02 (Application Filed) 55.0 NO 2'10" 3'0" TV Not Usted Not listed I x0. Ox. Ox0 t 2'8" + 1'0' COP-WL-MA0163.02 02-0418.03 Application Filed) 55.0 NO 2'8" + IT' 1'0" 210" + 1'2" 3'C" + 14'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0164.02 02-0418.03 Applicalion Filed) 55.0 NO IT + 2'10" + 1'0" 17" + 2T + IT 1'0" + 2'8" + 1'0" 1'0' + TO" + 1'0" 1'2" + 210" + 1'2" 1'2" + TO" + 12" 2'6" T 2'6" 2'6" 2'8" + 2'8" + 2 8- 2' 1C" + r10" + 2'10" 3'0" + 3'0" + 3'0" xx. OXXO 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 1'10" + 210" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6' COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 21" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 30".30+30"+TO" Notes-, I, Dccr a. rangements using fewer panels than what is shoe .1 in the above chart also comply under the product approvals shown, 2. Assembly details are available from the Masonhs International website (www.maso ii.e.com) or from the technical center. 3. Installation instructions are available from the Masonile International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic loc2tion is determined by ASCE T (Minimum design bads for buildings and olher structures). National, state or local building codes specity the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miaml-Dade BCCO protocol PA201, PA202 & PA203. K" C.k rdit _ lty.J>n. Yr."-_rw • t.<I""•ell 1, e.n I.U.. A::, A M;.'I kY UOOA.I W.T"-"$4.4u.. LrnC :;, Ru Ki iyr i.n 1 s e..r:•n OwUy O•e.. Io,1i9, t0(t2 W, Crgv -y WOWAM of MOCe0+"WQ1"VM MAU$066TKIWn, dnipe and Woaea Masonite international Corporatiar. 4"A .'V1.10to CN." •rifwl rVIW , 11 Glazed Units COP-WL-LIA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing X ro" COP-WL-MA0141-02 02-0419.08 Application Fled) 52.0 NO 2'6" 2'8" 2.10" 3'0" TV Not listed Not Listed X0, OX, OXO I 1les (width) r4asonile Internationalr COP-WL-MA0143V 8CCD 02-0419.08 Application Filed) OP Raling1 52.0 NO 2'8" + 17 2'10" + 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 I'll" + 2'10" + l'O" 1'2" 2'8" + 1'2" IT + 2'8" + 1'0" IT * TO" + l'O" 17 + 2'10" + 17" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8' 210" + 210" + 2'l0" 3'0"+TO" +TO" XX, OXXO i 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO i 2'8" + 2'8" 2'10" + 2' 10" 3'0" + TO" 2'6" + 2'8' + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Fled) 52.0 NO 2'8" + 2'8" + 2'8" + 2T 2't0" + 2'10" + 2'10" + 2'10" TO' + 3'0" + TO" + 3'0" Notes: I. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (v'+vw.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 6 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, %vales, forced entry/or impact testing Is done in accordance with Miami-Dide BCCO protocol PA201, PA`/,D7 & PA203. O akc aff AR EK ral"....1 1'1M1!xCf.w{{ RIWTMV 110(Nc K..Tv.iMrllw 6w, peon MU-0. a Owco.w" pop,mapx,1+-Mwv MCA" ISeaq"rwroaon Masonite international Corporation odw M"a aChx" +w'•*x file. Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : _ JUN 0 5 2001 EXkRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been t and the original submitted documentation, including test supporting data, engineering document; are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this accepts including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation init submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has beer requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following sl;all also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by th6 words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. if any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shrill be cause for termination and remova Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. ENI) OFTiIIS ACCEP• NCE Manuef Perez, P.E.; Product Contr xnrr Produ 6trol Division • Premdor EntryNystems ACCEPTANCE No.: 01-0314.2: APPROVED : JUN 0 5 200 EXPIRES : _ April 02, 200E NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS L SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 20( approves a residential insulated door, as described in Section 2 of this Notice of Accepdesignedtocomply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami. County, for.the locations where the pressure requirements, as determined by SFBC Chapter not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-NV/E Insiving Clazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the foil documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Prcmdor (Entcrgy 1DoubleDoorwithSidelitesinWoodFrameswithBumperThreshold (inswing)," prepare manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade C Product Control approval stamp with the Notice of Acceptance number and approval date IMiami -Dade County Product Control Division. These documents shall hereinafter be referred the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as showy approved drawings. Si:igle door units shall include all components described in the active leaf this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang'such that the ang!cbetweentheedgeofcanopyorovcrhnngtosillis'lcss than 45 degrees. Unless unit is installed. non -habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance w the approved drawings. 4.2 Hurricane protection system (shutters): the inSlallation of this unit will require a hun asotection systern. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state andfollowingstatement: "Miami -Dade County Product Control Approved": 6. 'BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building permit shall be accompanied by copies ofthc 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 the proposed installati- 6.1._3 Any other documents required by the iuilding Official or the South Florida Building 0SFBC) in order to properly evaluate the install 'on of this system. tvlanu 1 Pcrc2, P.E. Product Co ro Exar Product Control Division ,; MIAM -DADE CO. METRO-DADE FLAGLEN BUILDINC CODE COMPLIANCE O MMO-DADC FLAGLER nUi! PRODUCT CONTROL NOTICE Or ACCEPTANCE (305) 3752901i txc si» Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 (303)373-2527 < oN 1'It.r. Cote tactuvsavr.) J' Pittsburgh ,KS 66762 rn rlt.t-rolt It rourratN,w•r tz'n 303) 373.1966 1'.1X (305) 3' t'Itoimc. r co mtot. un Your application for Notice of Acceptance (NOA) of (303)375.2702 VAX (305)3' i Mergy 6-8 S-W/C inswing G1:1ze'd Double w/sidelites Residential Sten1 Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and TypiConstruction, and completely described herein, has been recommended for acceptance by the Miami-IDCountyBuildingCodeComplianceOffice (BCCO) under *the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to securtproductormaterialatanytimefromajobsiteormanufacturer's plant for quality control testing. 11productormaterialfailstoperformintheapprovedmanner, BCCO may revoke, modify, or suspencuseofsuchproductormaterialimmediately. BCCO reserves the right to revoke this approval, ifdeterminedbyBCCOthatthisproductormaterialfailstomeettherequirementsoftheSouthFl( Building Code. The expense of such testing will by incurred by the manufacturer. ACCEPTANCE NO.: 41-0314.2S -- EXPIRES: 04102/2006 It:1u1 tctwrlgucz Chief Product Control Division: THIS IS THE COVERS1iEET SEE — CONDITIONSVDITIONDITIONSt':\ GCS Fptt , 1'rCtFIC AND GENERAL BUILDING CODE & PRODUCT REVIE Y CO i tITTCC This application for Product Approval has been reviewed by the BCCO and approved by the Build CodeandProductReviewCommitteetobeusedinMiami -Dade County, Florida under the conditions forthabove. APPROVED: 061051200; ff7 01 e— 4-" 1' r:111cisco 1. Quintana. R.A. Qirector Miami - Dade Count)' Building Code' Compliance 01.14 ONE BY WOOD DETAIL- 2000 S.N. 1 X 2 7/16 X 1/8 ' 2000 Sx I X 2 7/16 X 3/8 BUCK'BY OTHERS utB CTYPJ TUBE MULLMN JAMB CTYPJ TUBE MILUO1 aFOR MASONRY' 11/4' MIN 4MEDMENT" Q 8 X 1/2 SELF se X L2 SELF TAPPOCG SMS TAPPM SMS DaTALLATM4 ANCHM 346' DLL '-- TAPCON SCREV ANCkt7R CTYPJ 2 : X 4 .X "3/8 AU AFIDM ` 0.TP 0 TUBE "ALIOrI- FLANGESVINMV i MULLB7! V FLANGES i KLLMN 200o Sx TYPIEl1i. GILUM TO ,CONCRETE O HEAD 8 X 1-L/2 SELF 8 X I-I/2 SELF JAMB CTYPJ MlLLB3V TO`.NEAD=.SILL ,IYHERE 1' X 4 TAPPING SMS TAPPING SMS X2'_X 4 E YUWONS.W tiSED) SECTION A -A (1) SECTION A=A. (21 x" 1/2 -saF TAPPING SMS -, BiSTALLATB$i ANC 0 3/16' DIA TAPcm lX4X L8 1X 4.X3/8.. SCREV A ICiNYl owi TUBE MULLION TUBE MULLION SILL CLIP 8 X 1-Lr2 SELF _- SEIICAMT=BETVEDITAPPINC.SMS VOOM FLANGES 2000 Sx 2000 S. i MULLB7N 1 L4' MRL tB (TIP.) JAMB CTYPJ SECTION A-A_ cWTAB_ C-. - _ y PRECAST SILL:'BYY01}ERS TAPPING SMS TAPPING SMS CfOR ADBITI(BiAI ANQ[IRTr VtEM REOVT SEALANT HETVEEN SEALANT BETVEEM MULLMN MU NGLLMIN88SELFTAPPI 8 X 1-1/2 SELF 0 X 1-L/2 SELF SNS-CTYPJ DETAIL MUrLIWI TAPPING. SMS TAPPING SMS SECTION A -A (3) SECTION A -A (4) vMM FROM EXTERIORELEVATIO FLORIDA EXTRUDERSNAME: MANUFA/r g o VERTICAL MULL ON SECTI[)t4S_- SEE "OTEiE:; S%DE .{;SHEET, 2 ,DF-2)„fQRt.8 • 20 RESIGN PRESSURE: CAPAEITIES•r .: _:' JDRAVX BY.• JBH "-' 20M SA JAMB (TYP.) 2000 SR JAMB (TYP.) NO BY WOOD DETAIL BUCK BY OTHERS 1 1/8, MIN EMBEDMENT 2000 S H f12 '6 XIX27/16 X 1/8 JAMB (TY 3 I X 2 7/16 X 3/8 MULLIONTUBEMULLION TUBE MULLION 2 X 4 X VS SHEATHINGTUBEMULLION 8 X V2 SELF8X 00 X 1/2 SELF INSTALLATION ANCHOR #8 WOOD TAPPI, TAPPING SMS TAPPING.SMS SCREW (TYP.) EXTERNAL MULLION ot INSTALLATION CLIP 2000 Sit MULLION JAMB (TYP.) APPLIES TO HEAD &.SILL WHERE I- X 4- 2* X .4" TUBE MULLIONS ARE USEDoTUBESEALANTBET, SEALANT BETWEEN viNDaV FRAME SEALANT KTVEEN . VINDav FRAME 8 X 1/2 SELF TAPPING SMS APPLIES TO HEAD & SILL WHERE I' X 2' 11- X 2-7/16- TUBE MULLIONS ARE USED MULLIXIM L MULLIGN 08 X 1-1/2 SELF 08 X 1-1/2 SELF INSTALLATION ANCHM TAPPING SINS TAPPING SMS QtTAIL 08 VOW SCREV SECTION A -A (1) SECTION A -A (2) TYp.) SILL CLIP CENTRAL FWRMA B.O.A.F. SEALA . XT KTVtEN 9 X 1-1/2 SELF vIMwV FLANGES 1 1/9, HIM. YlANUFACTURER NAME: TAPPING SMS y MULLMN EMBEDMENT SECTION A-A(5) SKATHM M4cw IL Za r LLAD W- I X 4 X 1/8 1 X 4'X 3/8 TUBE MILLION -TUBE MULLION- 2000 S.H. JAMB (TYP.) 0 SELF I At IXII IAF,nr- P FOR A0DtTIdMk_'ANCMORS,_ WHEN REQUIRED) 0 0 18 X 1/2 SELF TAPPING SMS C 08 X 112 SELF TAPPING SMS SMS (TYP.) ELEVATION DETAIL 9 MILLION E) VIEWlfdjfKM. EXTERIOR WMATIONAL. INCFLORIDA -sANFqRD, FLORIDAr.DA.L.EXTRUDERS Tnu:SER.""2000'FIN SHEET 1' OF 2 VERTICAL',MULLION SECTIONS' SEALANT BETWEEN WINMV FRAME MULLION SEALANT BETWEEN WINDDV FRAME. ALM SEE OTHER SIDE < -SHEET 2 OF 2) .'FOR DESIGN PRESSURE: -CAPACITIES 8 X 1-1/2 SELF TAPPING. SMS 8 X 1-1/2 SELF TAPPING. SMS APPROVED * BY- i)WN By. MSH APPR ... SECTION &-A-M fANSECTIONA -A JDATE. 2/6/02 -NTS IDwG-. 2VMFINISCAL.F. TYPICAL MULLION TO CONCRETE 0 JAMB APPLIES TO JAMB WHERE 1' X 4' NAIL B 2' X 4' TUBE MULLIONS ARE USED) Q - SEALANT BEN SEALANT BETWEEN i DOV FLANGES CONCRETE OR MASONRY viNDavt NULLIGN A. MULLMN BY OTHERS 2000 P.W./DESIGNER F-000 P.V./DESIGNER INSTALLATION ANCHOR 3/16• DIA SILL (TYPJ j SILL P') TAPcoN SCREV ANC-4M RYPJ 8 X 3/4 SELF r #8 X 3/4 SELF TAPPING SMS TAPPING SMS ONE BY WOOD . EXTERNAL. MULLION 1 X 2 7/16 X 3/8 D(STALLATBN( CLIP 1 X 2 7/16 X 1/8 TUBE MULLION BUCK BY OTHERS TUBE MULUON 'Q M 2000 P.V./DESIGNER SILL (TYPE _. 8 X 3/4 SELF TAPPING SMS 78X3/4 SELF #8 X 3/4 SELF - 2000 S.H. TAPPING SNS 2000 S.K TAPPING SMS 2_X 4 X 3/8 HEAD (TYPJ HEAD (TYPJ TUBE.KA.LION Q ' SECTION A —A (1) ACTION A —A (2) SEALANT BETVEEN : 1 BED MIN. - VROlOV FLANGE EMBEDMENT . 6 KILLION ITF UF A oR/ A iS X 3/4 SELF _ L SEALANT BETVEEN SCALANT.BETVEEN TAPPING SMS A FLANGES VINDOV. FLANGES M# MUVINULLMNN MULLtaM 2000 S.H. 2000 P.V DESIGNER 2000 P.V./DESIGNER HEAD CTYPJ r / SILL (TYPJ SILL (TYPJ SECTION A —A (5) c 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS I X 4.X 1/8 I X 4 X 3/8 ELEVATION TUBE MULLION `TUBE MULLION VIEWED FROM) EXTERIOR FLORIDA EXTRUDERS " , no mASANFORD, FLORIDA SER. 2000 ;.FLANGE SHEET: ;1 OF., 2 A ors.. _. HORIZONTAL MULLION SECTIONS ._ iS X 3/4 SELF #a x 3/4 SELF SEE OTHER SIDE ( SHEET 2 OF 2) FOR TAPPING SMS TAPPING SMS ' sx " 2000 DESIGN`PRESSURE CAPACITIES HEAD (TYPJ HEAD (TYPJ SECTION A —A (3) SECTION A —A (41 w - DRAWN HY:MSH APPROVI3D BY { nazE:2/4/0 —saM:NTS b SEALANT BETWEEN WINDOW FLANGES L MULLION Al XII LARY PI TE OW ANITMMAL ANCIl= WHIN REMAREAI 0 CENI RAL FLORMA B. O. A. F. I ANOFACTURER NAME: o -o El- oR/01, A*-rfzaDt!S - - M.,AffM FILE # % 2000 P.VJDESIGNER CNN r.VjjJL4xw--m I SILL CTYPJSILL (TYP.) 68 x 3/4 SELF N8 X 3/4 SELF TAPPING SNS TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION 1 X 2 7/16 X 3/8 TUBE MULLION VTKDQVTFLANGES L MULLION 08 X 3/4 SELF 1000 SA TAPPING SMS HEAD MP.) SECTION A -A (1) SEALANT BETWEEN SEALANT BETWEEN VINBOV FLANGES WINCOV FLANGES MULLIONLMULL.IDN t 2000 P.Y./DESIGNER SILL CTYPJ NB X 3/4 SELF TAPPING SMS Ix4XI/8 TUBE MULLION 08 X 3/4 SELF 1000 StL TAPPING SMS BEAD CTYPJ 68 X 3/4 SELF I.000 SA TAPPING SMS HEAD CTYPJ SECTION A -A (2) SEALANT BETVEEM WINDOW FLANGE '(` L MULLION 2000 P.V./DESIGNER tt SILL CTYPJ 68 X 3/4 SELF TAPPING SMS 1x4x3/e 71 al TUBE MULLION 68 X 3/4 SELF 1000 S.FL TAPPING SMS MEAD CTYPJ SECTION A -A (4) TWO BY WOOD Jf BUCK BY OTHER 2000 P.V./DESIGNER CTYP) APPUES TO HEAD & SP-L WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING SILL TTAPPIX3/4 / NG SMS 2 X 4 X3/13 TUBE MULLMN 1 1/8' MIN. — EMBEDMENT .. _ ._. VMM FROM EXTERIOR QErAJL 9 APPLIES TO WAD t SILL WHIM I' x Yt1' X 2 7/16- TUBE MUUJONS ARE USED auras Val ria++ /wa me SFC11ON A (5) INC ALLA avian =tcvA H= CLIP 68 X 3/4 SELF TAPPING SMS Lt1000S.H. JI{ I/e MM HEAD MP.) 1 1 EMI T FLORIDA. EXTRUDERS..°FoRDvaTrtT$: SER. 2000 f IN SHEET 1 OF 2 HORIZONTAL'MULLION SECTIONS SEE OTHER SIDE < SHEET 2. OF- 2>' .FOR DESIGN PRESSURE CAPACITIES OWN BY: M$H APPROVED BY:....; . - - DATE:2/ 6/02 SCALE:NTS .., 1)M: -2HMFIN::r TYPICAL MULUC)M To CONCRETE • JAY8' AP2 uXXESOTUBE MULUONJAMB WHERE ISARE USED) Q 2000 P.VJDESIGNER 20W P.V./DESIGNER SILL CTYP.) SILL CTYPJ N8X3/ 4 SELF N8 X 3/4 SELF TAPPING SMS , IX27/ 16X1/8 TAPPING SMS 2 7/16 X 3/8 TUBE MULLION TUBE MULLION SEALANT SEALANT BETVEEN V S VINWV FLANGES. t "ALIGN t MULLIDM R8 X 3/ 4 SELF 6 X 3/4 SELF TAPPING SMS SOLO SA TAPPIMK SMS SOLO S.H. HEAD CTYPJ NJ _ EAR CTYP SECTIONA --A-- ( 1) SECTION A -A (2) SEALANT BETVEEN VDCDOV FLANGE L MULLION D, WfaAC'TUR NAM' FvRio, F- 47-g yDes msm FRE SEALANT BETVEEN VINIM FLANGES L MULLION VJDESIGNER 2000 P. VJDESIGNER SOLO P.SILLCTYPSILLCTYPJ J 8 X 3/4 SELF •8 X 3/4 SELF TAPPING SMS TAPPING SMS IX4X1/H IX-4X3/ 8 TUBE MULLION `TUBE MUILIIHI l F_ SEALANTit SET VDIIIOVLMUL M 8 X 3/4 SELF S X 3/4 SELF TAPPING SMS TAPPING SMS SOLO S.H. HEAD CTYP3 HEAD CTYPJ SECTION A -A Q) SECTION A -A (4) CONCRETE OR MASDNRY BY OTHERS INSTALLATICIN ANCMR 3/16' DLL TAP= SCREV ANCHOR CTYP) EXTERNAL MULLION ONE BY VOOD' INSTALLATION CLIP BUCK BY OTHERS Q 2= P.WJDESIGNER SILL CTYP3 , 8 X 3/4 SELF . TAPPING SMS 2X4.X3/ 6 TUBE MULLION Q L1 1/4' HIM. EMBEDMENT DETAIL fl j r— A II8 X 3/4 SELF L A TAPPING SMS 2000 SA HEAD CTYPJ SECTION A- A_(5) ELEVATION,—..: VIEWED FROM EXTERIOR FLORIDA EXTRUDERS A ONL'' INC. SAIVF'OFtD, FLORIDA SER.; 2000 . FLANGE - SHEEN 1;: OF_ 2 TWIN HORIZONTAL'MULLIO''SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN- PRESSURE-. CAPACIT,;I, ES , 1 16WIN BY: MSH _. APPROVED 0T V =r : ;- SEALANT W1N00VFLANGES BETWEEN t MULLION AUXILIARY PLATE ff01t ALOITIpNI ANGdK. VIER REOUDIW7 t:1[.1+y"T`s-Ersi. FLOGU5:'E: .v+.?l.!•. O DETAIL C MANUVA jEjR NAME: mAgm Fuz # o 0 2000 P.V./DESIGNER iat LtOr1 SOLO P.W DESIGNER SILL '(TYPESILL (TYP.) E8 X 3/4 SELF 98 X 3/4 SELF' TAPPING SMS TAPPING SMS TWO BY WOOD BUCK BY OTHERS 1 X 2 7/16 X 1/8 1 X 2. 7/16 X 3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES MX.LIOM16 ML LION 2000 P.V./DESIGNER SILL ( TYPJ t8 X 3/4 SELF TAPPING SMS 1 X 4 X 1/8 TUBE KJLL113N L# 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD ( TYP.) . APPLIES TO HEAD do SILL WHERE I• X 4' - 2• X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 18 WOOD SCREW ( TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION f SOLO P.W DESIGNER`C A SILL ( TYP.)X 3/4 SELF 1 lTAPPING SMS B8 X 3/4 SELF L A / lIXIO SH NAPPING SMS HEAD (TYPJ 2 X 4 x 3/8 SECTION A —A (2) TUBE MULLION 1/ 8• M 1IIEMBEDMENELEVA MN SEALANTBETWEEN VIEWED" FROM EXTERIOR WINDOW FLANGE APPLIES 1D MFAO. ac .SnL WHERE ,• x r S'NUlLIW1 -_ _. _' @.... k.I m X 2 7/1C.-TUSE-MULLIONS ARE USED LATH" AIIATWN ANCHM to WOOD SCREW cTYPi 2000 P. W./DESIGNER88 X 3/4 SELF NOR[Z ALP r SILL (TYPJ ' TAPPING SMS I 08X3/4 SELF TAPPING SMS — 1000 S.M. SECTIONA —A (5) A. 1X4X3/8 HEAD (TYPJ TUBE MULLION FLORIDA EXTRUDERS "" OVAL lNc saxmw >"wpmmA MIL- SER. 2000 F I N SHEET I OF .2 .. TWIN HORI2ONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR . Be X 3/4 SELF = DESIGN PRESSURE CAPACITIES 1000 S H TAPPING SMS f. EB 20 HEAD (TYPJ DRAMDI HY: MSH APPROVED. M- - SECTION A — A (4) DxrE 2/6/02 scAL>,: NTS Dxc.: 2HMF INTW 20oo SJ-L 1 X 2 7/16 X 1/8 20M S.K i X 2 7/16 X 3/0 JAMB (TYPa TUBE MULLION JAMS (TYP.)j `TUBE MILLMN DETAIL CC TYPICAL vERTICAI To HORIZONTAL YuuON To JIuwON INSTALLATMN SCREV INTERNAL CLIR---,, 1X OR 2X MULL 2..X 4X3/8 TUBESEALANT MJLU J M8 X 1-1/2 SELF 2000 SJi - vuaw S SEALm TAPPING'SMS JAMB (TY'Pa J L 1X OR 2X MULL MULLION i8 X 1-1/2 SELF TAPPING SMS c DETAIL 08 X 1/2 SELF r SECTION A —A itil, SECTION A —A (2) TAPPING SMS msrAUATmN ANCHOR[ 3/16' IM TAPM SCREW ANOM (TYPJ 1X4X1/a 1X4X3/8 CLIP TUBE MULLION TUBE MULLION 11 ZQad SH. 2000 SA SEALANT SETVEEK, to X 1-1/2 SELF 1 1/4' MIX VINDOV FLANGES TAPPING SMS - EMBE94ENT JAMB (TYP.) E MU.,LIM Q JAMB <TYPa SECTION A —A :(5) Q __. -' PRECAST s1J1. 8Y OTHERS R8 X U2 SELF IIa X li2 SELF AOIIITIQNAL ANC7 QtS, VIiN REOUSIE TAPPING SMS TAPPING SNS e .. ._ _ jIETVEEN to X I-i/2 SELF OV JETVEENSEALANT'SEAL-ANT FLANGES TAPPING SMS 1 II8 X 1-1/2 SELF t A llLLiON TAPPING SMS SECTION A —A (3) SECTION A —A (4) 0 SELF TAPPING SNS CTYPJ fT1LO VIEWED FROM DaEF WR INPFLORIDAEXTRUDERS ; CEWRAL USER T± Trm& SER.. 2000 FLANGE SHEET_'1-10F;° 2 13 S VERTICAL -MULLION INTO HORIZONTAL oel SEE OTHER SIDE (SHEET 2-:Of2) .FOR,; nix DESIGN PRESSURE CAPAC 1 T I ES 8 z, Z0 1 DRAWN By. JBH AFFROW HY. ' -• D TE:2/2/02._" sCJu:NTS.,. Dwr.. :..2VRMI FLG._`- . a K 2000 P.V./DESIGNER SILL (TYPJ NB,X 314 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MUILIDN SEALANT I WINDOW Fl a MULLION N8 X 3/4 SELF 2000 S.K TAPPING SMS HEAD (TYPJ SECTION A-Al1) FLOUMA AMmmu EEcc k 01Pf1 -7 vi ` SEALANT BETWEEN VOMW FLANGES a MULLION 2000 P.V,/DESIGNER SILL (TYPJ 4 N8 X 3/4 SELF TAPPING SMS l I X 4 X1/8 1 TUBE MULLION TYPr.A. MULLOIN TO CONCRETE O JAMB APPUES TO JAMB WHERE 1' X 4' DETAIL 8 Qdo2' X 4' TUBE MUUJONS ARE USED) . 2000 P.V DESIGNER SILL (TYPJ CONCRETE DR MASONRY: N8 X 3/4 SELF BY OTHERS TAPPING SMS 1 X 2 7/16 X 3/8 INSTALLATION ANCH13R 3/16' DIA. TUBE MULLION TAPCON SCREV ANCHOR (TYPJ ONE BY WOOD _ EXTERNAL: MULLION DNSTALLATIEW CLDP BUCK BY OTHERS JULT MULLION 2000 P.V./DESIGNER ` N8 X 3/4 SELF . SILL (TYPJ 24>DO SR TAPPING SMS HEAD CIYPJ N8 X 3/4 SELF - s TioN a —a (t TAPPING SMS _ 2X4X3/8 TUBE MULLION Q SEALANT BETWEEN 1 .1/4• MIN. WVQOV FLANGE EMBEDMENT t MILLION DETAIL 2— N8 X 3/4 SELF TAPPING SMS _ 2000 SA _.. . 2000 P.VJDESIGNER HEAD (TYPJ SILL.(TYPJ SECTION A.(5 i8 X 3/4 SELF TAPPING SMS1X 4 X 3/8 ._ TUBE MULLION - VIEWED - FROti EXTERIOR FLORID EXTRUDERS serl oRn°Fova SER.- 20)Q:;FLANGE SHEET I F4 2 ?_ TRIPLE.H RIZONTAL MULLION SECTIONS N8 X 3/4 SELF N8 X 3/4 SELF 1 SAPPING SMS TAPPING SMS U v SEE OTHER SIDE C SHEET 2 OF ..2) FOR 2°0° 2HEAD QYPJ DESIGN -PRESSURE:CAPACITIESHEADMP.) SECTION A3))A-Al3) SEC dN A -A (4 w. 18 020 DRAWN BY: MSH Ji xovED• > Y . _ : ; DATE 2/6/`02;..,..,. SWz.-NTS:-- bwG::.,:;-o2HMFL-GTR-,- - SEALANT BETWEEN VINWW FLANGES t MULLION 2000 P.V./DESIGNER SILL (TYP.) 9 X 3/4 SELF TAPPING SMS 1X27/16X1/8 TUBE MULLMN SEALANT BETWEEN VINDOV FLANGES- MULLmN 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (11 ar,ITW,L FLORMA B.O.A F. AC,rMDPd s 3 I rHi•E # 2000 P.WJDESIGNER SILL ( TYP.) 0 8X 3/4 SELF TAPPING SMS AL ew PLATE DETAIL OW ADDITB)uL. ANCH=-VEN YEaUMM O a O le APPLIES TO HEAD & SILL WHERE I' X 4- 2' X 4' TUBE MULLIONS ARE USED SHEATHING f KTALLATION NOW t8 VOID SCREW CTYPJ EXTERNAL MULLION D( STAILAjION CLIP TV0 BY VOOD - BUCK BY OTHERS t8 X 3/4 SELF ' 1000 S.K TAPPING SMS MEAD ( TYP.) 2000 P.V DESIGNER SECTION A —A (2) SILL (TYPJ 48 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 TUBE MULLION 1 X 2 7/16 X TUBE MULLION SEALANT BETWEEN SEALANT BETWEEN IS X 3/4 SELF VIN00V FLANGES WINDOV FLANGES TAPPING SMS 4 MULLION i MILLmN 2000 P.V./DESIGNER SILL CTYPJ 2000 P.V./DESIGNER SILL ( TYP.) 1000 S FLHEAD ( TYP.) t9 X 3/4 SELF TAPPING SMS I X4X1/8 TUBE MULLION 08 X 3/4 SELF TAPPING SMS SECTION A —A (5) 1 x4X3/8 TUBE MULLION t8 X 3%4.SELF Be X 3/4 SELF 1000 7SX TAPPING SMS 1000 S.H.TAPPING SMS HEAD CTYP3 HEAD (TYP.) 1 EB-2W2 SECTION A —A O SECTION A —A (4) HULLMN APPLIES TO W-40t SRL MOM V X 2' DETAIL A V X 2 7/14' TUK YULUONS ARE USED aw ALLATIONANCHOR WD SCREW a CLIP. L1/ 8' MIN EMBEDMENT LE MENT DET!> LL, FLORIDA . EXTRUDERS z D° F oRmaUSER. 2000 FIN SHEET 1 1F 2 _; TVII HORIZONTAL MULLION SECTIONS TRIP. SEE OTHER SIDE (SHEET 2. OF.a2) FOR DES -: I GN :.PRESSURE,-CAPAC I T I ESi .,, RAVN BY: MSH APPROVED BY: ATE: 2/6/02 WAU-NTS Dxc.: 2HMF INTR S.1- x z x ve L x a x 3/8 T:;K Mu-u-104141/- I JAME 'TYP) TUBE K:'-Lm*N e X 1/2 SEL,- G x SELF01, 4 X,316IxSmsTtBEW-L=i 101C., S' A!tg (TYO., t FLAINW'=-S A 1-112 S"_L, F SM: SECT;QN A —A A —A II X 2 7/1-6 X Ve T-jPC PUL L.ON 2 7/16 X 3/E- TUBE 11-U-4-UN JAMS CT',P.,' JAM? 8 X IY2 SELFL 2 SELF TAPPINC SMS I APPINCI Sms SEALANT BETWEEN S-_A_AmT BETWEEN -V I w[NMry FLANGES vLNMW FLAMES oFe X 1-1/2 SELF MULLMN &' TAPPLN*-SMS i-:/Z SE! SECTION A —A ,) TAPPl.-,vG SN . S SECTION A —A (4) IX 4 x Ve X 4 X 3/8 W-OLjE 4L TUBE MULL 17N' TU [EINV JAME 8 X 1/2 SELF MSNSX1/2 SEL7 TAPPiNG SITAPPINGSMS SEALANT BETWEEN VINCGV FLAMZZS WIN=w muLLWK . - 4 MVULION S_ TAPFl< SYS a X 1-112 SELF TAP 4; SPSPNTECT;Ql A —A rp) 8ECTiONA —A f5), rYPir-& L V-g*PT;I-ALTO HCR'ZCN-IA'LMULLION TO W4jl-UCN ETA! L 14)( 0"r 2x INTERNAL CLIP TAr7: lsc Pis lX 3R 2 X M;J.LL (ryp.) INSTAL,- ATLN AN04M SEALANT BETWEEN I I I a,- - TAPr-%4 V'% WV FLANGES Oil X 1-!/2 SELF SCREW AmcrCR ".3 TAPPLIC SMIS SECTi N A"A .(7) SILL CLEF Fit- B 15 KUM I V4- NtK EKFZDKNT Pqr- CASTS1LasY CITHERS AUXUARY P Cr,, Q A:^,.,TMNAL AW-:MS. wKEN rcE(rilREZ. 0-- ER hCRFLORIDA EXTRUDERS. ammAnONAL INC S" F0ftD,jL0RlDA nw- SER 1000/1500 FLANGE SHEET 11 OF-2 VERTICAL MULLION TNTO HORIZONTAL" SEE OTHER' SIDt- (SLtEET-2. OF 2) OR DESIPN11PRESSURE CAPACITIES DRARx By. MSH APPROVED BY: IDATE: 2/6/02 ISCALE: N.-TS IDWG.: IVMiAMFLG,. y 1906 Sx- -. X 2 X 10-30 S.H.-} 1 X 2 X 3/8 ! GNE BY WOOD— QETA iL AC MB : TY=.) ; TUBE MUL_IGN JAMB CTYP,) TJE= >+ULLIDN 1 3uC c by GTt;ERS ; L "CREE C.MASONRY I 11/4• MIN, Q \ BY G r RS." 6 x !/2 SELF Itfl X ii2 SELF EMBELMENT Q \ Q TAPPING SHS TA?^ ING SNS I I NIL SE4L1V* 1lz • sT_; \ - SEALOT. SETVCFA i I 'IS' AL-ATIt Ati r 3 15- L:A. Ak.:L: Y?; r.J : r41• S — I ' TAr SN SCREW- A .C•-•r•? CTr= ) 1 I+iH. LI: , • XG.z •'.. 2 X 4 X 3:6 . 46 X 1/ 2 S7 r -Ft8 X . 1/2 SELF ^\ =?'ERhAL MJLLI]N D r v _ ty.•?i'+.i SNS INSTm LATIr.N CL:' StCTt01A —A I.'1 S= CTi N A -A (2 i i t TT CA- MUt-G V 10 CONCRETE 4 HEAAJ Ki"•.tl":h t ij(. •-UES 'i i4 Ail & S,LL WHER 1 X 4 r ; X• 2 7/16 )t a6 2 X ...PE MULLIONS. lrcE .:SECJ. TU3E.M.LLLMN r1 X2 7/16 x 3/6 003 i. 1000 SA flfiE !Rv-LMN JAMB (TY..) JAMB CTYP.) JAM3 t ,:1 tee X /_ SELF 1 t-INSTALLATION AN0-(M TA.P Ih3S-S• 1 ( j/IE BLA TAPCC•N S xi/2 S_:S -fl x •/2 SELF APP:NC SMS TAPPING, SMS SCREV ANCHOR tTYP.) T S!LLCLIP. It8 X 1- 1/2 SELF SEALANT B_IVuN - NL SEALANT -eETVFEK SEALANT BET EN TAPPING SMS WINDOW FL4e S - 1 1/4' MiN. VINWV FLANGES VINDN \ FLANCr_S L rLLICK EMXr&04T a MULL s M9LLICM S C11ON A —A (7) 08 X 1-1/2 SELF 69 X +_/ 2 SELF PRECAST SILL HY L+TNER'S TAPPINGSMS TAPPING `SMS DETAIL C - : RECAST L By SEC110N A —A i.S'1 ; ECDON A —A (41 i Y I Ancl+rr< s, v Na cutR_n) rCHQ, aDH TONALrIx4x1/6 X 4X3/6 TUP.E MJLLIi1N TiiiiEMaLJ IP1r t r 12 C S- K 10^0 S.H. JAMB (TYP.) J4M3 I SMS tTYP.) 1 BFTAp_ p j 1 _ .4i13fti - 1 O lee X 1/ 2 SELF ttfl x I/? SELF VIEWED FROM EXTEMOR TAPPING SMS TAPING SINS------- FLORIDA EXTRUDERS INTERNAnONAL, Nc S ANFORD, FLORIDA rrrl:E: SER i-0 0t3/ i5:,0 'f LANGE SHEET 1. 0F 2 ti %v K H: M:v=! : L SE T i:GNS E. - - - :. SEALANT BETWEEN - SCNANT BETvzca i v tm3v MtANG-: s- vtMflnv PLue :s SEF IL..THi=R SIDE (S cET: c []r 2) r (JR to x 1- 1i2MULLION - \-- ss x;-vzps DLSIGSN. PRESSURE CAPACITIES " TAPPING SMS TAPPD SMs : MS1~ [APPROVED HY _ nxA Ix HYStC:10? /+—!! !J1 JrI.iIV.y A -A Q! mm:E/1/Q2 I SCALE: _NTS -LG 1000 S.H. I X 2 X 1/8 1000 SA JAMB (TYP) TUBE MULLION JAMB (TYPJ 1 X 2 X 3/8 TUBE MULLION TWO BY WOOD DETAIL C BUCK BY OTHERS 9 X 1/2 SELF t8 X 1/2 SELF 1 1/8, MIN. TAPPING SMS THING SMS EMBEDMENT I 2 X 4 X 3/8 SHEATHING SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION INSTALLATION ANCMOR s8 WORDWINDOWFRAME L MULLION FRAME4IN SCREW (TYP) N8 X 1-1/2 SELF k8 X V=1/2 SELF EXTERNAL TAPPING SMS TAPPING SMS T ION ( ION SECTION A —A (1) SECTION A -A (2): MULLION1X27/16 X 1/8 1000 S.H.APPLIES TO HEAD k SILL WHERE i' X 4' 1000 SA TUBE MULLION 10DO SAL 1 X 2 7/16 X 3/8 JAMB (7YP) do 2" X 4" TUBE MULLIONS ARE USED JAMB CTYP.) JAMB (TYP) TUBE MULLION APPLIES TO HEAD do SILL WHERE 1" X 2' 1- X 2 7/16- TUBE MULLIONS ARE USED B8 X 1/2 SELF 8 X 1/2 SELF N8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR TAPPING SMS TAPPING SMS AI IS WMD SCREW ILL CLIP SEALANT BETWEEN BETWEEN 8 X 1-U2 SELFSEALANTSEALANTBETWEENItFLANGES TAPPING SMS L MULLION 4.F MITWINDOWFRAMEWINDOW, FRAME EMBEDMENTcMULLIONLELF, i SECTION A —A (7) stAtm"— 8 X d-V2 SELF I18 .X 1-1/2 SELF. TAPPING SMS TAPPING SMS DETAIL C SECTION A -A (3) SECTION A —A ('4) AUXILIARY- P1M 1 X 4 X 1/8 1 X 4 X 3/8 FOR ADDITIONAL.ArCHORS, WMEN REOUIRED> TUBE MULLION TUBE MULLION FLO B• 0R' A 1000 S.H. 1000 S TYP) SJAMBCTYPJJAMB B8 SELF TAPPING SMS (TYP) r DETAIL B MULLxw 08 X 1/2 SELF to X 1/2 SELF ELEVATION Q TAPPING SMS TAPPING SMS VIEWED FROM EXTERIOR FLORIDA EXTRUDERSINC A' TrrM. SER. 1000/ 1500 FIN SHEET_ 1 OF 2 VJSVERTICALMULLIONSECTIONSSEALANT BETWEEN NT SEALABETWEENOV FRAME SEE OTHER SIDE (SHEET 2-OF 25"FOR MLe MULLIONDESIGNPRESSURECAPACITIESN8X1-1/2 SELF - B8 X,irll2 SELF TAPPING SMS TAPPING SMS DRA11N BY: MSH APPROVED BY. - SECTION A— A(5) SECTION A —A (6) DATL2/6/02 SCALE: NTS mx : IV -IN IC 000 F.W./DESIGNER S:'! L (TYP.) rg X 3/4 SELF TAPPING SN.S SX?XI/A TUBE M SLLa. S7&1A;N: BETVE_r Vi x+i FLA?M— M.4K t i M!..L 17PI t ST VDv„uJ FLA'+rr_$ > ti•-w@ x 3/4 SEL' L YSJ`_D7: .00 s w T.APEih'_ SMS r2AL.:iYP.) SEALA.`,7 BETv N V1N,.Ob FLAN' S SECTION . A —A ' ! ) iL MULLSAi L-/ F2000 P.W./DESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING SMS Tc X 2 7/15 X 1/8 TUBE MULLION SCALAWT B WikMV Fl L MULLION N8 X 3/4 SELF 1= S:M. TAPPING SMS MEAD CTYP.) SEALANT BETWEEN SECTION A —A Q WINDOW FLANG=S L WiLLION 1000 F.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW RANGES - t6 X 3/4 SELF L MULLION TAPPING SM 1 X 4 X V@ r-iS'V-1 / lu t M.iiLI1JN • I I Tr, PiCAL MULLION TO CONCRc, __ a jAme . ri000 P.W./DESIGNER (APPLIES TO JAMS WHERE I' X 4' -j-- T ;I -3 SILL CTYFJ i & 2' X 4' -,USE MULLIONS A.4? 'USED) Q A X 3/4 SEI.F TAPPIM SKS i BY OTitiRSYNCR_TE OR MASONRY . i 11 INSrA_LA.TIGN ANCHGR 3/16' XA6 i ? X 3iE I4munampmr TAPCIN S-:Zr-V AtCtCR :TY?J EXTERNAL Kura:~ ONE. By WO[D-- , t t INSTA_LATS-6•A ELir 61:CR 3Y.OTKCZS I s , ; CENTRAL . FLORMA ,R.O.A.F. B X 3/4 SE.- S f TAPPiN $rs Is . NAME: AB C T i?.i i4;0,e/Di4 ak-My1 ED I SECTION A —A f 2 MASM iFUZE - f 100G ?.v./L_SG:.ER I I SP1 CTYP.) 00 X :'/4 SELF 1mle P.V./DES ON=.Q ± Q! 1 TAPF'ati SMS f X 2 7t15 X 3/8 SILL (TYP.) TUB'_ MULLION 1 --4 F»- 1 1/4' MIN. aQ X 3•'4 SELF EKZ-EDKNT TAPPING SMS 2 X 4tIX3/8 X. 3/4 SELF FVA, N TAPPINGSMS +--1- 1 SECTION A —A (7i I VIEVF-o FROM EXTERIOR FLORIDA EXTRUDERS 'NSAI[FORD; ATToNALFLORID, txAcSER. 100011. 500 FLANGE SHEET I OF, 2 HORIZONTAL. MULLION' SEC :IONS 11 ± S= G OTHER S J— L lJ"iLE C Ur 2i Fc_i xe x 3/4 SELF L Yi' x 3/4 SELF DESIGN Fr2ESS:,k= CAPACITIES TAPPING SMS 1000 S r HEAD (TYP.) MEAD (.Irt.) JDRAwN BY: PFSH APPROVED BY: - cECT;r} N A -A (53. SEC71,^, :- A (S' ._. ._.__._ _ >i . 5 M12 ;DATE:_%i a%J2 . 'SCALE:,,NTS DWq.: IHMFI G SEALANT BETWEEN VINDOV FLANGE - Fa X 3/4 SELF t000 S.+ i TAPPING SMS HEAD (TYP) SECTION A — A (4) 1000 P. W./DESIGNER SILL (TYP.) r—k8 X 3/4 SEiF TAFPING SMS I X 4 X 3/8 F—if? il 2E KLL_iu. c 7 Io SEALANT.BEtW£EN-j WWDW FLANGES L MULLION SEALANT WINDOW PI t MILLION 1000 P.V./DESIGNER SILL CTYPJ i8 X 3/4 SELF TAPPING SMS IX2X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION i8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD CTYPJ 1 SECTION A —A (_I ) 1000.P.W DESIGNER SILL CTYPJ i8 X 3/4 SELF TAPPING SMS 1X27/16X1/9 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES - L MULLION B8'X 3/4 SELFL1000SA .TAPPING SMS HEAD CTYPJ SEALANT BETWEEN SECTION A —A (3) FLANGESDW L MULLlODI P.W DESIGNER SEALANT BETWEENrSILLSILLCTYP) W FLANGES L MULLIONri8x3/4 SELF TAPPING SMS IX4X1/8 TUBE MULLION . i8 X 3/4 SELF 1606 7SN. TAPPING SMS HEAD CTYPJ. . SECTION `A —A (5) 1000 P.V DESIGNER AUXII ARY PLATE APPLIES TO HEAD do SILL WHERE I" X 4" SILL CTYPJ TM ADDITroML A«DOM WKN fteWtkM do 2' X 4' TUBE MUWONS ARE USED 1 -Q , i8 X 3/4 SELF AL TAPPING SMS O O IX2x3/8 -- TUBE MULLION O CRUMrQTlMA B.O.A& BY WOOD t8 X 3/4 BY OTHER 1DD0 S.M. TAPPING SMS MA1 UAi CTL7M NAME: HEAD CTYPJ SECTION A -A (2) - F'1T iERS 10O P.YPW./DESIGNER M'M : " # 6 rSILL CT) 98 X 3/4 SELF 1000 P.W DESIGNER TAPPING SMS SILL CTYPJ IX27/16X3/9 TUBE MULLION iB X 3/4 SELF TAPPING SMS 2 X 4 SEALANT BETVM WIM30V FLANGE L MULLION i8 X 3/4 SELF 1000 StL TAPPING SMS HEAD CTYPJ SECTION A —A (4) 1000 P.W DESIGNER SILL CTYPJ - 18 X 3/4 SELF 4 SMS I X 4 X 3/8TAPPING TTUBE MULLION N\\- 08 X 3/4 SELF IWO S.H. TAPPING SMS HEAD CTYPJ SECTION A -A (6) SHEATHING INSTALLATION ANCHOR i8 V012D SCREV CTYPJ EXTERNAL MULLION INSTALLATION CLIP MILLION WTAIL"C L A TUBE MULLION 1 1/8' MIN. EMBEDMENT: VIEWED FROM EXTERgR DETAIL B APPLIES TO MEAD t SILL WHERE 1' X Y R I' X 2 7/16'.TUBE MULLIONS ARE USED - Swan" - . Auancw.ANOQR14DB-WOOD scmw R17 Nam CLV 48 X 3/4 SELF TAPPING SMS L000 S.H. SECTION A —A (7) HEAD CTYPJ ENDEDMEW _ FLORIDA EXTRUDERS ° A Tnu: SER. 1000/ 1500 FIN SHEET 1 -OF. 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED W. DATE:2/6/02 scAtr.: NTS DWG.: 1HMF I N SEX.ANT BETyEsN VIS.OV FLANu:S L MN -I -ON 1000 F.V./DESIGNE7ISILL (TYP ) 1 a8 X 3/4 SELFJTAPPING -VwS X2X1/? T:i:= MU LIGN SEA:AK 1rE.°Y w1haL'v FLEE _ L WJLLivw t8 X 3/4 .ELF i$SP sw TAPPINGING SMS AL SEALANT BET VEEN r"ION A -A (i ) VMal FLANGES SF C 1QD3 P.W./DESi[NER j SILL (TYP.) es x 3/4 SELF TAPPING SMS I x 27/16 X 1/8 TUBE MtP_LIGIN SEALANT BETVEEN VINMV FLANGES' L WJLLTCA( CGC P V /DES1w4ER TYPCCAL-AULUON TC CONCRETE G JAMP- r I (APPLIES TO JAM? WHERE 1- X 4- i SILL (TYP.) f 2" X 4' TU2E MULLIONS A.:r- USED) a a8 x 3/4 SELF II TAP. N` SMS CCfICRETE OR MAS3NRY 11 BY OTHERS i X 2 X 3/3, i YNT Fg,flg3A = Y OTHERS AtLAV MANWA-CrUM NAM-* j i 49 X 3/4 SELi 1CDL SH TA"rFl G SY.S PisAr+ DETAIL ;;,' iNS'• ALLATION ANCf UM 3/!6' L'IA TAPr N SAY Ex;ERNAL NuLLXN LISTALLA-ION CLIP. SEC TiON A —A (2) U G[ r.L'./DESlLNER SILL TYP.) SILL (TYP.) f SILL (TYP.) QsEX3/4 SELF _ TAPPING SMS f IFS % 3/4 SELF i x 2 7/16 X 3/8 ` TAPfIPY sms 1 TU?E N'iILLI N J c X 4 X 3/8 + - 1 1/4' MIN. 1 / '::BE MUM"' I EMBEDHENT S}LANT HETVEEN wNWV FLASsGE - L ?Cities t8 X 3/4 SELF a `-1:8 X 3/4 SELF IWO S.H. TAPPING SMS iGGO S.K TAPPING SMS HEAD LTYPa FAD (TYP.) IflygeSEALANTBETVEENSECTIONA -A (3) SECTION A -A (4) viNGCv I--- X 3/4 SELF t NULLIM O1DJP.V./DfS:T:rIERSEALANT 6Ei'F_E+v r ICSQ P.V./DES1Cr1ER TA°PI G SMS SILL ( TYP.) vINMV FLAT.-S I S,LL (TYP.) i IG^: S.H. L MULLION a6X3/4 SELF APPING SMS I• 1 X 4 X 1/8 t8 X 3/a SELF TAPPING SMs 1 X 4 X 3/8 HEAD (' YP.) SECTION A -A (7) TUDE t8 X 3/4 SELF lOGO S.itTAPPING SMS FIFA] ( TYP3 cEi T'•ON A --A (5 S X 3/a SELF d S-* L' SAPflN: SMS READ ( TYP.) 124 AEA. ;F _ FEB 1.5 2 J th. Lli!'o ELEVAT ON MEN' ECFROM EXTERIOR FLORIDA EXTRUDERS nor mATIONAL' 'Nc SANFORD, FLORIDA i TLF- SE -fit.. 1 GO0/ 1500 FLANGE SHcET I OF, P- TWIN . HOR I ZIINTAL MULLION -SECTIONS" SEE ut;LR SIDE .SHEETZSHEET 22OF, C) FOUR DESIGN PRESSURE CAPACITIES DRAirN BY: MSH JAPPROVED BY: DATE: 2/ 4/02 1 SCALE: NTIS DVC;.: '• HMFLGTW 1000 P.V DESIGNER SILL.(TYPJ 08 X 3/4 SELF TAPPING SMS I X 2 X 1/8 TUBE MULLION SEALANT BETV1 VINDOV FLANG t MULLION SEALANTFLANGES lETVCEMJ0 IfB X 3/4 SELF VV4WTAPPINGSMStMULLIONHEADCTYPJVINDOVTFLANGES SECTION 'A —A (1) t MILLION r1DW P. WDESIGNER SILLQYP3 I s8 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWO VI FLANGE: t MULLION to X 3/4 SELF im SJi. TAPPING SMS HEAD CTYPJ SEALANT BETVEEM SECTION A -A (3) VINDOV FLANGES R MULLIW 3000 P.VJDESILNER . SEALANTBETWEEN r SILLTYPJLMUFLANGES' MULLION j •8 X3/4 SELF ' TAPPING SMS 1 TUBE MILLION t18 X 3/ 4 SELF 1000 SJ;.- TAPPING SMS HEAD (TV.).` ECTION' A -A ( 5) IOOD P.VJDESIGNER SILL (TYPJ 8 X 3/ 4 SELF TAPPING SMS AUXILIARY PLATE ADMTMWA. AtCHM. VNIN REAUQt£}v APPLIES TO HEAD do SILL WHERE 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 08 VOOD SCREV CTYPJ EXTERNAL MULLION INSTALLATION CLIP -- MILLION — t8 X 3/ 4 SELF WO P.V DESIGNER TAPPING SMS SILL ( TYPJ 1 X 2 7/16 X 3 8 l L—A TUBE MULLION 08X3/4 SELF TAPPING SMS 2 X 4X3/ 9 TUBE MULLION: L I 1/8' MIN EMBEDMEN I FVATmtl — SEALANT BETVEEN VIEWED FROM EXTEP" VINDOV FLANGE DETAILAPPLIES M WAD t SILL 1.dM I' X rED MULLION .. .._.. ' _ "'@ kI' X 2 7/16' TUBE UU110NS ARE US 08 X 3/ 4 SELF _..._ 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A ( 4) so upoD saEV ALLATfABOIpt cT».) IMI P.V./ DESIGNER CLtP r SILL (TYPJ O8 X 3/4 SELF r 08 X 3/ 4 SELF TAPPING SMS TAPPING SMS 1000 S. M. SECTION A -A (7) I X 4 X3/8 MEAD (TYPJ ENBEveff TUBE MULLION FLORIDA EXTRUDERS n"mAT"' N""' txc SAM0, FWWA 1000/1500 FIN SHEET 1 OF 2 TW I N 'HORIZONTAL MULLION SECTIONS ' I- SEE OTHER SIDE (- SHEET, 2 OF 2) FOR 08 X 3/4 SELF r DESIGN . PRESSURE CAPACITIES TAPPING SMSIwo ti = D ( T P.) iwg By. MSHAPPROVED BY: SECTION A —A (6) •`.• DATE:2/6/02 SCAU:NTS DWG.: 1HMFINTW 1X2 X3/1 TUBE MULLU 0 1 O O. TVO BY TW VOOD rt BY OTHER S X 3/4SCEN7RA . s_RWA & .F, 1000S.H. TAPPING SMS , HEAD CTYPJ MNUJ B', x 11l1L+ SECTION A -A (2) FtoRlE, f S .tL VWO P.V./DESIGNER NALST21. 91 Fff SILL (TYPJ v BETWEENFLANGES L MULLION i000 P.WDESIGNER SILL CT .) 8 X 3/4 SELF TAPPING SMS 1XaX1/8 TUBE MULLION SEALANT VINDOV L MAI NO X 3/4 SELF Un Ski. TAPPING SMS HEAD CTYPJ WIN + FLANGGES SECTION A —A (1 i L M LLMN 1D00 P.VJDESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SINS 1X27/16X1/ TUBE MULLION 1040 P.V DESDa7NER TYPICAL ANmm TO CONIXlIE O'.VAIB SILL CTYP.) k 2 ,X 4TOJAMS eWHEREMUWONSARE USED) Q 9 X 3/4 SELF TAPPING SMS CONCRETE OR MASONRY —\ BY OTHERS \ IX2X3/8 TUBE MULLION iN ONE BY WOOD CENTRAL FLOWDA B.O.A,F. BUCK BY OTHERS a MANWAC'Y'[) M NAM. 1'to/ eilbt. F.ir 4'u ERS . 8 X 3/4 .SELF I,+ I000 SH. TAPPING SINS - HEAD CTYPJ SECTION A — A (2) 1000 P V DESIGNER 10M P.WJDESIGNER INSTALLATION ANCHOR 3/16' DIA. TAPCON SCREV ANCHOR (TYPE EXTERNAL MULLiOM INSTALLATION CLIP MN r SILL CTYPJ SILL CTYPJ Q N9 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS1X27/16 X 3/8 TAPPING SINS 9 2X4X3/8 f IIl. /TUBE MULLIONTTUBE MULLION EMBEDMENT SEALANT BETWEEN T BErvM VP IDUVFLANGESMVINNIM FLANGE L MULLION 8 X 3/4 SELF #8 X 3/4 $ELF 1000 S. H. TAPPING SMS1000.St1 TAPPING SMS HEAD CTYPJ HEAD CTYPJ SEALANT KTVEENMULLION vv4wv FLANGESS_F_CTIONA —A (31 SFrT10N A —A !4i #8 X 3/4 SELF 1000 P. VJDESIGNER . r 1000 P v /DESIGNERTAPPING SMS SILL CTYPJ DO V VFIA .1 SILL i J 1000 S.M.S18 X3/4 SELF L r #9 X 3/4 SELF HEAD MP.) TAPPING SMS TAPPING SMS ) X 4 X 3/8 ,SECTION A —A !71 IX4X1/8. F TUBE MULLION T.TUNE MULLION J1 8 X 3/4 SELF T*#8 X 3/4 SELF TAPPING SMS TAPPING SMS loca HEAD it HEAD N TYPJ SECTION A _ A". (5) :,._; _ . ' . ' _._:::SEG°TION -A—A (M A r LEA.-_ _. 01 -- iLd VIEWED FROM, EXTERIOR C. FLORIDA EXTRUDERS "im, oxmA MIE:SER. 1000/1500 FLANGE SHEET 1.OF 2 TRIPLE HORIZONTAL MULLION SECTIONS. SEE OTHER SIDE (SHEET 2 OF 2) ' FOR DESIGN,PRESSURE CAPACITIES Dun HY: MSH APPROVED -BY. DATE:2/ 6/02 I SCALE NTS : DW(;: 7 1HMFLGTR I= P.VJDESIGNER SILL CTYP s8 x 3/4 SELF TAPPING SMS i x 2 x-1/8 TUBE MULLION SEALANT IWDIWVi L KXLIOM SEALANT XTVEEN' D \-i8 X 3/4 SELF L S i000 SJL TAPPING SMS HEAD LTYP.) SEALANTVD/DOV FLANG+ESM S_EC11ON A-A__( L RAIM! 1000 P.VJDESIGNER SILL CTYP . s8 X 3/4 SELF TAPPING SMS1 X 2 7/16 X 1/8 Nq / TUBE MULLION L 08 X 3/4 SELF 1000 H. TAPPING SMS HEAD (TYP.) wALm FLANGES SECTION A —A (3) wv4wvL MULLION 11 '' 1000 P.VJDESIGNER SEALANT BETWEENvDmovFLANGE!- I SILL CTYn L MULLIONtD8X3/4 SELF TAPPING SMS 1 X 4 X 1/8 U-M r --- rni TUBE MULLION se x 3/4 SELF 1000 S.M. TAPPING SMS HEAD (TYPJ SECTION A —A (51 ION P.VJDESIGNER SILL CTYP.) 08 X 3/4 SELF TAPPING.SMS 1X2X3/8 TUBE MULLION A7r 1 - i8 X 3/4 SELF 1000 S.1L -: TAPPING SMS MEAD CTYP-) SECTION A —A (2i 1000.P.WDESIGNER SILL (TV.) . i8 X 3/4 SELF TAPPING S14S I X 2 7/16 X 3/ TUBE MULLION / A1. xX ew PLATE JQE Al Fw ADDrrxxv- ANCIOtS• V1EN RED111RED) O 4 O LLIDN O' TWO BY VOOD BUCK BY OTHEF 1000 P.VJDESIGMER SILL CTYP.) 08 X 3/4 SELF TAPPING SNS 2X4X3/8 TUBE MULLION S X 3/4 SELF 1000 S.H. TAPPING SMS HEAD CTYP.) `I X 3/4 SELF TAPPING SMS SECTION A —A (4) uXw MEAD CTYP.) . I= P.W./DESIGNER SECTION A —A (7) SILL CTYP-) TAPPING SMS f gJ A 1B'OiX4X3/8 jy_,,,yac TV pITUBEMULLIQI.1` N —L 1, I 1.41 5iiiO S X 3/4 SELFIwo (/ Sit TAPPING SMS HEAD (TYPJ SECTION A —A (6) i F, 2f DETeILS-1 APPUES TO HEAD do SILL WHERE 1' X 4' 2' X 4' TUBE MUWONS ARE USED SHEATHING INSTALLATION ANCHOR s8 WOOD SCREV CTYP.) EXTERNAL MULLION INSTALLATION CLIP L MULLION APPLIES TO NERD t SILL MMERE 1' X Y t 1' X 2 7/ID'.TUBE YULL10N5 ARE USED sriV7. AILATllW ANCIUR tnO,uREv rz uv 8' MIN. FOMENT ' I vs' Nna EMDEDlENT-- DETAIL L I/ EMBEDMENT FLORIDA EXTRUDERS nar>iRxA"ONAL INc SANFORD. FLORIDA T=* SER. 1000/ 1500 E I N SHEET 1 OF `2 TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES ,. DRAWN BY: MSH APPROVED By DAxE:2/6/02 SCALE:NTS DWG.: IHMFINTR SHIM AS RE'D'D INSTALLATION ANCHOR SHEATHING SEE NOTES) +e SCREW BY OT"tRS CAULK BETWEEN DOOR FLANGE TWO eY WOOD L SHEATHING By OTHERS 1 1/4' MAX. l r SHIM SPACE DOOR WIDTH SLIDING GLASS DOM FRAM JAMB EPIHEDMENT 7EPPERED GLASS STUCCO J (TYP.) OR SIDING BY OTHERS SLIDING GLASS DOOR FRAM PERIMETER HEAD CAULK BY OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS CTYP) T AsT.L: DOOR ti r; I HEIGHT SECTION B-B t o /DIT vD SLIDING, GLASS. DOOR FRAM SILL D MAX. SHIM SPACE TWO BY WOOD 1-1/8 MIN /- By OTHERS SLIDING GLASS DOOR SHIM AS REO'D. HOCK STRIP SEE NOTES) INSTALLATION ANCHOR R8 SCREW CAULK BETWEEN DOM FLANGE L SHEATHING INSTALLATION Am''CMGR R8 SCREW TWO By WOOD HT OTHERS CAULK BETWEEN NOOK STRIP L SHEATHING 11-1/8, MIN.. EMBEDMENT SHEATHING BY 07HERS SHEATHING BY OTHERS TEMPERED GLASS STUCCO MID.) STUCCO OR SIDINGORSIDINGBYOTHERSByOTHERSSLIDINGGLASSDOOR INTERLOCK -- HOOK STRIP DETAIL Ili DOOR mATERIAL: KWMT! ALLOT i063L .. ..__ 21 AD INSTALLATION SCREWS MUST K OF S1frV:CNI LENGTH TO ACHICWE MIN EMKDMENT - Ot I-I/D' INTO WOOL .TAPCON_TTPE WALLATION ANOCRS AT SILL MKT K OrWAMMTLENGTHTOACHIEVEMOAtCMKINCeOr1-1/4• INTO MASONRY OR CONCRETE. - 31 INSTALLATION AMCHGR CHART ON 94" Or THIS SNGET. 41 vSE SIUCOMIZED ACRYLIC CALK BEHIND DOOR ILAMGC AT HEAD L JAMDL A USE SLICOIZED ACRYLIC CAULK YOR PERIMETER SEAL ARDWO EXTERIOR Or DOOR 6/ If EXACT DOOR SIZE IS NOT LISTED IN ANENOt CHART. USE AMNDOR OUNNTITY LISTED WITHNEXT LARGERsIZE. rOR Tic APPROPRIATE DESIGN RESSIRE-RsO-L':_-..___ ....-.. .._ _._ 71rOftPOCKETDOORSIZESUSE. CLOSEST DIPASS DOOR SIZE L COlIGURATION TO rIMSMED OPCNIK. B PLACE INSTALLATION ANCHORS. IN FRONT W MC.31CSTRIP AS SMOWK VGLASSTNKKNESSMAYWARYPERREQUIREMENTSWAST" C1300 GLASS CHARTS -" 11DOORWITisAPROWEDWSW, TEMPERED.GLASS IN SWLC GLAZED OR INStLATDNG GLASS NIJANE /-SILL CORNERS ARE TO K SCALED WITH A SMALL AFMT-SEAM SCALER - -- - 1f1S.D. AS RED'L AT EA Sri Or UKTALL47Mm AN`m= N4X. ALLOWABLE SHIM STACX TO BE V4'. 121 ALL INSTALLATION ANCM:RS MUST BE MACE Or pRR=k RESISTANT MATERIALS 13, WKRE 'K' REPRESENTS lCVING PANEL AND Ir RC KSEN!S FIXED PANEL AP/ROVED COl1GNRATIONSAREASLISTEDONANCHORCHANTONBACKKTHISSAMEMBEDMENT EXTERIOR ELEVATION '" SECTIO : `*A -A .' l- L M LISTEDRIPttTA'ILAM T"'T0 INSTALLATION°D AKA :RDWD `AT'°" 1- 1/4' MIN. 2 PANEL DOOR SHOWN is, rLORIDA EXTRUDERS N00 SERIES SLlDI/4. FEAST DOOR IS bOWH TARS PRINT ALSO APPLIES TO ' 2000SERIESAND500SERIES. . o •... D D LIBERALLY APPLY CAULKING UNDER SILL .. OR SET SILL IN BED / INSTALLATION ANCHOR OF CON-RETE 3/16' DIA. TAPCON. SECTION A -A F 12MM2 I DESCRIPTION DATE IN I / EXTRUDERS FLORIDAINT. INC. S D - L: TITLE: SLIDING GLASS DOOR INSTALLATION- WITH #8 SCREWS., DRAWN BY: 38_ _ , APPROVED BY: ATE: 12117101 !SCALE: NTS PWG %FLEX0027 SHT I Or wr. ws K.. M AXT L AmIcOION 9WANECRWA INC. 2112 MTCbNTIOw ft-. DATE 00.. CA/-ftW, rLWbk 321A4. 41_Nypp r4 -0.910-0" 13 CDNCRETE OR S41M AS RE'C'D INSTALLATION ANCHOR MASONRY OPENING (SEE NOTES) 3i16' DIA. to?CON—s—t/A• HAx. SHIN SPACE BY OTHERS I 1 1/a' MIN. CONCRETE OR CAULK BC_SWE£N INSTALLATION ANCHOR L-EMBEDMENT MASONRY OPENING DOOR FLANGE 6B SCREW (TIP. WHORE BY OTHERS t VDDD BUCK CAULK BETWEEN ONE By WOOD TAP_OH$ ARE NOT REO'D.) 1 WOOD IRK t BUCK By OTHERS 0 BUCK HY WOOD OTHERS 7 WOODCALOLBETWEEN PERIMETER ! UNS' ALLATION ANCtGR MAST. CPENTNG SUCK BY Ot'NERS3/16' DIA. TAPCDN , WOOD BtFCK t CAt) LK Br HT OTHERS 1 I/!' MIN, MAST. OPENING OTHERS rEM3EDMENT By OTHERS STUCCO { 1 SLIDING GLASS G CAULK BETWEEN By- OTHERS e 1i D F-F AME 11 CAULK BETWEEN SLiDiNG GLASS DAP max STRIP L V ri/ G G WDDD BUCK I. I$p]K STRIP WOOD BUCK lirNAx. o 1 t> j SN1,r SPACE jd NAVY. OPENING J_ d' By OTHERS 1, SHNM AS REO'D. I ( SEE NOTES) 1-1/4' NTN EM_EpMEN; d i 4 INSTALLATION ANCT4 R 3/ 16' DIA, TAPCON TEMPERED GLASS p CAULK BETWEEN ctYP.) DOOR FLANGE INSTALLATION ANCHOR t LrICI7D BUCK tee SCREW CTYP, WHERE TAPCONSARENOTREO'D SLIDING GLASS PERiwfTER G . r8YDCT.CR< OD DOOR FRAME CAULK ER 1 r. BITHERS HEAD OTHERS I CONCR_ YE DR MASONRY OPENING STUCCO BY OTHERS —.0 S.G.D. WIDTH TEMPERED cocw . B.Q.`JP.TEMPERED GLASS GLASS ( TYP.) 4AMW(TYP.) SECTION BACI'tJRE{(R'YIE: SLIDING GLASS DOOR DOOR trV r . N s t•' V _ — -) C e r INTERLOCK . HEIGHT MASTER FII,E# S HOOK STRIP DETAIL lu SLIDING GLASS ' DC- 32FRAIL SILL I 1) DOOR MATERIAL, ALUM MAN ALLOY 6D6l 2) TAKEN TYPE INSTALLATION ANCHORS M)ST DE Or AfIICICHT LENGTH TO AORCVE MK CMNALDHCMI Or1-1/4' INTO MASONRY OR CONCRCTC. .. LALTCMAATEtAPCONINSTALLAID, ANC ORS rRONT TO DACK IN ALL rRAMC -MEMBERS. _ AtTAMMMANCHORCHARTONSACKWTHISSNCET, S) IISE WUCONI20 AClttt1C CAULK DEM IX0 DTOW hANGE AT NCAD a JAnll. _ 6) %SC MICO02ED ACRIIC CAULK FIR PERIMETER SEA: AROsO'EXtERlOR Or'DOER .. ._ 7) V EXACT DOW SIZE IS NOT LISTED IN ANYCNW CNALT, 1/SE ANCmW OUANTIT7,LTSTED W:Tm MCKT LARGERSIZE: r01t INC APPROPRIATC DESIGN PRESSUK RCD'A - D) rOR POCKET DOOR SUES USE a OSEST "ASS DOOR SIZE L CO IGL*ATM TO rIHISHED OPENING PLACC- TAPCONS. W FRONT Or NOOK SIR:P AS SNOWN . r GLASS TNNTOOCSS MAT VARY PER REOUREMCNTS OF ASTN EIM GLASS CMA7tiS. 10) ALL rACTDRY APPLIED NGLES POT DCSIGMATCD rOR TAPCOM ANEMC1 S)OLLD DE rILLEO WITH AD SCREv% OFSIfrICICNtLENGTHTOPROVIDENINS/D' EMBEDMENT, INTO WOOD D-JCJLIt) DOOR LIMIT IS APPROVED USING TCNPERED GLASS IN SINGLE GLAZED OR IM-•uLATING GLASS itAwt / SILL COUERS ARE TO DC SCALED V:IN A SMALL AWt SEAM SCALER. T3) " AS RED•D At CA, SET Or WSTALLA7WN ANCHORS. NAt ALLOWAA rSHINSTACK 74 DE 1/••. 112ALLINSTALLATIONAnGORSMUSTlCNASCOrar-itS1 k KSISI MT NA.ERI+LS. . NS) -WHERE 'x, RE RCSEN:S NOviNG PANEL AND Ir RCNESENTS rixED PANEL APPROVED OfKURATIONSAREASLISTEDONCHARtONDACKOrtHISSHEETA C 16, POT ALL Cawlwulms LISTED ADOVE ARE SNOW% ON THIS DRAVING. HOWEVER INSTALLATION I EXTERIOR ELEVA':ON SECTIONS -A-A•, 'D-D'. L MNOGK STRIP DETAIL APPLY ID INSTALLATION Or ALL APPROVCD . i rya- 2 PANEL ODOR SiOWN CO VT OAATIWNS tt . LDMENT 17) INSTALL ONE TAIEON IN EACH PAIR Or tACTOt:Y APPLIED INSTALLATION HOLES uNLCSi MUTED i t G 9OTHERVISE ON Ae4AR q CHART. SCE RACK Or THIS kCE7. A • a 3-1/1' NiN A rl1RIDA ExtRtRERS 1000 SEWS SLIDING DOOR IS LOWML THtI PR:HT ALSOAPPLIES 10 tt) 2MSEIUrSANDSOSERIES. REV DESCRIPTION DATE INI EXTRUDERS LIBERALLr APPLT , - FLOR I D A INT. INC. SANFORD FL. OR SE IIfN UNDER SILL INSTALLATION ANCHE? OR SET CONCRETEIN ! D 3/ 16' DIA. TAPCON TITLE: SLIDING GLASS D£7R Of CONCRETE - SECTION A -A - INSTALLATION WITH TAPCl3 1S DRAWN BY:33 APPROVED BY: Cg: " 3 DATE: 10/25/01 SCALE: NTS DWG #: FLEX002. Y ar ,t nrA.rrn I PgOWV a A:PL1GtC% CN CERI4 INC. rM WJCRMATIONa AKV•_ SNAtt :50, rtAnMtlV. ILOt.J. •JD:K.. 107-6C5-C?c3 FAa .67-CS-M66 IM SHCA-nING IT C HERS 99 INSTALIATDOHI I ilANCHORSCREW [i fPJ EXTERIOR rimsm IT DTHERS PERHETER CAULK - IT OTHERS fin FRANC HEADER VDWW EN0 EXTERIOR PERIMETER CAULK 1ByOTHERS EXTERIOR FINISH IT OTHERS 04 TMSIALLATEON- ANCHOR SCR-Lv. (tYP.) S1fEAtHDNG - T o HERS CAULK HENIND FTN TWO By BALD SHIM AS REO'D. CSC£ NOTES) DOWN HT OTHERS FIN FRAME UwMH SMH AS RE0'0. NOTEs 1)1) SHIM AS R£O'D. ADJACEN% TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SEE HDICS) Smak mAx. &I.OWABLE SHIM STACK 70 BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. Q GLAZING (TIP. SEE NOTES) UN. H) USE SLCONZED ACRYLIC CAULK BEHIND WINDOW FN AT HEAD. SILL johim VACS A) USE SvXONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF wINDDw FRAME. S) GLASS T. VARY PER THE REW.94£CLS OF ASTM OUA GLASS t_ SINGLE LAICHARTS. SINGLE GLAZING K SNOWY, RNSt)LATING GLASS IS ALSO pUALVIED. 6) SCREW ANCHORS AT WAD. SILL k JAM_a$ SHOULD BE !B SCREWS OF SUFFICIENT TO PROVIDE MIN. I IN. MIN. EMBEDMENT INTO WOOD FRAME. PUCE W SCREW ANCHORS .6' FROM CORNERS AND 24' Q.C. MAX.. EXTERIOR 7) BUILD CultvEFS WINDOW FTOB QED 8r DINERS. MA MUST K OCE TSTRENGTH OwTE TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. B) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPUES TO FU 40A EXTRUDERS 1750 SERIES k, 2000 SERIES VpCDV 9) ELEVATIONS SHOW COMMON CCNFW'URATIOHS. ITIS NOT INTENDED TO LIMIT USE OF THIS PRODUCTTOTHESETWOCONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFKfURAt*kS THAT CAN BE MANUFACTURED FROM THE WOO, 1750. k 2000 SERIES DESIGNER FIXED WINDOW FRAwNG SYSTEMS 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER LINES USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING CTYP. SEE NOTES) FIN FRAME SILL iHIM INS R£00. CSEE HCTES) L - MIL N SPACE TWO BY fRAM/HIG EXTERIOR ELEVATION IT OTHERS i CAULK BEHIND FIN L yr, GEC iIC•xucMi _ - _ Tye SECTION A - A f 2002 1/N' M[': INSTALLATION SNSI IPA& ANCHOR SCREW CTTP) 11 By FRAMING BOTHERS CAULKBEHINDFIN Imo• L- rim CICBNENI v SME•TMIH/. IT DINERS EXTGEPjl0R FINISH Br. ERS L PE IETCRCAULKBnOTHERSSECTION B-B WIDOW mobs A 3 11 t HEIGHT Ia A EXTERIOR ELEVATION FLORIDA EXTRUDERS SANFO D. FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: BB APPROVE BY: DATE:02/14/ 02 SCAlE:NTS DWG.: FLEX0037 M[ru[) b wren Ko ftx. L! m NWt+)M- X-C MR rw KaI•AIY, "mu W'. ." r WHNws ru .H NMNs INSTALLATION AMC.SM ONE IV BUCK co SCREW BY DI HERS BUCK WIDTH - CAULK BETWEEN VINC-v BUILD DOWN BY OTHERSFLANGELSrEaTHINGALSOAPPLIES TWO 31 FRrwlNNG TO SiIZ t) SHIM AS PEO'D. AT EACr INSTALLATION ANCHOR WITH LOAD BaRiNG SHIN. MAX. OTM ALLOWABLE SHIM STACK TO BE 1/4', PLYWOOD tTtP.). 2) WINDOW FRAME w.E4uL- AL7luNUM ACLC'Y 6063. .. BY OTHERS MIN. TAPCON WSIALLATXINN ANC.RS AT SILL MUST BE OF SUFFIO)ENT LTH. TO AC!J'A SHIN AS PEC•Dr1 I £MB£DMENT 1IN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 110 INSTALLATION SEE NOTES) AT HERB k y1WOO MUST ?E OF ENT LENGTH TO ACHEVE 1-3/6" f IN. fMBEWAENi INTO WOOD FRAMING AND BU4D DOWN WHERE REQUIRED. LON.Ew BUILD EXTERIIIR rims.— NSTALLATION ANCHORS k SCREWS TO BE PLACED 6 IN. FROM CORNERS k 2- IN. BY OTHERS O.C. MAX. WINDOW FRAH£ UV_SNLNCOw2ED ACPYLIC CAULK BEHINSI WINDOW FLANGE AT HEAD. SILLQ AAMBS. JAHB 5) USE SyCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR 0< WINDOW FLANGE. GLAZING (TTP. 1l WA. 6) GLASS THICKNESS MAY VARY PER TOE KOUAREMENTS OF ASIM E1300 GLASS SEE NOTES)_ fSHIM SPACE CMARTS. SINGLE GLAZING IS SHOWN. a4tRAT" CLASS IS ALSO QUALIFIED. 7) B1AW DOWN AROUNC CURvCD PORTION OF W94DOW FRAME TO BE ,ENGINEERED BY O* RS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOVATELY TRANSFER LOAD FROM WINDOW TO THE S'•RUCTURE- PCRINCTER CAULK 1Y OTHERS WINDOW FRAHE NNEAD IWINDOWNEc", EXTERIOR 1-11 /-- EMBEDMENT 14' W. IM SPACE CAULK BEIVEEN TWG By BUCK t.CDNCREIE I CTHERS INSTALLA713N ANC. -OR co SURE., Q CAULK BETWEEN WL14MV FLANGE L WOOD BUCK Q a 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WftGDW SHOWN. TwS PRINT ALSO ) APPLIES TO FLORIDA EXTRUDERS 1750 SERIES At 2000 SERIES.. CONCRETE ORB) ELEVATIONS SNOW COMMON CONFIGURATIONS. IT IS NOT RNTENOED TO Lae. USE OF HASWI, SHIN A. RED'D THIS PRODUCT TO THESE TWO CONFIGURATIONS. TINS SWEET APPLIES TO ALL PERIHCTEP CAULK BY OTHERS SEE N{Tib CONFIGURATIONS INC. CAN BE MANUFACTURED FROM THE. 1000. 1750. A 2000 BY OTHERS SERIES DESIGNER FULED m.NNDOW FRAMING SYSTEMS. 10) W124W UNIT CAN ALSO BE MULLED TO OTHER LINTS USING ALUMINUM TUBE WINDOW WIDTHMULLION. SEE IM'JDN sdu:LATIOW 4JmEETS FOR REOUIREMENTS. ' EXTEP: P FINISH SECTION B-B BY OTHERS GLAZING (TYP. SEE NOTES) vINDOW FRILc CLL PEi6ETER CAULK SHIN AS REO'D BY OTHERS SEE NCTES) EX LR.Lit FNSH 1* CTHCRS BUCK HEIGHTI/. MAA. SHAl S% :_ A EXTEP109 ELEVATIO CAULK Ht EN Q a VINDC. FLANGE TUC BY WOOD N i MIUNMAI, FLORIDA B.O.4.F. CAUucLitvrEnN \-ONC EMDEDMEN" WOOD } . I( L b1ANUFA j j,(+NASONA, OPENINGBYWOODA.I Ar...% IT OT" Eks BUCK' BY OTHERS CONCRET:OR SFCTfON A -A MSM r1li1r 1-{ F•^r, N'r•„ •'r^• MASONi1. smr INSTALLATION ANC?C2 BT ,OT AS 116' DIA. TAPCON w R WINM'1 1F*719 A A. FX_ FR1r= EEVAT10N u: r>. _,.. HILL. r.,n raE c..+sv, Naas. W-r mac .a, AF.M: r.. r> q.ow U CAULK SETv£EN vINDOv FLANGE L WOOD SUCK CONCRETE GRMASONRYOPENING IT OTHERS EXTER:DP" FINISH 9Y OrHiRS ERIHETER CAULK IT OTHERS WINDOW FRAME HEAD EXTERIOR vINDOv FRAME --- SL.L PERIMETER CA-.K BY OTHERS ExTckmR FINISH — BY OTHERS CAUU SETVCEN VJNWV FLANGE t MOOD MIC CAULK SETVECN —/ WOOD RICK L MASONRY (PEKING III OTHERS CAULK SETvEEN WOOD SUCK t MASONRY OPENING 9Y OTHERS ONE By WOOD RICK by OTHERS INSTALLATION ANCHOR MIS, 0:4. TAPCON MIN. Q: EMBEDMENT 1 " 1/4• MAX. SMIM SPACE SHIM AS REO'D SEE NOTES) GLAZING (Tip. SEE NOTES) 4 ' CONCRETE OR MASONRY BY OTHERS SECTION A -A INSTALLAY113N ANCHOR 3/16' DlA TAPCON SHIM AS REO'D. SEE NOTES) 1/4- MAX. r SHIM SPACE 1)SMW AS REO'D AT EACH INSTALLATION ANCMOR WITH LOAD SEARING Sent, MAx, ALAwABL£ Sf:IM STACK TO SE 1/4'. 2) WINDOW FRAME MATERUL: ALUMINUM ALLOY 6063. 3) 3/15' DLL, iA-CON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM, TO ACEXC,I£ MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. PLACE TA?.ON ANCH*RS..6' FROM -CORNERS &-24' 0. C. MAX.. ALL FAC70RY APPLIED MOLES NOT DESCNATED FOR TAPCON ANCHORS SHOULD BE FILLED WITH /6 SCREWS OF SUfv"NT LTM. TO PROVOE MIN. 5/6 IN. EMBEDMENT INTO WOOD BUCK, 4) W4ERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BYBUCK. USE /10 SCREWS OF SUFFICIENT LENGTH TO'ACH6Ev£ 1-3/9' Mal. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. S) USE SIUCONIZE•7 ACRrIC CAULK BEHIND WINDOW FANG£ A: MEAD. SILL JAMBS. 6) USE SaICOeZED ACRr IC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW F••,AN07- 7) GLASS THICKNESS MAY VARY PER THE REOIAIEMEN'S OF ASTM E1300 GLASS. CHARTS. SI+GL£ GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUALnED. D) BUILD DOWN AROUND CURv£D PORTION OF WINDOW FRAME TO BE ENGINEERED BYOTHERS. BUILD DOWN MUST BE OF SUFFECIENT S'R£N6TH TO ADEQUATELYTRANSFERLOADFROMWINDOWTOTHES'RUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. 10) ELEVATIONS S:+OW COMMON CONFIGURATIONS, IT IS NOT INTENDED TO LIMIT USE OF TrnS PRODUCT TO THESE TWO CCNFIGURATO NS. THIS SHEET APP•JES TO ALL CONFIGURATIONS TMAT CAN 6E MA14UPACTURED FROM THE 1000. 1750, k 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. III WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE. MULLION INSTALLATION SHEETS FOR REOuwREMENTS. EXTERIOP ELEVATION SHIM AS REOD SEE NOTES) WINDOW FRAME JAM} GLAZING (TYP. SEE NOTES) Ilia• MIN EMBEDMENT1/4' MAX —1 y SHIM SPACE I DNE SY W^-DD SVCx Sr OTHERS PERIMETER CAULK — 8Y OTHERS EXTERIOR FINISH J BY OTTERS vDNDDv vIDTM IN' TALLATIC N ANCMCP• a )/16' DIA. TAPCON CAULK BETWEEN A"T SUCK t KOPENING If' O HERS C jJ CALL,( SETLE.EM VINDOv FLANGE t WOOD RICK CONCRETE OR MASONRY OPENINGBY OTHERS SECTION B-B A EXTERIOR ELEVATION W1Np HEIdB 8 d Ew a4EM FLORIDA EXTRUDERS''s NFORn°FwRIDA NAWO' C IT WOOD FA / TnU:FLANGEINSTALLATION DETAIL CONC2_TE HEADER v/1 BY B_EK DUCKBYOTHERSQ DESIGN= R FIXED WINDOW 1000. 1750. S 2000 SERIES PRAWNBY: BB I APPROVED BY: 3= DATE:02/12/02 SCALE: NTS DWG.: FLEX0035 AV• RS M" T JKfTCCAMM C71' M Nfr-0^ kM. SM rA K.f. *C I1011M 21. n04 W =I S SHEATHING By OTHERS CAULK BETWEEN WINDOW rlN iSHEATHING INSTALLATION ANCHOR •B SCREv EXTERIOR. FINISH BY OTHERS — PERIMETER / CAULK By OTHERS WINDOWHEIGHT EXTERIOR PERIMETER CAULK By OTHERS INSTALLATION ANCHOR — RB WOOD SCREW EXTERIOR FINISH BY OTHERS I 1' MINM3CDmCMI WOOD FRAMING rBy OTHERS R `q t RID, B.O.A•F- SHN AS RA'0CENTR SEE NOTES) qUFIA?A VRR NAB-_ 1/6. MAX. V SMW SPACE ' FIDE # 9' GLAZING SEE NOTE 6) GLAZING cSEE NOTE 61 FIN TYPE WINDOW FRAME I / jC... BETWEEN -+ 1•MIN. ` WINDOW "FIN EN3EDIEN7LSHEATHING SHEATHING BY OTHERS SECTION A -A FIN TYPE WINDOW FRANC SHIN AS REO'D. 1/P NAIL SEE NOTES) WOOD FRAMING BUCK BY OTHERS HEIGHT EXTERIOR FTN TrPE WINDOW FRANC A ---O' ELEVATION VIEWED FROM EXTERIOR IEPAR£D BY: PROOUV IEC-kO WINDOW WIDTH IHMAX. MM SPACE WOOD FRAMING By OTHERS SHEATHING BY OTHERS 1NSiALLATiDN s3HOR SCREWCAULK BETWEEN WINDOW FIN L SHEATHING SECTION B-B EXTERLDR FINISH PERIMETERCAULK BY OTHERS By OTHERS NOTES. 1) SMMTALLATION ANCHOR wITN LOAD BEARING SHw .SYAX. ALLOWABLESIRu STACK 1O BE 1//". 2),IWNDOw FRAME MATER:AL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIM YIN. EMBEDMENT OF I- INTO WOOD FRAME. 4) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND, EXTcVW OF 1 CimI FRAME. 5) USE SILICOwZEO ACRYLIC CAULK BEHIND WINDOW FN. 6) GLASS TmcKNESs MAY vARY PER REOU6(EMENTS OF ASTM E1300 CLASS CHARTS. SINGLE ZING IS SMOwM, NSULATING GLASS' ALSO OUALfFY7. 7) FLORIOA EXTRUDERS 2000 SERIES FIXED PICTURE wtN00w IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ExTRUDERS ISOO AND 1000 SERIES FNCTURE WINDOW. B B) SPACE INSTALLATION ANCHORS At 6" MAX. FROM CORNEAS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITYOFINSTALLATIONS, WT- ANCHOR SPACIMGASSTATED. IS 70.0 PSF FOR ALL AvA& ABLE SIZES UP TO 73' X 71' OR 63' X 95" OR 119" X 37-3/H' LUX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION . INSTALLATION SHEETS FOR RECIREMENTS. JDATE: CORP.. 250 TERMAT= 2 SCALE: N. T. S.iDwG.: FLEX0030 250. LAKE WARY. FLORIDA 12746 PHONE A07 WS-0365 FAX 107 7 CONCRETE ORMASONRYOPENING By OTHERS ONE BY vGGDBUCKBYOTHERS CAULK D£TV£EN WINDOW FLAI4UELW1e0BUCK STUCCO J IT OTHERS PERIMETER CAULK By GTHERS GLASS (TIP.) SEE NOTES) VxVINDOV EIGHT) PERIMETER CAULK BY OTHERS a CAULK BETWEEN VINDOV FLANGE L PRECAST SILL V/VLAKEM 116 ADHESIVE CAULK OR APRV'D. EDL. INSTALLATION ANCHOR 3/16' DIA. TAPCON WGOD BUCK L HAS'Y. OPENING BY OTtERi GLASS (T7P;)., 1.114' HIM. (SEE NOTES) 4, EMBEDMENT F A' A tBs SHIM As REIM waive A Q 1/4' NNX. SEE NOTES) 5 MAID . FLANGE TYPE VINDOV FRAME iP GLAZED VINYL W.W. FGLAZINGDEAD D.M. / DUCK / HEIGHT) B B RIDGED VINYL r1 GLAZING BEAD W.H. D.v. BUCK VIDTH) SHIN AS REO•D. 1/4' MAX. SEE NOTES) RIDGED VINYL GLAZING DEAD fit 1-11" "1' CONCRETE OR HAl2NRY GPENING By OTHER; v INSTALLATION ANCHOR 3/16' DIa..TAPCON O 17 OHf BY WOOD BUCKBBY OTHERS FLANGE TYPE v YINDOV FRAME CAULK BETWEEN WINDOW FLANGE P£Ri"tcTER L Y00D DUCK CAE KCAULK BETWEEN 8rGTAERSWOOD BUCK L Y. V. Hwt. OPENING cviNDQv WIDTH) I 6Y OTHERS STUCCO BY OTHERS SECTION B—B 24' = TMAX (TTPJ FLANGE TYPE VINDOV FRANK 6' MAX. (TIP.) A ELEVATION i VIEWED FROM .EXTERIOR a ( IQPRECAST SILL BY OTHERS SECTION A—A_o 1OTES, M AS REO'0. AT EACH INSTALLATION AWMM. MAX. ALLOWABLE SMM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL. ALUMINUM ALLOY 6063. 3) 3/16, OLk TAPCON IMSTALLATK)N ANCHORS MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENTOF1-1/4' INTO MASONRY OR CONCRETE. 4) USE SKICONIZED ACRYL.K CAULK BEHIND 1P.NDOWFLANGE AT HEAD B JAMBS. SILL MUST BE ATTACHEDTOTHESUBSTRATEWITHVULKEM116ADHESIVECAULKORAP--E0 ED(AL. 5) USE SX.ICONIZEO ACRTLK CAULK FOR PERIMETER SEAL AROUND EKTERKOR OF WINDOW FLANGE. NEXT tARGER SIZE FORSI ANOT ROPMATEDES.GN SURE REO'DLISTED INANCHORCKART. USE . HOR TRT LISTED WITH 7) GLASS THICKNESS MAY VARY PER THE REOUIR£MENTS OF ASTM E1300 GLASS CHARTS.. B) WHERESPACINGBETWEENTAPCONANCHORSEXCEEDS24IN. O.C.. l8 SCREWS"OF SUFFICENT LTN. TOPROVIDEMIN. 5/0 IN. EMBEDMENT INTO WOOD BUCK SHOULD BE INSTALLED. B) FLORIDAEXTRUDERSIOOCSERIESFILLEDw.NDOW 15SHOWN(. T10S PRINT ALSO APPLIES TO THE FLOROA EXTRUDERS2000SERIESF(YED WINDOWS. ..—. 10) SEEBACKO: THK SKI. FOR INSTL'N AN01OR REOUe1EMENTS, 11) APPLKATIONOFVt7LKEM116ADHESIVECAULKATFRAMESILLMustCOMPLY WITH BEACON•• MANUFACTURER'SRECOMMENDATIONS. 12) WHEREWINDOWIS,(STALLED IN MASONRY OPENING WITH A STRUCTUAL Two BY WOOD BUCX. USE /toSCREwS.OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' MIN. EMBEDMENT. 13) WINDOWUNITSCANBEmv-LEO TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. INTERNATIONAL. I\ C FLORIDA EXTRUDERSSANFORD, FLORIDA TITLE: INSTALLATION D=TAIL 11/ ONE BY BUCK FIxED FLANGE 1+IND3v — SERIES 1000 L 2000 DRAWV BY: BB AP ROVED BY: Z 12W2 DATE:10/22/01 (SCALE: NTS bWG.: FLEx0018 S(EET 1 Q' 2 PIMPAKD 6Y:' PR000CI TCCK"MOOT CDAP.. ZSO *TOwAT0"L Kwr. RITE M. r{ArHKaA, ROILOA 327s6 PHONE 407 BOS-0365 !AK 407 DCS•:366 I' MIN. EMBEDMENT SHEATHINGCAULKBET)' H TWO BY WOOD WINDDY F BY OTHERS SHEAT SHIM AS INSTALLATION WIC f NOTES) ES) RB vCOD SC/ STUCCOBr OTHERS1/.' MAX. PERSHIM SPACE HT FIN TYPE WINDOW FRANC HEADER GLAZING (TYP.) SEE NOTES) WINDOW HEIGHT GLAZING (TYP.) SEE NOTES) FIN TYPE WINDOW FRAMEIxSIWIRBLESILLPERIMETERSTOOLCAULKBYOTHERSITOTHERS IN$TALLA'ION AHKhM R8 WOOD SCREW STUCCO BY OTHERS CALILK -BETWEEN WINDOW FIN SHEATMNG L SHEATHING By DIME SECTION A —A TWO BY WOOD BY OTHERS 1'M1N. EMBEDMENT VINDCV WIDTH I/A' MAX. SHIM SPACE SH:M AS REO'D. TWO By WOOD cSEE NOTES) STUD BY OTHERS CEWFLALcr_wnItSp!•W u Alai, P MILL EM'aED1LMi GLAZING E (TYP li' lit]ytt tSEE NOTES) SHEATHING BY OTHERS CAULK BETWEEN WINDOW r IN 8 B 24' D.C. MAX. (TYP.) EOUALLY SPACE WINDOW ANCHORS (TYP-) T- LA/ H(EtGHT A 611 <7YP.> 6' NAx. (TYP.) ELEVATION MEWED FROM EXTERIOR REVI DESCRIPTION DATE Baca- 1, T A A IrA=l {l.UiCRING- IKC 2S0 FIN TYPE viNww FIN WINDOW FRAME L SHEATHINGJAMB PERIMETER INSTALLATION ANCHOR CA•7lK R8 WOOD SCREWByOTHERS STUCCO BY OTHERS SECTION B-B NOTES 1M AS REO'D. AT EACH INSTALLATKA( ANCHOR. MAX. ALLOWABLE SNVA SACK 70 BE 1/4% -. 2) WINDOW FRAME MATERIAL- ALUMINUM ALLOY 6061 - 3) INSTALtATHON ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EMBEDMENT OF I' INTO WOOD BUCK. s) USE SUXONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT MEAD. SILL & JAM?S. S) USE SILICONHZED ACRYLIC CALI K FOR PERIMETER SEAL AROUND EXTERIOR OF wNDOw FRAME. 6) IF EXACT wINDOw SIZE 6 NOT LISTED IN AmCcCIR CHART. USE ANCHOR OUA\fitY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE P.EOURE(MEMTS OF ASTM E1300 CLASS CHARTS. 6) FLORIDA EXTRUDERS 10D0 SERIES SINGLE HUNG IS SHDWN- THIS PRINT ALSO APPLIES TO THE FLORIDA ETR DERS t500 AND 2000 SERIES SING_- HUNG WINDOWS. FLORIDA EXTRUDERS ' ERNATIONAL. INC. SANFoD. FLORIDA TITLE: INSTALLATI2N !;ETA!! W/I19 SCREWS SING-' L HUNG FIN WINDOW - SERIES 1000,1500, 6 2000 DRAWN BY:B3 APPROVED 8Y: DATE: 12/13/0 1 ;SCALE:N.7 S IDWG..FLEX0026 SHT 1 OF 2 MIAL XWT.. SUIT[ 2%. :AT„R_i. r.DRI!r 32716 H0-t407 80-0363 FAX $61 WS-03" R ONE BY WOOD BUCK Br OTMERS CAULK BETWEENWINDOWFLANGE - L WOOD BUCK STUCCO JBYOTHERS PERIMETER CAULK By OTHERS RIGID WD4n GLAZING BEAD TYP.) CAULK BETWEEN cBUCK WIDTH) CONCRETE OR WOOD BUCK L MASONRY OPENING mAS'Y, OPENING INSTALLATION ANCHORByOTHERSBYOTHERSONEITWOOD3/16' DIA. TAPCON BUCK By OTHERS 1 H 1-1/4' HIM. SHIM AS REO'DEMBEDMENT RIGID- VINYL cSE£ NOTES) I__.. GLAZING BEAD I.lt' LLATION ANCHOR (TT!) SHIM AS REO'D.: 114• MAX. SEE NOTES) FLANGE TYPE WINDOW rRANE HEADER GLASSTTP) (SEE NOTES) GLASS cTYPxSEE NOTES) 1-1/4' KIM EMBEDMCNT D. 71 O FLANGE ANC WINDOW FRANC , JAMB CAULK BETWEEN pWINDOWFLANGEPERIMEZLWOODBUCKCABTOTH W.W. cWINpOW WIDTa 1 BUCK HEIGHT) CAULK BETWEEN WINDOW FLANGE L PRECAST SILL v/ ULr-O 0. 116 ADHESIVE SECTION B—BCAL6JC, OR APRv'E FLANGE TYPE PERIMETER WINDOW FRAME CAULK SAL BY OTHERS OI. CAULK BETWEEN WOOD BUCK L MAS'7. OPENING BY OTHERS CONCRETE OR 44ASd6(T OPENING BY OTHERS uINDICATES W.W. ITPRECASTSALe By OTHERS FA A B C O SECTION A —A 4 A. 1iSHIM AS REO"D. AT EACH INSTALLATION ANCHOR. MAX, ALLOWABLE DSHIMSTACKTOBE1/4, E y y ALLOY 6063, 2) w1MDO1F MIO NE MATE BE3) WSTALLLT9DIN ANCHg1 MUST OF SUFFICIENT ITN. TO ACHIEVE MIN. EMOED MENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE Sceom 2ED ACRYLIC CAULK ]BEHIND, wINDOw FLANGE AT HEAD @ JAMBS. SILL LUST SE ATTACHED TO THE SUSSTWE WITH J B pKp L0 vuucESLICTONIZED ACRYLIC CAULK FOR PSIVECAULKORERRIMETEiSEALAROUNDW.H. 5) USE EXTERIOR OF WINDOW FLANGE. F 6) IF EXACT w1NDOw SIZE IS NOT LISTED IN ANCHOR CHART. USE 0 y G w1TH NEXT LARGER SIZE. FOR THEANCHOROUANTITYLIVED APPROPRIATE DESIGN PRESSURE REWD. OF ASTM V 7) GLASS T"*cMESS MAY VARY PER THE REOLOREMENTS E1300 GLASS CHARTS. S) Lr-M DESIGNATIONS ON THE TAPCON LOCATION CHART TTHIE H C ! ^r TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMS SIZE SIZE 3O; To 4OIKr AIov TO 70PSF 3Cosr TO 4009 4:ASr TO 7yw 12 f9 1/0 x 25 B B r.G f.0 13 IS 1/3 x. 37 3/8 8 B r.G F.G 14 IS 1/9 x 49 S// B B FG fG 145 19 1/8 X 33 1/4 B B FG F,0 15 19 1/3 192 @ B rG - F,G 16 19 1/6 x 71 B 8 F.G r.GrJ 17 f 1 I R F 1"2 25 1/2 x ri B @ 1H3 25 1/2 x 37 US B @ FA F,G Im. 25 1/2 X 49 S/e B B F,G 1M45 25 1/2 x 55 1/4 p e F'c 1M5 25 1/2 x 62 8 B F.G r.G,MJ 1146 25 1/2 x 71 g @ FG P.C.") IM7 25 in 193, B a F,CJJ( F,C-L 30 1/2 . 26 30 In 39 3/5 29 1/2 x 25 29 1/2 137 3/8 p @ rc iG 30 1/2 . 50 5/8 29 1/2 x 49 5/3 8 B FG F.G.mi 30 1/2 . 56 1/4 29 1/2 x 55 1/4 p B F.GF.0 F,Gm.; FG."i301/2 . 63 30 1/2 . 72 29 1/2 x 62 29 1/1 x 71 BB @@ F.G,MJ FGJ+J 30 i . 6.. 29 1 % e1 D B F.CJJ( r.W.K 2223 36 K 25 36 x 32.3/6 B B F.G FA 24 36 49 5/9 BB Bp FGF.c i.C.mi F,Gi i24525361551/4 36 % 62 B p FGJ4J FGJJ 26 36 x 71 B 6 FGJU D"A'"i 7 36 x 93 @ g F.GJ.K F.G.M.IJ.< 42 x 26 42 . 36 3/8 41 X 25 1 x 31 3/9 B B fG F.GJ4J a2 a SO S/9 N x of 1" B@ BB FA FG,I.I fGJV f.G.MJ42 . 56 1/4 42 x 63 41 x SS 1/4 41 X 62 B 9 rA hi D.E.FGJ•J 42 , 72 41 111 B B FG;MJ O.EF.Cri a • 4 41 11 13 rG .K f,O.MJJlL A6 a 26 3 . 39 3/3 47 X 25 7 x 37 3/9 B A.0A.0 FA F,GM2 46 . 50 5/3 47 X .9 5/8 pB A.0A.0 F.G iG.nJ iG.H'J F.CJJ4e. 56 1/4 46 + 63 47 x SS 1/• F.G.n l 46 . 72 47 x ii @ A.0 FG.MJ D.EFG.J a s 47 X 93 0 A e. F 32 32 1/0 x 25 B A.0 F.GF,G F.GF.G.r..13334521/9 X 37 3/8 52 1/9 x 49 3/8 BB A.0A.0 FG.MJ F,GJIJ 345 52 1/8 x 55 1/4 g A.0 FG.MJ D.UG.Kl 35 52 1/9 x 92 B A.0 FG.M.1 D.EF.GrJ S6 52 1/3 It 71 g AC F C)4J O.E FGiv 37 52 1/0 x 63 B C F,GJ.K D.Ef.GJ.KJ,K 37 SIZE NOT AVMLABLE IN 1000 OR 3500 SERIES. WHERE TAPCON ANCHORS •ARE TO BE INSTALLED w1YN EXTERIOR ELEYIATION AS A KEY. NA„ _ S INTERNATIONAL, INC B) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SMOULO K. F4L.ED w1TH /6'SCRM OF SUFFICIENT LTH. To PROv)OE WK 5/8 W. EMBEDMENT INTO WOOD SLICK. A 1D) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG 15 SHOWN. THIS PRINT ALSO APPLIES TO THE FLOR04 EXTRUDERS 1500 AND 2" ELEVATIONSERIESSINGLEHUNDS. 11) WHERE WIDOW IS NSTAUED IN MASONRY OPENING WITH A SURUCTWIL LENGTH TOAD BUCK.. USE - M . REWSEMBEDMENTOF VIEWED FROM EXTERIORSUFFICIENTLENGTHTOACHIEVE1-3/p- MIN. EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. FLflRIDA EXTRUDER SANFORD, FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE VINDOWS - SERIES 1000 , 1500 L ?GOO DRAWN BY: BB APPROVED BY: e • DATE: 10/09/01 SCALE: NTS DWG.: FLEX0016 r.EaAAEO e•: PNi00YC7 A AP t"T10n Ens.KEIaNG. -C., 2W xrtEKGutKNAL PKY.. WYE 250..uTM*., r O-C- I2746 p o.E 407 M-0365 Fs 407 SC5-0366 CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD BUGS STUCCO BY OTHERS PERIMETER CAULK Wit 8Y OTHERS WINDOWHEIGHT) GLASS (TTP.) SEE NOTES) PERIMCTER CAULK 8T OTHERS CAULK BEtvEEn WOOD INSTALLATION ANCHOR ONE BY WOOD CONCRETE OR MASONRY OPENINGBUCKBYQNIEIT\7BUCKLMAS'Y. OPENING 3/15' DTA.. TAPCON BY OTHERS BY OTHERS B.v, BUCK WIDTH) 2-114• MIl C xw.f a• SHIM D fl 1-1/4• MIN. FLANGE TYPE SPACE MAX. EMBEDMENT VINDDV FRAME SHIM AS RE" Q JAMB RSEE NOTES) INSTALLATION AAEHOP, 3/16'_D1A TAPCON I/s• SHINL. 0.... SPACE MAX.. RIGID vIN•L GLAZING BEAD IGLASS I I. 70.) SEE NOTES) c SHIMHEM AS REO'D I - BA CAULK BETWEEN BUCK WINDOW FLANGE FLANGE TYPE HEIGHT) t WOOD DUCK v WINDOW FRANC PERIMETERHEADER RIGID VINYL GLAZING BEAD TYP.) FLANGE TYPE WINDOW FRANC SILL CAULK BETWEEN C C WINDOW FLANGE VLPRECASTSILL W/VULKEN 116 PRECAST SILL SECTION A -AADHESIVECAULKBYOTHERS OR APROVED EOL W.W. qrB C AD W. H. u TION AA EXTERIOR CAULK STUCCO BY OTHERS BY OTHERS W. W. WINDOW VIDTM) CAULK BETWEEN - OCK L SECTIONB-S *. OPENING NOTES. BY OTHERS I) SWu AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EMBEOAENTOF1-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICO(iZED ACRYLIC CAULK SEM1ND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VUL(EM 116 ADHESIVE CAUL( OR APPROVED EOUAL. 5) USE SILICONZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) F EXACT %wNDOw SIZE IS NOT LISTED IN ANCHOR COURT, USE ANCHOR OUAMM LISTED WITH NEXT LARGER SIZE. FOP. THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE RZOUIREMENTS OF ASTM E1300 GLASS 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CK;RT INDICATE WHERETAPCONAM0IORSAREt0BEINSTAII.EDWHEN USING THE Exr~ E'„/AT10N AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH /B SCREWS OF SUFFICIENT LTH. TO PROVIDE M. N. 5/3 IN. EMBEDMENT INTO WOOD BUCK. 10) APPLICATION OF WLKEM 116 ADHESIVE CAULK AT FRAME SILL MUST CoMPLY WITH SEALANT MANuFACTLRER'S PECOMMENDATAMS. I:) ONE ADDITIONAL FIELD OP.LLED & INSTALLED ANCHOP IS REO'0. IN EACH JAMB ON THE FOLLOWING SIZES, 'D25' (73 Y 62). -D26- 73 x- 71). '5,6M6OM- (65 x71). CI-60u60M' (71 X7t). PLACE ANCHOR BETWEEN ANCHORS G AND I AND BETWEEN ANCHORS 'M AND J' OVER 55 PSF ONLY. 12) WHERE WINDOW IS INSTALLED IN MASONPI OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE 110 SCREWS OF SUFFICIEM- LENGTH TO F- FACMif1E 1-3/8- MIN. EMBEDMENT AT AL INSTALLATION FASTENER LOCATIONS. ON SIZES NOTED IN NOTE !:I ADD A 7/0 SCREW 1y IANCMORTO EACH JAme FOR NOTED OESGN PRESSWiEi. 111 BX.A&MIUAL FLC-aZ Db? 3WWAMMM NAM ! PFfGAAfL a, PAyR/T L A PLICATWN El CALL TIP TO LVI.A!IVN, IN neAV LUI.AI N'.. iN JAMO SIZE TIP u TO o+ v r0 o TF r0 ASF TOTO 60V TO 5 7 1M2 26 1/2 X 26 C C C G n G.M G,M tM3 26 1/2 X 38 3/t C C C G.M G n GmtMa 26 1/2 X 50 S/b C C C 0.M G:M G^u t HiaS 26 1/2 X 56 Ip C C C G'M Gm GJ1JJ iM5 26. 1/2 x 61 C C C GJ1 G,MJ.J G*J.J IM6 26 / 2 X 72 C C C G.M C.MJ,J GM)J ilX... 23 37 x 36 3/8 C C . t..... C mG.M ti. G.MG.H 24 37 x 50 5/1 C C C c.M G.MJJ I G..J.J 245 37 X 56 1/- C C C GJ1 G,MJ.J G ,.I.J 25 37 x 63 C C C G,H G nJ.J C -JJ 26 7 X 72 C C C G.MJJ G.MJ,J E.F.CHJJ 321/ o X a n k A 3353 1/t x 3D 3/s C B.0 D.c G N GJIG."JJ 34 53 1/5 X 5o 5/8 C B.0 C GJ+ G.HJJ G.HJJ 34553 1/1 X 56 1/4 C B.0 0 e.0 GJ1J'J G.NJJ G.MJJ F 35 3953 1/ 3 X 63 7 t X 72 C C B.0 B.0B.0 G.MJJ G,MJJ E.F,WIJJ f C. MJJ f FGJIJJ 2 023 74X 38 3/t e.0 B.0 AB:C,C GmG.MJJ G.MJJ 02s a 7 X5/ B.0 B.0 1, B.C.0GJ(JJ G.MJJ E.F.G.MJJ 0245 74 x 56 1 /4 B.0 B.0 A-B.C.0GMJJ F,GJIJJ E.F,i,.JtJJ D2574 x 63 e.0 B.0 A.5.C.0c.MJJ E,F.GJI.IJ EA.G,HJJ• e 74 X 72 e.c B.0 A.3 CA C.MJJ Ei.G m t.J i.G.MJJ• DyiDy 4 % 24 24 x 36 C C C Gm C.M G.M 20M30M 20M40M2• x 48 C C C G.H GJ1 G.M 20Ma6u 24 X 54 C C C cm Gm C.MJ.J 20MSOM 24 X 60 C C C 0.11 C." G.M.IJ e a 7. C C C G r. GM.JJ I 30M20M 36 X 24 m 30u30M 36 X 36 C C C G.H G.H G,n 3OM40M 36 X 4- C C C G.M C,MJJ G nJJ 3OM46M36 X 54 C C C Gil Will GJ1.IJ 3Wa50M 36 x 60 C C C G.M GJIJJ G.M.IJ 3OMb0M 36 x 72 C C C G.HJJ C.MJJ f,F,G.M,1.J 40M30M 48 X 36 C C 9.0 G:M CJI GJ1JJ 4OM40M 46 x 48 C C e.0 C." G.MJJ G'MJJ AOM46M 48 X S4 C C B.0 I GmGJUJ G,H.IJ 4OM50M 48 x 60 C C 9.0 C MJJ C.MJJ E.F,Gm.040M60M 48 x 72 C C D.0 C.n I J E.i G XIJ f M t 4 a. 1. M M M 46)N30) N 54 x 36 C 9,C D,C GJI G.M G.MJ.J 46M40M 54 X 48 C B.0 B.0 GM GJIJJ G.H" 46M46M 54 It 54 C e.c B.0 G.MJJ C.MJJ EfJI.M u 46M50M 54 X 60 C B,G. e.0 G.MJJ OJIJJ E.F.GJ/JJ4. X C C M 1 F. 1 FCAIJ OMF60 X 4 BA; GJ1 G.M G.M 50M30M X 36 C 9.0 GJI G!I CJIIJ 5OU40M x 48 C B.0 e.0 G.M cJ1JJ GJ1JJ 50M46M x 54 C B.0 S.0 G•MJJ G.MJJ E.F.C.MJJ 50M5OM x 60 C 8.0 E.0 G.MJJ CJ1JJ E.F.G.PW SW6oM X 72 C 8.0 B.0 G.HJJ. f.F.GfiL1J F.CMJJ S6M3OM66 X 36 B.0 B.0 A,9a GJ+ 0.M G MJJ 56MAOM 66 X AS -e : B.0 A.=,C. G M C,HJJ GJ1.IJ 56 W6u 66 x 54 e.0 9.0 A.S.C.- G HJJ G.HJJ E i C.MJJ 66 X 60 E.0 B.0 A_3.C,Z c HJJ E,F.CJ'UJ f F.G.HJJ 5 66 X 72 B c 6.0 A .C.: G. E. m,t.j EG:M I i X J. 60Ms0M 72 x 36 ex B c A.3:C.: G.M G.M GNJJ 60MMu 72 x A8 EX 94 A.B.C. GJ1 G MjJ GMJJ 60MabM 72 X 54 e c B: A.-'.C.: G M I.J GJIJ.J E G.MJA 60MS0M 72 x 6C E c B.0 A.--.C.: C M IJ E.F.GJ/JJ E.F.S M.IJ72 x 72 B.0 B.0 Aix.: C.M,U ! f.F G.M;I.J F C M IADDITIONAL AN_ HORS RE^4'D. ScE NJTE 11 INTERNATIONAL, AFo1FLIDAFLORIDA EXTRliDERSN. OR TITLE: INSTALLATION DETAIL U/ TAPCONS HORZ. SLIDING FLANO_ WINDOW - SEP.t.ES 1000 DRAWN BY: BB APPROVED BY: MIR. DATe: 10/23/01 SCALE NTS DWG.: FLEX00-20 k:N;. :; 1i e3 W.25CIMTEW",Mhvt_J:T Y B325:C 25. M4 y Q SMEAtn(NG CAULK HETVEEN BY OTHERS W,NDGW FTN L SHEATHING INSTALLATION AMCNOR as SCREW STUCCO OR SIDINGRS PERIMETER I CAULK. DY Ot)ERS GLAZING (TYP.) SEE NOTE 7) WINDOW MEIGMT PERIMETER CAULK — IT OTHERS TWO By WOOD 1• MIN ,F yr OTHERSEHSE7HEnT. IV 1 i4' MAX. SHIN SPACE SHIN AS REO•D. FIN TYPE (SEE NOTES) WINDOW FRAME HEADER f— WINDOW WIDTH 1/4' MAX. SHIN SPACE Two WOOD By OTHERS SHIM AS REO'D. SEE NOTES) GLAZING (TYPJ SEE NOTE 7) VINDOV VIDTN 2(, O.C.FIN TYPE WINDOW MAX. FRAME JAMB TYP.) A V IND / Y SPACE FIN TYPE , HEIW(T / ANCHORS (TYP.) WINDOW FaANE. B { SILLtS j1 MARBLE SILL A STOOL BY 24' D.C. (TYP_) OTHERS NAx. (TYP.) 6' NAX.(TYP1 1/A' MAX. SWIM SPACE INSTALLATION I. ANC R aB uREW SHIM AS REO•D. STUCCO OR (SEE NOTES) SIDING Br OTHERS CAUL( BCTWEENWINDOWFIN •. $NEATMING 1'11IN t p(EATMING IT OTHERS ENBEDMIENT D By OTHERS SECTION A —A PCR"NCTCR CCD EAULKLKBYCT_RS OR SIDING BY OTHERS SECTION B—B CAULK HETvEEN WINDOW FIN t SMEATHING 1' MIN. EMBEDMENT i SHEATHING By OTHERS MON R3 SCREW 1) SHIA AS REO'D. ADJACENT TO EACH INSTA:uDON ANCHOR. MAX. ALLOwABIE SHIM STACK TO BE 1/4 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST, BE OF SUFFICIENT VM. TOACgIEvEMINI. EMBEDMENT OF 1' INTO WOOD FRAME MEMBER. A) USE SwCONIZED ACRYLIC CAULK BEHIND mNDOw FIN AT HEAD. SILL 6: EXTERIOR OF wINJAM8S- FOR PERIMETER SEAL AROUND VATI I =) USE SIUCONIZEO A.— uwLK d'i W1Ew D A x RIOR DOw FRAME. 6) GLASS THICKNESS MAY VA4Y PER THE REOU&EMENTS OF ASTM E1300 GLASS CHARTS. K. P!,• ^ fA„^. :. A " i ( ^ 7) INSTALL INSTALLCON FATENERS AT 6' MAX. FROM CORNERSi.1 .ta. ./'.....5.' 6. .'Ls. A..r AND MAX. 24 O.C. DESIGN PRESSURE. CAPACITY OF 77 +n}• INSTALLATIONS wITH ANCr'.)R SPACING AS STATED. IS 70.0 PSF K.+ n.Y. J +1.: '11 j Al FOR ALL A•IAILAe: r SIZ_rS UP TO 1 19' X 49 5/8" MAX. r OEM ECrRu R buSM-1 RUE # NAL INCREDESCRIrrINDATEINIFLORIDAEXTRUDERS 'sarrFORD FLORIDA TITLE: INS'ALLATION DETAT.L W/ a8 SCREWS HORZ. SLIDING FIN WINDOW XOx CONFIGURATION- SERIES 1000 DRAWN BY: BB APPROVED BY: GtiV G DA7E:12/ 17/01 SCALE: N. T. S. DWG.: FLEX29LEE] YRCMAxLD fr: ROMT I, APPLICATKTN (NGIICC*04. IWG ZW INTERNA7D1uL KWT_ SKIT[ 250, r[AiH03W, _Da1DA k7si PrID{ •p7 D05-a3t5 FAX •07 8?5-035i, SHEATHING CAULK BETWEEN BY OTHERS WINDOW FIN L SHEATHING INSTALLATION ANCHOR as SCREW STUC_J OR SIDING By OTHERS PERXIER CAULK BY OTHERS GLAZING (ITP.) SEE NOTE 7) WINDOW HEIGHT PERIMETER CAULK BY OTHERS MN( TWO By WOOD DK14tj— /— BY OTHERS INSTALLATION DCR as SCREV STUC.,O OR Slot", BY OTHERS CAULK BETWEEN JWINDOWFEN mittiSHEATHINGSHEATHINGJEM3rDMENTBYOTHERS SECTION A -A W SM[H SP;.C£ SHIM AS REO'D. SEC NOTES) WINDOW WIDTH FIN TYPE y 1 O:C. WINDOW FRAME MAP. TTP.) HEADER 1 I A I-- r WINDOW EIGHT j EOUALLY SPACE ANCHORS y B TM) A 24 MC. B 1111 • MA)L16(TYP3 FIN TYPE MAx. <TTP1 j( WtNDOv FRAME 6' MAX. (TTPJSILL LEVATION VIEWED FROM LXTLRIOR MARBLE SILL STOOL By _ OTNERs:.:rr. _ram; •.:sA t'.s •4 li4 SHIM- SPACE MAX SHE" AS REO'D. SEE N Tr — two BY WOOD BY OTHERS WINDOW WIDTH TWO By WOOD BY OTHERS SHIM AS REO.O. - SEE NOTES) GLAZING (TTPJJ SEE NOTE 7) pERIr.E1ER CAULK By OTHERS FIN T` WINDOW STUCCO L7 SIDING By OTHERS SECTION B-B 1/4' MAX. SHIM SPACE CAULK BETWEEN vtNDOV FIN c SHEATHING SHEATHING IT OTHERS 43 SCREW 1' milt EmRED,Z4T f NOTTES 3) SHIM AS REO'O. ADJACENT I:) EACH INSTA.--AT" A•.CHCP. MAX. ALLOWA&E SHIM STACK TO BE 1/4. 2) WD(DOW FRAMC MATERIAL ALUMINUM ALLOT 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFiCirmT Lin. TO A_NEVE MIN. EMBEDMENT OF I - MO WOOD FRAME MEMBER. 4) USE SKJCONZED ACRYLIC CAULK BENNO w:NDow F;N A' HEAD. Su C JAMBS. S) USE SMLICONZED ACRYLIC CAUL( FOR PER-ETER SEA: AROUND EXTERIOR OF WINDOW FRAME. 6) CLASS THICKNESS MAY VAR& PER THE REC'JIIEMENtS Or ASIM E13W GLASS CHARTS.. 7) INSTALL INSTALLATION FASTENERS AT 6' MAx. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. Y!"H AVCHCR S-ACIw AS STATED. IS 70.0 PSF FOR ALL AVARABLE SIZES UP TO 73' x 71' ". IIMPARED BF R OMY l APPLICA:IDN [NGIN;LRI)IG. IN" ZW T-LPMiAiNLL IRVT.. :WILL CA. HEA-rOW. FLZW:r7A 3ZI4. —UM •:' wl w--- CONCRETE OR MASONRY OPENINGBYOTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD BUCK STUCCO j BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) - SEE NOTES) WIf4wvHEIGHT PERIMETER CAULK By OTHERS V 1 CAULK BETWEEN VINDOW FLANGE L PRECAST SILL W/VULKEM U6 ADHESIVE CAULK OR APROVED EOL. CNE Br WOOD CONCRETE OR DUCK BY OTHERS MA%Y OPENING CAULK BETWEEN WOOD eY OTHERS BUCK L MAS"Y. OPCNIMG BUCK VIDTM I-)/•• oft BY OTHERS aKycM1 SHIM AS REO'D. D INSTALLATION ANCHOR FLANGE TYPE 1/4' MAX. 3/16' DIAL TAPCON VINOOW FRAME (SEE NOTES) SHOWN (SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/t6• DIA. TAPCON SHOWN (SEE MOTE 91 p EMBEDMENT GLASS (T) E C ( SEE NOTES) LL \\ CAULK BETWEEN VY WINDOW FLANGE L WOOD BUCK PERIMETER SHIN AS RED'D. CAULK I/4' MAX. BY OTHERS SEE NOTES) WINDOv WIDTH FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK BETWEENHEADERSECTIONB—B A;. OPENING BY DTI4ERS Hub( HEIGHT IG WINDOW HGT. I K- FLANGE TYPE WINDOW FRAME SILL Q r--- WIn:DOw WTH. ELF VATION MEWLED FROM EXTERIOR C SILL STOOL * _ V HY OTTERS ©• PRECAST SILL By OILERS Ct j T r '! SECTION A —A iRAp_ - t 21 LW2 TAPCON LOCATION CHART CALL TIP TO I LOCATAONS N A, , LOCATION- IN JAM 500 ryF TO UP TO ToSIZETIP 022 74 X 26 C.0 C.0 LJ IJ D23 74 X 31 3/5 C.0 sx.O.E IJ.K.L IJ.K,LID2474XSOS/B CO c.D.E I.J.K.L 1/4 X 3603311061/4 X 36 3/3 I S.Ctr I .0.£ IJ.KI IJ.K.t nu 106 it. X so • 'A B.C.0 : I 4a.0 :-3 LJ.K.L O.n I.J K. T22 I X 6 1; IJ T23 1 X 36 3/1 BC.O A ^ALFCA LJ.K,L 1J.K.L T a ft, X /! e.C.D A LF IJ.K.L IJxl M2 120 A I ,L u.rt.L L43 I2D X 31 3/9 B.C.C.. Az.C.Oc F LJxI IJ.' , W 1 X B AB.C.0 A .C.D.Ef OJ11J.K: IJ K 6020 72 X 24 I.J 6030 72 X 36 CO s.C.Di 1.J I IJ.K.L Alma 7 a CAB.CA.E 1 IJxI11IJ.K.L 7020 34 X 24 Li I 7030 34 X 36 1 e.C.^ E I 9.C.D.E IJxl I IJ.K.L 7040a4= I B.C.- a 3.C.O.E I,J.K.L I,J,K.L 8020 96 X 24 6070 6 X 996B.C.E.: H.CJ).E 7Jxl I1.Kl X 4. B.C. E 3.CAE.F IJ.K. 9020 106 X 24 2• • U IJx.L 9030 10H X 36 B.C.D.T_ I 3.CAE IJ.K.L IJ.K.L C BC.- AS.C.D `.r 1 K I 10020 t20 X 24 c IJ IJ.K,L t0030 I 720 X 36 B.C.CF I B.C.O.E.FIJxI I,J:K.L 10040 120 X 46 B.C.C.- s.C.O.E rIJ.K.L I. K.L NOTES: t) SHIM AS REO•D. AT EA=, INSTA_aTION ANCHOR. M:JI. ALLOWABLE SMw STACK TO BE 1/4•. 2) WINDOW FRAME VATERu_: ALULrvw A:LOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFIC,ENT LIM. TO ACHIEVE YIN. EMBEDMENT 'OF 1-1 /4' INTO MASONRY OR CONCRETE. 4) USE SIuC:0NIZED ACRrvC CAULK BEHIND WINDOW F:AMGE AT HEAD 6: JAMBS. SILL MUST BE ATTACHED TO THE SUSSTIUTE WITH VULKEM 116 AOHESWE CAULK OR APPROVED EWA- H S) USE S1UCowzED AcRr- CAir-KFOR PERIMETER SEAL AROUND EKt£RIOR 1 OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS MOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY. USTEO WITH NEXT LARGER SIZE. FOR TM.--- APPROPRIATE DESIGN PRESSURE REOD.. J B 7) CLASS THICKNESS MAY WARY ?-R THE R£OUIREMEN S OF ASTM E1300 CLASS CHARTS. B) LETTER 0ES*kAT10i4S ON THE TAPCGN LOCATION C AR'. INDICATE WHERE TAPCON ANCHORS ARE TO BE IMSTALLED WHEN tit-mGTHE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIEo oOUS IW7 DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED W' /e S:REIYS OF SuFFoV,7 LTH. TO PROVIDE MBA. 5/2 IN, EMSEDW-'.T INS':' W000 9UCK. 10) APPUCAT ION Or VULKEv IIE a.:-1ESNE CAULK AT 'RAME SILL MUST COMPLY WPM SEALAN- MANUFa:TUPE?'S RECOMMENDAT.O(S.. ' 11) WHERE W94DOW IS INVALLED m MASONRY OPEwNG WITH A STRUCTUAL TWO B•BUCK. USE /'0 SCR-rS OF SUFFICIENT .-NOTH TO M_HiEvE1- 3/8_ MIN. EM9EDM->.T A; A_L IN5"ALLATION FAVENER LOCATIONS. PKVT., 3:TE 234 HCA'--jv. F. 13A 12746 0-.LONE 07 W-0365 F4I 40 a A o' Aun WINDOWS BY FLORIDA EXT S TEST REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" X 72" SER, 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW NCTL-210-1949-2 48 1/2" X 84 1/2" .SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE. HUNG NCTL-210-2344-1 72" X 72" NCTL-210-2678-1 108" X 72" SER. 2000 FIXED WINDOW 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. 80AFTE5T Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 mitemasters.xls pAGE DESCRIPTION DRAWING ar / REPORT # SERIES INDEX MASTER FILE NUMBER 1 1 ItNSTALLATION DETAIL W/ TAPCONS HOFM SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEXOM 1000 . 2 • IINSTAUATpN DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028- 1000 3 INDEX 4 INDEX ! `, 6 JINSTALLATION DETAIL Wf#8 SCREWS HORZ SLIDING FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 liNSTALLATION DETAIL WrrAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBERS INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS IFLEX0029 IFLEX0020 IFLEX0016 1000 11000 11000,1600 a 2000 6 INDEX .MASTER 7 JINSTALLATION DETAIL WNS SCREWS FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY SUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 . 11000,1600 S 2000 1000 8 2000 8 INSTALLATION DETAIL WM WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 10001750 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000 1750 & 2000 11 FIN INSTALLATION: DETAIL DESIGNER FIXED WINDOW INDEX .,MASTER FILE NUMBER 5 12 ISUDINO GLASS DOOR INSTALLATION WITH TAPCONS FLEX003T IFLEX0021 1000,1760 & 2000 1500,1000 & 2000 13 INDEX . 14 ISUD114G GLASS DOOR INSTALLATION WITH #8 SCREWS MASTER fU NUMBER FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES JFLEXM7 1HMFINTR 1500,1000 S 2000 1000 / 1600 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE -CAPACITIES 1HMFLGTR 100011600 if FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 1$ FIN HORIZONTAL MULLION SECTIONS / DESIGN` PRESSURE. CAPACITIES, 1HMFIV 1000 / 1500 19 FLANGE HORIZONTAL MULLION SECTIONSI DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1.500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IIVMFIN 1000 11600 21 FLANGE VERTICAL MULLION SECTIONS /DESIGN PRESSURE CAPACITIES j1VM1FLG 100011500 22 ' INDEX'-'. 23. FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES J1VMHMFLG MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1100011600 2HMFINTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWINHORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLOTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGI HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 12HMFLO 12000 30 FIN VE #AULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 12000 31 FLANGE VERTIQ4AL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFLO 12000 PLANS REVIEWED CITY OF SANFORD mNem"tem0s 19650-5H4 1749A OR B - D1 I I 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. 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 4.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. U-UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERALYBRAC14G AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2X4 (Al) = 2X4 (Al) 12-7-0 2X401 0-(? I< 5-2-0 I 5-2-0 I 10-4-0 Over 2 Supports R-442 W-4" U-300 R-438 W-3" U-300 PLT TYP. Alpine TPI-95 R Design Criteria: TPI Q Q Q Q "WARNING" TRUSSES REOUIRf EXTREME CARE IN FABRICATION, MARDLiNG, SNIPPING, INSTALLING AND BRACING. REFER TO 1118-91 '(HANDLING INSTALLING AND BRACING), PUBLISHED B. IP1 (TRUSS PLATE Q ^ INSTITUTE, 583 D'ONOf10 DR., SUITE P00, MADISDN. R1 53719). FOR SAFETY PRACTICES PRIOR 10 Pf RFOAMIN6 IUESE FUNCIIONS. UNIESS 0IMfTEN ISE IND ICATEO, TOP CHORD SHALT H,-VE PRUPERIY ATTACHED 51RUCTURAI PANELS, BOTTOM CHORD SHAti. HAVE A PROPERLY ATTACHED RIGID CEILING. L—J L—J " iMPOR UNI'- FURNISH A COPY Of 11115 DESIGN 10 THE INSTALLATION COM7NAC:Ofi. ALPINE ENGINEERED o ALPINE PNDDUCIS, INC. SHALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH 191; OR FABRICATING, HANDIING, SHIPPING, INSTALLATION OR BRACING DF TRUSSES. '"IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATTONAI. DESIGN SPECIE ICAIION PUBLI SIZED BY IRE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TRUSS RUS_ SCDMNE CICI ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNIESS OIMERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER r I I 1 I 1 ' I ISN AWI NGS I3I1, 1" AND 140 A I. AN INI,INII N'SSI Al DIE 11N5 DRAWING APP111% UNIT III Jill III SIGN 1 IDIn11INut. D11.11II11 HE NI AND %HAII NHI NI NII 1111 III'1tN IN ANT! 111111N MAY, 1bB DEC a 4 Walter P. Finn, P.E. No. 22839' FL/1/-/-/ E TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR . F_ AC_ ._ 1.25 SVAL I NG Tel . 0" 11 DI Scale—. 375"/ Ft. REF R081-- 76783 DATE 05/ 21/97 D R W HCUSROBI 97141155 HC-ENG FLA/WPF SEON - 3881 FROM PFH A A A A A 19650-5114 1749A OR B - D2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S 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 L1240 TOTAL LOAD. THIS GABLE END WILL SUPPORT UP TO 8" 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. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 0-4-3 4 X 4 =-- 5 2X4 2X4 5 2X4 111 2X4 0 2X4 M 2X4 (Al) 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. U—UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERALYBRACIIG 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 EID SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PRQVIDE 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. 2X4 (Al) = L- 5-2-0 I 5-2-0 I FE 10-4-0 Over 2 Supports R-440 W-12" U-300 0 7 0 R-330 PLF W=1-4-0 U-300 LE PLT TYP. Alpine TPI-95 R Design Criteria: TPI 18.1b8 FL 1 E BR ACING, REFERTOMIN ES QUiR(NAND 1N6 INSTALLI% AND BRACING) HANDLING. SSED BYSHIPPING, TPI INSTALLING TRUSS PLATE TC LL 20.0 PSF O O IC ST ITUTE, 5B3D'ONDf10 DR., SUITE 200, MADISO 1. YI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fuNC710NS. UNLESS OTNERYI SE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACKED TC DL 7 . P S F Q S7RUCTURhL PANELS, BOTTOM CHORD SMALL nAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY Of THIS DESIGN 10 THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED t4 U C D L 0 1 O. V P S F O T ALPINE TIZUS ' O PR°° UCIS, '"`, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BU IID THE TRUSSES IN CONFORMANCE WITH TPI; 0R FABRICATING, IIANOLING, SHIPPING, INSTALIATION OR BRACING Of INUSS£S. ]"IS DESIGN CONFORMS MIT" APPLICABLE PROVISIONS Of NDS (RATIONAL DESIGNSPEC TPI. ALPINECONNfCIDRS1 AlfONPMADE SOf020GABY TASTM A653HEAGR37RGAIVESTANSTEEL. EXCEDPAPERPT' ASINOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. All) tlMIfSS OTHERWISE LOC AT(D ON THIS DESIGN. POSITION CONNECTORS PER 01AIIINGS ILO, 156 All) 160 A f AN IAGINIIR'S 'I AI ON INIS INLAYING APPIitS OMIT 10 1111 1"SIG,N IN114' fNPir lift) I)NI All)NAZI NIII ni 0!11111 Net# IN AN( u11t(N MpY_ _ Walter P. Film, P.E. No.22839 B C L L TOT . L D . 0 , 0 P S F 37 . 0 PSF p H R F AC. 1.2 5 lI)A(, N( I 24 . L) IF It Scale-.375"/ Ft. REF R081--76785 DATE 05/21/ 97 D R W HCUSR081 97141147 HC-ENG FLA/ WPF SEQN - 3884 FROM PFH 19650-5H4 1749A OR B - A8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A 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 O 11-0-0 Over Continuous Support W-11-0-0 U-120 PLF 110 MPH WIND, 15.00 FT MEAN HGT, SBCC1, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. U-UPLIFT CONNECTION REQUIRED AT BEARING I THIS GABLE END WILL SUPPORT UP TO 1'0' OVERHPNG 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. Note: All Plates Are 2X4 Except As Shown. PLT TYP. TPI-95 R Design Criteria: TPI1rAlpineOOU1RE BN Be DLING. SHIPPING, IW( TRUSSREIlItNPUBLISUACING. 10 LID 91TRUSSESEHNOIRINGINSiAILINGANDBRACING) PUBLISHED BY TPI PFATL O O INSTIFUIE, $83 O'ON0f10 DR., SOL IE 200, MADISON. At 53/19), FOR SAFt TY PRACTICES PRIOR 10 PINtORMING LIIISt FUNCIIONS. UNItSS 01 111 itWISE INOICAIED, TOP CHORD SHAI.I. IIAVI PROPLRI.Y ATIACIIED O O SJRUCIURAI PANt1.S, tlUIIUM C00RI1 SHA1I, IIAYf A PR01'[RLY ATIACII(D RIGID CEILING. 1MPUR TAM(•• FUNNI SH A COI'Y UI IIIIS IIf SIGN 10 lift INSIAI IAIION CONINACIOR. AIPINE tNGINELMID Q QR PNODUCTS. INC. SMALL NOT NE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; 04 FABRICATING, HANDLING, SH IPPIN6. INSTALLATION UR BRACING Of TNUSS[S. THIS DESIGN CONfORMS N11M APPLICABLE PROVISIONS OF ;IDS (NATIONAL DESIGN TRUSS SPf CIf ICATION PUBLISMEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND (PI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR31 GALY. STEEL, EXCEPT AS $DIED, APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION ;09BECTURS PER URANINGS LIB, ISO AND )60 A f. AN INGINIIA'S UAL ON [HIS DRAWING APi'IIIS ONIT 10 i(II DESIGN 1 m III INn .. ml ll llu 111111 ANU 411411 N.4 III NII1111 1H'nN IN ANY plll(N WTI, B-0-0 18.1b8 FL 1 E - TC LL 20.0 PSF L TC DL 7.0 PSF DC DL- 10.0 PSF BC LL 0.0 PSF a TOTAD. 37.0 PSF Walter P. Finn, P.E. No. 22839 D U R. F AC. 1.2 5 PAC 1 NV. I,( , 011 Dl J Scale m.375"/Ft. REF R081--76779 DATE 05/21/97 DRW HCUSR081 97141152 HC-ENG FLA/WPF SEON - 3861 FROM PFH 19650-5H4 1749A OR B - A7 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) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd 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, SBCC1, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. U—UPLIFT CONNECTION REQUIRED AT BEARING A) OR SCAB BRACING MAY BE USED IN LIEU OF GLB 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': 1.50 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0': 2X4 ALPINE, 23 WOODLOC. 3X6 (A1) = 3X6 (Al) =- low 1-0-0 L 19-10-0 I 19-10-0 I E 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 WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPP'NG, INSTALLING AND BRACING. REFER TO HIS 91 (HANDLING IMS1ALLfNG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE O O 1NSI17UTI, 583 D'ONOFIO DR., SUITE tDO, MADISON. NI $3119). FOR SAFETY °RACTICES PRIOR TO PERFORMING IIIISE FUNCTIONS. UNtt:SS OIIIERNISE INDICATED, TOP CHORD SHALL HAVE PROPERTY AIIACIIID O O SINUCIURAL PANELS, 00110H CHORD SIIALL NAVE A PROPfRAY ATTACHED RIGID CEILI46. IMPORTANT•• fURNISII A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED o ALP 1N E o PNODUC IS, INC, SNAIL NOT Of RESPONSIBLE FOR ANY Of YlAT 14N FROM THIS DL 515N; ANY FAILURE 70 MUII.O THE TRUSSES IN CONFORMANCE W1111 TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLATION OR BRACING Of TRUSSES. THIS DESIGN CONFORMS WAIL APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPT. ALPINE T r (1 CONNECTORS ARE MADE Of 20GA AS7M A653 6437 6ALY. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TOvJEACHFACEOfTRUSS, AND UNAESS OTHERWISE IOCAIED BN THIS DESIGN, POSITION CONNECTORS PER r ) f —1 I— 1 I — 11RAWINGS 130, ISO ANU 1&0 A I. AN INI THAN'$ '.JAI ON INS DRAWING APPI IIS UNIT I11 IIII UISI,NIIIOIINIIIIIt ,1 III PII III NOT AND :MAII Nil III NJ IIII UUIN IN AN U11111; NAY Al 18.1b8 FL 1 E - - Scale -.125" Ft. TC LL 20.0 PSF REF R081--76778 TC DL 7.0 PSF DATE 05/21/97 BC DL 10.0 PSF DRW HCUSROBI 97141151 4 BC LL 0.0 PSF HC-ENG FLA/WPF TOT.LD. 37.0 PSF SEON - 3855 N.22839 Walter Finn, P.E. DUR . FAC . 1.25 FROM PFHo---- ------ UAC1NC, P4.011 1905U-5114 1/49A,B - A6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #1 Dense :B2, B4 2x4 SP #2 N: WEBS 2x4 SP #3 :W7 2x6 SP #2 N: DEFLECTION CRITERIA IS L1360 LIVE AND L/240 TOTAL LOAD. SHIN ALL SUPPORTS TO SOLID BEARING. 5X5= 4XF 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= 29-4-4 j 1,4-0 19-10-0 19-10-0 10,19-10-0 9-2-12 10-7-4 39-8-0 Over 3 Supports R-1107 W=8" U-550 R-1661 W=7" U=670 R-284 W=B" U-210 PLT TYP. Alpine TPI-95 R Design Criteria: TPI-95 STD 18.2c4 FL i - E - Scale=.1875" Ft. aXAl1NGpG'REFERRIO Hltl 9ES1U1 (HUDIING INSTALLING CARE ABND BRACING) XPUBLISHEDIBT11TP1 INSTALLING TRUSS PLATE TC LL 20. 0 PSF REF R081- -24679 0 o INSTITUTE. S03 D'OXOfiO DN., SUITE 200, MADtSON, NI 53)19), FOR SAFETY PRACTICES PRIOR 10 T C D L 7.0 P S F DATE 1 0 / 1 5 / 9 7PERFORMINGTHESEfUNCIIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AIIACHfD O ^ S7RUCIURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 10.0 PSF DRW HcusRoal 91288110IJ " IMPORIANI " FURNISH A COPY Of lists DESIGN 10 111E INSTALLATION CONTRACTOR. ALPINE fNGIX1f NEU A LP IN E o OUTPRODO' IS, INC. (HALL CONFORMANCE Nf ANCE WSIBII l; AFA DEVIATION PNDM NG. ULSIGN; ANY FAILURE 10 B C L L 0.0 PSF H C - E N G V B / W M RUUILDIIIETRUSSESINCONEORMAMCEW11111P1; OR FABRICATING, HANDLING. SHIPPING. INSTALLATION OR SP( C: NY FI Of TNUSSfS. i:1S DESIGN CONfO0.M5 WITH APPLICNLE PROVISIONS Of BUS (NAIION,AL DESIGN DWU 4 W TOT . L 0 . 3 7 . 0 PSF S E Q N - 4151 SY[CIF iCA1I0M PUD ISHEO NY 7Hf AMf NIC AN fORf ST AMD YAYEH ASSDC IA1tON) AND IP1. AI YIXL T Rt.J S S - LDNNICIORS ARL MADt Of TOGA ASIM A653 GH31 GAIV. Still, IECIPI AS NOI(O. APPIY LONXICI"RS 10 I AL.11 IA/a TIE IXIfSS, AND HNII55 Illow _1 IHIA TIP HN IIIIS PISpiN, PIISIIIHN 171NNI 1:IHN'S I•IN Walter P. Finn, P.E. DiIR JAC. 1 25 FROM TSB I 1 I I I 1 ON1111 RIA ITH: I'm AND 1411 A I AN 1110111111 ; ;IAt HII uuc HNANINM Art') fl HNI I TO fill 1.1411.R No. 22839 OF'n,) ili 17 {)" 1111 INUSSPli'I1.110 Hill AND SUAII Nlfl BI Ri11111 OP9R IN ARI UIi11N WAI. 19650-5H4 1749A OR B - A5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 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. 110 MPH WIND, 15.00 FT MEAN MGT, 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 REQUIRED AT BEARING PREDICTED VERTICAL DEFLECTION IS 0.61" DUE TO LIVE LOAD AND 0.51" DUE TO DEAD LOAD AT X — 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- 4X4g 5X50 5X5* 2X4 M 4X4- 8X8= 5 HS412- 2.5` 2X4- 3X12(F1)IA - HS412= 4X10(F1) 1-0-0 1-0-0D 10-11-0 1 - 28-9-0 19-10- 19-10-0 — E 39-8-0 Over 2 Supports 'I R-1526 W-8" U-940 PLT TYP. Alpine,Hi N 4EDQ o ALPINE TRUSS R-1526 W-8" U-940 h Strength TPI-95\R Desiqn Criteria: TPI NARNI NG-- TRUSSES REQUIRE EITRf Mf CARE IN FABRICATION, HANDIING. SNIPPING, INSTALIIYG AND BRACING. HMO 10 HIB-91 (NANDI ING INS Al I ING AND UNAC ING), PBUI.ISHE BY TPI (INUSS PLATE 19.11111111. S83 D'ONDI lO OR— SUM 200, MADISON, NI S3119), FOR SAFETY PRACTICES PRIOR 10 IRFORMI NG I"I Sf fBRCFIDNS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATIACHfO RIGID CEILING IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC. SHALL NO1 RE RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN, ANY fAIIURf TO B I1111) 111E IRUSSES IN COMEORMANCE NIIH TPI ON fABRICAIING, HANDLING, SNIPPING, INSIAI.IATION OR BRACING UI INUSSLS. INIS DESIGN CONIORMS NIIH APPLICABLE PROVISIONS Of NDS (MAIIONAL DESIGN SPECIFICATION PUBLISHED BY fill MINICAR fORESI AND PAPER ASSOCIATION) ANO TPI. AIPINE CONNECTORS ARE MADE Of ZOGA AST" A653 GR31 GALV, STEEL, EXCEPT AS NOTED. APPIY CONNECTORS TO EACH FACE Of TRUSS, AMU UNIESS 011110WIS( IMAM) ON 11I1S DESIGN, POSITION CONNfCTDNS PLR UIIAYINIi+ TIN. 1'J) AND 11.0 A 1. AN INbINIIN'S %I Al ON 1111% UNANIN(i APPI11:, ONLY IM INI lot NIIiN In 1111 IqU;'. IN11' IIU H1NI AND %HAII NIII H1 Oil LID UPNM 14 ANY 0111111 NAY. 8-0-0 IN I w ll 18.1b8 FL 1 E Scale 125" Ft. O4 2000 Walter P. Finn, P.E. No. 22839 TC LL TC DL C DL BC LI_ TOT.LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37 0 REF R081--76776 DATE 05/21/97 DRW HCUSR081 97141157 HC-ERG FLA/WPF EON 3848 D U R J A C. 1 .2 5ROM NC, 1 Ot P F H tiPACI 19650-5H4 1749A OR B - A3 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N J3, T4 2x4 SP #1 Dense: BOT CHORD 2x4 SP #1 Dense :B1 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 L/240 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/R AND/OR 884,080 FOR FILLER DETAIL, 6X6= 3X6s 2X4 III 5X5-* 5X1410 5 5 110 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 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. A _ 2.5 8X8= 6X12= 2.5 ` 2 X 4 = 8-0-0 08 (A2) = 4XE 2X4 M HS412- 4X10 (Fi) e 1-0-0 19-1.0-0 I19• 10-0 I 14- 7-0 -1-5-3-0 1 19-10-0 E 39-8-0 Over 2 Supports R- 1526 W-8" U-940 R-1526 W-8" U-940 1c PLT TYP. Al ine,Hi h Stren th TPI-95 R Design Criteria: TPI 18.lb8- O O O WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. RIFfR TO MItl.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20 . 0 P S F O Q itlST1TUTE, 5B3 D'ONOFIO DR., SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING TMf SE FUNC 110NS. UNLf SS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED T C D L0 7 . 0 P S F., O STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY Of THIS DESIGN 10 Tilt INSTALLATION CONTRACIOR, ALPINE ENGINEERED C D L1 O . V P S F'. ALPIN E ETRUSSO PRODUCTS, INC. SHAH NU1 Bf RESPONSIBLE FOR ANY DEVIATION FROM 1111S DESIGN; ANY FAILURE 10 B91LD THE TRUSSES IN CONFORMANCE MI111 TPI; OR FABRICATING, HANDIING, SNIPPING, INSTALLATION ORBRACING OFTRUSSES. THIS DESIGN CONFORMS WIT" APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN IfICAIIOR PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 G937 GAtY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of YRUSS, AND UNLESS OTHERWISE LOCA1fD ON THIS DESIGN, POSITION CONNECTORS PER W' aJ,j', Fln1 P,E• No, 22839 UC LL TOT . LD. 00 37. 0 PSF PSFSPEC D U R . F A C . 1.2 5 f 1f 1 I l IFIN Am 1 N4S 110, 1" AND 1110 A I. AN INGINIIN'S SIAI ON fill% DRAWING Ah'I I1S BNIY IU IIII DI51611 O1 IHI INII I 11'I 110 MINI AHD HAIL MMI III, NII IIU HI'uM (N ANT Ir IfNNMAY, A L I / PACIIYEI011 A3 1J Scale-. 125"/Ft. REF R081--76774 DATE 05/21/97 D R W HCUSR081 9714114E HC- ENG FLA/WPF SEON - 3835 FROM MG 19bbU-SH4 1/49A OR B - Al THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 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. SEE DRAWING A115/R AND/OR 884,080 FOR FILLER DETAIL. 6X6= 5X5 A) T1 4X4 5 8X1O= A W6 4X8 (A2) = 5X5= 4X12= 2X4 to 2X4 W 2X4111 1- 0-0 604. 110 MPH WIND, 15.00 FT MEAN HGT, SBCC1, 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 REQUIRED AT BEARING r DEFLECTION CRITERIA IS L/360 LIVE AND L/240 DOTAL 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. 5X5 Al 15 2X4= 2. 5 HS412 19- 10-0 9-10-0 t 23- 0-0 16-8-0 IE 39-8-0 Over 2 Supports R- 1526 W-8" U-940 8- 0-0 4X1O( F1) 1- 0-0 1w R= 1526 W=8" U-940 LE I PLT TYP. Al ine Hi h Strength TPI-95 R Design Criteria: TPI 18.1b8 FL 1 E Scale a.125" Ft. Q Q O LPINE r-' oZ TRUS S f __ NSIMLING AND pARNG. REFER TO REQUIRE H18 9USSES t(HANDLING INSTALLING BAND BRACING). PUBLIS ERICATION, HANDIING, ID BYI1TPI (TRUSS PLATfINSTITUTE, 683 O'ONDf IO DR., SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PENFORMI116 THESE FUNCTIONS. UNLESS OfMERWISE INDICATED, TOP CHDRD SHAI( HAVE PROPM T AfTACHED STRUCIURAL PANELS, 00110" CHORD SNAIL. HAVE A PROPERLY ATIACH0 RIGID CEILING. IMPORTANT'• FURNISH A COPY Of 1111S DESIGN ID THE INSTAELATION CONIRACTOR. ALPINE ENGINEERED PRO"Utl11 OLT NEINUSSI, IN CONFORMANCEOWITHL TPIOROR ANY ABRDCATING, HAND1ING' SSHIPPING. INSIAILAIION OR URACING Of TRUSSES, foils OESIGN CONFORMS WIIN AYPIICABEE PROVISIONS Of NUS (NAIIURAI DESIGN SPEC 1[ A1I0N YUBl (SHED BY THE AMLMICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE Of ZOGA ASTM A653 GR37 GA11. SIM , EXCEPT AS NOTED. APPIY CONNLCIDRS 10 FACR FACE Of IRUSS, AND UNIESS IIIHERWISE IOCAIID ON THIS DISIGN, POSIIION CON11fC10115 1'I0 UN AM) N44 III), IRR ANit Ir,ll A f AR tN"I q(tN'a :I AI DN Inla IIR ANI NIi API'I lI, uMIY III Itll Hf aaA 01 Illf INUiS In i'IL LLD HINE ANTI SHAI( No [if NI(IID UPUN IN ANY UIMIN WAY. J)9+ 2Iit13 lli P. alFinn, P•E• No. 22839 T C L L T C DL BC DL BC LL TOT. T. LD. 20 0 7 . 0 10.0 0.0 37 . E PSF PSF PSF PSF P S F' REF R 0 8 1-- 7 6 7 7 2 DATE 0 5 2 1 / 9 7 DRW HCUSR081 97141146 HC-ENG FLA/WPF S E 0 N - 3823 D U R F A C . 1 2 5 F1 FROM MG 19650-5H4 1749A OR B - A2 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. 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 DL - 5.0 PSF. U-UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 JOTAL 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. 4X8(A2)= 5X5- 4XIL- 2X4M HS412i i 4X10(F1) 8-0-0 1 00 1-0-0 19-10-0 J 19-10-0 20-1-0 19-7-0 l3y 39-8-0 Over 2 Supports , R-1526 W-8" U-940 R-1526 W-8" U-940 PLT TYP. AlDine.H Q E L ALPINE L TRUSS l 1-1 r..-1 1-_1 ih Strength TPI-95\R Desiqn Criteria: TP WARNING" TRUSSES RfOU1Rf EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER TO NIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'OMOF10 DR., SUITE 200, MADISON. NI 63119). FOR SAFETY PRACTICES PRIOR TO PERFORMING 111151 FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, NOTION CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRAC,OR. ALPINE ENGINEERED CIS, INC. SMALL 001 Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO tlUILO iME IAUSSIS IN CONFORNAMCI YITR TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLATION OR tlR ACING OF TRUSSES. 11115 DESILM CONF DRN5 W1 TO APPLICABLE PROVISIONS Of NUS IMMORAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FORESI AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 G1131 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE IOCAIED ON THIS DESIGN, POSITION CONNECTORS PER IINAWINGS 140, 15O AND IGO A f. AN 1NI:T4II11'S S1AI ON IBIS INIAW1116 AM ITS ORII 10 TIN 11151bN ul IIM IMu.'. HI YI,..IIO 10141 AND '`IIA11 Nut Ul.. 411 lLO UI'HM IM ANY of MIN WAYS__`_ b8 1 42003 Walter P. Finn, P.E. No. 22839 FL 1 E - Scale a.125" Ft. TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSFI REF R081--76773 DATE 05/21/97 DRW HCUSR081 97141156 HC-ENG FLA/WPF SEQN - 3826 DUR.FAC. 1.25 1 FROM PFH S11AC I NC. 24.0 H 19650-5H4 1749A OR B - 81 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 L/360 LIVE AND L1240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SHIM ALL SUPPORTS TO SOLID BEARING. 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. 5 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. U-UPLIFT CONNECTION REQUIRED AT BEARING Y 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. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 4X4= 61 4X4% -, 5 5X5s 2X4 (Al) _ 12-7-0 04m 4X4am 8-0-D 4X4 (A2) = 4X4= 4X4= 4X4= 1 -LL 19-4-^ 19-10-0 8-10-0 012V19-7-0 9-1-0 28-3-0 Over 3 Supports775Wa8" U-450 Note: All Plates Are 2X4 Except As Shown. PLT TYP. Aline TPI-95 R Design Criteria: TPI MAN* IMG- - I*USSfS REOUIRE ETYRfNE CARE IN f-21CATIDN, DANDLING. SNIPPING, INSTAII ING ANDJUNACIN. Will IO ")a 91 (NAND ING 11151AILING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE O Q INSII TUTS, 503 D'ON0F10 DR.. SUITE 200. MADISON. MI 53119), FOR SAFETY PRACTICES PRIOR TO PLRFORMING TUESE fUNCIIONS. UNLESS OINERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED O O STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. MPORTANI— FURNISH A COPY Of THIS DISIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPIN LF / PH DUCTS. INC. SMALL NOT BE RLSPONSIHIf FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Btl ILO THE INUSSES IN CONFORMANCE Willi TPI; OR fABRICAIING. HANDLING, SHIPPING, IMSYAIIAYIOM ORBRACINGOfINUSSES. TNIS DESIGN CONIORHS NIIH APPLICABLE PROVISIONS Of NOS (NAIIUMAI. DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TT T CONNECTORS ARE MADE Of 20GA AS)M A653 6037 GALY. SIEEI, EXCEPT AS NOTED. APPLY CONNECTORS TOvEACHFACEOfTRUSS, AND UNLESS OTHERWISE IOCAILD ON THIS DESIGN, POSITION CONNECTORS PER I I I I I I IINANIII(A 111). VA AND I40 A I. AN IMGINIIN'% 11AI TIN 11115 HRANING APP111'• UNIY IA 1111 IN Will Hl Hll 10H',', III PIT. LID UI 0I AND y,MAI1 RHI 111 RII 1111 UPUN IN ANY 0IAIM MAY. R-919 W-8" U-740 Wa9-0-10 U-120 PLF 18.1b8 it 20 Walter P. Finn, P.E. No. 22839 TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPAC 1 N(, lA . 0" Scale =.25"/Ft. REF R081--76780 DATE 05/21/97 D R W HCUSROBI 97141153 IC-ENG FLA/WPF SEON - 3872 FROM PF11 19b9U-bH4 1i49A,B - C1 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. W4X4= W04 (A2) 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TIC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND 1!/240.00 TOTAL LOAD. 1) m oo,J o-o-I2 L_ 9-10-0 9-9-4 I 19-8-0 Over 2 Support R-786 U-500 W=8" Ck 0-3-8 - T, R-700 U-410 W=6" 0 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.1b8 OTY:1 FL 1 E - Scale a,375" t. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, SANDIJNG, SNIPPING, INSTALLING AND HRACING. AEfER TO MIS 91 (HANDLING INSTALLING AND BRACING), PUBIISNED BY TPI (TRUSS PLATE T C LL 20.0 P S F R E F R 0 8 1-- 68 30 4 INSTITUTE. 593 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53739). FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHAH HAVE PROPERLY ATTACHED T C DL 7.0 PSF DATE 03122100 STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATIACHfO RIGID CEILING. IMPORTANT" FURNISH A COPY Of THIS DESIGN TO IMF INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW ILCI1SR081 D0082240PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD 1Bf TRUSSES IN CONFORMANCE W11H TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANDBRACINGOfTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 0 4 ' BC L L 0.0 PSF HC - E N G J WC / WP F SPECIFICATION PUBLISHED BY 101 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONSEACH FACE SOFA TRUSS• ANDMADEof20NLESSIOTHERWISEALOCATEDONETHIS• DESIGN, POSITDION CONNECIORSNPERXCEPTASNOTE. APPLY S 10 Walter P. Finn, P.E. TOT . L D . 37.0 PSF S E Q N - 15329 DRAWINGS 160 A I. THE SEAL ON THIS DRAWING IAOICAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING No. 22839 D U R . F A C . 1.25 FROM R GAlpineEngineeredProducts, Inc. RESPONSIBILITY SOLELY FOX IHE TRUSS COMPONENT DESIGN SHOWN. THE SUIIASIIITY AND USE OF THIS IlaiHES City, Fl. 33844 ANSIONINIIFOR ANYSf CTIONC24AN BUILDING 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER SPACING 24.0" 19650-5H4 1749A OR B - C2 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. 4X4= 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 REQUIRED AT BEARING THIS GABLE END WILL SUPPORT UP TO 1'0- OVERHANG ALONG THE TOP CHORD. REFER TO DRAWING GE-O01, 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': 1.50 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 WOODLOC. 5r -5 8-0-0 2X4 (Al) = 2X4 (Al) = 9-10-0 I 9-10-0 I 4 19-8-0 Over Continuous Support W-19-8-0 U-120 PLF ca- l!J Note: All Plates Are 2X4 Except As Shown. PLT TYP. TPI-95 R Design Criieria: TPI 18.1b8 FL 1 E Scale —.25" Ft, rrAlpineOOIJ Q o ALPINE TRUSS 1 Q Q o I -_ 1 WARMING" TRUSSES REOUTAE EEIREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. BEfER 10 NIV-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IN571iU1E, B3 O'ONOf10 DR., SUllt 10,MA111SON, NI 52719), FOR SAIETY PRACIICES PRIOR TO Pt RfORMING ]:I, H15E FUNCIIUNS. UUIE SS OTHERWISE INDICATED, TOP CHORD SHALL MATE PROPERLY ATTACHED STRUCTURAL PANLI.S, BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" fURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHAlt NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUEIO THE IRUSSES IN CONFORMANCE WITH TPI; DR fARRICAIiNG, HANDLING, SHIPPING, INSTALLATION OR BRACING OF TRUSSES, 11115 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IP1. ALPINE CONNECTORS ARE MADE OF TOGA ASIM A6$3 G437 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNIESS OTHERWISE IOCATFU ON THIS DESIGN, POSITION :ONNECIORS PER IINAVINGS LID, 150 ANTI 110 A 1. AN ING1NI11T'S SIAI fill 1111E DRAWING APPI 115 UNIT iD IIH Ill"G4 H lit INU v. III I'!' IID ill Rl ANTI .IIAII NHI III NII IIH UPON IN ANY H111111 WAY. DECSPECIFICATIONDE04Walter P. Finn, P.E. No 22839 T C L L T C D L pi BCDL LL TOT. L D. 20. 0 P S F 7 . 0 P S F 10. 0 PSF 0. D PSF. 37. 0 P S F R E F R 0 8 1-- 7 6 7 8 2 DATE 0 5 / 2 1 / 9 7 DRW HCUSR081 97141154 HC- ENG FLA WPF S E Q N - 3878 D U R . F A C . 1.2 5 PAC I NC i A . 011 lIYl 1 ll 1F R 0 M P F H A - EDGE DISTANCE AND PERPENDICULAR TO GRAIN SPACING (7 DIAMETERS). B - END DISTANCE AND PARALLEL TO GRAIN SPACING (15 DIAMETERS). C - DISTANCE ROWS ARE TO BE STAGGERED (7-1/2 DIAMETERS). BEARING BLOCK TO BE SAME SPECIES, SIZE AND GRADE AS CHORD. F' B-'f" i= B B 0 !' i B B •#• B ' i NGTH OF BLOCK AS SPECIFIED 12" MINIMUM - 24" MAXIMUM) MAXIMUM NUMBER OF ROWS OF NAILS CHORD SIZE NAIL TYPE 2X4 2X6 2X8 2X1 2X1 80 BOX 3 5 1 8 10 13 100 BOX 2 5 7 9 11 120 BOX 2 5 7 9 11 16D BOX 2 4 6 8 10 200 BOX 2 4 5 7 1 9 8D COMMON 2 4 6 9 11 100 COMMON 2 4 5 7 9 12D COMMON 2 4 5 7 9 16D COMMON 2 3 5 7 8 20D COMMON 1 3 1 4 5 7 0.12OX2.5" GUN 3 5 7 10 12 0.131X2.5" GUN 2 4 6 9 1 11 0.12OX3.0" GUN 3 5 7 10 12 0.131X3.0" GUN 2 4 6 9 11 MINIMUM NAIL SPACING DISTANCES DIST-ANCES NAIL TYPE A 8 C 80 BOX 13/16" 1-3/4" 7/8" 100 BOX 15/16" 1-15/16" 1" 120 BOX 15/16" 1-15/16" 1" 160 BOX 1" 2-1/16" 200 BOX 1-1/16" 2-1/4" 1-1/8" 80 COMMON 15/16" 2" 1" 100 COMMON 1-1/16" 2-1/4" 1-1/8" 12D 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" 0.120X2.5" GUN 7/8" 1-13/16" 15/16" 0.131X2.5" GUN 15/16" 2" 1" 0.120X3.0" GUN 7/8" 1-13/16" 15/16" Q IgIX3.0" GUN 15/16" 2" 11" WARN I NGTRusSEs SEOITIAE CINNANDLIRG. ER RACING, SEE HIS-ST OY T 1. SEE OR ADDITIONAL SPECIAL /ERAAHENI 0 4OOIRERENTS. UNLESS OIHERNISE INC. WC COMB SHALL :E LATERALLT SRACES LY It "ACRID LY0000 WOTNING. 1 Wal+ Wl - NIT" RD/ERLT ATTACHED RIGID CE ALPINE TECHNICAL UPDATE 47/1/3I lY0 DRTNALL APPLICATION. FURNISH A Lu. DESIG" 10 THE TRUSS ERECTION CONIRAC14. H) l 4G BLOCK - NAIL SPACING DETAIL J.E. WING B 139 DATE : 12/27/93 PAGE 30 An' TAP rlln8n 1 11 1 t K Ill. Ill I I !, 1 K NAILS: 0.131'X1.375" SCOTCH NAILS OR EQUAL. CIRCLED HUMBERS SHOW NAILS REOUIRED ON EACH FACE OF EACH MEMBER. SEE DRAWING 142 FOR TRULOX INFORMATION. t+ 2X4 50. PINE 12 N FILLER TOP CHORD. tt+ 2X4 50. PINE 13 VERTICAL WEBS SPACED 48.0' O.C. MAXIMUM. CALL ALPINE FOR PITCHES OVER 8/12. CALL ALPINE FOR HEIGHT GREATER THAN 610". EXTENDED TOP CHORD DETAIL 6-0-0 TYP. 12 Q k PLATE SIZE 1S TYPE AS PER ENGINEERED DRAWING ALTERNATE LOADING: TC LL 20.0 PSF TC OL 20.0 PSF 8C DL 94 10.0 PSF TOT.LD 50.0 PSF; DUR. FAC. 1.25 SPACING 24.0" PLT. TYP.-ALPI 12 TPI-95 FURNISH A C( p p p CI C= C= O 0 0 0 0 0 O [= p O o ALPINE 0 0 o TRUSS o C1 Cz) C=3 C] O O ALPINE t"CIWISfa foom:5, INC. I MP OR T A N T++ SMALL not II "[Sr0"STILE fag "HT gtTt"110H foe" THIS oESTC" on INCft SPLCl/ICOIIOW& oa MY alluel 1O IOIte IN( louts IN C0,004n"HC1 "i/H pilaf IT 11.1 HPIOS CgNN C#Mf Yt MOC 0/ WA C"LT. 31961, IQIf/NC "If" aw H a L0CIrl as outgo. 01,111 COMKCloaf Te taCN act or fault "HO YM511 I11R""iSl LOCS119 OU THIS OISICN. Pool11IH Co)"CToep /B GMUIHCI 1 O. ISO L 114114. 0111C" IMORNOs COWOaa H,"PPLICaILt P"OT1610"1 Of "e L tl 1. "" V411011e•s lot On I"1 on"JNt "P LICS 10 INI COW(Pit"I KPIC196 NCat 1" ONLY, aH0 SMALL Not Of little Eve" IN ""T OI"tt HAS. 1 1 1 IIoII FisH IH111111H, Not - I!U MITOWO 11 PICGYBRCK PLATE •• OR 3%6 TRULOX ALL PLATES ARE TO BE CENTERED ON JOINTS UNLt55 UItit KNI;TC INDICATED. REFER TO DRWGS. 130, 160, L 16011—F FOR TYPICAL PLATE LOCATION DETAILS. 2X4 13 HEM -FIR OR BETTER CONT1NOO US LATERAL BRACING 2`I" ON CENTERS MAXIMUM SPACING. ATTACH TO EACH TOP CHORD WITH (2)160 NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 2 X 8.25 PIGGYBACK SPECIAL PLATE. ATTACH WOODLOC PORTION OF THE PLATE TO PIGGYBACK. ATTACH TO SUPPORTING TRUSS WITH (4)-.0131" X 1.375" SCOTCH NAILSOR EOUAL. FFSET FILLER DETAIL 2X4 ALPINE OR TYPICAL 24 WOODCDC 3X6 TROLOK TYP PLATE TYPE S12E AS PER ENGIIIEEP.ED DRAWING IGGYBACK PLATE +• .• OR 3xs TRULOX 4 a++ TYP. rrr 4 + I THIS DESIGN TO ERECTION CONTRACTOR 1"1np151t+ u1aL ["Taint coat DESIGN GRIT' TPI BARN I NG n IM.MLI"C, ucctte" an L L 30. OPSF 00"CINC. SIL *is -II of 11.1. SCE THIS OtS3CO TC Tee AW11101."l SPECIAL PU"" w SNAClAC I TC OL T OR 15 PSF 0111"160"Is. mass ol1[N"Itt 1"I'All0. ION alb.—, CHoto I+MI, u L"Tc""LLY I""c" NIT" ?Sept" BC OL 10. OPSF LT "TIMING rLTM1a° 0HC"191"6. gotten CHI" DEC OnLT o roOPt"SSIIKNte "ICIOQTLIHS " Ill 0 `+ 4V TOT LO 47 OR 55 PSF Lr1"C 1911w1caL Lw. OnTt tVUtl> /Oa "Or'. o"IH1lL"FLIC"11011. ru""1pH"copy of1"IS Walter P. Finn, P.E. DUR.FAC. 1.33 THN "THIS "col°" toNuaclw. No. 22839 SPAC 1 NG 21' ON fltlTle" fee "e0O Ca" Iln".110" R'L TAP V- FLV NOT TO SCALE _ REF TC-FILLER DATE 07/30/92 DRUG 884,080 HC- ENG CLR O/ A LEA. PITCH */ 12 TYPE DETAIL t1D11: nnTTQH F11.1.Ff1 PHIA 111 1 TRUSS LOADING 44-* 30 PSF LIVE LOAD TOP CHORD 15 PSF DEAD LOAD TOP C110110 10 PSF DEAD LOAD BOTTOM CHORD 55 PSF TOTAL LOAD E 1.33 DURATION 011- 30 PSF LIVE LOAD TOP CHORD 7 PSF DEAD LOAD 701) CHORD 10 PSF DEAD LOAD BOTTOM CHORD47PSFTOTAL. LOAD B 1.33 DURATION ALTERNATE LOADING: Ki, TC LL 20.0 PSF TC OL 20.0 PSF SC OL -1-Sf TOT ,__LDS 51 OJ'SF SsPACING 24.0 - QL1 , TYP. ALPINe T p O C= O c= t 0 c o 0 G p O C] o A1_PIN- t TnLuss RC• CnNIMENDEDREPAIR PRDCEDURE 1. MEASURE DISTANCE FOR NEW LENGTH OF FILLER. IR2 2. APPLY NEW 2X4 SPF STUD GRADE OR BETTER t`ERTICAL SCAB TO BOTTOM CHORD AND FILLER WITH (3)-16d NAILS EACH END OF VERTICAL, 3. PEAL BACK THE PLATE OFF THE TOP OF EACH VERTICAL IN THE UNNEEDED LENGTH OF FILLER. 4. CAREFULLY BEND BACK THE PLATE OVER THEWIDEFACE OF THE BOTTOM CHORD FOR CLEARANCE OF NEW CEILING, 5. cu' r U1RIEEDCD LENGTH OF FILLER OFF AT EDGE OF VERTICAL SCAB. in NOTE: BOTTOM CHORD FILLER MAY BE COMPLETELY REMOVED BEING CAREFUL TO FOLLOW PROCEDURE a3 ABOVE, R2 NOTE: GUN NAILS MUST BE 0.131" IN DIAMETER AND 3" IN LENGTH. FIELD APPLIED FILLER. REFER TO DRAWING A115/R FOR ADDITIONAL FILLER DETAILS, R4 R2 2X4 SPF STUD GRADE OR BETTER VERTICAL SCAB. ATTACH TOBOTTOMCHORDANDFILLERWITHM -16D GUN NAILS IN EACH. (") Joy/ 1 FILLER 1 " - r 0 OM C11ORD LENGTH YO CUT OFF FILLER. EXISTING FILLER l TRUSS SPAN OVER 2 SUPPDnTS PT g5 ( Itq FUnNISN A COPY OF THIS DESIGN TO ERECTI 4vf1" tuonKLntY r.wfrfCtf. Ilea If"u% I-11101ft trlll(l.t CutIf N I11POf1TANT N N watt 1D1 rt sLs•anlnt ion and WARNING In IIA.n 1110. CMC110n AID op LIIw1 /wW hUf U1fIG1 a. fltlt LnLt If IClIIM1S. On A11 #WC{11G.W1/lai/ lt U'CCILL /•CM1141of 101. 11LVAC114tItt. 1AILLP[ 10 Will) I1t U.usf WLalOinwlC.[ rlb.40"S rY tvf Amite CaatCla•L APE "i" Sir TWA 6Atr, Wft /ICt1Ur:1 Af/N f11/1/KIgd7, ultff oUiPrls[ ItnlU ltd, t/A I r.r L. L AACLMf AS I41911., A.'Mlr Ca.t Ctpn toCaGf /ACt At` Do" Stott PC LAltnatLY CMCLO Off" MMofN ll fufff uDLar [Sf .."Odt t",ld al ant ntflC.L ruS111011 LifAll/c..Lil K/rt/0n PIC11n114, ro110r c/UtD Ca.•Clrwf Plu our U.,f M. I10 t Ire A-/, OLIIW f1uDL•uf 111 .1 rna•t w.t AllACtanOkla Clullrf •• Sri Lar 01.1 r/arq lCglt Mrfrflle.rl W tut C Inl. NI ilgltttn'{ AtMp1( IICrL/ILaL pffalL la/1/Vn run N.fM'Ln. a1 11n! 1... rt1r1 .11%III IV 11.1 cm-" mc.1 111.1C1{p /[nL fW/.14L /•N4.IC/f lwl. /t•r/Ist1 a LW'I U II.If In 0.1. 1191 Wits 1.11 tv Irt IW flr.1 UI aut 411411 Wf- rI1f U1 In bt tftltsl Iw Clllrl tl.tVul: urr, 1P1 • 11sV.i 1.111t 116M.r1L. fire • 0"I tlAllnlnl I/f, lf,lF. 7'I:II ItIItIM111Vt tll/ U f,ll/r.t1/Y1 R4 IJ& (tet• 3(3/g8 R3 A P R IF 2-/ 14 / q4- R2 REV. WLB 3/25/93 R1 REV, WLB 3/11/93 . 1N C(1NTRAC70R R4 REd I_ .4 Z. . 3 DESIGN CRIT:TPI AEF BC .FILER . R TC LL NM P5F DATE 04/ 17/90 L TC DL NN PSF DAWG 804,132_ 4 M BC OL NN P5F1.1C-ENG DAL. 707,1.D. Nr PSF ' Walter P. Finn, P. F. nun. FnC. -- No.22839 SPACING 24. 0- TYI11: PAGE 43 JOB: **CLG** NOTE: SEE APPROPRIATE ALPINE DRAWING FOR LUMBER, OTHETI DATA NOT SHOWN MERE. PLATES AND GABLE STUDS. ATTACH TO TOP CHORD AND BOTTOM CHORD WITH 2X4 ALPINE PLATES OR 24 WOODLOC PLATES. SEE CHART FOR SPACING OF GABLE STUDS. (++) 2X4 SO. PINE #3 GABLE STUDS. ATTACH TO TOP CHORD. DIAGONAL WEBS, AND BOTTOM CHORD WITH 2X4 ALPINE PLATES OR 24 WOODLOC PLATES. ALL Xx GABLE STUDS REQUIRE "T" BRACING. "T" BRACING MUST BE TOENAILED TO GABLE STUD WITH IOD NAILS AT 4" O.C. PLUS A CLUSTER OF 160 TOENAILS AT THE TOP AND BOTTOM CHORD. SEE DETAIL FOR NAILING. SEE CHART FOR STUD BRACING AND SPACING OF VERTICALS. PLATE AS REQUUIRED ON APPROIATE ALPINE DRAWING. PLYWOOD SHEATHING TRUSS HAS BEEN DESIGNED FOR 110 MPH WIND SPEED. ENCLOSED BUILDING.. 30.0' MAXIMUM MEAN HEIGHT. STANDARD BUILDING CODE. SIDE 2X4 Alpine. or 24 Woodloc. VIEW or 3X6 Trulox TYPICAL (++) ALTERNATE LOADING: TC LL 20.0 PSF TC DL 20.0 PSF BC DL 10.0 PSF TOT.LD 50.0 PSF DUR. 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. TI+°.C. MAX. SEE ABOVE SPAN REQUIRED OF GABLE sxas=xass=casssaaaxcaaassaxcuaaasssassaaaccaaassxc=scccasa x (STUD MUST BE ATTACHED TO 'TOP AND DOT CHORDS ONLY) GABLE STUD SPACING MAXIMUM LENGTH = 2X4 SO. PINE 3 24" U.C. 3'-11" _ 2X4 SO. PINE 3 16" O.C. 4'-5" a „ 2X4 SO. a cc- m--acc.aacacassaccccacasaacsa PINE 3 12. O.C. as aaassaasaax=aucscaa=smc 4'-10" STUD MUST BE ATTACHED TO CHORDS AND DIAGONAL) T" BRACE REQUIRED SPACING MAXIMUM LENGTH = 2X4 SO. PINE 43 24" O.C. 5'11" _ 2X4 SO. PINE 3 16" O.C, 7'3" _ 2X4 SO. PINE 3 12" O.C. 8'-0" 2X6 SO. PINE 2N 24" O.C. 10'-3" 2X6 SO. PINE 2N 16" O.C. 11'-8" _ 2X6 s oassssc=aassaassassassssa=sagas==sassssssasscassssaasasaas SO. PINE 2N 12" D.C. 12'-10" _ 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- END PHRAMS. CONNECTIONS & DESIGN OF THESE TRUSS SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 4) 16D CEILING TOENAILS D.H. 4) '16D TOENAILS 4-t) lx3 AI LP 1 TE OR 13 WOODLOC PLATES MAY BE USED FOR * STUDS 3AD" LONG OR LESS. PL TYPE ALPI P - FURNISH A COPY OF THIS DESIGN TO ERECTION rnNTAAr.Tnl-i f, ENL; IY'EnED POOHMIDTC. ITC. /gU5ci.5III WIPE CARE O o — — O O # iE I MPORT ANT X * M.SSHALLNoDEREUPIOLEFOR A1n WARNING IN H416MIM. ERECTION AND MTRUSS C7 DEVIA7INN FWN THESE SMCISIL'AlION5 OR ANY UEVIA7IOII F WIACIIS..W. HI$_g1 amum— Km 7RU65ES: THIS OE6IG1 OR ANY FA1LINi 1D WIILD THE Yf%JSG TN COIs01"U" CVWGMARY " ISCOMEJaDA71A4-A7PI1 . SEE L7 WI7N THE "ODALIIY 61ANDAM OS106' DY 7PI. ALPINE C"*.00R6 THIS DESIGN FOR ADDJIIONAL SPECIAL PERNA- p ARE NAIANACTIIIIED FROM 20 SALGE GALVANIZED 61EE1 WLE6G IC11T FI17AC1116 HEOH1Nf•7HOR6. UlE6B NSNI04 241 IEE71mvf0Wf%EAIFM6 OF AGIN A A5 $RADA A. SHV^ TOP CI1QW SHALL DE LATERALLY wvAPPLY COISIECTOM10007HFACESATEACHJDIN7ATNpLOCATEASWiTNPW'E1LY A71A6JED FLYW000 67EATNj0 611OW1SEARINGN1D11BAREA' NOMINAL UNLESS 0119WAISE SHOW. DD7TON CIIORp I111N Nu6ID CEIL116 OR DPN Walter P. Finn, P.E. DFS16N STANDARDS COW" WIN APPLICABLE PMVISID16 OF'AS SPECIFIED DN DES1611. W TC7 LSE THIS C= 3 aNDS AHD WIPI wCjj, DESIGN WITH FIRE RETARDANT TREATED LUNOER.• NO. 22839 L 1 C-jL-3 =11= r--TPj - lll18B RAtE i 1f Ij7ItlE 1849 - NAT jlWl1L DERIDq 9PCCIFICAi1DN FDGI HOOP COIH97RI.rt1I0N 2x4 " T" BOTTOM 2x6 "T" BRACE VIEW BRACE I GABLE STUD (4) 16D TOENAILS REV. WLB 10-6-94 TOY OR BOTTOM REV. CLR 12-8-93 CHORD OR GABLE REV.CLGIO/10/8S TRUSS REV. CLG 9/15/89 REV. CLA 5-3-96 REV. CLG 8/29/89 SCALE = 0.3750 DESIGN CRIT TPI REF STUDDED TC LL 30.0 PSF DATE 06/07/89 TC DL 15.0 PSF DRWG 876,719 BC DL 10.0 - PSF NC-ENG CLG TOT. LD. 55.0 NSF O/A LEN. VARIES DUR. FAC. 1.33 PITCH VARIES SPACING SEE ABOVE ITYPE s iF TO 0110 QR - 4 Isti t' kr!c s sl 87lr Ge t rae sHaa <tlticl R) yw ie s :xp x , j:., the end of 1 r:l G!lfl !!t l•11x•Clr y ,. TpR g S'.1 i3 :• _ the di o"! iy i "'; , et, . it oR ee,r rr _ rf.. Ati RP 4 lie .dt:l d: tap: °one ace of web mem. b.r. Rlreltwtlrrixr If R •tlt•.tb ,. L'IIOp s F' A 8 _ P $ i MY sdo 7SbO _ faoc4toragcorrcshaiols'for iE w crat b[acing is f bloat-t>w a . A S dgpccpianc 9tl-d'ta,9Ng1.6cIKaC , $ a%w 1•t x '13e CLB u vct l ff'' •sbgdi'p4€:h!s l t _ wt1b2= lbd wmmon oath INK r` .XAliL:L FA0.7ACSNTEx, .:: R• ttr laaS:ltt±12. ti 'HFbFt S'!$A SS a. TRUSSES lQ TII otlB t , ., S"Yi:B) - - h7rartlano -- x c 1 8 p'41 9 v6 • cam • - A. cklillq.' t'ailtltgrrot+w[.t br•c t C,oatlnuwa.lil•nfbr cinp. to ... a Corniir•s+to" Web •Wl IIfNI r Y t r4r:f—lk/A.l s iTi.•lbd nil - =z,; 9oR L 4r;R g- ts•rrlFaL .4! ar•b oc 125. ta(L`- i 3 - i 4 tps thee/ ttsl•p4? r 1ac*ral •a XZX is 10/06/94 This is a recommendation only. Permanent all structural elements and anchorage to accomplish 37lthetransferof -the loads to other structival dkmsW-6Me building to achieve total structural integrity is the 9 — res onsibili of the building designer per Floriia »Ig Code. P g Fp 1a l ALPINE ENGINEERED PRODUCTS. INC. 1950 Marley Drive • Haines City, Florida 33844 • (941) 422-8685 October 25, 1996 Mr. Jim Nick Carpenter Contractors 3 900 Avenue G, N.W. Winter Haven, FL 33880-6201 Dear Jim: This is to confirm our conversation earlier today that a 2x4 utility grade Spruce -Pine -Fir may be used in lieu of a 1x4 #3 Hem -Fir, for continuous lateral bracing. If we can be of further assistance or if you have any questions, please give me a call. Sincerely, ALPINE ENGINEERED PRODUCTS, INC. 0 ' Walter P. Finn, P.E. Senior Chief Engineer December 12, 2002 Carpenter Contractors of America, Inc. 3900 Avenue G, NW Winter Maven, 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, L ,: fF1C,q ' No.22839 '; = 12-1 -02 Walter P. Finn, PE o STATE OF P•. Senior Chief Engineer ORIfl G`• OfO S/0NWA431111110/ ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, FL 33844 • (863)422.8685 • (800)755-6001 • 3 V 1.0 1 V U.PM10 P 'JV lrll V PJZ'1_1.1 V U ENGINEERS o LAND SURVEYORS • PLANNERS PERMITTING • DRAFTING f 12 COLEMAN ROAD WINTER HAVEN, FLORIDA 33680 813)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 permanentbuildingbracingspecifiedbythebuildingdesignerand/or truss manufacturer, and will not adversely affect the performance of the roof trusses in any way. I'f 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 LHO J A1 32*5 ;N SWE OF i FRED ENNO 0 ENGINEERING BUILDER PROJECT MODEL\BUILDING REVISION DATE: PACKA o s v S Zlre/ r a . 60 NEW LOAD # to isg8-TSB l '1 p11laaloo A r iI CARPENTER CONTRACTORS OF AMERICA. INC3900AVENUEG. N.W. WINTER HAVEN. FLORIDA 33880 941) 294-6449 GE Must have a n&Wmu 3' bath duct to roof cap/' sIi aim/fan lox6 bwcd 2.12 Iwcd. y _ -60NIP --1250 9. I-71 I 1 Bx1 Iwcd YJ 10 III' 14.14 rag I- 10X6 Iwcd 60 L 0 14, 1242 Ncd 10.10 rag P•' 14x8 165 Iwcd 4' dryer duct 240 to roof cop 7. 4x14 rag 7' 100 ragx1 1 is a nN 8' N n 1 Xx 14x8 Iwcd m 215 8, 3'-bo h duct to roof cop w/inn A/C 8' scale 1/8'wi'0' PAD zw 1843 plea 42X42 A/C SLAB 14.8 Iwcd 3.5 ton •/5kw 2240v 1ph BY BLDR MIN 215 platform by 2' FROM WALL bWr 3a° 4 inches around the *Jr handler code. All duct has an r-6 lnsulotion N Q Qg 2 L) (/1 z y O N j p O UJ Y ~ O z o cu 0 p\ 00 v C CU Rating zz it F/) m tu z aamr 3 J O =5 Q CO a. J V30 0 v Y RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R 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 1 VVrj4ght54:Oft Right -Suite Residential"' 5.0.64 RSR26016 2002-Mar-01 10:21:37 E:\Files\DR HORTON 2002\1749N 749.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 MANUAL J: im Eq. 1 Name of room FAM KIT 2 Length of exposed wail 0.0 ft 33.0 ft 3 Room dimensions 13.0 x 17.0 ft 12.0 x 21.0 It 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ftl heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE' NO. Htj I Clg ft') Htg I Clg 01:2) Htg I Clg Htg Clg Htg Clg 5 Gross a 148 4.6 2.1 0 264 Exposed b 13C 3.2 1.2 0 r.» 0 walls and c 0.0 0.0 0 r 0 partitions d 0.0 0.0 0 0 ar.. r... ra e 0.0 0.0 0 r«. 0 6 Windows and a 1C 37.0 0 0 16 591 glass doors b 8C 37.0 0 0 40 1478 Heating c IC 37.0 0 0 rasa 0 0 d 9C 38.7 0 0 0 0 e 7L 20.8 16 333 0 0 a 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 a..r SE/SW 56.9 0 0 0 0 a.a. South 0.0 0 0 0 0 Harz 142 16 2275 0 0 8 Other doors a 10D 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 01 0 0 9 Net a 148 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 is 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 0 121 Infiltration a 1 20A 5.7 16 326 921 56 1141 321 13 Subtotal bss=6+8..+11+12 1006 a«, 5452 r. Less external heating 0 0 a.a. r Less transfer 0 0 14 Duct loss 10 GA 101 100A 545 OA•'•' 15 Total loss = 13+14 1107 5997 16 int. gains: People @ 300 2 600 0 0 Appl. @ 1200 0 0 1 1200 17 Subtot RSH gain=7+8..+12+16 3423 4717 Less external cooling 0 aa r. 0 r... aa« Less transfer 0 r»r 0 a.. 18 Duct gain 10 OA 342 10 *A 472 IA'••• 19 Total RSH gain-(17+18)`PLF 1.00 3766 1.00 5188 20 Air required (cfin) 1" 01 174 1 0 239 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. cam Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 10:21:37AMKEAFiles\DR HORTON 2002\1749\1749.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 Job: 1749 MODEL 10-3-97 MAIVVHI J: rm tO. 1 Name of room BR3 BR2 MBTH MBR 2 Length of exposed wall 23.0 ft 11.0 ft 25.0 ft 27.0 It 3 Room dimensions 11.0 x 13.0 It 14.0 x 13.0 It 11.0 x 15.0 ft 18.0 x 13.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 0 ft heat/cool 8.0 ft heat/000l TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg I Clg W) Htg Clg W) Htg I Clg ft') Htg 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 f 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 f 0.0 0 0'"• 0 0 01 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 ENV 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 Horn 1421 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 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 92 161 326 92 18 36571 103 72 14671 413 13 Subtotalloss=6+8..+11+12 2414 1843 2fM 6229 Less external heating 0 0 0 0 Less transfer 0 0 0 014Ductloss10OA24110OA184100/ 283 10 OA 623 15 Total loss = 13+14 2655 2027 3113 6852 16 Int. gains: People @ 300 0 0 0 0 0 0 2 600Appl. ® 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1389 1349 1554 4819 Less extemal cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10 OA 139 10 135 10 155 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 01 68 0 79 0 245 Printout Certified by ACCA to meet all requirements of Manual J 7th Ed. wr-gh+tsoi Right -Suite Residential^' 5.0.64 RSR26016 2002-Mar-01 10:21:37 E:\Files\DR HORTON 2002\1749\1749.rsr 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 32746-6206 Phone: (407) 831-2665 MANUAL J: fin to. 1 Name of room Entire House LIV/DIN LDY BTH2 2 Length of exposed wall 188.0 ft 58.0 ft 6.0 It 5.0 ft 3 Room dimensions 19.0 x 24.0 ft 7.0 x 9.0 It 6.0 x 9.0 ft 4 Ceiings Condit. Option 8.0 It heat/cool d 8.0 ft heat1cool 8.0 It heat/000i 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg I Clg M Htg Clg W) Htg I Clg W) Htg Clg 5 Gross a 14B 4.6 2.1 1290 U4 0 0 Exposed b 13C 3.2 1.2 288 120 48 40 walls an$ c 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 f 0.0 0,0 0 0 0 0 6 Windows and a 1C 37.0 173 6394 93 3437 0 0 0 0 glass doors b 8C 37.0 80 2957 0 0 0 0 0 0 Heating c 1C 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""' 01 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 E/W 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 148 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 e1 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 0 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 parameter 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 20.41 5.7 3251 6621 18621 113 2302 647 181 367 1031 0 01 0 13 Subtotal loss=6+8..+11+12 31143 10033 989 347 Less wdemal heating 0 0 0 0 Less transfer 0 0 0 014Ductloss10°/ 3114 10° 1003 10 99 10°/ 35 15 Total loss =13+14 34257 11036 1087 16 Int. gains: People 300 5 1500 1 300 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 27248 8773 1057 167 Less external coding 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10OA 2725 10 877 1101A 106 100 17 19 Total RSH gain=(17+18)•PLF 1.00 29973 1.00 9650 1.00 1163 1.00 184 1201 Air required (cfm) 01 1383 01 445 0 54 0 8 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. WP7C I 1CSO>f`C RIgMSuite Residential'"' 5.0.64 RSR26016 2002-Mar-01 10:21:37 E:Wiles\DR HORTON 2002\1749\1749.rsr Page 1 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) 831-2665 Procedure A - Winter Infiltration HTM Calculation" 1. Winter infiltration AVF 0.80 ach x 14080 ft3 x 0.0167 = 188 cfm 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 ft3 x 0.0167 = 94 cfm 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/lb moist.diff. x 94 cfm = 2351 Btuh Procedure o - Equipment Sizing Loads 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 0.98 Equipment sizing load - 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 DoWtalk values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wr j9htSOfC Right -Suite ResideMi.1- 5.0.84 RSR26016 2002-Mar-01 10:21:37 E:tFdes\DR HORTON 2002\174911749.rsrPage1 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 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 i _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes Conditioned floor area (ft') 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 ft' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tintlother 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 W _ EF: 0.86 _ b. Frame, Wood, Adjacent R=I 1.0, 270.0 ft' Y 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 ft' _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 1. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code 1compliant features. Builder Signature: Date: Address of New Home:' _... Y? Lc.- (,1 . , -. City/FL Zip:`-=1 ,;')_ 1 a: t NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPADOE EnergyStarludesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at wwwfsec. ucf edu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY 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 Project Information For: DR HORTON Notes: Design Information 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 Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Internal gains 1150 Btuh Ventilation 1250 Btuh Heating Cooling Infiltration 2351 Btuh Area (ftz) 1760 1760 Total latent equip. load 4751 Btuh Volume (fN) 14080 14080 Air chapges/hour 0.80 0.40 Total equipment load 35095 Btuh Equiv. AVF (cfm) 188 94 Heating Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating input Heating output 0 Btuh @ 470F Heating temp rise 0 OF Actual heating fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Space thermostat Cooling Equipment Summary Make TRANE Trade Efficiency 10.2 EER Sensible cooling 29050 Btuh Latent cooling 12450 Btuh Total cooling 41500 Btuh Actual cooling fan 1383 cfm Cooling air flow factor 0.046 cfm/Btuh Load sensible heat ratio 87 % BoWtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. L VV"QHtsoft Right -suite Residential- 5.0.64 RSR26016 2002-Mar-01 10:21:37yA !& E:\Files\DR HORTON 2002\1749\1749.rsr Page 1 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 corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the pedmeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Mufti -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 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 reqyired. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All 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 __ 1607.1 — Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.11 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: w BASE AS -BUILT WATER HEATING Number of X Witiplier = 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 -Built 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 11921 4060 7871 23852 PASS EnergyGauge' rm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 1760.0 0.28 -492.8 1760.0 0.28 492.8 Winter Base Points: 4812.8 Winter As -Built Points: 9262.1 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 9252.1 1.000 1.00 1.078 x 1.160 x 0.92) 0.402 1.150 0.402 0.950 0.950 4060.2 4060.2 EnergyGauge"' DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE, AS -BUILT GLASS TYPES 18 X Conditioned X = Points OverhangBWPM Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 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 2506.0 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: 367.2 1 As -Built Total: 188.0 470.0 EnergyGauge® DCA Farm 60OA-2001 EnergyGaugeOlFlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points r 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 X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 39250.3 1.000 1.087 x 1.150 x 0.90) 0.284 0.950 11920.9 33355.9 0.4266 14229.6 39250.3 1.00 1.125 0.284 0.950 11920.9 EnergyGaugeTm DCA Forth 60OA-2001 EnergyGauge®1FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASS, AS -BUILT GLASS TYPES I18XCor4ditionedX, BSPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1760.0 25.78 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 6.0 230 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 EnergyGauge4i/FlaRES'2001 FLRCSB v3.2 4 E,0RU60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1749 Builder: DR HORTON Address: Xaj ml ('fa..7 C.V Permitting Office: O NYPI Permit Number: i w Jurisdiction Number: 4 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 (ft') 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 ft' _ 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 ft' _ EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 270.0 ft' _ b. N/A c. N/A 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, 1. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 It _ 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: 21-A A{e. DATE: 03.02 I hereby certify that this building, as designed, is in compliance with the Florida Energ Code. OWNER/AGENT.LI DATE: I ) I t-1 r)=:2) Ener Gau e®'khe 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: piW 9Y 9 ...,.,. . ,. I SENSITIVITY/PHYSICAL FACTORSt Customer understands and agrees that (I)it Is the responsibility of all famlly members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatment may have and (2)lt is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy or sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the,general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS; The Customer understands that; All components of the Sentrlcon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use 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 representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon" System it. Apex willt (1)so notify the Customer; (2)offer Customer the alternatives of either using it different form of termite protection or discontinuing the relatlonshlp(notet Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationshlp.); (3)lf the Customer and Apex (Parties) Agree on use of a different form of termite protection, glue the Customer credit for service paid for but not yet receivedr (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, andt(S)retrfeve, or advise DowElanco'or its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close tothelocationofanyStation, or; (3) soil is removed or added around the foundation, or; (4) any tampering -of baiting equipment or suppiles occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may Vold thisAgreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customersexpense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging 4ny partoftheCustomer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. Ail 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 cumul'ative, 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 Brcvard County, Florida. If any part of this Agreement IsheldtobeInvalidorunenforceableforanyreason, the remaining terms and conditions of this Agreement shall remain ineffect. 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, DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, shortages of fuel/or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be alterations; responsible for; (1)termite damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade (3)termite damage resulting from direct wood to soil contact; (4)fumiture and contents; (S)areas of existing damage unless areas have beenrepairedbyCustomer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute ArisingCustomeragreestosubmitthedisputetotheleastexpensiveprocedureofarbitrationinaccordancewiththerulesandprsduresderforcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance with and subject to all' thi provisionsoftheUniformArbitrationActasInforceIntheStateofFlorida, or the Federal Arbitration Act, 9 U.S.C. section 1, et se,Thi proceedingshallbegovernedbyonearbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or It: designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wll befinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an lndividual'bftsis andnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees assoclated with the arbitration proceedli%. ENTIREAGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties any nootherrepresentationsofstatementswillbebindingontheparties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreemed b relieved ofanyliabilityhereunderIfApexdetermines, In Its sole discretion, that It Is unable to prevent or stop farther damae to nt an Proper; from subterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control Inc. g NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writing t The ApexCorporateOffice. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the {dentifie Property foranypurposecontemplatedbythisAgreement, including but not limited to ro•inspectlon, whether the x accon t was r antlilc by theCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for it period of 1 (one) year from Its effective- date. Initial 12 (twelve) month period, Customer may transfer or asslgn this Agreement with a transfer fee payable to Apex wtthfn h thirty) daysofthetransferofthetreatedProperty. Trademark of DowElanco Brevard Area Orlando Area 508 SPlumosaSt. 7006 Stapoint Ct. #0 Tampa/Sarasota Area Merritt Island, FL 329S2 Winterpark, FL 32792 $314 Faulkenburg Rd N 407-459.2847 407.858.0540 Tampa, FL 33510 800-929.2847 888.764.2847 $13.221.2847 877.459. 2847 Pr Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install ; Contract Number 11'i11 L' • .+o' .+ q Phone & Emall INSTALLATION ADDRESS: l'e Quarterly Payment Amount ' First payment due on the Instal Anniversary Date) Any payment deemed, 30 days past due will result In the cancellation of this Warranty and JustifyremovaloftheSentriconSystem, Name Address City/State/Zip Phone & Email SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED; DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will. warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification And Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceedS1,000,000. Apex may chemically treat the affected area of the property at nocosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLFUGOVEERELATIONSHIPOFTHEPARTIES. Apex Ropresontadve Signature Date ustomer or Agent Signature Apex Pest Control Inc., (Apex) will, In sutistantlal compliance with all federal, state, and local laws, rules, and regulations, and ' all applicable recommendations contained In literature provided by DowElancot1InstallSentricon* stations (the Stations) In the soil around the outside perimeter of the structure($). 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 Increased termite activity noted at the Stationsb, any addition or removal of Recruit* ofRecruit* termite bait; andC. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obis ation. Pretreatment Plan may malntained for the LIFETIME of the identifled property subject to the terms - agreement for g The Sentricon er quarter (3mo period) payable on or before the end of the previous monitorirt And nditions of thisthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly Payment g Period. After. Per year, yment amount, not to exceed 10% The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintainbattedfreefromanyfactorscontributingtoInfestationsucha$ wood, trash, lumber, direct wood•soll contact stunderpiertypestructure, or as noted In "Special or Additional Comments". The Customer also a notif the areas) eliminate faulty plumbing; teaks; dampness from drains; condensation or leaks from the + ending water, the area(s) baited. At no time will damage caused to an green to notify. Apex of and Insect Infestation, be the responsibility of Apex In areas where any Portion(s) the Sti roof or otherwise into, onto, or under'. In Apex Infestation, alert the Customer n any of the above conditions d () of the conditions describedeven by an active wood destroying. ons described In this Paragraph exist. FailuredoesnotaleertheCustomersresponsibilityunderthisparitgraph,' DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WINCLUDINGSTATUTORYWA1.kA.NTIES ARRANTIES$ WHETHER Ems, ' MERCHANTABILITY + AND SPECIFICALLY DISCLAIMS EXPRESS OR IMPLIEDFITNESSFORAPARTICULARPURPOSE, OR W ANY ,IMPLIED W AINTEV , OFFURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROAp WO XKANLIIMSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORTINETC? SERVICE, Customer expressly waives and releases any claims to any lawsuit, arbitration TIT PRODUCT OR'. negligence, torts, personal Injury, death, violation of any statute, rule AMOUNTED TO AN EXPRESS WARRANTY, n or other legal proceeding agalnstAfor compensatory, incidental, consequential, exemplary, or regulation, loss of use, diminution of value, economic, eventshallApexbeliableforanyamountgreaterthatpunitive) pia liquidated, the,Custoes or special damages If any kind, and In CustomertoApexfortheservicetobeperformed. no, CITX OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIAENTIAL BUILDING PERMIT 1, Two (2) recent boundary and building location surveys showing setbncks 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: a. Foundation plan Indicating footor sixes for all bearing walls. Provide side viow details otthoso footers with reinforcement bar replacement. b. Floor plan Indicating interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoky detector, location(s), landings, docks and stairs. Bathroom flxturas and distances from walls are to be shown. Note the State of Florida requirements for bath door for eomplianco of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. p d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing inter and exterior. Show all components ofwall section. e, Framing plan for floor joists whore conventionally framed. Plan to Indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g. Stair details with troad and riser dimensions, stringor size, mothods of attachment, placement of handralls and guardrails. o h. Squaro footage table showing footagon ' Garagos/Carports S.F. Porch(s)/Entry(s) _._S.F. a Patios) S.F. Conditioned structure S.F. Total (Gross Area) S,F. o 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 0 4. Soil analysis and/or soil compaction report. If soils• appear to be unstable or if structure to be built on fill, a report may be requested by the Building Offlelal or his representative. a S. Other submittal Documents: a a. Utility letter or approval when publle water supply and/or sewer system connection to be made. b. Soptictank permit to be obtained from Seminole County Health Dopartment att 400 W. Airport Blvd,Sanford, F1(407) 665-3600. c. Arbor perailt when trans to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 0 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been Issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation olovation survey 4. Slab 5. Lintel- do boo ibs - columns- Coll$ 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Sot 10. Framing 11. Tenant Separation / flrewall 12. Insulation, walls and/or Collings 13. Eloctrical final, mechanical final and plumbing final14. Building final is. Other DATZ SIGNATURE O— , By Owner or Autho"2 4in D. R. HORTON HOMES A_LR SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT SUBDIVISION; BAKERS CROSSING ADDRESS rJ BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 'SETS OF ENERGY CALCS MANUAL 1/ DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPE?C CONTRACT Dri U6 ct)leuJ PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 60, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 60 CONTAINS 10.782 SOUARE FEET t THIS STRUCTURE CONTAINS 2190 SOUARE FEET t TOTAL CONCRETE 598 SO. FT. t TOTAL SOD 7994 SO. FT, t CLDERDALE CIRCLE OT OFNF' N79-49, A W CENTERLIN 87.97- - RIGNT_OF- WOF 8? 7g ryi 139.49' PC S79'4g§ 7T 0 1D URIITY I EASEMENT I. 9 GRAPHIC SCALE 0 15 3020.0• ENTRANCE 6 COVERED A/C Lai I PR40SED17 Lp I FINISHED FLOOR ELEVATION.29.1 r i vO1i I 28.4 N I LOT 59 0 i U iv r O 39.7' N f7 z i 100 d M LOT 61 Ptr7RCH. I ;.. 29.7' 17.7• +.... , . I I 17.7' I I LOT 60 DRAINAGE TYPE 8 ry Ill jyjyil 20• ENVIRONMENTAL CONTROL EASEMENT ly yOFSANFORD230 PREPARED FOR: DR HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' SIDE STREET: 15' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION, ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0135 E DATED 4-17-95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN N 89'35' 18"W 75.00' TRACT "I" LANDSCAPE BUFFER LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB RIGHT OF WAY LINE Pa• PCC PROPOSED ELEVATION POCmoll PROPOSED DRAINAGE FLOW ORPD O CONCRETE G L I BEARINGS SHOWN HEREON ARE BASED ON ITHEEASTERLYLINEOFLOT60AS BEING SOO'42'26"W PER PLAT, FIELD DATE;) SCALE: 1" a 30 FEET APPROVED BY: SJ JOB N0. ASM43022 DRAWN BY: LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT PI PCP PERMANENT CONTROL POINT PRCP) PER PLAT PT M) MEASURED TYP CALC) CALCULATED A/C FND FOUND CBW C/W CONCRETE WALK RP S/W SIDEWALK R G CONCRETE PAD CSPBPLATBOOKCPGSPAGESR/W 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 RADIUS CONCRETE 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. 11-1",5 FOR THE G'.%SM43MM43D22.dwa. 11110l2003 IM, '53AM 32801 (407) 426-7979 CITY OF SANFO RD P.O. 'Box 2847 SANFORD, FL 32772 PHONE u (407) 330-5630 APPLICATION FOR UTILITY SERVICE ACCOUNT (I''ULL NAME) Sirs SLRVICI: ADDRESS Cl_ t'r-_c I -e- I'AX 11 (407) 328-7367 AIL.ING ADDRESS oz ZIPS TURNONDATE --' SrNGLE FAMILY RESIDENCE __.. I MULTI -FAMILY RESIDENCE W•l- COMMERCIAL q± 4 u arL SOCIALWO R K 4p SECURITY# HOME# N-PL OWNER OF PROPERTY I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS, IAGREETOFOLLOWALLCITYRULESFORUTILITYSERVICEANDTOPAYCHARGESINEFFECTATTHETIMEOFDELIVERY. li SIGNED; DEPOSIT AMOUNT APPLICATION FEE OTHER FEES TOTAL DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE_ J CD Limited Power Of Attorney hearbY name and appoint: Craig Couiton andfir! ! i ! I/1 W W . each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Building Dept, of: r, I t' Op say)6(( For a residential permit for work to be performed at: CcA'j, c--1v- A Lot_G Subdivision Address: And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instrument was acknowledged before me this: Date: 1?, • • p, By: Richard B. Ladd ( Contractor ) Who Is personally known to me, State of FlorI PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA County of ra @ COMMISSION NO. 130134330 J .•. MY COM,,,,jISSI v.JULY 26,2006 Notary Public Sign reT---'4-- Notary Seal THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK OS091 PG 0377 CLERK'S # 2003200217 RECORDED 11/06/2003 02a07t13 PM RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordancewithChapter713, Florida Statutes, the following information is provided in the Notice of Commencement. Description ofppropperty: Lot(s) 56, 57, K. 59 and 60 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida"` General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple GERTIFIED Fee Simple Title Holder (if other than Owner): 14ARYANNE MOR109 Name: Phone #: CLERK OF CIRCUIT COUNTAddress: Fax #: SEMIE COUNTY, IrLORILIa Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 P, t iaK Surety (if any): Address: Amount ofbond: $0.00 Lender: Address: Phone #: Fax #: r, Phone #: n Fax #: Persons within the State of Florida designated by Owner provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: upon whom notices or other documents may be served as In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Hort nc. 0 by: a -s- Roj6ert A. -Laws , ssistant SecretaryCorporateSe1) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of V rr1- ,2003byRobertA. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on e a tTecorporation. He/She is personally known to me. Notary Public, State and County Aforesaid f!_1--& x I In- atul OFFIC A PATRICiA COULTONEARYPUBLICSTATEOFFLORiDA COMMISSION NO. DD134330 COMMISSION EXP. LY 26 Notary Sea] 10-03-203 9:52AM FROM P.1 CITY OF SAID FORD PERMrf APPLICATION Permit q _rJV I t,• Job Address: a + t. //^t ` D to: QA P— LD4— Description of work: Historic District; Zotaha<: Value of Works $ w v'orr.qq„ Permit Type: Building Electrical ,, Meohdnioal Plumbing Fire Sprinkler/Alarm Pool Electrical: New Servioo —mF of AMPS Addidot Alteration Change ofSoMoe Temporary Pole Mechanical: Residential - Non-Residatial RcpWAmeat New (Duct Layout & $stagy Cale. Required) Plumbing/ New Coqunerdal: # of Fixkm 11t ofWater tit Sewer Lines N ofGas Lines Plumbing/New Residential: M of Water Closets Plumbing Repair — Residendal or Commercial Occupancy Type: Residential Commoroia) industrial Total Square Footage: Construction Type: # of Stories: al< of DwelUng Units: Flood Zone (rzr4A form rsgatred for orucr thin X) Parcel s: Bonding Complier. Address: Mortgage Lander:_—.__..._ Address: ArchitecVknglactr: rhons. Address: Fax: Applieuion is hereby madeto obtain a permit to do the work and 11"llad0as as indiested. I oertiy this no work or installation has commippood prior to thewsuanceofapermitandthatallworkwillbeport'omtod to msm atandsrds of all laws 8`0041101 oonstrvetioa in thisjurisdiction, l uMorsand that a separatepermitmustbesaourodforSLECTRICALWORK. PLUMBINO, SION& WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONRRS, sic. OWNER'S AFFIDAVIT:I uortiy that all orthe foregoing infosmstion Is aawa'ate and that all work will bs done In compliance with all applicahlo Nw.t rcPulsongconstruodonandtoning,' WARNINO TO OWNM YOUR FAILURE TO RECORD A NOTICE OF f6'OMMBNCEMBNT MAY RESULT IN YOUR PA Y IN -6TWICEFORIMPROV#MENTJ TO YOUR tROPIRTY, IF YOU INTEND TO OBTAIN FINANCINO, CONSULT WITH YOUR LBNDRR OR ANATTORNEYBEFORERBCORDtNOYOVKNOTICEOFCOMMBNCBMENT. sI1•GF: In addition to the requitemlints of this permit, thsm may be additional restrictions applicable to this property that may be found in dre public records o: this county, and there may bs additional permits roquitsd from other tovommssal entitict such as water management districts, sago sacncies, or fodcral agencies. Accepmancc ofpermit is verification than I will notify the owner ofthe propstq or the requiremenur of Florida Lien Law, FS 713. SignacaroufOwnot/Aaent Date SignbtvreofConttaetor//Afgout Date Print Owpst/Agent's Nama Print C or/Aroat's Name Si8113*1u1`e Of Nolary•Slate vrhlorida• Date Sispolure of Slate of fluri:7 UwncNAgsnt Is .-- Personally Known to Me or Produced ID _ ,• COntnotor/A'Sent is—Zpvrsonally Known to le Bum G Logan Produced ID , My Commission DD201561 o, t+ Expires May 17 2007 APPLICATION APPROVED BY: Bldg: • Zoning: Utilities: FD: Initial & Dare) (Irtilia) tit Date) (initial tit Dote) (Initial & Dam) Sr-edai Conditions: