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Home My WebLink About109 Calabria Springs Cove - BR03-001002 - SFH (A)PERMIT ADDRESS PROPERTY OWNER & k%,A ADDRESS PHONE NUMBER FT.FC'TRTC'AT. CONTRACTORACTOR MECHANICAL CONTRACTOR ili( NY" PLUMBING CONTRACTOR F MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE L SUBDIVISION PERMIT # OA DATE PERMIT DESCRIPTION a. PERMIT VALUATION SQUARE FOOTAGEO)A!6b d H m i:. CITY OF SANFORD MECHANICAL PERMIT APPLICATfON Permit Numbe673 W 2— Date: The undersigned hereby applies for a permit to install the following equipment: Owners Name: flayAddressofJob: Mechanical Contractor: / Residential Non -Residential i mount Nature of Work 3. Job Valuation: Application Fee: 510.00 TOTAL DUE: By signing this application, I am stating that I am in compliance with City of Sanford Mechanical Code. Applicant Signature State License Number CITY OF SAf NF/O RD ELECTRICAL PERMIT APPLICATION Permit Number: r y`— Date: ez, zo -0 _ The undersigned hereby applies for a permit to install the following electrical: Owner's Name: Address of Job: iaq ti la br r rr Electrical Contractor: '< -F V-e S e(A"- 11- Residential: V Non -Residential: T f , k— By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature Od -2-O'i t:' State License Number CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number. ~ iQn 4 Date: ) I IL3 L The undersigned hereby applies for a permit tor install the following plumbing: Owner's Name: BevxZ6, Address of Job: IN 0.c.,t...1C.1 6V i Plumbing Contractor: Residential: Non -Residential: Number Amount Addition, Alteration, Repair Residential & Non -Residential) New Residential: One Water Closet t?a Additional Water Closet t7.CC Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanfgfd]Plumbing Code. State License Number ea"dy' For Ptckup0e' °• „ Piea se Gatl Ain- 1, t4o7)i47 st67' CITY OF SANFORD PERMIT APPLICATION ®. Permit No.: Jl d. Date: O Job Address: Permit Type: Y Building Electrical Description of Work: SFR Plumbing Fire Alarm/Sprinkler * Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole ,New AND Service (#.of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial:.Number of Fixtures Number of Water &. Sewer Drainage Lines Number of Gas Lines Occupancy Type: V Residential _Commercial _ Industrial Total Sq Ftg: -Q,ScK-) Value of Work: $ o Type of Construction: SF - C KQ Flood Zoned Number of Stories: _ jNumber of Dwelling.Units: Parcel No.: 3-_ d - n - SLy _ (Attach Proof of Ownership & Legal Description) e Owner/ Address/Phon e: 'Y) eaze, Aa-,ve sQY Contractor/ Address/Phone: (Y',r t, a..s 0.N¢ ,, s j .1 •.1 1( e S ,r-.rr \ r .,Ce rti rv. n r, 3- tQ - 41 N 4 State License Number:' Contact Person: N,1,,N , (L'o Phone & Fax Number: mph _ q! }- [ g t to ! ,61 - 905 - 8I a, Title Holder (If other than Owner): P\ Address: tQ J A Bonding Company: ,3 .Q, Address: Mortgage Lender: Address: Architect/ Engineer \t-lrr; cc e_. Address: 0 cr t Phone No.: kkc-A L jc OQ Fax No.: Ao-A .- 1 y , y *17 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is. accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING.TO.OWNER: YOUR FAILURE TO RECORD A NOTICE, OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR.LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal: agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signa a of 0 er/Agent Date Signature fC tractor`/Agent Date Print ent's Name Print - o o Agent's Name - f i Si of Not - to of Florida Date Si ota - ate of Florida Date OF Fto D. A. CLARK .oF r o D. A. CLARK 9 NOTARY o My Comm 27/03 QNOTARYoMyCom —..p, 6/27/03 a Rueuc r NPUBLICCC 850099 lJa. CC 850099 ally Known 110tlter I.D. versa-nall yKnan.n 11 Other I.D. - Owner/ Agent is t P/ ersonallyKnown to Me or Contractor/Agent is Personally Known to Me or ProducedIDProducedIDAPPLICATION APPROVED BY: '6 — Date: ' 3 Special Conditions: ` COUNTY OF SE^INOLE IMPACT FEE STATEMENT ISSUED BY CITY \]F SANFORD STATEMENT NUMBER 103-75342 DATE: BUILDING UNIT ADDRESS:A Cox/ ` - --- l 4^m_ -------_---___'---_-_ TRAFFIC ZONE: JURISDICTIMORD__________ SECx TWP: RNG ^ PARCEL: .......... ..... __.... .... .... .... .... SUBDIVISION: ^\u slTRACT: ..... .... .... .... .... ........ PLAT BOOK - PLAT BOOK PAGE:____ OWNER NAME: ADDRESS - - - ' --'- —'-- - -- --/ i~ s l' APPLI ANT NAME - ' --------------~~~--------, --------~-==~-'-~^~-~`'/ T-='"--------------------------------~..------------- | ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House ,r TYPE USE: Residential ` WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS | ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 / LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.0O AMOUNT DUE $ 2 .O0 STATEMENT ' RECEIVED BYx ._ SIGNATURE-. PLEASE) PRINT NAME) ` DATE: \ - l NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO ja-IFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2- APPLICANT 4-COUNTY ' 72. NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH \U ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR / [\U UU EDUCATIONAL ( SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. TKE REQUEST FOR REVIEW MUST MEET THE REQ10REMENTS OF THE. COUNTY LAND DEVELOPMENT CODE~ COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** 7— Permit Number: Prepared By Amy Condon, BEAZER HOMES and 215 N. Westmonte Drive Return To: Altamonte Springs, FL 32714 NOTICE OF COMMENCEMENT. State of Florida County of Seminole MARYANNE MORSE, CLERK OF CIRCUIT.COURT SEMINOLE COUNTY BK 04683 PG 1178 CLERK'S # 2003015511 RECORDED 01/28/2003 01:29:14 PM RECORDING FEES 6.00 RECORDED BY L McKinley The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1 PA 3 Description of property: Lot Number 3_ Legal Description . Calabria Cove, according to the plat thereof, as recorded in Plat Book 60 pages 8 - 10, of the public records of Seminole County, Florida. Street Address General description of improvements: New single family residence Owner Information: Name Address Tel. Number 4. Fee Simple TitleHolder: N/A 5. Contractor: Name Address Tel. Number 6. Surety: N/A 7. Lender: N/A yl ,Beazer Homes Y 215 N. Westmonte Drive Altamonte Springs, FL 32714 407-339-4114 Marcus L. Watters, Jr. 215 N. Westmonte Drive Altamonte Springs, FL 32714 407-339-4114 CERTIFIED COPY MARYAN-PIE' MORSE CLERK OF CIRC IT CQURTSEMIOLECFORMA E f =lFR 8. Persons within the State ofFlorida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. Date Sign : 1- acr -O3. Signature of Owner's Agent, Amy Condon,,-',—QA 1tica. Swo subscribed before me this (, i"'day of n nL R 2003By Amy ondon, who is p s ' wn tome. Notary Seal: e D. A. CLARK MyComm EP /03 CC I aly Known LI Other I.D. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL a r Seminole Count-, Rvpert}yol Proiisr f _. I ::. f ' z '- ODVArvicti I It t !. kirat St, 401-665-; W 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 0 Parcel Id: 32-19-30-5LY-0000-0330 Tax District: S1-SANFORD Depreciated Bldg Value: $0 Owner: BEAZER HOMES CORP Exemptions: Depreciated EXFT Value: $0 Address: 215 N WESTMONTE DR Land Value (Market): $27,700 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: Just/Market Value: $27,700 Subdivision Name: CALABRIA COVE Assessed Value (SOH): $27,700 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $27,700 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: $586 Find Comparable Sales within this Subdivision 2002 Taxable Value: $27,700 LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 33 CALABRIA COVE PB 60 PGS 8 THRU 10 0 0 1.000 27,700.00 $27,700LOT OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes. http://www. scpafl. org/pls/web/re_web. seminole_county_title?PARCEL=3219305L Y0000... 1 /26/2003 LIMITED POWER OF ATTORNEY DATE: \ - QI, cL, CN - I HEREBY NAME AND APPOINT: ANGELO SANTIAGO and AMY CONDON EACH AN AGENT OF: BEAZER HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: C- FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDIVISION: ADDRESS: 1c R C\c ti) r, C'_.a,c AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARCUS L. WATTERS, JR. NAME OF CONTRACTOR.) SIGNATURE OF CONTKX7CTOR. STATE CERT. # CBC 053044 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this DATE: 1 _ a4, _ 0 BY: MARCUS L. WATTERS, JR. Who is personally known to me and did not take an oath. STATE FLORIDA CO ORANGE, E OF F10 D. A. CLARK OTAR> o MY Comm 7/03 w aueuc a o. NCC 850099 N own I Otha 1,0. I E NOTARY SEAL. Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING L I N 89°40'49-W L 2 S 89°45'58"E KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 & 28 L2 N 10 Z LOT 33 O A/B- GRADING rov 9.132 SO. FT. 0 10. L> LANAI C. n z tV 26.0' LOT 34 m , in nlm MODEL FP-6 1 in tA ELEV. '8 6 D' ONE STORY RESIDENCE FIN. FL. ELEV.:55.5 i y V O O N 10Vl1O w I o IO.p 12.0' 225.37' 9.0' , 65'D 40'W 0 20.0' 110 LI 00 v; N DISTANCE 60.00 60.00' OOR SLAB E-'LE\JAION B, RASE OROW NLF16 , ABO\ MU r AiDjf ENT BOA[) LESS 0 APPROVED CITY OF SANFORD ADDRESS: 109 CALABRIA SPRINGS COVE AREAS: DRIVEWAY: 416 SO. FT. LEAD WALK: 43 Sa FT. SETBACKS: SITE DATA O Front 25' Rea- 45' HPERVIOUS SO. FT. . 327% o Side 7.5 ' Corner 25' LOT SO. FT. IMPERVIOUS AREA -2985SO. FT. REFERENCED BEARING P.C.P. CIL CALABRIA SPRINGS COVE N 89° 0749-W 954. 46' 50' R/W) TRACT F PRIVATE ROAD. & UTILITY EASEMENT LEGAL DESCRPTION.' Lot 33 . " CALABRIA COVE " according to the plot thereof as recorded in Plot Book 60 . Note: Bearings shown hereon are referenced to the C/L of pages 8 - 10 of the Public Records of Seminole County. Florida. of CALABRIA SPRIVGS COVE as being N 89°4049-W. Vertical datum is based on NGVD per EngineeringFLOODHAZARDDATA: The Parcel shown hereon ies within Flood Zone -X". construction plans by Burkett Engineering. hc. occord»v to the Federd Emergency Management Agency. Letter of Mop Project No. 9709-3 1Revision7LOM41CaseNumberIli04- 12 P. Doted March 8. 19 9 6. General Notes: 1. This is a BOUNDARY Survey performed In the field on Proposed 2. No aerial, surface or subsurface utility installations, underground improvements or subsurfacelaertal encroachments, it any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, N any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon Is subject to all easements, reservations, restrictions, and Rights-ol-way of record whether depicted or not on this document. No search ofthe Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes X* Iron rod with yellow plastic cap marked LB4937 or LS3182, or Iron rod with red plastic cap marked 'Witness Comer, unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument Legend Temporary Benchmark o onset assumedSidewalk O R.B. OfficialRecords Book coed Back sidewalk pB Plat Book CA rfCentedine PC Print of Curvature d Central or (Delta) Angle FCC. Point of Compound Curvature CALC Calculated P.C.P. Permanent Control Point CB co Chord Bearing Chord PG. P.R.M. Page PermanentReference Monument C.M. Concrete Monument P/L Property Une EL. or ELEV Elevation P.O.B. Point of Beginning FINAL EL. Elevation (Measured) P.O.C. Point of Commencement FD. Found p) Point of Intersection Fin.Fl. Elev. Finished Floor Elevation PRC. Point of Reverse Curvature I.P Iron Pipe PT. Point of Tangency I.R. Iron Rod R PAD Radius Radial LineL LB Arc Length Licensed Business RES. Residence LS. Land Surveyor RrVV Right-ol-Way Mea Measured TBM Temporary Benchmark N/D(NdD) Ned and Disk TYP. 41-11- Typical Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Certlfleatlon: Not valid without the signature and the originalraised seal Drawn b y : CMofaFloridalicensedsurveyorandMapper This survey meets the requirement Mrlda Minimum Technical Checked by : DP olds as contained in 81G 17 Florida Administrative C Prepared For. BEAZER Sketch of Legal Description Job Number: 01-005-02 This is not a Survey Scale : 1'- 30' Plol plop performed: 01-17-03rimA. Herr, P.L.S. Ronda Replsfere Land Surveyor No. 319? Fo u n do l i o n Survey: Darse L. Prxemienlecki, P. S.M. Registe+ Surveyor and Mapper No. 6030 F i n o 1 Survey : William R. Heir, P. S.M. Registered Su rand Mapper No. 6092 Revision s Herx 6 Associates Inc., State of Fkxfda LB 4937 Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING L I N 89°40'49"W L 2 S 89°45'58"E KAYW00D REPLAT PLAT BOOK 30. PAGES 27 d 28 L2 LOT 33 A/B' GRADING v V 9.132 SO. FT. 10. o LANAI o 14.0' n; _ D Z IV 26.0' LOT 34 m c'i , b. m Rl MODEL FP-61 m 1.ELEV. B 6 D' r;n i ONE STORY RESIDENCE 2 m _ FIN. FL. ELEV.:55.5 ti Jt 8.0' 40'W 0 65'D l0. 12.0' q_ f I 20.0' V Noto 0.0 _ rr' rr, tonm m u, a H; 00 M Tm Ul -z1 A N 10. DISTANCE 60.00' 60.00' FLOOR SLAB ELEVATION MUST BE 16" ABOVE CROUP LOT 32 , Of ADJACENT ROAD UNL8 OTHERWI- E APPROVED CITY OF SANFORD ADDRESS: 109 CALABRIA SPRINGS COVE AREAS: DRIVEWAY: 416 SO. FT. LEAD WALK: 43 SO FT. SETBACKS: SITE DATA M O ERS0. FT Front25' Reor 45' t -- _-- - 32.7% M , r lo Side 75 'Corner 25' LOT IMPERVIOUS AREA -2985SO. FT. 225. 37' ' L I 0 0 N REFERENCED BEARING P. C.P. CIL CALABRIA SPRINGS COVE N 89°40'49 W 954. 46' -—P.c.P. 50 ' R/W) TRACT F PRIVATE ROAD, d UTILITY EASEMENT LEGAL DESCRPTION.• Lot 33 . " CALABRIA COVE ' hereon ore referenced to the C/L o occordngtotheplotthereofasrecordedinPlatBook60. Note: Bearings shown CALABRIA Shhown ownhCOVE as bN 89°40'49"W. at pages 8 - 1 6 of the Pubic Records of Seminole County. Florida. being Vertical dottirn is based on NGVD per Engineering FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X". construction plan by Burkett Engineering, Inc. according to theFederalEmergencyMaxwmentAgency. Letter of Mop Project No. 9709-3 1. Revision LOMR) Case Nwber 96-04- 12 `t) P. Dated March 8. 19 9 6. General Notes: 1. This is a BOUNDARY Survey performed In the field on Proposed 2. No aerial, surface or subsurface utility installations, underground improvements or subsurfacelaerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference In elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to alt easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search of the Public Recordshas been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes %* lion rod with yellow plastic cap marked L84937 or LS3182, or X' Iron rod with red plastic cap marked 'Witness Corner` unless otherwise noted. O Denotes P. C.P. (Permanent control point) Denotes Permanent Reverence Monument Certification: Not valid without the signatureand the original raised seal of a Florida licensed Surveyor and Mapper This survey meets the requirements bride Minimum Technical STanQerds as canfained in Q1G17 FloridaAdministrative Coc(e. , t I! Dares L. Przemlenieckl, P. S. M. Registerft Surveyor and Mapper No. 6030 William R. Hent, P.S.M. Registered Su r and Mapper No. 8092 Herx 6 Associates Inc., State of Florida LB 4937 Legend Temporary Benchmark as O.R.B. orraer Oftia/Records Book assumed tl PBPlatBookBOWwalkBackofsidewalkPCPointofCurvatureCAdCenterlineCentral or ( Delta) Angle PCC. Point of Compound Curvature CALC Calculated P. C. P. Permanent Control Point CS Chord Bearing PG, Page co Chord P. R. M. Permanent Reference Monument C. M. Concrete Monument p/L Property Une EL. or ELEV Elevation P. O a Point of Beginning FINAL EL. Elevation (Measured) P.O.C. Point of Commencement FO. Found P.I. Point of IntersectionFin .Fl. Elev. Finished Floor Elevation PRC. Point of Reverse Curvature I.P. Iron Pipe PT point of Tangency I.R. Iron Rod R Radius L Arc Length RAO Radial Line LB Licensed Business RES. RAV Residents Right-ol-- Way LS. Mee Land SurveyorMeasured TBM Temporary Benchmark N/D(N&D) Nail and Disk TYP. Typical Not Radial Fence symbol ( see drawing)N.R. X--X• Fence symbol (see drawing) Sketch of Legol Description This is not o Survey Drown by: CM Chocked by: DP Prepared For: BEAZER Job Number; 01-005. 02 Scale : 1'- 30' Ploi pIon porform*d: 01-17-03 Foundorion Survey: Fin ol Survoy: Revisions . Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L 1 N 89°40'49'W 60.00' L 2 S 89°45'58'E 60.00' KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 d 28 L2 it O I LOT 33 I OA/B GRADING vv v 9.132 S0. FT. o A v O 14.0' pCy 2 n z LANAI z_ v L 2 N 26. 0' LOT 34 m M LOT 32, b. rm Rl MODEL FP-61 my rrlo m N ELEV. 'B 6 D1.; i m ONE STORY RESIDENCE rn c FIN. FL. ELEV.:55.5 it Ul ^ y V b ' ) Q CITY OF SANFORD ADDRESS: 109 CALABRIA SPRINGS COVE 8. 0' 40'W -- 0 6s'o AREAS: DRIVEWAY. 416 SO. FT. 20. 0' 10.0 LEAD WALK: 43 SO. FT. o SETBACKS: SITE DATA —_- 0 Front 25' Rear 45' MDERVIOUS SO. FT. . 327% M v o Side 75 ' Corner 25' LOT SO.. FT. IMPERVIOUS AREA -2,985SO. FT. 225. 37' LI 0 0 N REFERENCED BEARING P. C.P. CIL CALABRIA SPRINGS COVE N 89°40'49-W 954.46' - r.P. 50 ' R/W) TRACT F PRIVATE ROAD. & UTILITY EASEMENT LEGAL DESCRIPTION.• Lot 33 . ' CALABRIA COVE referenced to the C/L accordingtothetthereofasrecordedinPlatBook60 . f CALABRIA Note: Bearinqs shown ShhownownhCOVE hereon are as rrN 89° 40'49 W. at pages 8 - 1 of the Public Records of Seminoleo County. Florida.beingVerticaldolurn is based on NGVD per Engineering FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone W. construction plans by 1. Burkett Engineering. Inc. occordnq to theFederalEmergencyMmagementAgency. Letter of Map Project No. 9709-3 Revision LOAR) Case Nunber 96-04- 12 ZJ P. Doted Morch 8. 19 9 6 General Notes: 1. This is a BOUNDARY Survey performed in the field on Proposed 2. No aerial, surface or subsurface utility Installations, underground improvements or subsurface/aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference inelevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of --way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legs/ description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. e Denotes Pi' iron rod with yelluw plastic cap marked L84937 or LS318Z or iron rod with red plastic cap marked "Witness Corner" unless otherwise noted. O Denotes P. C.P, (Permanent control point) Denotes Permanent Reference Monument Certification: Not valid without the signature and the original raised seat o/ aFlorida licensed Surveyor and Mapper This survey meets the requiremenqAtOwfbrida Minimum Technical Standards as contained In t 81G f 7• Florida Administrative Co79, Dare& L. Prxemlenleckl, P.S.M. Regisferip Surveyor and Mapper No. 603o William R. Henx, P.S.M. Registered SurV61yor and Mapper No. 6092 Herx d Associates Inc., State of Florida LB 4937 Legend Temporary Benchmark as onaer assumed datum), O. R.B. 0. Offset OfficialRecordsBook BOWBack of sidewalk PloBook Centerline PC Point or Curvature A Central or (Delta) Angle PCC. Point of Compound Curvature CALC Calculated p C! p permanent Control Point CB C. Chord Bearing Chord PG P.R. M. Page Permanent Reference Monument C. M. Concrete Monument PrL Property Line EL. or ELEV Elevation P O. B. Point of Beginning FINAL EL. Elevation (Measured) P.O.C. Point of Commencement FD. Found P.I. Point of IntersectionFin, Fl. Elev. Finished Flow Elevation PRC. Point of Reverse Curvature I.P. Iron Pipe PT Point of Tangency I.R. Iron Rod R RAO Radius Radial Line L LB Arc LengthLicensed Business RES, Residence LS. Land Surveyor Mee Measured TSM TBM TemRighporary Temporary BenchmarkB NID(N&D) Nail and Disk TYP. Typical N.R. Not Radial 41^11 Fence symbol (see drawing) X—X- Fence symbol ( see drawing) Sketch of Legal Description This is not o Survey Drown by: CM Checked by: OP Prepared For: BEATER Job Number: 01-005. 02 Scale : 1'- 30' Plot Ion perlormed: 01. 17-03 Foundation Survey: Final Survey: Revisions . 4 FeS,. celved CITY OPT SANfORD PERMIT APPLICATION Permit No.: M 1 y Job Address: I Qq (QJ Permit Type: Building Description ofWork: Date: C Irc QJ CI Electrical Mechanical Plumbing Fire AlannfSprlakier Additional Information for Electrical & Plumbing Permits Electrical: 'Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Numbcr of Gas Lines Occupancy Type: Residential _Commercial _ Industrial Total Sq Ftg: Value of Work: S Type of Construction: I-)bc,1 Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: 3 2-1 q - - J L9 ocx--o - 03ao (Attach Proof ofOwnership & Legal D=ription) Owner/Address/Phone: ?jea - VAL-,(-Y .QS' , - hn N1, i lit 1 QQ Cx YY State License Number. -fk-U4 )LO Lo -t_7 Contact' Person: L . aakran Phone & Fax Numbergt)7- Co S9 j Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender. Address: Architect/ Engineer Address: Phone No.: Fax No.: Application is hereby made to obtain a permitto do the work and installations as indicated. I certify that no work or LWallation has commenced prior tothe issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FORIWROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this propwy that may be found in the public records of this county, and there maybe addition7ropertyo, from oUicr go ernmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of thments of Florida Lien Law, FS 713. Si of er/Agent -ate of Co or gent Pr r n ntOvofier/Agents Name ontractor/Agents N V) M'g _ r• J 4 0 otary- State of Fl @w° Si f Notary -State o ' • o 0 7 8 m ff Owner/ Agent i Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: l Date:/ — 3 Special Conditiot LIMITED POWER OF ATTORNEY Date: .y ;24) C I hereby name and appoint r Of Cto be my lawful attorney In fact to act for me and apply tofor A _. t" Y permit for work to be performed At a location described as: Section Township Range Lot_ Block Subdivision(Ab( Owner of Property and Address) and to sign and do all things necessary to this appointment. Tye or Prjat name of Certified Contractor and License #) Signature of Certified Contractor) Acknowledged: Sworn to and subscribed before me this 244'Gk-- Day of1MC1keja_ A.D.a0C-5 Notary Public, State of Florida Seal) My Commission Expires: Ne m Public - staea ed RoddMA My Comm. Eqk u Mzsy 27, M Cwnmisalan # DD12l 3ii5 BondW By National ' rd"W. CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: (ID)_ iLI Date: LOR The undersigned hereby applies for a permit to install the following electrical: Owner' s Name' 4 Ynmps Address of Job: 1 u Electrical Contractor: ze, Residential: Non -Residential: By Signing this application I am stating that I am in complian ith City of Sanford Electrical Code. Applicant' s Signature State License Number 111897 LEMMD POWER OF ATTORNEY Date: of in 1 aC L2 permit for work to be performed at a location described as: Section Township Range Lot Block SubdivisionCp-...,L. nG c . Owner of Property and Address) and to sign my name and do all things necessary to this appointment. 6- tleAn NA-A-n TypA, or Pfpny4ame of 9ertified Contractor and License #) Signature of Certified Contractor) Acknowledged: Sworn to and subscribed before me this Day of 1Y t,- A.D. 3 Notary Public, State of Florida Seal) My Commission Expires: MICHELI, E L. p. v - pinkie d R adds y My Comm Eonz May 77, 20M Cminiazlon S DD120M eed By National Notary AM. rermit Number IINI11IIIN11111IN11111111111IN11N11IN111111HI11111 Parcel Identification NumberV-P-30--'5-(j DX33 ) Prepared by: m (Ci-)a1 le V-e iq ,--) Returnto:b VjtW ' 1450 s r P( 4* 11W V 5rd, FL 3X l NOTICE OF COMMENCEMENT State of FJ-Qa County of 'no(f., MARYANNE HORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04766 PG 1212 CLERK'S # 2003055511 RECORDED 04/02/2093 11i0ti0 AM RECORDINB FEES 6.00 RECORDED BY L McKinley CERTMED COM MARYANNE MORSE CLGkK OF CIRCUIT COUKT LE ORMA APR 2 2003 The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of the property, and street address if available) Lo+ 33 Cc kU-buija cow V e LC() pgD $ -10 2. General description of improvement(s) Gw.`MCntn 3. Owner information Name-6@3z ( 166TTV,/J Telephone Number Igq-(p Address a S e5l1 YL Fax Number Interest in Property:'3v l) C rGe`YY16`n t 0f tt1 j,... 31 1- 4. Fee Simple Title Holder (if other than owner shown above) Name Telephone Number Address N A Fax Number 5. Cont forName} 00s bq &-oJ- V-,L4 ddress 145-D KashY 5o x V , L- 3 11a741 1 6. Surety (if any) Name Address 7. Lender (if any) Name 1 Address 1 Telephone Number '107-a3-19LPV Fax Number y 0-1-- - i.vS(_j 9 Telephone Number Fax Number Amount of bond $ Telephone Number Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedby713,13(1)(a)7, Florida Statutes. Name ` ( 1 Telephone Number Address 1! Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as providedin71 ' 3(1)(b), Florida Statutes. Name ^ Telephone Number Address 1 j k Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless differentdateisspecified): Date Signed must sign... and no one eJa4may be permitted to sign in his or her stead." Swom to and subscribed before me this day of - oju - ch 0 r by lcz who is personally known to me OR produced as Identification. MA 1J, Ab A 0,1,.uY ... MICHELLE 1.1E1 1erdn Notes! eubije - % Signatu of Notary•s Nh c " . eEvl * wi wim 27..E can , , zooa F: Swell By Nnuonel Noldri ice^ s PARCEL DETAIL v"* e Z 00 t WO0D.RIDOE.TR1_ YTOJ. W{ 15ir n SL WsnikrdIll.4i771 4t3=tam- 2003 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 32-19-30-5LY-0000-0330 Tax District: S1-SANFORD 0DepreciatedBldgValue: Owner: BEAZER HOMES CORP Exemptions: Depreciated EXFT Value: $0 Address: 215 N WESTMONTE DR Land Value (Market): $33,500 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: Just/Market Value: $33,500 Subdivision Name: CALABRIA COVE Assessed Value (SOH): $33,500 Don 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $33,500 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: $586 Find Comparable Sales within this Subdivision 2002 Taxable Value: $27,700 LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 33 CALABRIA COVE PB 60 PGS 8 THRU 10 LOT 0 0 1.000 33,500.00 33,500 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web. seminole_county_title?PARCEL=3219305LY00000... 4/ 1 /2003 FROM : WESTOVER CLUB FAX NO. : 4072990143 Feb. 20 2003 02:33AM Herx & ,Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of rho Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I N 89°40 49 W 60.00' L 2 S 89045 -58 -E 60. 00 KAYWOOO REPLAT / PLAT BOOK 30, PAGES 27 6 2.8 L2 N o to. 10,0 r N LOT 34 ^' ti ; b LOT 32. APPROVED a m F MODEL FP-61 mC4 d AS NOTED mVAELEV. -B d D' hr ONE STORY RESIDENCE n.m z PIN. FL, ELEV-:55.5 m ? r x V1 0 Vt ti A ti r n ti ti A CITY OF SANFORD ADDRESS: 109 CALABRIA SPRINGS CC e. oa0 W o as' o AREAS DRNEWAY. 4A5 50. FT 20. 0 10.0 LEAD WALK: 43 50. F SETBACKS- SITE DATA v n o Front 25' Reor 45 AfERVIOUS 50, FT. - 32 r7 , Side 7.5 ' Corner 25 LO1' 50. FT. IMPERVIOUS AREA - 2.985 SO. FT 22s.37 LI 0 0 v C REFERENCED BEARING P.C. P CIL CALABRIA SPRINGS COVE N 89940 _497W 954.46 P.C.P. SO' R/ W) TRACT F PRIVATE ROAD. & UTILITY EASEMENT LEGAL DESCRPTIOM Lot 33 . ' CALABRIA COVE " occordng to the plot thereof as recw&d in Plot Book 60 of C LABBeorRIgA shown hereon ore referenced to the C of pages 8 - 10 of the Pubic Records of Sarninola Colnry. Florida of CALABRIA SPRNGS COVE os being N 89`40'4911', Vertical datun is based on NGVD per Er ' arirg FLOOD HAZARD DATA The Prrcel shown hereon ies aithn Flood tons -X. construction plans by Burkett Engrleerny hc occoruil9 tv the Federd Emergexy A ement A9enry Leiter of .tu Pro jsc No. 9709=3 4 Revision IOW) Cosa Amber 46-OQ- 12 P, Doled kbrch 0. 19 9 6. General Notes: 1, This Is a BOUNDARY Survey performed In the field on Proposed 2, No aeilal, surface or subsurface utility Installations, underground improvements Or subsurface/asnal BneroaCllmants,.It any, ware located 3, Building ties shown are to the exterior unfinished Ibundatlon surface or tormboafd 4. Elevations shown 11e1`00h, If any, are assumed and were obtained hum approved Constfucflon plans provided by the Cirent unless otherwise noted, and are shown only to dopict the proposed or schial crinerance in elevation relative to the assumed lemp6rary Benchmark shown hereon. 5: Thal parCEl shown hereon /s subject to all easamants, reservafbns, restnclions, and Rights -of - way o/recofd whetherdep)cled or not on this document. No search of the Publk Retards he#,.Gagra tt adra by INS oA'ka a. The legal da3crfp!lon sbowri Aareon Is as furnished by cffenr. 7. Plattedanpfieaduredd(t6f1M a/rd<111`0 0113are the some unless otherwise noted. DOnvtos%snrodwlth•y_euoiv0astic`uepmarked 034937 orLS3184 Or k- ironro0ith-rsd pfaslk cap•R+arked'Wifness Corner unless otherwise nvred a DenetesP.C.P..(Pamaaant control point) nenoles POrofattentReferencePAonumentLegendTomporaryBenchmark 0v3 O.R. H. Offset oficia/ RaoordaBoC faasumed delrwn, L F'B Pfe(000R BOW Beck or svdewalk PC Palm of Cmvalvro CA' CBnterfins PCC. Pant of Compound d Ceafre/ of (Dene) Angle P G.P. Pormanenf Control l CALC Caku/ sfed PG. page Ca Chwd Saw-M P.RM. FNrmanw)f Retoron, coChord PA. Pmpvny L%no C.M. Concrete MOnumerd P.O.Q PoW of0"i4Mno EL or CMv 4V "jtlon P.O.C. PGlnf of cgm"nca FINAL EL- Elevation (Afeaevred) P.I. point01I4lemeCAOn PD. Found PRC Flom(Or RavWso Cu Fin Fr Erev. Finnthdd F100r C7pvWbn PrPVAW or Tonpanq I.P. Iron moo R Radius 1.9, fron RtrJ FUO Rrw8A1 Llna r Arc Length RES. Resfdanaa La LimAsed BVFneis RAN Rlghf kwsy Ls. Lend S( Aver YBM T.—Pon" ae..ch,ru Mao Njo( NaD) AMao. l Nad wW DishTYO. Jr.,y- ry_ r Fo,ti- A sYmPWMoe r l NR Not Radiat X J(. FSMV SYMW (Ate r... CM ChoI!•ad by: DP CsRIfla110n: Not v lld plth0utand avre and the orf0lnd resod seat Pr apor ad For : b£AZER or a Florida R onsad Sarvayof Minimum Taohrk'Jl p e s c r 1 p t i o n Job Mvpba/: e1-005-C This sw" y moats tharoguxmmen 81 Sketch O f Lego[ scot, = 1 - 30 • 5jg erds 9t con(einod In C RI77PI-M. AdrrynlarraaNenotS u r v e y v 4 This 1 S 4 Plot pao- parrorwed: l f,.r,ae Sumer: Permit # Residential Swimming Pool, t andd _i t f i b ActSpaSafety I (We) acknowledge that a new swimming pool, spa or hot,tub will be constructed or installed at 1 aq C oQ b1uU- Qc5tW— , and hereby affirm that one of the following Please Priht Street Address) methods will be used to meet the requirements of Chapter 515, Florida Statutes. please initial the method(s) to be used for your pool) 6 I pool will be isolated from access to the home by an enclosure that meets the pool barrier requirements of Florida Statute 515.29; The pool will be equipped with an approved safety pool cover that complies with ASTM F1346-91 (Standard Performance Specifications for Safety covers for Swimming Pools, Spas and Hot Tubs); All doors and windows providing direct access from the home to the pool will be equipped with an exit alarm that has a minimum- sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self -closing, self -latching devices with release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection, or when the pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S. and will be considered as committing a misdemeanor of the second degree, punishable by fines up to $500 and/or up to 60 days in jail as established in Chapter 775, F.S. CONTRACTOR'S SIGNATURE & DATE CONTRACTOR'S NAME (PLEASE PRINT) eL' z OWNE 'S SIGNATU & DATE Gtrc' u,o L OWNER'S NAME (PLEASE PRINT) M PERT EVANS ENGINEERING, INC. March 25, 2003 Pools By Bradley, Inc. 1450 Kastner Place, Suite 112 Sanford, FL 32771 Re: Lot 33, Calabria Cove 109 Calabria Springs Cove Sanford, Seminole County, Florida For: Beazer Homes Gentlemen: Because this pool is to be located closer to the house than is normal, it will be necessary to use #3 bars @ 6" o.c. each way instead of the normal 12" spacing. This extra reinforcing should continue until the distance from the house footing to the back of the pool wall exceeds the height of the pool wall. The extra reinforcing should continue through the radius between the pool wall and floor. Wall thickness shall be sufficient to provide cover over the steel as required by codes. I approve construction of this pool based on this change Very truly yours, Tin T. Tran, P.E. 55359 501 East Jackson Street • Suite 202 • Orlando, Florida 32801 • (407) 872-1515 • fax (407) 246-0963 ThE FEENEY FAMILY K! REAR DEfS L-073GI 21ICOVE BBB BY BRAbL CPC *0 5A6666 733 NATIONAL 6PAdF006PJ01. INSTITUTE d MAP TO JOB SITE OWNER: ADDRESS: U DATE: PHONE: (U ) 2N -GrD FINAL COLOR SELECTIONS POOL TILE: SUPPLIER: STEP TILE: SUPPLIER: M DECK COLOR: BAND COLOR: _ SCREEN: BRONZE / WHITE ROOF TYPE: INTERIOR: ROCK TYPE: POOL SPECIFICATIONS N POOL AREA: ZS(o CHLORINE SYSTEM: L _ DECK AREA: 32-0 CLEANING SYSTEM: POOL DEPTH: HEATING SYSTEM: PUMP/SIZE: LIGHTING TYPE: i FILTER/SIZE: 'V/00 WATER FEATURES:'-' SPA SPECIFICATIONS SIZE: JETS: BLOWER: HEATER SI E: P / NAT LIGHTING: REMOTE SYSTEM: / SPILL WAY: R ISED TILE WORK TOTAL LINEAR FEET: RAISED BEAM FT: `L HEIGHT: +t zll +1 / +24 TILED STEPS FT: /Z TILE INLAYS: INLAY SELECTION: ONSTRUCTION NOTES ELEVATION: DECK SUPPORT: / , RETENTION: /-/4 SMALL EQUIPMENT: 1,_ PLUMBING SIZE: ' DIG & DROP: RETURNS: REMOVAL BEFORE DIG: SKIMMER: /li-AI;Z42 FENCING REMOVAL: 1 _ MAIN DRAIN: ACCESS: FIT / LE / REAR ADDITIONAL PUMP: ACCESS GRANT: SPECIAL CONSTRUCTION NOTES T CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 109 CALABRIA SPRINGS COVE for which permit 03-00001002 has heretofore been issued on 2/06/03 has been completed according to plans and specifications filed in the office of the Build' Official rior to the issuance of said building permit, to wit as + complies with all the building, plumbing, electri zoni g and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled 1, ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water ENGINEERING: Drainage Maintenance Bond PUBLIC WORKS: Street FIRE: Inspected Sewer Lines In Sewer Tap Street 1. . SvjPaved Name Street Signs T-So, Lights Storm Sewer Driveway Street Work DESCRIPTION WATER - SEWER IMPACT FEES 01- APPLCTN FEE -ELECTRIC 01- APPLCTN FEE -BUILDING 01- APPLCTN FEE -MECHANIC 01- APPLCTN FEE -PLUMBING 02- ENGNG DEVLPMT FEES 01- FIRE IMPACT - RESIDENT 01- LIBRARY IMPACT FEE 01- OPEN SPACE FEES PATD DATE APPROVAL DATE AMOUNT 2/ 21/03 2/ 06/03 3/ 19/03 2/ 14/03 2/ 06/03 2/ 06/03 2/ 06/03 2/ 06/03 10. 00 10. 00 10. 00 10. 00 10. 00 59. 27 54. 00 279. 61 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 109 CALABRIA SPRINGS COVE for which permit 03-00001002 has heretofore been issued on 2/06/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 2/06/03 2/06/03 2/06/03 2/06/03 2/06/03 2/06/03 2/06/03 91.93 12.50 847.00 12.50 1384.00 650.00 1700.00 O"XS m F VC)n OWNER BUILDING OFFICIAL / DATE Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) May 23, 2003 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 33 Calabria Cove 109 Calabria Springs Cove To Whom It May Concern, The finished floor elevation of the structure located at: 109 Calabria Springs Cove, Sanford, Florida Legal Description: Lot 33, "Calabria Cove", according to the Plat thereof, as recorded in Plat Book 60 At pages 8 through 10, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours,; H1rx & Associates Inc. William A. Herx, PLS Associate Vice President WAH/dd FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 2005 ELEVATION -CERTIFICATE Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION I For Insurance Company use, I BUILDING OWNER'S NAME BEAZER HOMES, INC. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number I109CALABRIASPRINGSCOVE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 33, "CALABRIA COVE " PLAT BOOK 60, PAGES 8.10, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): ay' - ##' - ##.##* or ##. ) NAD 1927 ® NAD 1983 USGS Quad Map ® Other. PLAT SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bl. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME I ATE CITY OF SANFORD / 120294 SEMINOLE Florida I B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of 600dng) 12117CO E 04/17/95 4-17-95 Xr 47.0 B10. Indicate the source ofthe Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile ® FIRM Community Determined Other (Describe): 611. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Constriction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. 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 asketch or photograph.) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, ARIAH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum BFE Conversion/Comments Elevation reference marts used ONSITE TBM Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 55.5. o b) Top of next higher floor NA. Jft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . ft.(m) o d) Attached garage (topof slab) 5LZ ft.(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 54.9 . ft.(m) o f) Lowest adjacent (finished) grade (LAG) 54.9. ft.(m) o g) Highest adjacent (finished) grade (HAG) 2U. ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) 4mAY 2 3 2003 William A. Herr, PLS Florida Registered Land Surveyor No.3182 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available, I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME LICENSE NUMBER William A. Herx PLS 003182 TITLE COMPANY NAME Registered Land Surveyor Herx & Associates Inc. ADD CITY STATE ZIP CODE 769 enue Altamonte Springs Florida 32714 SIG p, r / DATE TELEPHONE M 05-23-2003 407.788.8808 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the Apt, Unt Suite, ardor Bldg. information from Section A OR P.O. ROUTE AND BOX NO. For Insuranoe Company Use: * 109 CALABRIA SPRINGS COVE CITY STATE ZIP CODE Corry NAIC Nwnber SANFORD FL 32T71 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Flood Zone is as determined by FEMA letter of map revision Case Number 96-04-129P, Dated 03/08/96 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Hems 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 for which this oertificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform ofmachinery and/orequipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAAssued or community - issued BFE) orZone AO must sign here. The statements in Sections A, B. C, and E are correct to the best ofmyknowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is auttrorized by law or ordinance to administer the community'sfloodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable itern(s) and sign below. G1. The information in Section Cwas taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law tocertifyelevation information. (Indicate thesource and date of the elevation data in the Comments area below,) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community -issued 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 COMPI-ANCEIOCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME TELEPHONE TURE DATE COMMENTS ft.(m) Datum: _ ft.(m) Datum: Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I N 89°40'49•W 60.00' L 2 S 89°45'58•E 60.00' KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 & 28 6' VINYL FENCE 0.5z L 2 ro.3' FO 50/6 LOT 33 A/ 8- GRADING 9. 132 SO. FT. N z D 36. 0• O o 0 N V e SCREENED POOL 10 9 4.0• 14. 0' b. LANAI D n Z 26.0' LOT 34 m C) mm ymMODEL FP-61 m ELEV. •B A D' m ONE STORY RESIDENCE FIN. FL. ELEV.:55.5 V 10 OV 1 6. 0, 0. 0112.0 FO 5' 0/5 to o -ci 2 N n c r ci a n' n rrnn rn" v ins i ico Z " m ' n vl rn ti I '0 LOT 32 CITY OF SANFORD 20.0 110.0 ADDRESS: 109 CALABRIA SPRINGS COVE SETBACKS: o Front 25' Rear 45' Side 7. 5 ' Corner 25' FS. 1/ 2- I.R. LB 5736 225.37' 1 —3 4J .2• 0 0v N REFERENCEDBEARINGr P.C.P. CIL CALABRIA SPRINGS COVE N 89*40'49'W 954. 66' - C,P 50 ' R/ W) TRACT F PRIVATE ROAD, & UTILITY EASEMENT LEGAL DESCRPTION..- Lot 33 . - CALABRIA COVE " h occordng tothePlotthereonasrecordedinPlatBook60, Note: Beareggs sreferenced to the C/L ownhereon ore atPages8 - 1 0 of the Public Records of Sermnole County. Florida. of CALABRIA SPRINGS shown COVE as e ing N 89°40'49"W. Verticd datum is based on NGVD per Engineering FLOOD HAZARD DATA: The Parcel shown hereon les within Flood Zone X. construction pbns by Burkett Engineering, Inc. accoroinq to theFederalErnergeKntAncy. Letter of Mop Project No. 9709-3 1 Revision OW CaseNunber96-04- 12 P. Doted March 8. 19 9 6. General Notes: 2 1. This is a BOUNDARY Survey performed in the field on 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerfal encroachments, W any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes %" iron rod with yellow plastic cap marked LB4937 or LS318Z or iron rod with red plastic cap marked "Witness Corner" unless otherwise noted. O Denotes P. C.P. (Permanent control point) Denotes Permanent Reference Monument Legend Temporary Benchmark O/ S Offset assumed datum) O. R B. Official Records Book BOW Back of sidewalk PB Plat Book GL Cenrerine PC Point of Curva!ur e d Centralor ( Delta) Angle PCC. Point or Compound Curvature CALC Calculated P. C.P. Permanent Control Point CB Chord Bearing PG. Page CD Chord P. R.M. Permanent Reference Monument C. M. Concrete Monument P& Property Line EL. or ELEV Elevation P.O. B. Point of Beginning FINAL EL. Elevation ( Measured) P.O.C. Print ofCommencement FO. Found P. I. Point of Intersection Fin. Fl. Elev. Finished Floor Elevation PRC. Point of Reverse Curvature I.P. Iron Pipe PT Point of Tangency l.R. Iron Rod R Radius L Arc Length RAD Radial Line LB LicensedBusiness RES. Residence LS. Land Surveyor R/W Right -of --Way Mee Measured TBM Temporary Benchmark N/D(N& D) Nail and Disk TYP. Typical N.R. Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and Mapper McqflainedinChapl,61GI ents of the FloridainimumTechnical etG17 ro aAdministrative Code. CERTIF1ED TO: JAMES & KATHERINE L. FEENEY BEAZER MORTGAGE CORPORATION HOMEBUILDERS TITLE SERVICES. INC. illiamA. srx,P. L.SRegistered LandSurve rNo.3182 LAWYERS TITLE INSURANCE CORPORATION Darae L. Pr:emienlecki, P. S.M. Registered Surveyor and Mapper No. 6030 William R. Herx, P. S.M. Registered Surveyor and Mapper No. 6092 MAY 2 3 2003 Herx 6 Associates Inc., State of Fladda LB 4937 Droen by: CM Cho had by: DP Prepared For: BEAZER Job Number: 01-005- 02 Scale : 1"- 30' Plot plon performed: 01. 17-03 FoundOrion Survey: 03 06- 03 Final Survey: 05-22- 03 Revisions . r TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: BEAZER Job identification: ZVS225BD Address 1 CALABRIA COVE Address 2 LOT 33 Jurisdiction: CITY OF SANFORD General Buildina Desian Information Florida Building Code - 2001 ANSI/TPI 1 Design Loads Roof: 37 PSF Floor: - Wind: 120 MPH ASCE 7-98 Engineer of Record Or Building Designer: THOMAS J. ANDERSON OF ALTAMONTE, FL PE # 47819 Alpine Engineered Products Design Software SMYTH LUMBER CO. ROOF'TRuss DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAx: 407-299-9153 N Seal Date: 15-Jan-03 Truss Engineer: William M. Ranieri FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only If depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Comer Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss10: R3 R15 R16 R14 R13 R12 R11 R10 R9 R8 R4 R2 R1 R17 R18 R7 R6 R5 K1 E1 C1 C2 22 Plus Standard Details and Placement Plan Professional Engineering Certificate of Authorization #9213 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 0' 8' 0' 5' 0' 40' 6' o' 4 0' v - 1 The Truss Er lneers seal, when applied, confirms the placement of the truss framing as H 4% g relates to the buss designs specific Or this structure. The truss framing 1s baseduponthe r' review of plans, drawings and specifications provided by the building design professional. STATE OF , The building design professional has final approval of file truss fr:.wig mdlor trussplacementplan. The desiigon ofthe temporary and permanent bracing, U1e diaphragm system, gyp N shear walls and swdurarelements to resist lateral bads from wind and/orseismic activity is o the responsibility of the building des'1gn professional. Additional approval by the buddingdesignprofessionalshahinclude, but not be limited to, design badng, lengths, profiles, T~1-d,in. Ain pitches and depths. 120 60r 4 3/V D iiln x5 12 f IF/R°" ED rfE 5 HACK r ON MOCK C 1/2' ON WWA C 'WALLS MYTH LUMDEI GC, KOOF TPLJ)c) 01V1510N 2722 SOUTH APOPKA PLVD. APOFKA, FL- 32703 407) 201q - 1522. FAX (407) 2CIq - '51153 Engineering Gertificate of Authorization # g218 NOTES I) iT 15 TTf CLUDEK5 RE`fQ•F.f+UrY 10 VFRFY TRLFh PLALEWW PLAN Aw TIM" OE`"' ORAWKh rW T T$.D 00TIOWY AND DE AGN LATENT 4;EFEREN(.E SEGTM (n20 2.-A/TFI H-5, ArPROVUI NICE "NT) 5u'rE° ---------------- DATE -------- ___-_ TRUSSES21 MhT POT nE CUT GR ALTERED" ANY VAY iATH UT P90R WT7i ATYN Ely 5Ml'TH TRL#Ih CGAANY. 31 Tn"kE THAT ARE GUT OR ATERED71TWVTAVTKV,7nT"4 W-L E£ PEFARED OR REPLACED AT ah W', EWMIE. g) DACK`M hE5 OF ANY MV 'ALL NOT DELQJ5CMWTPWTPRLRREVSLhD WITTEN Cal%NT DY WYTH TM,-,S 4"MY PETARS: REFER TOHV 14 4irgMBDAT1:Th FCR HU4XI46, MULLAWN Ara 7tWOKARY MCM REFER TO EN5142EAFP DRAWI6S FOR FERIAO^T ERACN6 REa- 2) ALL TRJSSES PL'UAFb iRVSSESi"" VALLEY "AkM MAT DE UWLETELY DEOCEC OR REM TO VALLEY TRUSS PETALS FOR A. WFUTE ORA(NG Rea"!"NwS 3) ALL VALLEYS TO TX COWUE 704-LLYFRA6CDDYOLCDER y) t4rmvR LOAD 9EARN6 BALLS SFPHA^Y#RS TO EE 'N1J 24 LR U5P aANT-SA61 1}D2L LN.E55 NOTED Au.'" W", OTFEPME. SM4PSON I USP KANT-SAG h 26 OR THD26 T • HHU52&2_OR THD26.2 Q - HHUS28-2 OR THD28-2 HHUS48_ OR THD40 r9 • HGUS26-2 OR THOH26-2 HGU528.2 OR THDH28-2 4- HGUS28.3 OR TF MS-3 v • WA210 OR W-12111tlR 0 — HGUS/8 OR THA422 OR THOH48 MSH422 D - THAC422 OR MSH4221F HUC110 OR HO4101F g - THJA26 OR HJC26 V5225 6 8 D 1 THE JE`SUP I ZVS225BO - R1) In I LI rmErAMtu rmum bu19rUIcm IIYrUI LLUAU3 & ULMERJIURD) 3LIIIICU DI IKII MVK. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X4m 120 MPH WIND, 9.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 1I, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X4- 2X4( A1) m 5X4- 2X4(A1) i O -0 UAIIJ I_ 4-0-0 _1_ 12-0-0 _f_ 4-0-0 _1 0- 0-0 Over Continuous Support R= 80 PLF U=26 PLF W=20-0-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 1a 0TY:i FL 1 R Scale 3125" Ft. WARNING`• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND T CL L 20.0 P S F BRACING. REFER TO RIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'OMOFRIO OR., SUITE Z00. MAOISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNIESS OTHERWISE. INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHEDSfFfC,4••. M fG A T C E DL 7.0 P S F R E F R 3 5 2-- 6 0 0 7 3 SMYTH LUMBER CO. DATE 11121102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. RooFTRuSSDEv15loN IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t N0.42704 BC DL lO.O PSF DRW SLTUSR352 02325493 2722 SOUTH APOPKA BLVD. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO$ (NATIONAL. DESIGN t BC L L 0.0 P S F S L T - E N G / WM R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE T STATEOF SEQN 10952 407-299-1522 CONNECTORS ARE MADE OF ZOGA STM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 37.0 PSF FAX: 407-299 9T 53 AS ATHEUSEALgars`-° R!o D U R F AC 1.25 FROM Sf3 ORAViHGSEl60ARZSSONTTHISIDRAWlpGTIN0/CATESSACCEPTANCEOOFTPROFESSIONA0REMG[MEERING PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTOESIGMSHOWN. THE SUITABILITY ANO USE Of THIS PoNAL• CERTIFICATE OF AUTHORIZATION #9218 COMPONENTFANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Nov 21 SPACING 24. 0 ANSIII99SYET cuszz50U - KZI) TOP CHORD 2x4 SP #2 J2 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. nLa v"v rRcrnncv r vri lvr,rvI LR 1Rr I Lcvnva a vu- 1v,14T wuna 11 , ,n run. 120 MPH WIND, 9.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X4= 4X6- 2X4(A1) _ JA9 2X4(A1) 1-0-0 1-0-0 6-0-0 I 8-0-0 _I_ 6-0-0 _I 20-0-0 Over 2 Supports R=798 U=258 W=8" R=798 U=258 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BL WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY PRACTICEPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR10 DR.. SUITE 100. MAD SO N. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRU55 DIVISION ';,IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUCTS, INC. SHALL NOT BE RESPO MSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOLTFH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407 299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTN A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAX 407299.91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE51GN SHOWY. THE SUITABILITY ANO USE OF THIS CERTIFICATE OFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. UUE 1 a M. tIFic,T 11 No.42704 7C = STATE OF PoNAf`ti Nov 21 8-0-0 TY:1 FL 1 R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.3125"/Ft. REF R352--60074 DATE 11/21/02 DR W SLTUSR352 02325494 SLT-ENG WMR SEON 12464 FROM SB ZVS225BD - R3) I MID UNU rKtrAKtU rKUM LUMFUItK INFU I (LUAU) Y ULPIt NJIV NJ) JUOL'/I I ItU nT- IKU:0 T9r M. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 2X4( A1) - 120 MPH WIND, 10.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X4m 5X4- 2X4e 2X40 6F— — 16 8- 0-0 2. 5X4 v 1 2X4( A1) m 1- 0-0 L1 I-0 I_ 8-0-0 _1_ 4-0-0 _1_ 8-0-0 _I 20- 0-0 Over 2 Supports R= 798 U=258 W=8" R=798 U=258 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:1 FL 1 R Scale 3125" Ft. WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ARO BRACING), PUBLISHEO BY TPI (TRUSS PLATE INSTITUTE, 5B3 0'O NOFRIO DR., SUITE 100, MADISON, WI 537191 FOR SAFETY PRACTICES PRIOR TO PE ERFORMiMG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IfICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 26GA ASTM 4653 GR40 6ALY. STEEL. EXCEPT AS NOTED. kPPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER e RqytIFI •••'•, F 0%, H0. 42704* S 71C STATE OF Frl PlOR% /// T CL L T CD L BC DL BC LL TOT. L D. 2 0.0 7. 0 10. 0 0. 0 37. 0 P S FP S F PSF PSF P S FR E F R 3 5 2-- 6 0 0 7 5 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407- 299.1 522 FAx; 407-2999158 DATE 11121102 DRW SLTUSR352 02325495 SLT- ENG WMR S E Q N 58748 OUR. F A C . 1.25 FROM S B PROFESSIONALENGINEERINGDRAWINGS I60 A*'. THE SEAI ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS AF, CERTIFICATE OF AUTHORFZATIO14 119218 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER COMPONENTJTPIANYEUN ov 21 ' u SPACING 24. 0 ZYJZZ5BU - K4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4- i 0-6-7 2_.5X4, n I Una Cr A— --i ,— 1nra, k-- a vu— 'I oIanol --I I , in ,1 n. 120 MPH WIND, 10.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 8-0-0 i o-o I 9-7-8 1_ 10-0-0 _1 19-7-8 Over 2 Supports R=719 U=207 W=3.5' R=791 U=267 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:3 FL 1 R Scale 375" Ft. WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO MINI (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATf INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, HADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN: ANY FAILURE TO ppt IFI '•. J- %••• 0j No. j No.42704 • T C L L T C D L gC OL 20 .O 7.O 10.0 P S F P S F PSF R E F R 3 5 2-- 6 0 0 7 6 DATE 11121102 SMYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 02325496 SLT-ENG WMR2722SOLPTHAPOPKABLVD. APOPKA,FL 32703 407.299E 522 FAx: 407-2999153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (RATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF %Q' AEy % oR110 BC LL TOT . L D. 0.0 37.0 PSF PSF S E Q N 12473 D U R . F AC . 1 .2 5 FROM S BPROFESSIONALENGINEERINGDRAWIN6S160A•1. THE SEAL ON THIS DR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ITE SPOM$18111,Y SOIELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF IN15 SPACING 24.0" CERTIFICATE OF AUTHORIZATION *9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I-I99S SECTION 2. NOV 21 02 LYJLC513U - K5) It1lb UNV FKtFAKtU YKUM I,UMFUItK INPUT (LUAU) & UIMtNJIUN)) JUHRIIItU br IKUSJ MI-K. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE OWGS A12030ECO901 & GBLLETINI001 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 0-3-15 5X4a 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WINO TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 6(— T 2-4-3 8-0-0 2X4 (A1) 0-0-9 L 4-0-9 _I_ 7-7-10 _I 11-8-3 Over Continuous Support R=118 PLF U=30 PLF W=11-7-10 Note: All Plates Are W2X4 Except As Shown. T TVD Wavy TDI-OIC(D n WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO N18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'OMOFR IO DR., SUITE 2I MAD 150N. Wt 53719). FOR SAFEEIY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED SMYTH LUMBER Cm STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION "IMPORTANT`• FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS INC. SHAI NOT BE RESPONSIBL FOR ANYDEVIATION FROM TH S N; ANY FAILURE iLEOISDESIGN; ILU E O 2722 SOUTH APOPKA E3LVD. 8UIL0 THE TRUSSES IN CONFOR.MANCE WITHTPI; OR FABRICATING. HANDLING. SNIPPING, INSTALLING AND APoPICA, FL- 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN 407- 299.1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MACE OF 20GF ASIR A653 GR40 GAL Y. STEEL. EXCEPT AS NO TEO. APPLY CONNECTORS TO FAX: 407-29991 53 EACH FACE OF TRUSS, ANTI UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITIO N CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-2. THE SEAL ON THIS DR ANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESPONSIBIL.TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORTIATION # 9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILOING DESIGNER. PER ANS17TPI 1.1995 SECTION 2. OTY M. e No,, 42704 STATE OFe dR10p t1% Nov 21 '02 FL/-/1/-/-/R/- TC LL 30. 0 PSF TC DL 15. 0 PSF BC DL 10. 0 PSF BC LL 0. 0 PSF TOT.LD. 55. 0 PSF DUR JAC . 1. 33 SPACING 24.0" Scale=.375"/Ft. REF R352--60077 DATE 11/21/ 02 D R W SLTUSR352 02325497 SLT-ENG WMR SEON 12630 FROM SB ZYJZZStfU - Kb inla vnv rncrAMcU rnvn t,vnrvicm tnrvl L.L,vAUZ) OL U1ncna1Vnal avonL11LU of IMUaa nrn. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. 4X6- 3X4 (R) I(f I T 1-4-3 10-0-0 8-0-0 1_ 6-0-0 _1_ 5 2-11-10 7-10 I 8-8-0 c Le 11-7-10 Over 2 Supports —ad, R=774 U=219 W=8" R=616 U=197 W=3.625" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:1 FL 1 R Scale 375" Ft. WARNING•" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFEI TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S80 D'ONOFRIO DR., SUITE 200. MADISON. WE 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEY LATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE YET" TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNSTATE M. A—* G . j No.42704 = 1 = 7 OF j T C T C BC BC L L D L OL LL 30.0 15.0 10.0 0.0 P S F P S F PSF PSF R E F R 3 5 2-- 6 0 0 7 8 SMYTH LUMBER CO. RooFTEzussDrwslory 2722 SOUTH APOPKA. BLVD. APOPKA FL 32703 DATE 11121102 DRW SLTUSR352 02325498 SLT-ENG WMR SEON 12632407-299-1522 FAX: 407-29991 53 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE SE L GALE, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISf LOCATED ON THIS DESIGN, POSITION CONNECTORS PER CACHE CTORS ARE MADE OF 20GA ASTN OA653THERWISE OR10P ` 4`...n•• TOT.LD. 55.0 PSF DUR.FAC. 1.33 FROM SBPROFESSIONALENGINEERING OR AY INGS 16a A Z. THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONST8IL.I TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS yNA• SPACING 24.0" CERTIFICATE OF AuTHORRATION #9216 COMPONENT FOR AYY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION Z. Nov 21 0)ZZtMIJ - K/ THIS U116 PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUB14ITTED BY -TRUSS MFR. TOP CHORD 2x4 SP #1 Dense J 2 2x4 SP #2: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. SHIM ALL SUPPORTS TO SOLID BEARING. 5X4a 2X4(Al) 10 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 2.5X4= T 2-4-3 10-0-0 8-0-0 fE 8-0-0 _I_ 3-7-10 1 f 8-8-0 T 2-11-10 1 11-7-10 Over 2 Supports R=774 U=219 W=8" R=616 U=187 W=3.625" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 1 a 0TY:1 FL - 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1NSTI IU TE. 583 O'ONOFRIO DR.. SUITE 200, MAOISON. NI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNlE55 OTHERWISE IND ICAXED. TOP CHORD SHALL HAVE PROP RLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGIO CElLIN6. IMPORTANT— FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OES1GN SPECIFICATION PUBLISHED BY THE AMENICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARF MADE OF 20GA ASTH A653 GRAO GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO".;, EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIB I [TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUfI BILITY AND USE OF TH [S M Q 4q`.i/_ ip IFICa"'• fGtii Jam" s NO"42704 fSTATEOF OR10,,'" i/NN.`( . T C L L T C D L BC DL B C L L TOT . L D . 30.0 15.0 10.0 0.0 55.0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 6 0 0 7 9 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-2Jg1 3a1 FAX: 407-2999153 PROFESSIONAL ENGINEERING DATE 1 1 / 2 1 0 2 DRW SLTUSR352 02325499 S L T - E N G / WM R S E0 N - 12634 D U R . F AC . 1.33 FROM S B CERTIFICATE OF AUTHORIZATION # 9218 COO1COMPONENTANSECTRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Nov 21 SPACING 24. D cYJcc3DU - KO TOP CHORD 2x4 SP #2 :T2 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 :B2 2x4 SP #1 Dense: WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at 41.00 BC From 4 PLF at -1.00 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 10.00 BC From 47 PLF at 10.00 to 47 PLF at 20.85 BC From 20 PLF at 20.85 to 20 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 41.00 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. SHIM ALL SUPPORTS TO SOLID BEARING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED' 120 MPH WIND, 10.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT li, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REOUIREMENTS. A) 1x4 "L" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6a 5X40 5X6= 5X6a 2 2-8-4 3 2.5X4 I-8-0-0 5X6a 3X6(F1) -- 2.5X4 M 3X6(A1) a 5X6a 1.0-0 16-0-0 _1 1-0-0 10-0-0 20-0-0 0-0-0 11-5-0 28-7-0 Le 40-0-0 Over 3 Supports R=500 U=223 W=8" R=225 PLF U=65 PLF W=9-4-0 R=766 U=277 W=8" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale=.1875" Ft. WARNING`• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND R TC L L 20.0 P S F R E F R 3 52-- 6 0 0 8 0BRACING. MEFER TO NIB-91 (HANOLING INSTALLING AND BRACIM6). PUBLISHED BY TPI (TRUSS PLATE M. INSTITUTE. 563 D'O1 910 DR., SUiiE 200. MADISON. Wi $3719). FOR SAFETY PRACTICES PRIOR TO Q Z IFI r•-" PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED f•`i- 'Yr'TC D L 7.0 P S F DATE 11121102 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V 0 :T/ ROOF TRUSS DIVISION ';,IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO. 42704 • BC DL 10.0 PSF DRW SLTUSR352 02325500 PRODUCTS, INC. SHALL NOT BE RESPONi • SIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO * Is 3 * 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 7i J , a B C L L O.O P S F S L T - E N G WM R APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN . L STATE OF L 407 299 1 522 SPECIFICATION PUBLISHED BY THE AHER ICANFOREST AND PAPER ASSOCIATION) AND TPI. ALPINE %'I t e 4 CONNECTORS AREMADEOFZOGAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 4 RHO•• F T 0 T . L D . 37.0 P S F S E Q N - 12500 FAX: 407- 299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ""N'••••`•'" PROFESSIONAL ENGINEERING DRAWINGS 160 A.Z. THE SEAL ON T"I$ DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING O U R . F A C . 1.25 FROM S B RESPONSIBILITYSOLELY FOR THE /0.U55 COMPONENTDESIGN SHOWN. THE SUITABILITY AND USE Of THIS CERTIFICATE OF AUTHORIZATION #9218COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Nov 2 1 I SPACING S E E A B O V E FNSI/TP11.1995 SECTION Z. LVJLLJDU MJ) IM1 UNU rntrAMtU CHUM L,UMrUItK LNrUI (LUAU) s ULMt N.IUNa) JUBPIIIItU UT_IHUJJ MEH. TOP CHORD 2x4 SP 2 :T2 2x4 SP SS Dense: 120 MPH WIND, 11.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 'B1 2x4 SP #1 Dense: WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND 0.17' DUE TO DEAD LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 2,5X4= 2X4ID 5X8= 2X4 M TZ 2X4= 2.5X4 4 6 r 6 2.5X4= 61 3 5X14= 2-0.-0 8-0-0 3X8(F1) a 5X10 = 3X12 = 5X6= 3X6(Al) _ 2 X 4 III 1.0-0 1-0-0 fE 12-0-0 _I_ 16 0 0 _I_ 12-0-0 I 8-8-0 T 11-9-0 T 19-7-0 40-0-0 Over 2 Supports R=1538 U=467 W=8" R=1538 U=466 W=8' PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:1 FL 1 R Scale=.1875" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I MSTITU TE. $83 D'ONOFRIO DR., SUITE 260. MADISON, YI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED M. Ri IFI W7,,I TC TC L L D L 2 0• 7 0 CPS F P S F R E F R 3 52-- 6 0 0 8 1 DATE 1 1 / 2 1 / 0 2SMYTHLUMBERCO. STRUCTURAL PANELS, 80TTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. 0 DRW SLTUSR352 02325501ROOFTRUSSDIVISIONIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED IfIo.4 704 BC DL 10.0 PSF BLvD. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i SLT-ENG WMR2722SOUTHAPOPKA APOPKA, FL 32703 BUI LO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NIT. APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN i STATE OF :Q Q S BC LL 0.0 PSF 407-299.1 522 SPEC IFiCATIOM PUBLISHED BY THE AMERICAR FOREST ANO PAPER ASSOCIATION) AND TPI. ALP CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO V ''. '' T 0 T. L D. 3 7. 0 P S F S E 0 N 12502FAx: 407-299-9 153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ay.. R:.. sroNa E ` D U R F A C 1 FROM SBDRAWINGS160A-1. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEERINGRESPONStILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF T.IS 25 CEFMFIcATEOFAUTTIORRA7TONTT92T8 NE TIFOR ANBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Nov 21 SECTIOICULARANSICOMPONENTSPACING 24.0" LYJZZ5t3U - K1U) III - 1- , .-1 L- 7 .., --...... TOP CHORD 2x4TOP SP 2 120 MPH WIND, 11.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 :B1 2x4 SP #1 Dense: WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.19" DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X8- 2X4IN 5X8= 5X610 5X6-* 6 2X4r — 1 6 2X41q 5X14 2-0-0 61 3 1 8-0-0 5X1A 3X8 ( F1) - 6X8m 2X4 HI 3X6 (Al) 2 X 4 IN 1- 0-0 1-0-0 14- 0-0 12-0-0 14-0-0 8- 8-0 11-9-0 19-7-0 40- 0-0 Over 2 Supports R= 1538 U=464 W=8" R=1538 U=463 W=8' PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE 0TY:1 FL 1 R Scale=.1875" Ft. YARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO H16.91 (HANDLING 1NSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MAOI"'. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERF 00.MiNGTHESE FUNCTIONS. UNLESS OTHERWISE IXO ICA TEO. TOP CHORD SHALL HAYE PROPERLY ATTACHED I UCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILIM6. IMPORTANT" FURYISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED OY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH AG53 GR40 GALY. S7EEl. EXCEPT AS NOTED. APPIY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M. ZIFI••. j4 F No. 42704 ' y } 7 !i STATE OF O 10t` A•.N..• T C T C BC B C TOT L L D L DL L L L D . 2 0.0 7. 0 10. 0 0 . 37. 0 0 P S F P S F PSF PSF FP S F R E F R 3 5 2-- 6 0 0 8 2 DATE 11121102 S MYTHLUMBER CO. ROOPTRUSSDtVISION 2722 SOUTH APOPKA BLVO. APOPKA. FL 32703 407- 2J-T 52.2 FAx: 407-2999153 DRW SLTUSR352 02325502 S L T - E N G / WMR ' S E 0N - 12506 D U R F AC . 1.25 FROM S B PROFESSIONALENGINEERINGRESPORSIBILITYSOlELY7HEFORSEALTHETRUSS `S DRAWING COMPONENT DESIGN TES SHOWNACCEPTANCETHESUITABILITYNAL ANDUSE `OFE ThS i SPACING 24. 0 CERTIFICATEOFAUTHORIZATION#9218 COMP0 ENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. NQV 21 '02 ZVS225BD - R11) IRIS UWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBKITTED BY -TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B1 2x4 SP #1 Dense: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 120 MPH WIND, 12.10 FT MEAN HGT, ASCE 7-98. CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.18" DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X8= 2X4 BI 6X6- 3X80 5X6 5X6, 6 r -1 6 2X4* 2X4- 2.5X4a 5X14 - 2-0-0 B1 3 + 8-0-0 5X6— 3X8(F1) 5X10=— 3X10 = = 3X6(A1) 2X4111 1-0-0 1-0-0 a E 16-0-0 J _ 8-0-0 _I_ 16-0-0 fI 8- 8-0 T 11-9-0 1 19-7-0 I de 40-0-0 Over 2 Supports R= 1538 U=462 W=8" R=1538 U=460 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CAPE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TOHIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D' ONOFR.10 OR.. SUITE 200, MADISON. WI 537191. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RCSPONSIBLE F00. ANY DEVIATION IAiIOM FROM THISDESIGN; kMY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND$ (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS hRE MADE OF 20GA ASTH A653 GR40 GALY. STEEL. EXCEPT AS NO TE O. APPLYCONNECTORSTO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Rq, G ZIFI •••`'•, f" V '• G N0•4270, 1l t STATE OF Q P 4 R, O •' T C T C BC BCTOT L L D L DL LL L D. 20 . 0 7, 10.0 0. 0 37. 0 D P S F C PSF F PSFPSFP S F R E F R 3 5 2-- 6 0 0 8 3 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 Sour" APOPKA BLVD. APOPKA.FL 32703 407-2991 522 FAX: 407-2999153 DATE 11121102 DRW SLTUSR352 02325503 SLT ENG /WMR S E O N - 12431 D U R F A C . 1.2 5 FROM S B PROFESSIONAL ENGINEERING DRAWINGS160AZ. THE SEAL ON THI$ DRAWING INDICATES ACCEPTANCE OFPROFESSIONAL ENGINEERING•wA(Al RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAL;T" oarzATON7{9218 COMPONENTANY SECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Nov 21 '02 SPACING 24.0" L v zpLLDoU - KIL TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :82 2x4 SP #1 Dense: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS, REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6- 120 MPH WIND, 12.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.14" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC. 5X6- 5X64k 3X60 6 ( A) 6 5X6% ) 2.5X4It? HS512;= 1OX10 62 3X4 - 2-0-0 8-0-0 5X6= 3X6(A1) al 3X8m 2X4III 3X12= 3X6(A1) 2X4 M 1-0-0 2X4 ul 2X4 M 1-0-0 a 8-0-0 4-0-0 -0-0 11-7-0 28-5-0 40-0-0 Over 2 Supports ) R=1538 U=455 W=8" R=1538 U=457 W=8" PLT TYP. Hi h Stren th Wave TPI-95 R Design Criteria: TPI STO FL BLDG CODE a 0TY:1 FL 1 R Scale 1875" Ft. WA.RNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACT K6. REFER TO H1891 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP1 (TRUSS PLATE lNSTIiUTE. 583 D'ONOFR IO DR., SUITE 200, MAOISON- W1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD $HALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS- INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TAUSSE S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED DV THE AMER CA FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTN AG53 6R00 GALY. STEEL, EXCEPT k$ K0TE0. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M 1•, tlFl••. . A N0.42704 3 STATE OF , s A O p,i,.ii' A•..•FV•M•. T C L L T C D L BC DL B C L L TOT. L D . 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 6 00 84 DATE 11 / 21102 SMYTH LUMBER CO. RooF7RussDrvrs)orr 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299-1 522 FAX. 407.29991 53 DRW SLTUSR352 02325504 S L T - E N G / WM R S E O N - 12518 D U R . F A C . 1.25 FROM S BPROFESSIONALENGINEERING DRAWINGS i60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COHPOBE NT OE 5I GN SHOWN. THE SUITABILITY AND USE OF THIS V'pty SPACING 24.0" yCERTIFICATEOFAUTHORIZATION#9218 COMPONENTFOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Nov 21SEPARTICULAR LVJZZSIUU - KiJ) IK1S UNU PKLPAKEU FKUM LUMPUIEK INPUT (LOADS & DIMENSIONS) SUBFITTED Br TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :72, T3 2x4 SP #2: BOT CHORD 2x4 SP #1 Dense :B2, B3 2x4 SP #2: WEBS 2x4 SP #3 FILLER 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.36" DUE TO LIVE LOAD AND 0.30' DUE TO DEAD LOAD. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER A7 24' OC. 5X6- 120 MPH WIND, 13.10 FT MEAN HGT, ASCE 7-98. CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG BCFILLER0699 FOR FILLER DETAILS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. CALCULATED VERTICAL DEFLECTION IS 0.60" DUE TO LIVE LOAD AND 0.50" DUE TO DEAD LOAD AT X = 24-6-7. 8-0-0 3X8(F1) 10 1-0-0 5X10a? UAU- 3X8(F1) ft 1-0-0a LE 20-0-0 ALE 20-0-0 I r 20-0-0 f 20-0-0 '1 40-0-0 Over 2 Supports R=1538 U=455 W=8' R=1538 U=458 W=8" Note: All Plates Are W2X4 Except As Shown. PLT TYP. High Stren th Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. SvARN1NG** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M.p T C L L 20.0 P S FBRACING. REFER TO HIB 91 (HANDLING INSTALLING ANO BR ACINGI. PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOfRIO OR., SUITE 200. MADISON, MI 53719j. F00. SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS.. UNLESS TOP ZIFI(`„4••, R E F R 3 5 2-- 6 0 0 8 5 SMYTH LUMBER CO. OTHERWISE INDICATED. CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. SHALL A I4 TC D L 7.0 P S F DATE 11121102 ROOFTRu55DrvE5EON BOTTOM CHORD HAVE PROPERLY ATTACHED R1610 CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 NC"442704 i pBC DL lb. D PSF DRW SLTUSR352 02325505PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S L T - E N G WM R 2722 SOUTH APOPKA OLVD. 8U ILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, MANDLI NG, SHIPPING, INSTALLING AND STATE OF BC L L 0.0 P S FAPOPKA, FL_ 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMFR ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE W SEON 14295FAX40729891253 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OR O TOT.LD. 37.0 PSF D U R F A C . 1.25 FROM cS BPROFESSIONALENGINEERINGDRAWINGS160AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TR U55 COMPONENT DESIGN SHO MN. THE SUITABILITY AND USE OF THIS r CERTIFICATE OF AUTHORRATION#921 E1 COMPONENT FORANBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Nov 21 '02 ANSI1SFCTIOICULARSPACING24.0" ZVJZZStfu - K14 TOP CHORD 2x4 SP #1 Dense :172, T3 2x4 SP #2: BOT CHORD 2x4 SP #1 Dense :B2, B3 2x4 SP #2: WEBS 2x4 SP #3 FILLER 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.36" DUE TO LIVE LOAD AND 0.30" DUE TO DEAD LOAD. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. 5X6= 120 MPH WIND, 13.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG BCFILLER0699 FOR FILLER DETAILS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 8-0-0 HS412 3X8(F1) % 3X8(F1) a 1-0-0 1-0-0 11-7-0 28-5-0 20-0-0 20-0-0 20-0-0 20-0-0 40-0-0 Over 2 Supports R=1538 U=455 W=8" R=1538 U=454 W=8" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Hi h Stren th Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:1 FL 1 R Scale 1875" Ft. YARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE iNSTITUTE. 583 O'ONOFRIO DR.. SUITE 200. MADISON. YI 53719). FOR SAFETY PRACTICES PRIOR T6 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED IFIO'Of.: STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN6INEERED PR OOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OESIGY CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IF IC AT(0 PUBLISHED BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GA/0 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER M fG 0 . N0.42704 STATE OF O R10••. e • ••• E T C T C BC B C TOT L L D L DL L L L D. 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF P S F PSF R E f R 3 5 2-- 6 00 86 DATE 11121102 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvo. APOPKA, FL 32703 407-299-1 522 FAx: 407-299 9153 DRW SLTUSR352 02325506 S L T - E N G W M R S E O N 12623OUR. F A C . 1.25 FROM S B PROFESSIONAL ENGINEERINGORAYIMGS160A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R E SPONS181LITY SOLELYFOR THE TRUSS COMPONENT DESIGN SHOYN. THE SUITABILITY AND USE OF THIS v Po NAL SPACING24. 0" CERTIFICATE CFAUTHORIZATION09218. COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Nov 21 'u ANSI/IPI 1-1995 SECTION Z. LY344]l3U - KID Inca UNU rKtrAMtu rMl7P1 LUPIYUItM INFUI ILUAua & ulntnalUNa) aUbRil ltl) is T- IMUaa NrM. ITOP CHORD 2x4 SP #1 Dense J2, T3 2x4 SP #2: BOT CHORD 2x4 SP #1 Dense :B2, B3 2x4 SP #2: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 120 MPH WIND, 13.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.36" DUE TO LIVE LOAD AND 0.30" DUE TO DEAD LOAD. 3X8(F1) % 3X8(F1) 1 0-0 d 1-0-0 d I NE 20-0-0 Bi-20-0-0 20-0-0 20-0-0 40-0-0 Over 2 Supports R=1538 U=454 W=8" R=1538 U=454 W=8" PLT TYP. High Stren th Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:20 FL 1 R Scale=.1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANOLING INSTALLING AND BRACING). PUBLISHED SY TPI (TRUSS PLATE INST I TUT S. 5133 O'ONOFRIO OR .. SUITE ZOO, MAO ISON, WI 53719J, FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO, TOP CHORD SHALL HAY PROPERLY AT TACMED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO A - 4Q. tIFI V Y%':' 14 i i NO. 42704 . 1 j1 T C L L T C D L BC DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 6 0 0 8 7 SMYTH LUMBER CO. ROOF TRussDro151om DATE 11121102 DRW SLTUSR352 02325507 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407 299-1 522 FAx: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROV SIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF TOGA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 7{ 3 7C STATE OF L 4.0 mo - / j BC LL T 0 T . L D . 0.0 37.0 CPSF P S F SLT-ENG WMR S E Q N 17911 D U R . f AC . 1.25 F ROM SBPROFESSIONALENGINEERING DRAWINGS l66 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 5UITA8[L1TY AND USE OF THIS CERTIFICATE OF AUTHORIZATION#9218 ANSI01E111F/1 AY995NSECTIONCULAR. BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Nov 21 '02 SPACING 24.0" LVJCLJDU - K10 TOP CHORD 2x4 SP #1 Dense :1-2, T3 2x4 SP #2: BOT CHORD 2x4 SP #1 Dense :B2, B3 2x4 SP #2: WEBS 2x4 SP #3 :W7 2x4 SP #1 Dense: FILLER 2x4 SP #2 SEE DWG BCFILLER0699 FOR FILLER DETAILS. SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6m 120 MPH WIND, 13.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT [I, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. LATERALLY BRACE BC AT 24' OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24' OC. 3X6 (F1) 5X10-- 3X6 (F1) 1 0-0 1-00 39-4-0 0 8 0 20-0-0 20-0-0 20-0-0 20-0-0 40-0-0 Over 2 Supports R=977 U=320 W=8' R=151 PLF U=42 PLF W=13-11-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R WARNiNG" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BR AC IXG. REFER TO HI8-91 INSTALLING AND BRACING), PUBLISHED BY TPE (TRUSS PLATE M. T C L L Z O O P S FHANDLING INST,TUTE. 58] D'ONOFRfO DR., SUITE 200. MAO ISON, NI 5]119y, FOR SAFETY PRACTICES PR 10R TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INO ICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 11i N0.42704 BC DL 10.0 PSFROOFTRUSSDIYISIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 77CC2722SOITTHAPOPKABLVD. APOPKA. FI., 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN FOREST PAPER ASSOCIATION) AND TPI. ALPINE 7 STATE OF B C L L 0.0 P S F 40407.2- SPEC If ICAT ION PUBLISHED BY THE AMERICAN ANO I P I AS ECTTORiO`/ EL. THISMADTRUSS. 2UNLESSGA ASTOTHERWISEALOCATED LI TOT . L D . 37.0 P S FFAX407.2989153CO*N991 POSITICEFACESOFREANDOFEACHECONIONCONNECTORSj_CiyTN DUR.FAC. 1.25DRAWIpGS160 ". THE SEAS. ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NiJpNAtEPROFESSIONALENGINEERINGRESPOMS[6ILiTY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 2 4.0CERTIFICATEOFAU714ORELLTION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Nov 21 ANSI/TPI 1-1995 SECTION 2. 8-0-0 Scale=.1875"/Ft. REF R352--60088 DATE 11/21/02 D RW SLTUSR352 02325508 SLT-ENG WMR SEON 12627 FROM SB iA 4 ZVS225BO R17) 3 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 i WEBS 2x4 SP #3 T 2-4-3 1 IRIS UIEU PREPARED FROM COMPUTER INPUT .(LOADS & DIMENSIONS) SUBRITTED Br TRUSS MFR. 120 MPH WIND, 13.27 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 5X4= 6 f 6 2X4 Ili 2X4 III T 2-4-3 10-0-0 3X6 (R) III 3X6 (R) III 1-0-(0-4 0 0.411.0.0 L< 4-8-0 _1_ 4-8-0 _I Le 9-4-0 Over 2 Supports R=403 U=239 W=4' R=403 U=239 W=4" PLT TYP. Wave TPI-95 R Des gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale =.375" Ft. NARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO H1.1-91 (NANOLIK INSTALLIN6 AND SRAC1NGj, PUBLISHED BY TPI (TRUSS PLATE .A'''(/ T C L L 2 0. 0 PSF R E F R 3 5 2-- 6 0 0 8 9 INSTITUTE, 583 O'ONOfRIO DR., SUI iE 200- NADISON, Y1 5071CH FOR SAFETY PRACTICES PRIOR TO IFI(• % VPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYS PROPERLY ATTACHED „ip'•! T C D L 7.0 PSF DATE 11121102SMYTHLUMBERCO. 5T0.UCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRuSSDlvrSEON ';,IMPORTANT", FURNISH A COPY OF THIS DESIGN TO THE INSOfATTALLATIONCONTRACTOR. ALPINE ENGINEERED No.42704 = BC DL 10.0 PSF DRW SLTUSR352 02325509O. I NCTO 2722 SOUTH APOPKA BLVD. BUILD`THE TRUSSESALLIN CONFORMANCENOT BEOWITHL TPIOR OR AN FABRICATING, HANDLINGS NY SHIPPING. FROM THIDESIGN;A INSTALLINGE AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISIONS OF NOS (NATIONAL DESIGN STATE OFF BC LL 0.0 PSF SLT-ENG /WMR 407- 299.1 522 SPEC IFICATtONPUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • FAx 407-299 91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 G040 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO VVVV 'y Q 1QT TOT . L D . 37 .0 P S F S E 0 N - 12637 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERn/'+••/+•+•'+• PROFESSIONAL ENGINEERING DRAWINGS 100 A-Z. THE SEAL ON TH11 DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING {'EI, 4 D U R . F A C . 1 .25 FROM S B RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #92 18 COMPONENT IFOR ANY SECTROICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Nov 21 *0 SPACING 24.0 " LVJ3ZZ tMU - K1C5) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. T 2-4-3 I_ 5X4= 4X6= In I UnU rn[rnnw rnU r1 6Vr Lr ICn 1RrVI µA— a UII-f-1. Un a —0rn1 1LU 01 1 n J nrn. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER OUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at 10.33 BC From 4 PLF at -1.00 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 9.33 BC From 4 PLF at 9.33 to 4 PLF at 10.33 TC 150 LB Conc. Load at 3.00, 6.33 TC 66 LB Conc. Load at 4.27 BC 46 LB Conc. Load at 3.06, 6.27 BC 35 LB Conc. Load at 4.27 6 (— 6 2-4-3 10-0-0 ri 2.5X4 1-0-(0-4 0 0-4-(1 0 0 I- 3-0-0 _1_ 3-4-0 _1_ 3-0-0 _I VIE — 9-4-0 Over 2 Supports — R=654 U-513 W=4" R=645 U=501 W=4" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 0'0 01; IO OR., SUi TE 200, MAO ISON, YI 53719), FOR SAFETY PRACTICES PR 100. TO PER FORMIN6 THESE FUNCiIO NS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY AT TACHEO STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGEO CEILING. IMPORTANT** FURNISH A COPY Of THIi DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ZIF1C,**. /wN t(J - r 7j j NO.42704 1= i* 7C TC L L T C D L BC DL 20 . 7.0 10. 0 D P S F P S F cPJF R E F R 3 5 2-- 6 0 0 9 0 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 11121102 DRW SLTUSR352 02325510 S L T - E N G WM R ' 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-29 -1 522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS PITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER I'AN FOREST AN0 PAPER ASS0CIAi ION) ANO TPI. ALPINE CONNECTORS ARE MADE Of 206A ASTM A653 GRdO GALY. STEEL. EXCEPT AS NOTED. APPLY CONNTO i ySTaTECF ]A 4k, y. ti.. RIC V OECTOR$ B C L L T 0 T . L D . D . 3 7.0 D P S F P S F S EON 12656 FAX 407-295F91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATE' ON THIS OESIGII, POSITION CONNECTORS PER D U R . F A C . 1.25 PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS SPACING 24.0" CERTIFICATEOFALRHORTTiAT10N #9218 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER,PER ANSI/ TPI 1-1995 SECTION 2. Nov 21 2 tV)ZZhBU - K1 IHIS UMG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBRITTED BY -TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11. EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. T 2-4-3 3X6 01 Lc1-5-D.o-55-11. 3-9.4 11 _ 4- 2-3 Over 3 Supports R= 301 U=381 W=5.657' 13- 6-3 R= 84 U=180 3- 9-15 10- 0-0 R= 11 U=180 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER ' SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.35 to 54 PLF at 4.18 BC From 20 PLF at 0.00 to 20 PLF at 4.18 TIC - 2 LB Conc. Load at 1.48 BC 12 LB Conc. Load at 1.48 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:2 FL 1 R Scale 375" Ft. XARN[ N6`• TRUSSES REOUIRf EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIFS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NST[TU TE. 583 D'OMOFR IO DR., SUITE 200. MAD ISON, Y( 53719), FOR SAFETY PRACTICES PRIOR TO PERFOR MIM6 THESE ;UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD $HALL HAVE PROPERLY ATTACHED M ^ T C T C L L D L 20 . 0 7 P S F P S F R E F R 3 5 2-- 6 0 0 9 1 DATE 11121102 SMYTHLUMBERCO. STRUCTURAL PANELS. BO TTON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3 • 7 fGIFica 0 DRW SLTUSR352 02325511 ROOFTRUSSD[VISION IMPORTANT•` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f N0.42704 BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AXY DEYIAii09 FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRIC ATIN6. HANDLING. SHIPPING, INSTALLING AND S L T - E N G WM R BRACINGOFTRUSSES. THIS DESI6N CONFORMS WITH PROVISIONS NDS Sy j B C L L 0.0 OP S F APOFKA. FL 32703 APPLICABLE OF (NAT10NAI OESI6N S STATE OF SEON 12653 ao7-zsaTSzz SPECIE {CAT (ON PUBLISHED BY THE ANFR iC AN FOREST ANo PADER ASSOCIATION) AXO TPI. ALPINE CONNECTORS ARE NAOE OF By hE MA A653 GRIO GALY. STEEL, EXCEPT AS NO TE O. APPIY COXNECTO0.S TO sit p{ TOT.LD. 37.0 PSF FAx: 407-299-9153 EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED DN TMIS DESIGN, POSI i(ON CO NN€CTORS PER 4 -t` ' D U R F AC 1 2 5 PROFESSIONALENGINEERINGDRAWINGS 160 A-L. THE SEAL OX THIS OR HYINGINDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGs1/Nry" G RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN0 USE OF THIS PY Ni.4 L J CERTIFICATE OF AUTHORrIATON#9218 COMPONENTFOR ANPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESI6NER, PER N 21 NISITEN1 SEPARTIU SPACING 24.0" Itv)Znbu - tij TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #2 T 2-4-3 1 2X4 M 1 1-0-0 1E 3-0 - 12----->j 3-0-0 Over 3 Supports R=179 U=180 W=3.5' 13-6-4 R=66 U=180 3-10-3 10-0-0 R=35 U=180 120 MPH WIND, 12.85 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.' PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:3 FL 1 R Scale 375" Ft. WARNING-` TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. PEfER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP( (TRUSS PLATE M. T C L L 20.0 P S F R E F R 3 5 2-- 6 0 09 2 INSTITUTE. 583 0`O9 FNO OR., SUITE 200. MADISO N, WI 53719), FOR SAFETY PRACTICES PR f OR TO PERFORMING THESE FVN<iIOXS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'-FURNISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS- INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO IFIC.'•. ff i '7.'•iEt40% t N0.42704 T C D L BC DL 7.0 10.0 P S F PSF DATE 11121102 SMYTH LUMBER CO. RoOFTRUS5DlY1510N DRW SLTUSR352 02325512 SLT-ENG WMR2722SOUTHAPOPKABLVD. APOPKA. FL 32703 407-299-1522 FAX: 407-29991 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAM FOkEST ANO PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF TOGA ASTM A6S3 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 7f j JyL STATE OF 3N A% It. VVVyoRIQ . VVV BC LL TOT . L D . 0. 0 37. 0 PSF P S F S E 0 N 12649 D U R . F A C . 1.25 PROFESSIONALENGINEERINGORAWINGS160A.Z. THE SEAL ON THIS, OR AWINGINDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESPONSIBIIITY SOIELV f00. THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS tLE SPACING 24.0" t CERTIFICATEOFALTTHORrZATION#9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1.1995 SECTION 2. Nov 21 COL LVJLLStlU - LlI Ini3 unu rMtrAHtu rKVM l,VnrVItM LRVUI ILLIAV] a ulntMZ.IVNJJ DVDrrlIltV DT-IKUJ3 nrK. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 120 MPH WIND, 12.35 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 2X4 III 6(- 12-6-4 T 2 4-3 R=-12 U=180 2-10-3 10-0-0 R=20 U=180 2X4 nl I11-0-0-11o•12I 1-0-0 Over 3 Supports r-- R=124 U=180 W=8' PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 1a OTY:2 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO 111 -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE NSTI TU IE. 583 O'ONOFRIO DR., SUITE 200. MA SON.Wl 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE D, TOP CHOkO SHALL MAY PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL AVEHAPRODERLYATTACHEDRIGIDCEILING. IMPORTANT'- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SNALI NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNEI TORS ARE MADE Of 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M ZIFI••. jGv 7%•: r 1 jnfl`412704 7C = ' 7R' j LSTATEOF %r S , l OR10,,•• T C L L T C D L B C D L BC LL TOT . L D . 2 0. 7 . 0 1 0 , 0. 0 37. 0 0 0 D P S F P S F P S F PSF P S F R E F R 35 2-- 6 0 0 9 3 SMYTH LUMBER CO. ROOF TRussDlvrsroN 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 407- 299-1 522 FAx: 407-2999153 DATE 11121102 D R W SLTUSR352 02325513 S L T - E N G WM R SE 0 N 12642 D U R . F A C . 1.25. PROFESSIONAL ENGINEERING DRAWINGS 160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COHP0 NE NT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AuTHORETAMON #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1SPACING N Ov 21 24.0 L9JZZ5I51.1 - l,L n 13 UNU rn[rAMLU rnvri vnrul[n inruj LLVNUJ a UIr¢nalvna) JUDrlIIICU 01 1nUJo nr n. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 120 MPH WIND, 12.35 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 2X4 M T 6(- 12-6-4 R=-18 U=180 2-10-3 2- I4- 3 i 10-0-0 R=-98 U=180 2X4 M 1t1.0.0)-4-08-12 1-0-0 Over3 Supports R=248 U=180 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:2 FL - 1 R Scale 375" Ft. WARNING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H18"91 (HANDLING INSTALLING 1,NO 8R AC 51NG). PUBLISHEO BY TPI (TRUSS PLATE M nI[QVf,/_ T C L L 20 . 0 P S F R E F R 3 5 2-- 6 0 0 9 4 INSTITUTE. 583 O'ON0FR 10 DR-, SUITE 211 MADISON, NI 13719j. FOR SAFETY P0. ACiICES PRIOR TO PERTORMI MG THESE fUNCT10XS. UNLESS OTHERWISE IMD}CATED. TOP CHORD SHALL MAYS PROPERLY kITACNEO STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIAY ION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING A40 BRACING OF TRUSSES. iHlS DESIGOCONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NAOE OF 206A AS TM AG53 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTOR$ TO tIFIq*K 4 0 : Ii0.42%04 •' STATE OF Q'• O T C D L BC DL B C L L TOT . L D . 7.0 10.0 0.0 37.0 PSF PSF P S F PSF DATE 11121102 SMYTH LUMBER CO. ROOFTRUSSDIVESION 2722 SOLFTH APOPKA BLVD. APOPKA. FL 32703 407-299.1522 DRW SLTUSR352 02325514 S L T - E N G / WM R S E O N 12646FAX: 407-29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R . F A C . 1.25PROFESSIONALENGINEL'RING DRAWINGS 1G0 A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGpt RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS e`•..,,..+' SPACING 2 4 0CERTIFICATEOFAff"ORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 80ILO IN DESIGNER. PER ANSI/TPI 1-1995 SECTION Z. N Ov 21 ASCE 7-98: 120 MPH .WIND. SPEED, 80' MEAN HEIGHT, ENCLOSED, 1. 1.00, EXPOSURE C a 2X4 BRACE CABLE VERTICAL SPACING SPECIES GRADE NO RACES I) 1%4. "L" BRACE 1) 2X4' `L` BRACE 2) 2X4 "L" BRACE •• i) 2X6 `L" BRACE :• Z) 2%8 'L" BRACE •• GROUP A GROUP B CROUP A CROUP B CROUP A CROUP 8 GROUP A GROUP.B GROUP A GROUP B S P l 2 3' 5" 5' I1" 6' 0" 7' 0" 7' 2" a 4" 116' l0' II" II' 3` 13' I" 13' S` T. F H F 3 3' 4` 4' ll" 4' IL" 6' S' 8' S" 8 ,4 B' 4" 10 0" 10' 0` t3 1" 13' 1" STUD 3' 4' 4' 10" 4' 10" 6' S" 8' 4' 8' 4" 10' 0" 10' 0" 3' t' I3' t" w Q STANDARD 3' 3` 4' 2" 4' 2` 5' 6" 5' 6" 7' S" 7' S" 8' 7" B' 7" It* B" ll' 8" t 3' 9' 5` II 6' 4" 7' 0" 7 6" 8' 4' 8' It' 10' it" II' t0` 13, 1" 14. 0' P23' B" 5' 11", 6' 4" 7. 0" 7' 6` 8' 4" 6' it' 10' It' It* t0" 13, 1" 14' 0" 33' 6" 5' 0" 5. 0" 6' 7" 6' 7" 8 4 B. 9" t0' 3` 10' 3" t3' 1" 13, 9- cv D F LSTUD 3' 6' 4' 11' 4' 11" 6' 6 6' 6" 8' 4" B' 9" IO' 2" 10` 2" 13. 1" 13' 9' STANDARD 3' 4" 4. 3" 4. 3" 5' 6" 5 8 7' 7" 7' 7' e' 9' B 9 I1' It" tl' 1t" t 2 3' 11" 6' 9" 6' ll' 8' 0" 8' 2' 9. 6' 9' 9" 12, 6" l2 Il 14' 0' E—( S P F 3 3' 10' 6' 0" 6 0" 7 11 7' 11" 9' 6" 9 6 l2' 3" 12 3" 14' 0" 14' 0' H F STUD 3'. 10 5' Il` 5 tl 7' 10 7' 10' 9' 6' 9 6 12' 3' 12' 3" 14' 0" 14' 0" r1 0 STANDARD 3' 10` 5' 1' 5' t' 6' 9' 6' 9" 9' 1' 9' 1" ' 10' 6" to' 6" 14' 0" 14' 0" 1 4' 3" 6` 9' 7` 3' 8' 0' 8' 7" 9' 6" 10' 3" 12- 6` 13' 6' 14' 0" 14 0` S' P 2 4` 2` 6' 9" 7' 3" 6' 0" 8' 7` 9' 8" t0' 3" 12' 6" 13' 6' 14' 0' 57 0 W QD 13 4' 0" 6' 2" 6' 2" 8' 0" 6' 1` 9, 6" 10' 0" IT 6" 12. 7' 14' 0" 14' 0 a r-I D F L STUD 4' 0` 6' t" 6' 1" 8' 0 8' 0" 9' 6' 10' 0" 12' 5" 12' 5' 14' 0' 14' 0" STANDARD 3' Il' S' 3' 5' 3' 6' it, 6' 11' 9, 3" 9. 3" 10' 9" t0' 9` 14' 0" 14' 0` P L 2 4` 4" 7' S" 7' 7" B' 9" 9, 0" 10' 6" t0' 9` 13 10 14' 0" 14' 0" 14' 0" Q, S F 3 4' 2" 6' 11` 6' !t' B' 9 B 9" 10 6 10' 6` 13 10 13• t0" 14' 0" 14' 0" u F STUD 4' 2" 6' II" 6 it 8' 9" 8' 9' 10 6" 10' 6" 13 t0 13. 10" 14. 0" 14' 0 O 1 1 STANDARD 4' 2" 5' ll' 5' It" 7' 10" 7" 10" 10' 6' 10' 6" 12' 2" 12' 2" 14' 0" 14' 0' I 4' 8" 7' 5` e. 0". B" 9' 9' 6` 10' 6" II 4 13 10 l4' 0" 14' 0" 14 0" P24' 7" 7' 5" e' 0" 1 e' 9' 1 9' 6` 10' 6" 11' 4" 1 l3 10 14' 0" 14, 0' 14` 0' 2 3 4' 5" 7' I" 7' I' 8' 9' 1 9' 3" 10' 6" 11' 0" 1 13 10 14' 0' 1 14' 0" 14' 0" 1- 4 D F LSTUD 4' 5" 7' 0' 7' 0" 8` 9` 1 9- 3" 1 10 6' 1 11' 0` 1 13 t0 14 0` 14' 0` 14 0" STANDARD 4' 4' 6' 1" 6' 1` 1 8' 0' j 6. 0" 1 L0 6 10' 9' 1 12 5 lZ' 5" 14' 0" 14 0" DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 8701 AT EACH END. MAX WEB TOTAL LENGTH IS I4'. SY1IM I' ABOUT, . 2X4 / 211 OR BETTER T 16" L 1 + L. T BRACE2X4 SP OR DF-L 12, OR BETTER DIACONAL f VERTICAL LENGTH SHOWN I BRACE; SINGLE OR IB f iN TABLE ABOVE. DOUBLE CUT L 1 1 (AS SHOWN) AT UPPER END.II 14 u CONNECT DIACONAL AT Ilk MIDPOINT OF VERTICAL WEB. VARNING•- TRUSSES REOUIRE EXTREME CARE IN FABRICATING, INSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING INSTAL BY TPI (TRUSS PLATE INSTITUTE, 503 D-ONOFRIO DR., SUITE 20 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. S MYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PAN ROOF TRUSS DIVISION HAVE A PROPERLY ATTACHED RIGID CEILING. 1MPORTANT-• FURNISH A' COPY OF THIS DESIGN TO THE INST ENGINEERED PRODUCTS, SHALL HOT BE RESPONSIBLE FOR INC.TO2722SOUTHAPOPKABLVD. DESIGN/ ANY FAILURE BUILD THE TRUSSES IN CONFORMANCE HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICAT 407- 299-1522 AMERICAN FOREST ANDASSOCIATION) AND TPI. ALPINE C FAx: 407- 299-9153 PAPER AST M A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY C TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POST DRAWINGS 160A-Z. THE SEAL ON THIS DRAVING INDICATES ACC PROFESSIONAL ENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONECERTIFICATEOF AUTHpR1YAT10N 0921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR RESPONSIBILITY OFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-19 BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE - FIR HEII-FiR t 2 STANOARD 2 STUD 3 STUD 3 STAN0AR0 OOUGLAS FIR - LARCH 30UT11ERN PINE 3 STUD ITUO ANDARDSTANDARD GROUP B: HEN -FIR t h BTR It SOUTHERN PINE DOUGLAS FIR -LARCH 2 z GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING ( 5 PSF TC DEAD LOAD). b CABLE ENSUPPORTSLOAD FROM 4 0 OUTLOORERS WITH 2' 0' OVERHANG, OR 12` PLYWOOD OVERHANG. ATTACH EACH ' L' BRACE WITH 10d NAILS. FOR (1) ` L' BRACE: SPACE NAILS AT 2` O.C. IN 15' END ZONES AND 4` O.C: BETWEEN ZONES. j • FOR ( 2) `L" BRACES: ' SPACE. NAILS AT 3` O.C. IN 18" END ZONES AND 6' O.C. BETWEEN ZONES. L` BRACING MUST BE A MINIMUM OF BOX OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4 0" GREATER THAN 4 0`, B LESS THAN It' 8` M25X4 GREATER THANII' 8' REFER TO COMMON TRUSS DESIGN FOR r • /Vi/ PEAK. SPLICE, AND HEEL PLATES. P`",T,A,•• M. UNLESS REFER TO CHART ABOVE FOR 1(( wm-. ¢ TdC ti- C • 'l C' THIS DRAWING REPLACES DRAWING A10030E HANDLING, SHIPPING, LING AND BRACING), PUBLISHED 4 REF ASCE7- 98-GA812030 D, MADISON, V1. 53719) FOR OTHERWISE INDICATED, 1. 7c NQ, 42704 r DATE 09 10 01 T' REINFORCING MEMBER CABLE TRUSS GABLE DETAIL Zx.-T-. 6'T REINFORCING GABLE VERTICAL PLATE SIZES (. MEMBER REINFORCING MEMBER TOENAIL TOENAIL q ' , I I\\ \\ - O PLICE.REFERTWEE AANDEHEEL PLATE9DESIGN FOR PEAK, B RIGID SHEATHING ATTACH EACH 'P- REINFORCING MEMBER WITH HAND DRIVEN NAILS: IOd. COMMON TOENAILS AT 4' O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131' X 3': ,. TOENAILS AT 4' O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 CABLE DETAIL DRAWINGS . A11015EN0699, A1001500699, A09015EN0699, A06015EN0699, A0701SEN0699 A11030EN0699, A10030EN0699, A09030EN0699, A06030EN0899, A07030EN0699 ASCE 7-96 CABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901, A10015EC0901, A08515ECO901 A13030ECO901, A12030ECO901, At1030EC0901, A10030ECO901, Ab6530ECO901 SBCCI CABLE DETAIL DRAWINGS StIOl5EN0699, 510015EN0699, S09015EN0699. S08015EN0699, S0701SENO699 S11030EN0699, S10030EN0699, S0903OENO699, SOBU30EN0699, S07030EN0690 SEE APPROPRIATE ALPINE CABLE DETAIL (ASCE OR SBCCI CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED CABLE VERTICAL LENGTH. 4\'tS1iSNirilIi111 p FN I VARNiNG•• TRUSSES REQUIRE Ex TREHE CARE IN FABRICA INSTALLING AND BRACING. REFER TO HI8-91 (HANDLING IN BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUIT SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURALSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. rrr1HPORTANTrr FURNISH p COPY OF THIS DESIGN TO THEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE F 2722 SOUTH APOPKA BLVO. DESIGNJ ANY FAILURE TO BUILD THE TRUSSES IN CONFORHA HANDLING, SHIPPING, INSTALLING AND BRACING Of TRUSSESAPoPKA, FL 32703 - APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIF 407.299-t 522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIF FAX' 407.299-9153 ASTH A653 GRTO GALV, STEEL EXCEPT AS NOTED. APPLY TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, DRAWINGS 160 A-Z. THE SEAL. ON THIS BRAVING INDICATES PROFESSIONAL ENGINEERING.. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMF RYIFICATE OF AI/THORQATNON 49216•SUITABILITY AND USE OF THIS COMPONENT FOR ANY PART[( RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1. HANDLING, SHIPPING, LING AND BRACING), PUBLISHED i~ 0. NADISON, VI. 53719) FOR JNLESS OTHERWISE INDICATED, y`V•,'CtFICgT'•.'Ai ELS AND BOTTOM CHORD SHALLALL tJ CONTRACTOR. AWYDEVVIAIATIONFROMTHISLPINEy No. 42704 WITH TPIJ OR FABRICATING, DESIGN CONFORI(S WITH ION PUBLINECTORSSHED BY THE OF STATE OF iEC`CrrORSTOAERCNI(IAFAACITION CONNECTORS PER EPTANCE OF PROFESSIONAL VT DESIGN SHOWN. THE A••' QP`" rOliTHE qfnm40vf'. 1A_'•........_J. TO CONVERT FROM 'L' TO 'T' REINFORCING MEMBERS, MULTIPLY IT' FACTOR BY LENGTH (BASED ON CABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (I) 2X4 'L' BRACE, GROUP A. OBTAINED FROM THE APPROPRIATE AL PINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE ' T' REINFORCED CABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED AND MRH T- REINF. MBR. SIZE SBCCI ASCE 110 MPH IS FT Zx4 10 X t0 % 2x6 40 X 50 % ILO MPH 30 FT 2x4 t0 7. 0 7. 2x6 50 % 50 % 100 MPH 15 FT 2x4 10 X t0 % 2x6 30 X 50 X t00 MPH 30 FT 2x4 l0 X t0 % 2x6 40 7. 40 X 90 MPH 15 FT 2x4 20 7. t0 % 2x6 20 Z 40 % 90 MPH 30 FT 2x4 10 X t0 9. 2x6 30 X 50 X 50 MPH 15 FT 2x4 10 % 20 7. 2x6 10 X 30 X BO MPH 30 FT 2x4 20 7. 10 7. 2x6 20 7. 40 % 70 MPH 15 FT 2x4 0 7. 20 7. 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 l0 X 20 X 2x6 10 R 30 7. EXAMPLE: ASCE WIND SPEED - 100 MPH MEAN ROOF HEIGHT - 30 FT CABLE VERTICAL a 24' O.C. SP 13 T' REINFORCING MEMBER SIZE . 2X4 T' BRACE INCREASE (FROM ABOVE) - to% 1.10 t) 2X4 ' L' BRACE LENGTH 6' 7' MAXIMUM 'T' REINFORCED CABLE VERTICAL LENGTH 1.10 x 6' 7' - 7' 3' ICES DRAWINGS CAS98117 876.719 & HC26294035 REF LET - IN VERT DATE 10/ 24/01 DRWG GBLLETIN1001 ENG DU/ KAR Ir I TOT. LD. 60 PSF OR. FAC. ANY AX SPACING . 24.0" F FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: VS225 , Builder: BEAZER HOMES Address: c+'1 C-4.aS-ti Permitting Office: C k" _ 5..,` C. City, State: 1_ e 3 Permit Number: Owner:_tlq_,rt - Jurisdiction Number: Climate Zone: e Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family , a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned Floor area (ft') 1828 ft' c. N/A 7. Glass area & type a. Clear - single pane 232.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 48.0 kBtu/itr _- c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.80 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 199.0(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, 1256.0 ft' _ EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 288.0 ft' _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1828.0 ft' 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Una AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.13 Total as -built points: 26183 PASSTotalbasepoints: 28653 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: --------------------- DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: tit C L t\ ek'!t_W'_ DATE: 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: EnergyGaugeO (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1828.0 25.78 8482.7 Single, Clear E 1.0 8.0 32.0 59.31 0.99 1875.4 Single, Clear S 1.0 6.0 16.0 44.66 0.94 674.5 Single, Clear W 8.0 7.5 23.0 53.47 0.53 649.9 Single, Clear SW 2.0 7.5 8.0 52.82 0.87 369.5 Single, Clear NW 11.0 7.5 8.0 37.74 0.59 178.7 Single, Clear W 8.0 5.0 14.0 53.47 0.45 339.2 Single, Clear W 8.0 12.8 40.0 53.47 0.67 1428.0 Single, Clear W 1.0 11.5 16.0 53.47 1.00 851.4 Single, Clear S 26.0 7.8 40.0 44.66 0.48 848.9 Single, Clear N 1.0 5.0 19.0 27.96 0.96 511.0 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 As -Built Total: 232.0 8162.5 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 288.0 0.70 201.6 Concrete, Int Insul, Exterior 3.0 1256.0 1.40 1758.4 Exterior 1256.0 1.90 2386.4 Frame, Wood, Adjacent 11.0 288.0 0.70 201.6 Base Total: 1544.0 2588.0 As -Built Total: 1544.0 1960.0 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Insulated 40.0 4.80 192.0 Exterior 40.0 4.80 192.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 58.0 220.8 As -Built Total: 58.0 220.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1828.0 2.13 3893.6 Under Attic 30.0 1828.0 2.13 X 1.00 3893.E Base Total: 1828.0 3893.6 As -Built Total: 1828.0 3893.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 199.0(p) -31.8 6328.2 Slab -On -Grade Edge Insulation 0.0 199.0(p 31.90 6348.1 Raised 0.0 0.00 0.0 Base Total: 6328.2 As -Built Total: 199.0 6348.1 INFILTRATION Area X BSPM Points Area X SPM = Points 1828.0 14.31 26158.7 1828.0 14.31 26158.7 EnergyGauge® DCA Form 60OA-2001 EnergyGauge(&/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 35015.6 Summer As -Built Points: 34047.5 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) 34047.5 1.000 1.087 x 1.150 x 0.90) 0.284 1.000 10885.0 35015.6 0.4266 14937.6 34047.5 1.00 1.125 0.284 1.000 10885.0 EnergyGauge'"' DCA Form 60OA-2001 EnergyGauge@1FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1828.0 5.86 1928.2 Single, Clear E 1.0 8.0 32.0 9.96 1.01 320.6 Single, Clear S 1.0 6.0 16.0 7.73 1.01 124.7 Single, Clear W 8.0 7.5 23.0 10.74 1.09 268.9 Single, Clear SW 2.0 7.5 8.0 9.22 1.04 76.5 Single, Clear NW 11.0 7.5 8.0 12.23 0.99 96.9 Single, Clear W 0 5.0 14.0 10.74 1.10 166.1 Single, Clear W 8.0 12.8 40.0 10.74 1.06 454.8 Single, Clear W 1.0 11.5 16.0 10.74 1.00 171.8 Single, Clear S 26.0 7.8 40.0 7.73 2.29 708.4 Single, Clear N 1.0 5.0 19.0 12.32 1.00 233.5 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 As -Built Total: 232.0 2818.9 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 288.0 1.80 518.4 Concrete, Int Insul, Exterior 3.0 1256.0 3.80 4772.8 Exterior 1256.0 2.00 2512.0 Frame, Wood, Adjacent 11.0 288.0 1.80 518.4 Base Total: 1544.0 3030.4 As -Built Total: 15".0 5291.2 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Insulated 40.0 5.10 204.0 Exterior 40.0 5.10 204.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 58.0 276.0 As -Built Total: 58.0 276.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1828.0 0.64 1169.9 Under Attic 30.0 1828.0 0.64 X 1.00 1169.9 Base Total: 1828.0 1169.9 As -Built Total: 1828.0 1169.9 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 199.0(p) 1.9 378.1 Slab -On -Grade Edge Insulation 0.0 199.0(p 2.50 497.5 Raised 0.0 0.00 0.0 Base Total: 378.1 As -Built Total: 199.0 497.5 INFILTRATION Area X BWPM Points Area X WPM Points 1828.0 0.28 511.8 1828.0 -0.28 511.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5514.6 Winter As -Built Points: 9541.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 9541.6 1.000 1.078 x 1.160 x 0.92) 0.438 1.000 4803.2 5514.6 0.6274 3459.8 1 9541.6 1.00 1.150 0.438 1.000 4803.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 J FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 14938 3460 10256 28653 1 10885 4803 10495 26183 PASS EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®lFlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at 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 perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. COMPONENTS I SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 I 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 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1. 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.2 The higher the score, the more efficient the home. l . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family 1 _ 4. Number ofBedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (R') 1828 ft' c. N/A 7. Glass area & type a. Clear - single pane 232.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ft' _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 199.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, Int Insul, Exterior R=3.0, 125&0 ft' _ b. Frame, Wood, Adjacent R=11.0, 288.0 11' - 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=30.0, 1828.0 ft' _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 36.0 kBtu/hr _ SEER:12.00 _ Cap: 48.0 kBtu/hr HSPF:7.80 Cap: 50.0 gallons _ EF: 0.86 _ rlcO NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarT"Idesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeg (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: JESSUP VS-225 12-14-99 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project• • For: BEAZER HOMES Notes: JESSSUP VS-225 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 TggD 18 OF Relative humidity 50 Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Buildingg heat loss 35681 Btuh Structure 23685 Btuh Ventilafon air 0 cfm Ventilation 1485 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 35681 Btuh Use mfg. data Rate/swing multiplier n 0.98 Infiltration Total sens. equip. load 24667 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1380 Btuh Ventilation 2212 Btuh Heating Cooling Infiltration 3290 Btuh Area (ft2) 1828 1828 Total latent equip. load 6882 Btuh Volume (ft) 16703 Air changes/hour 0.8 16703 0.4 Total equipment load 31549 Btuh Equiv. AVF (cfm) 223 112 Heating Equipment Summary Cooling Equipment Summary Make BRYANT Make BRYANT Trade Trade Efficiency 7.2 HSPF Efficiency 10.0 EER Heating input 0 Btuh Sensible cooling 32900 Btuh Heating output 0 Btuh Latent cooling 14100 Btuh Heating temp rise 0 OF Total cooling 47000 Btuh Actual heating fan 1400 cfm Actual cooling fan 1400 cfm Heating air flow factor 0.039 cfm/Btuh Cooling air flow factor 0.059 cfm/Btuh Space thermostat Load sensible heat ratio 79 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrigHtsoft Right -Suite Residential`" 5.0.30 RSR26014 2000-Apr-20 10:48:50 ACCA E:Tiles\beezerlJessup vs225\VS225.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: JESSUP VS-225 12-14-99 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.8 ach x 16703 ft3 x 0.0167 = 223 cfm 2. Winter infiltration load 1.1 x223 cfm x 32 OF Winter TD 7855 Btuh 3. Winter infiltration HTM 7855 Btuh / 290 ft2 Total window = 27.1 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 16703 ft3 x 0.0167 = 112 cfm 2. Summer infiltration load 1.1 x112 cfm x 18 OF Summer TD = 2209 Btuh 3. Summer infiltration HTM 2209 Btuh / 290 ft2 Total window = 7.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 112 cfm = 3290 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 23685 Btuh Sum of ventilation and structure loads = 25170 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24667 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 3290 Btuh Equipment sizing load - latent = 6882 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right. Suite Residential*" 5.0.30 RSR26014 2000-Apr-20 10.48:50 ACCK E:\Files\beazer\Jessup vs225\VS225.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: JESSUP VS-225 12-14-99 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 1 MANUAL J: 7th Ed. Name of room Entire House FOY BR2/STUDY BTH2 2 Length of exposed wall 199.0 ft 19.0 ft 9.0 x 9.0 ft 31.0 ft 11.0 x 14.0 ft 6.0 ft 11.0 x 6.0 ft3 4 Room dimensions Ceiings Condit. Option 8.8 ft heat/cool d 10.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg Clg W) Htg Clg ft°) Htg Clg ft') Htg CIg 5 Gross a 14 4.6 2.1 1528 100 248 0 48 0Exposedb122.9 1.9 0 0 0wallsandc133.2 1.2 288 90 0 0partitionsd0.0 0.0 0 0 M 0 f 0.0 0. 0.0 0 0 0 0 0 6 Windows and a 1C 37.0 152 5618 0 0 32 1183 0 0 0 0glassdoorsb8C37.0 80 2957 0 0 0 0 0 0Heatingc9C38.7 0 0""` 0 0;;;; 0 0 0 0d0.0 0 0 0 0 0 0 f 0.0 0 0`"'" 0 0 0 0""' 0 0 7 Windows and North 21.8 90 1962 0 0 0 0 32 0 1261 0 0 0 0glassdoorsNE/NW 39.4 88 8""` 3467 435 0 0";;; 0 0';;; 0 0` i 0 Cooling E1W SE/SW 54.4 47.4 46 2180 0` 0 0 0 0""" 0 South 0.0 0 0 0 0 0 0 0""' 0 Horz 0.0 0 0 0""' 0 0 0 0""' 0 8 Other doors a 11A 18.9 12.7 40 755 510 40 755 510 0 0 0 0 0 0 0b1118.9 12.7 18 340 229 18 340 229 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 1256 5788 2586 60 276 124 216 995 445 48 221 99 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 0wallsandc13C3.2 1.2 288 907 337 90 284 105 0 0 0 0 0 0 0partitionsd0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 1804 3060 4016 81 137 180 154 261 343 66 112 147 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 0d0.0 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 0.0 199 5158 0 19 492 0 31 804 0 6 156 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 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 27.1 7.6 2901 7855 22091 58 1571 442 321 867 24410 01 0 13 Subtotal loss=6+8..+11+12 32437 3856 4110 489 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100 3244 1001, 386 100 411 10° 49 15 Total loss = 13+14 35681 4241 4520 538 16 Int. gains: People Q 300 6 1800 0 0 0 0 0 0 0Appl. Q 1200 2 1800 0""' 0 0 0 0""` 17 Subtot RSH gain=7+8..+1r+16 21532 1590 2292 246 Less external cooling 0 0 0 0 Less transfer 0 0 0 18 Duct gain 10° 2153 100/,"" 159 100/( 229 100 25 19 Total RSH gain=(17+18)'PLF 1,00 23685 1.00 1749 1.00 2521 1.00 270 201 Air required (cfm) 14001 14001 166 103 177 1491 211 16 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. A4 wry jHtsoft Right -Suite Residential*" 5.0.30 RSR26014 2000-Apr-20 10:48:50 E:\Files\beazer\Jessup vs225\VS225.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: JESSUP VS-225 12-14-99 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room BR3 KIT BRKFST GREAT RM/DIN 2 Length of exposed wall 12.0 ft 12.0 ft 20.0 ft 15.0 ft1ftRoomdimensions11.0 x 12.0 ft 11.0 x 12.0 ft 11.0 x 9.0 ft 15.0 x 24.043CeiingsCondit. Option 8.0 ft i heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 10.0 ft,heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg I Clg ft') Htg Cig ft') Htg I Clg W) Htg Clg 5 Gross a 14E 4.6 2.1 96 96 160 1500 Exposed b 12 2.9 1.9 0 rr« rr.r 0 r«. rrrr 0 walls and c 13 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 r e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 rrr« rr.r 0 r.r rrr 0 r.rw r.. 0 6 Windows and a 1C 37.0 16 591 0 0 39 1441 14 517 glass doors b 8C 37.0 0 0 0 0 0 0 40 1478 Heating c 9C 38.7 0 0 0 0 0 0;;;; 0 0 d 0.0 0 0'"`" 0 0'»'" 0 0 0 0 eI 0.0 0 0 rrr 0 0 r..w 0 0 rrrr 0 0 rr.. f 1 0.01 0 0""' 0 0 0 0•"' 0 0 7 Windows and North 21.8 0 0 0 0 31 632 54 1228 glass doors NE/NW 39.4 16 630 0 0 0 0 0 0 0CoolingE/W 54.4 0;;;; 0 0;;;; 0 8;"' 435 0;;; SE/SW 47.4 0 0 0 0 0 0 0 0 South 0.0 0 0 0 0 0":• 0 0 0 Horz 0.0 0""' 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 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 148 4.6 2.1 80 369 165 96 442 198 121 558 249 96 442 198 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0partitionsd0.0 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 160 1.7 2.2 132 224 294 132 224 294 99 168 220 360 611 801 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 12 311 0 12 311 0 20 518 0 15 389 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 l 0 0 0 12 Infiltration a 27.1 7.6 16 433 122 0 0 0 39 1056 297 54 1463 411 13 Subtotal loss=6+8,.+11+12 1928 977 3742 4900 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100 193 10° 98 100 374 100 490 15 Total loss = 13+14 2121 1075 4116 5390 16 Int. gains: People @ 300 0 0 0 0 0 0 5 1500 Appl. @ 1200 0 0 1 1200 0 0 0 0 17 Subtot RSH gain=7+8..+1 +16 1211 1692 1834 4138 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 100 121 10° 169 10° 183 10° 414 19 Total RSH gain=(17+18)'PLF 1.00 1332 1.00 1861 1.00 2018 1.00 4552 201 ir required (cfm) 1 83 79 r"" 421 110 161 119 2111 269 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr gt tsoft Right -Suite Residential- 5.0.30 RSR26014 2000-Apr-20 10:45:50 AFZ51. E:\Files\beazer\Jessup vs225\VS225.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: JESSUP VS-225 12-14-99 109COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 1 J: 7th Ed. Name of room MBR MBTH BR4 BTH3 2 Length of exposed wall 37.0 ft 16.0 ft 25.0 ft 0.0 ftj4MANUAL3Roomdimensions13.0 x 16.0 ft 13.0 x 16.0 ft 13.0 x 13.0 ft 15.0 x 6.0 It Ceiings Condit. Option 10.0 ft heat/cool 10.0 ft heat/cool 10.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg W) Htg CIg ft') Htg I Clg W) Htg 11 Clg W) Htg Clg 5 Gross a 14B 4.6 2.1 370 160 100 0Exposedb122.9 1.9 0 0 0 walls and c 13 3.2 1.2 0 0 150 0 partitions d 0.0 0.0 0 R 0"' 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 19 702 16 591 0 0 glass doors b 8C 37.0 40 1478 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0""" 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0""` 0 0 f 0.0 0 0""' 0 0""`" 0 0""'" 0 0 7 Windows and North 21.8 0 0 3 61 2 41 0 0 glass doors NE/NW 39.4 40 1576 0 0 0 0 0 0 0CoolingE/W 54.4 0 0 0 0 0 0 0 SE/SW 47.4 16 758 16 759 14 663 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 1 0.0 0 0 0""` 0 0""• 0 0 0 8 Other doors a 11 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 11 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 14 4.6 2.1 314 1447 647 141 650 290 84 387 173 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 150 473 176 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16 1.7 2.2 208 353 463 208 353 463 169 287 376 90 153 200 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 22 25.9 0.0 37 959 0 16 415 0 25 648 0 0 0 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 27.1 7.6 56 1517 427 19 515 145 16 433 122 0 0 0 13 Subtotal loss=6+8..+11+12 6345 2634 2819 153 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100 635 100 263 100/, 282 100 15 15 Total loss = 13+14 6980 2898 3101 168 16 Int. gains: People @ 300 1 300 0 k» 0 0 0 0 0 App. @ 1200 0""' 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+i2+16 4171 1718 1551 200 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 100 417 10° 172 100 155 100 20 19 Total RSH gain=(17+18)»PLF 1.00 4588 1.00 1890 1.00 1706 1.00 220 201 Air required (cfm) 1 2741 271 114 112 1 1221 101 7 13 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wreg4Htsoft Right -Suite Residential'" 5.0.30 RSR26014 2000-Apr-20 10:48:50 AC A E:\FilesteazeNessup vs225\VS225.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING ,AIR CONDITIONING,R Job: JESSUP VS-225 12-14-99 109 COMMERCE STREET, LAKE MARY, Ft- 32746-6206 Phone: (407) 831-2665 J: 7th Ed. 1 Name of room UTIUHALL 2 Length of exposed wall 6.0 ftj4MANUAL3Roomdimensions15.0 x 7.0 ft Ceiings Condit. Option 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Area Area EXPOSURE NO. Htg Clg f:2) Htg Clg Htg Clg Htg Clg Htg Clg 5 Gross a 14E 4.6 2.1 0 Exposed b 12C 2.9 1.9 0 walls and c 13C 3.2 1.2 48 partitions d 0.0 0.0 0 e 0.0 0.0 0 f 0.0 0.0 p 6 Windows and a 1 C 37.0 0 0 glass doors b 8C 37.0 0 0 Heating c 9C 38.7 0 0 d 0.0 0 0 e 0.0 0 0 f0.0 0 0 7 Windows and North 21.8 0 0 glass doors NE/NW 39.4 0 0 Cooling ENV 54.4 0 0 SE/SW 47.4 0 0 South 0.0 0 0 Horz 0.0 0 0 8 Other doors a 11 18.9 12.7 0 0 0 b 11 18.9 12.7 0 0 0 c 0.0 0.0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 exposed b 12C 2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 48 151 56 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 10 Ceilings a 16C 1.7 2.2 105 178 234 b 0.0 0.0 0 0 0 c 0.0 0.0 0 0 0 d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 6 156 0 Note: room b 0.0 0.0 0 0 0 Perimeter c 0.0 0.0 0 0 0 is displ. d 0.0 0.0 0 0 0 for slab a 0.0 0.0 0 0 0 floors) f 0.0 0.0 0 0 0 121 Infiltration a 127.11 7.6 01 0 0 13 Subtotal loss=6+8..+11+12 485 Less external heating 0 Less transfer 0 14 Duct loss 48 15 Total loss = 13+14 100 533 16 Int. gains: People @ 0 PP • @ 1200 600 17 Subtot RSH gain=7+8..+12+16 890 Less external cooling 0 Less transfer 0 18 Duct gain 100 89 o o 19 Total RSH gain=(17+18)"PLF 1.00 979 20 Air required (cfm) 21 58 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wir ghtsoFt Right -Suite Residential 5.0.30 RSR26014 2000-Apr-20 10:48:50 ACCA E:\Files\beazerWessup vs225NVS225.rsr Page 4 RIGHT-J WINDOW DATA 01 DEL AIR HEATING,AIR CONDITIONING,R Job: JESSUP VS-225 12-14-99 109 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 FOY BR2/STUDY a n nw a c n 0 d 1 1 90 1.0 1.0 3.0 5.0 39.4 32.0 0.0 BTH2 BR3 a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 KIT BRKFST a n se a c n 0 d 1 1 90 1.0 8.0 2.5 5.0 47.4 23.0 23.0 a n e a c n 0 d 1 1 90 1.0 2.0 2.5 5.0 54.4 8.0 0.0 a n s a c n 0 d 1 1 90 1.0 11.0 2.5 5.0 30.4 8.0 8.0 GREAT RM/DIN a n se a c n 0 n 1 1 90 1.0 8.0 2.0 3.0 76.4 14.0 14.0 b n se a c n 0 d 1 1 90 1.0 8.0 6.0 6.8 47.4 40.0 40.0 MBR a n se a c n 0 d 1 1 90 1.0 1.0 6.5 5.0 47.4 16.0 0.0 b n ne a c n 0 d 1 1 90 1.0 26.0 1.0 6.8 39.4 40.0 0.0 MBTH a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 4.0 47.4 19.0 3.0 BR4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BTH3 tSoft Right -Suite ResidentialT" 5.0.30 RSR26014 2000-Apr-20 10:48:50wrigh ACCK E.\Files\beazer\Jessup vs225\VS225.rsr Page 1 UTIL/HALL Right -Suite Residential*" 5.0.30 RSR26014 2000-Apr-20 10:48:50wnghtsoftezACCAE:\Files\beazer\Jessup vs225\VS225.rsr Page 3' bath duct to rooF cap IFan 3' bath duct to roof cap r/Fan 42x42 a/c Slab by bldr min 2' From wall 3.0 ton /5kw Q240v 1phh IAx13 plenplatformby b(dr arnle Z M W U I Flz W Q nOn 1V LJ CU 77 i 0 G' CZ Ull W i W W U Z r O SEE NOTES bvG NO, GEN-0453 MULLION INSTALLATION D d ANCHOR ANCHOR D_ BRACKET TYP.) O WINDOW D FRAME SILL 8 SELF TAPPING D CTYPJ SMS CTYPJ MULLION D ° 1-7/8' ANCHOR INSTALLATION BRACKET v ANCHOR TYP.) a MULLION DIE NO. 1447 4gPPR,,(Y4ti;). FL D SUBSTRATE R NAME: MULLION a DIE NO. 1447 NC/R D 1-7/8' WINDOW FRAME HEAD E`ECR FILE # 16 CTYPJ o SECTION B-B D v SECTION A -A NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. A CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME C NSTRUCTION, ATTACH MULLION T SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. A B B 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP, CARROLLTON, TEXAS TITLE. FIN HORIZONAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO, 1447 EXTERIOR ELEVATION -- .- - • - : E - AREA----- BB APRVA __-- OAtE.3/I7i02 E. vT/PL __ —— SCALE. HALF NATL ---- DvGNO GEN-0453 F.- p CDAR[0 qj9V PRODUCT TECHNOLOGY CORP.. Z50 INTERNATIONAL pXV Y„ NEATIQ()V• FLORIDA 32746 PwONE 607-805-0365 FAX 407-BOS-0366 4" r GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM G4lq FIN HO RIZ. MULLION MULL SPAN> WDW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF, PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020040 12Jan-2002 01-1201 II. M AS 4EJJ E:CM NJTA:!—A7i>i AMC ES.N:1 J - % aP N. S- A V x AL G v er r S, k, >'AC TO eE I —-i( /a M;N — it vrlu v r;_,r M G-1A` ALL1MnlJM ALLOY 60E ti AS aE7" _\ IEM3 _If`!" 3; USE LATEI J, ..`1CGHIWNC0h r-4NSE AT r;Ar; S'_L ` JAM6s CS - A7rx rA.1-r -GP PERImE'ER SEAL ADS r Ex'rPCP F_A TYPE 71 I • Y OF WlNCCW FLA1 IISt ALLA1 N rJC.,c G A 5 fnF v M APY PEP 'rE REC:t.IFc.+_'..S „,Ny J ASTM ri_E 45G -IAD-S l it / ' LENT _uD v a PrP -PA Tv QF vINCCJ 6 'N uiA":_`! IS JLS +( ; rp COv I AL A Oa AN P r o T SEE''_ 3oDPTPP0u> ' t_";- i > UFBSi . LI T ._Err yr IvPC JE /a' S, u IN T EAi Cr CREvS v A, aDC :<raS I V'rIC3J FLA%-C 1 MF_L E MUST BE C. SuF E L-fJGT. TO CHIT I'8 + II SMEA'H,N; MBEDMENT INTO vSCE FRAMING. 3/16" DI TAP._CN ANC CR> L p SLEPT iNG —/ II,I' \\ —:!4' MAX a9 INSTALLATION SCPZ,S TO BE PLACED 6- MAx FPCM Cgt,:RS v BY CTnE-S , Sw1; SPA=E 6 24C.- MAX BETWEEN , ± I I 91 SUM DOJN A GUND CURVED PCPTjON Cr WINDOW FP M_ ;3 Ns \ BEENCI. c r B. CTHCP.S. BUILDDC'.JN rJ T E OF -•r V NOQ r 0HE S , UCO TEIRc DE JU4ELY TP,A1 R LCG FP_I • 3L['LK BY HE=S F;,_ ELEVATIGNS H v COMMON CCNFjrURATJ . I LERS%R; B, OTwEPSINTENDEDi LI+I USE OF THIS PP.0 .'T TO T ESE TvQ ExTEP1CR B_ivEEN EC.ER c F:• Jl- I _ L vCCJ au" Br In EDS / / j - i CC ri;;LRAT.3 S. THIS SHEET APPLIES TC ALL U+rl PT v t[NS i \ THAT CABE MANUrACTURED FP•CM THE iA5r/i55G SJ\\ DESIGNED F xE: FRAM ING MING SYSTEM . GER.: _TEP CAULK, ..EC NuEs, Prq]1E7rQ CAULK E% CD iiNl Sl+ E, C HEK; I ' ' y' r OTHERS BY CI ER> I FLANGE TYPE ~ \—i-JSTALLATICN A",C Ck \ TI r`' rPAME Cp <C Pr•.JJL_ CLAZInC .TYP SEE F'_ANGC TYPE - VINDOv .- GAME S'.LL METER CAUL' BY yihEP. a ECTERICR F( r+ISw J, Br OTHERS J/ 4 CAULK BETWEEN WINDOW jI / FLANGE 6 WOOD BUCK CONCRETEOR / MASONRY OPENING BY OTHERS CAULK BETWEEN VOCD BUCK L MASONRY OPENING 3Y OT.EPS HEI SHIM AG REOD fSEE NOTES, CNE BY '.Cc, BUCK By CT.EPS i/ A• MAX Snits SPACE a I-1/ 4' i M; N CM3c r INSTPLLATICNANCHOR3/ 15" DiA. TAPCON wir ILXA , r LURMA -O. A. F. ACTURER NAME-.- r VA! ON MASTER F # VIEWED FROM EXTERIOR v =D FROM EXTERIOR yr , 1--L. yT —UUUL1 CC—, 115C LC15p AvE. 507E 6. WINTER PARK, FLOR-CA 32789 P-ONE 107 622-6334 FAX C7 622-5335 CAULK 3EiVEEN— WOCC SUCK E. MASCNPY GPENING BY OTHERS CAULK BETVZT N W;NDOW - FLANGE a 'v'600 BUC< I i. CONCRETE OR MASONRY OPENING 1BYOTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK' BY OTHERS FLANGE TYPE - WINDOW FRAME HEADER WINDOW EXTERIOR HEIGHT FLANGE TYPE — WINDOW FRAME SILL PERIMETER CAULK BY OTHERS ONE BY WOOD 9UCK BY 07rERS NSTALLATION ANCHOR 3/16' OIA TA PCON SHIM AS PEO'D Sr---- NOTES) i J L I-Il4' MIN. C EMBEDmENT 1/4' MAX. SHIM SPACE GLAZING (TYP. SEE NOTES) BUCK . HEIGHT NOTES 1) SHIM AS REO D AT EAC& INSTALLATION ANCHOR USING LOAD EEARING SHIM MAX ALLOWABLE SHIM STACK TO BE 1/4 2) WINDOW FRAME MATERIAL. ALUMINUM ALLOY 6063. 1) uSE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD. SILL & JAMSS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1,300 GLASS CHARTS. 6) DESIGN PRESSURE CAPACITY OF WiNDCW 6 INSTALLATION IS LIMITED 70 400 FSF. 7) FOR INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR MASONRY OPENING, USE 3/16' DIA. TAPCON TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN, 1-1/4' EMBEDMENT INTO SUBSTRATE PLACE ANCHORS 6' MAX FROM CORNERS L 24' OC MAX BETWEEN. E) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE 9; ELEVATIONS SHOW COMMON CONFIGURATIONS IT IS NOT INTENDED TO LIMIT USE CF THIS PRODUCT TO THESE TWO CONFIGURATIONS THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1450,1550 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEM. MANUFACTURER NAME: C, "L,F— LRALy 441-UffLNVN MAST ERER 1C ELE # Ow wit HT HE a EXTERIOR FINISH BY OTHERS CAULK BETWEEN WINDOW FLANGE 6. WOOD BUCK CONCRETE OR MASONRY OPENING / BY OTHERS CAULK BETWEEN WOOD BUCK 6 MASONRY OPENING BY OTHERS SHIM AS REO'D ISEENOTES) ONE BY WOOD BUCK BY OTHERS I/4' MAX SHIM SPACE a 1-I/4' MIN. EMBEDMENT INSTALLATION ANCHOR 3/16' DIA. TAPCON WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR SECTION I Q '_n ETAT: IS... 1/4' MAX' f- BJYK WIDjN Fes- SHIM SPACE SHIM AS REQ'D SEE NOTES) 1-1/4" MIN EMBEDMENT FLANGE TYPE S CAULK BETWEEN FRAM WOOD BUCK 6 JAMBJAMB MAS'Y OPENING 4 BY OTHERS 4 GIsZiNG ciTp Ill INSTALLATION ANCHOR SEE NOTES) Q 3/16" D1A. TAPCCN ONE BY WOOD PERIMETER CAULK I BUCK BY OTHERS BY OTHERS EXTERIOR FINISH CAULK BETWEEN WINDOW FLANGEBYOTHERSWOODBUCK f WINDOW WIDTH 0 CONCRETE OR MASONRY OPENING S E C T I O N 2 BY OTHERS ELEVATION VIEWED FROM EXTERIOR n& wwwavulmmum 1001 W. Crosby Rd. • Corrohm, TX 75006 • P.O. Box 819022 • DBBas. TX 75381 G9•viMG MSL>a1vTi61KINSTALLATION DRAWING ONE BY BUCK SERIES 1450/1550 DESIGNER PICTURE WINDOW D.—s, c-01' sc•Lc BB NIA DATE f vG MII•@£3 EcNIB I GEN-ODES M 1 AM I•DADtc PRODUCT CONTROL NOTICE OfACCEPTANCE 11C.T industries 1070 1'ecllnulogy Drive Nokomis ,FL 3427i p MIAAII-DADS COUNTY. FLORID,\ I(1iTR0-DADS FLAG(.CR BUILDING BUILDING CODE: COJIPLIANCF OFFICE: MEXRO-DADI: FLAGLE.R BUILDING 140 WEST l l.rlCil.lilt S'I'Itlil:l', St)1'1'I: Ibo3 MIAMI. FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-29os CON rRAC-rolt LH-7 INNING SVVJ-1 )N OOS) )7t.2S27 FAX ()03) )75.2SSs CON'I'RAVI'014 rNFORC KNIF.N'I' DIVISION 305) 375.2966 FAX (JOS) 375.2)08 1'Itt)nUCT (Y)NTRt)I. DIVISION Your application for Notice ofAcceptance (NOA) of: (305) )7S•24N)2 F,\x (305) )72•633') 1 ".(Std. Nall - Aluminum Tube Clipped Nlulliolls under Chapter A ol'the Code of Miami -Dade County governing the use olAlternate Materials and Types of Construction, and completely described herein, has been recommended flor acceptance by the Miami -Dade County Building Code Compliancc Office (13CCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material oils to perform in the approved mamlcr, DCCO may revoke:, modify, or suspend theuseofsuchproductormaterialimmediately. DCCO reserves the right to revoke this approval, if it is determined by 13CCO that this product or material fails to meet the requirements of the South FloridaBuildingCode. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00-0912.05 EXPIRES: 06/28/2006 Raul Rodriguez ChM' product Control Division TIIIS IS'T HE COVERS11rFT ST:r•, ADDITIONM, PAGES fo l? SPFCIFICAND GENERA CONDITIONS BUILDING Cnl)r .0 PRnnUCT REVIEW COINIMITTEE This application for Product Approval has been reviewed by the DCCO and approved by the BuildingCodeandProductReviewCommitteetobeusedintliami-Dade County, Florida under the conditions setForthabove. APPROVED: 06/28/2001 ff7vt 4-" Francisco J. Quintana, R.A. Director Miami -Dade County Building Codc Compliance O(rcc kt0450001\pc2000\\templates\nonce acceptance cover pate.dot Internet mail address: PustMasi cr670-ildia{;codcoil linc.coIII Ilutnc)sage: littp://ivww'.l)uilditigcodeutiline.coni 2 I'GT Industries ACCEPTANCI. No.: 00-0912.05 APPIt0V1"U JUN 28 2001 I:xIII IZE'sJUN .2 8 2006 NOTICE. OF ACCE.I'TANCE: 4PI:Cr, IC CONDITIONS 1. SCOPE 1. 1 This approves a clipped mullion system, a, described in Section 2 of this Notice of Acceptance, dcsigncd to comply with the South Florida Building Code (SFI3C), 1994 Edition for Mianli-Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter23, do not exceed the Design PCCSSUrc Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The 1"x Standard 1VAI - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6620, Sheets I through 5 of 5, titled "1" Std. Wall Mullion Arrangement Detail", prepared by nlanuftcturcr, dated 4/2S/00, signed and scaled by Robert L. Clark, P.C., bearing the Miami -Dade County Product Control approval stamp; with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. Tlicsc documents shall hereinafter be referred to as the approvcd drawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as shown intheapproveddrawings. 3.2 for Design Pressure Rating vs. Mullion Length and Opening Width, for either I x2x.125 (2 anchors) mullion or Ix4x.125 (4 anchors) mullion, sec corresponding table in approved drawings. 3.3 Window sizes and design pressures are to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as pact of an impact resistant unit. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dadc County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, with mullion option indicated. 6.1. 2 The Notice of Acceptance of cash doorand/or fixed lite attached to mullion. 6.1.3 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 installation. 6.1.4 Any other documents rcquircd by the Building Official or the South Florid; Building Code SFBC) in order to properly evaluate the install, Il of t is systell, fvtanu• 1'crcz, P.E. Product Co Examiner Produ ontrol Division l6r 1'GT industries ACCEPTANCE' No.: 00-0912.05 APPROVIsD JUN 2 8 2001 I:xr'IREIS JUN 2 8 2006 NOTICE. OFACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shah be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, arc 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 this 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 acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested ( through the filing ofa revision application with appropriate fcc) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. G. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acccptancc is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturcr or Its dlstribUtors and shall be available for inspection at the job site at all tinic. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. EN 1) 0 F THIS ACCI;I'T kNCE: MaimK- r rz, P.C., Product Co trt5i •x1mincr Produontrol Division ANCHORS: f.'B'. TYR C' OR '0MULLION BOTH ( NOS\ N CLAZANG CIAZWG PRODUCr PROOUCr WI—— W2 w w ' wl+w2 2) WINDOWS MON D TOGETHER FOR DETERMINING VAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 hiAX OPENING = W OR W 1 +W2 MULL LENGTH = H ANCHORS: rYPf - a-, c' 0R b' r-- w-- 1 so CNOS PAOPUCT H2 M. N MULLION HI CLAZWC IROOUCTH - NI+H2 1) WINDOW MULLED WIONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PACE 5 OF 5 MAX OPENING = •H OR H 1 +H2 MULL LENGTH = W ANCHORS: TYPE. 9' c' OR b' BOTH ENDS I - W--1 DIG PRODUCT N M Y TYP. WALLemY2 H GLtZSIX RTC PRODUCT PRODUCT Akvo" r. PE ''A' I W I i U'. CMORS: BORI H I W1 W2 C( AZWC vRooucr uJ TYP. MUl1KNVYI cwmc C(AZWC C(AIWC PRODUCT PNOOUCf PRODUCT W W WI+w2 I—wl-1—w2—I—wJ—I wM . HIINI w - w11w2#WJ 2) WINDOWS MULLED 11 - HI+N2 W/ ONE ABOVE MULTIPLE WINDOWS MULLED FOR DETERMINING MAX ALLOWABLE WIONE ABOVF. DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE ON PACE 5 OF 5 DESIGN PRESSURE SEE TABLES M 1) MAX OPENING - H OR H I +H2 ON PACE 5 OF 5 MULL LENGTH = W OR WI+W2 MJ) AU1X OPENING = H OR HI+H2 M2) MAX OPENING = W OR WI+W2 MULL LENGTH = W OR WI+W2+WJ MULL LENGTH = HI M4) MAX OPENING = W 1 +W2 OR W2+WJ MULL LENGTH = H1 APPROVEO AS COWLYWIN SOUTH ftoRIW ImOlK m Praoo aHrRao1v1s10H e1RL lHc coOE courLu K.EaflcACCE. TANCE1q.'1L .o. NOrES I. FOR ANCHORAGE TYPE. QUANTITY AND LOCATION REFER TO SHEETS 2. J AND 5 IND 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. of 5 uNirs Sk. J. MULLIONS ARE APPROVED FOR IMPACT & NON—IMPACTbeitLoRy REFERENCETESTREPORTFTl-2901. 290J AND ?975 RE 039712 Rl,,,IN— 1 STR UIES ww„ yc r. CW W. R,w,i,wc P.J. P. 1 ° 4128100 ARRANGEMENT DETAIL RAW 1 .. STD. WALL MULLION 1070 fECHIoLOcr OW P.a sox 1329 1 NOXOMIA a .N27. NOKWRs. FtJ4274 s.,+.,/" MULLS xw sw.. e NTS 1 N 5 a.y Hw R. 662D P.c I. 1. YuttA./ 1 1 • MULL - 4" j-2' OR • 1 tt SUOCEAEp a Yullw C11P CUT rLAM;Cs ar 0! uIN. i OPPO6/rT SIOCS so AS NO/ 10 wll CtW 10 /OAY A r, ;f iNiDP/TR[ 111TN M I+tS.,OUN 2 IiYP ulur an+rx) ALL FASTENERSIMUSTorA" CvUwly w/to.Ea SEE Norc /I P L.1 FOR 1' ArULI ' YI"AYI TYPICAL MULLION TO kILILLION INSTALLATION TYPE 'A, P.L 1 1, utM1 tlON r2' OR 41I 1 If'I LJ 12 F.IC SYSs, SIAC"AiD ON XIM : OPPos" Sf"S SOVCHAS NOr tO i- ...-_..... 1 parx'"t IN wo 1 TI'P '9 :.1 ® Su MOrr /1 etKR I (1 (lYP I Ili woo SCAW (IS9/I AM, IS PENLT1GllOv WTOi XIN. POOO RACr ALL FAMNERS mm K DLO( C"" I APPROKO, SCE NOR I TYPICAL MULLION TO STRUCTURE WITH WOOD RICK TYPE 'R' NQM I. FOR MULL SIZE AND OUANTITY OF ANCHORS REOUIREDSEESHEET5. FOR ANCHOR LOCATIONS SEE SHEET J. OLANTITY OF ANCHORS FOR ,MULL -TO -CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP -TO -OPENING. 1. REFERENCE TEST REPORT M-290Z 2903 AND 2975 IMPORUNT• OUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT OLANT17Y OF ANCHORS PLEASE REFER TO CHARTS ANO FBJD THE CORRECT MULL SIZE AND PRESSURE REO'0 FOR YOUR SPECIFIC APPLICATION. P.L.T. 1. uv uaN WOOD RUCK I I / I) l.M. S.Y.S. RtuoKD to sropposrccEREo ON caNcAnr 1 (50 AS T fTO ry rtapp 7 utN. !so As NVT To IYCx vauti THE Nth 1 EACN OrN(R) 4 (TTP ® SCE NOR /1 1_,)• _ _ YIN. 11' TAPCON (21fi/J I . 1 J . YW. Iy PEN[iR.nOrr .vra STIRKRAiC AFASTENERS YtrS' T BC M0C COIWTY PROVED. SEE NOR /1 TYPICAL MULLION TO SrWITH WOOD BUCK REMOVED MOM CONC, TYPF P.L. r. 1. MULLION Robert L C7 kpE• P.E. 039112wo IICR j-2' OR 41 Ili rN. SY.S. SrICLERED ON AUN OPP031R SAM f So AS Nor (0 PRERlrof MIN ACr1 OMER) 1 SEE Norr /t 1 (iTP I uW. A• rAPCON (244/) WC 11 PENCMAnON WIO CONCREAN Ot SrN{KMREALLfASlASRMRS YusrBE CAM COuNrV 14 uw. 1PPROwo. SET NOR /1 TYPICAL MULLION TO STR T R °Wiry WOOD MICK AND CANE TYPE 'tt- FuTr Ors. R q• D.I.: P.J. P. 1/?B/00 INDUSTRIES CLIP & INSTALLA 1 " STD. WALL N DETAIL LION 10, 10 rrCIa10(o" ORIVC P.O. BOX $529 1 lrWxw: sn••1: KOWS• a 24273 1"o s, FL .!q) MULLS NTS 1 2 w 5 APPRONEO AS COAWLTINC• `..' N I.1C SOUD1 !(OROA "Ow PT r Nraol 0I0" & euaouEc Hoof raEaurlcE a(KI ACCEPTANCEN000-091' .o 6620 IMPORTANT 1UANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE RE0'0 FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR Ix MULL MULL SIZE A' I x 2 x b 1 1 x 4 x B MIN. FROM ENDS (TYP) I 14 MAX. AAX I " MULL CLIP I" MULL CLIP TWO (2) ANCHOR LOCATIONS FOUR (4) ANCHOR LOCATIONS EXTRUSION Owc 1 1099 CXTRUSION OWG / 1099 8 4 MIN. FROM END (TYP) tf L.A.- J I" MULL CLIP W/TABS REMOVED TWO 2) ANCHOR LOCATIONS MR1/50N DWG / 1099 MIN. FROM END (TYP) A'—J 1_" MUI L CLIP WAABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / logo OPdOYEOAS COMQY till SW1NTl of JY(Yt'•(.QyE e7 1J JI1 (. `lN. s,RoQ6 fi0MpOldY1510N MIN OW. CAGE COMRIMKE OR rrcenurc— 00-0912 W. T M P.J.P. " 1128/00 a.K.,rK INDUSTRIES °1 ' MULLION CLIP ANCHOR LOCATION NOTE: R/ A C 1., STD. WALL MULLION 1. REFERENCE TEST REPORT FTL-2901.2903 ANO 1975 s•"•• •r S•«r shm: jit 39J/2- 1070 aClaro oa ORNF P.O. sor 1319NOKOWS, IL.1J427SAulcows. Ii 4774 MULLS NTS 3 a 5 6620 1X2) 2 An w z U z z x c 2 wJ JJ 125 1 OPENING WIDTH IN INCHES 1hors 50_T 60 _ 70 ! 80 90-1 100 110 220 1 130 160 42 129 1 115 107 104 103 1 103 1 103 103 1 103 103 48 50.625 83 _73 67 fi3 70_ 61 55 52 fit 61 1 61 61 1 61 61 50 49 4949 49 49 54 57 49 a4 I 41 39 38 38 38 38 38 41_ 1 31 1 29 27--] 27 26 25 25 25 2563135_1 30 24 23 22 21 20 i 20 20 66 30 26 23 1 21 19 18 18 17 1 17 17 72 76 23 20 17 j 16 1 2017 15 78 18 15- 84 1441 1 1 X4X.125 _ OPENING WIDTH IN INCHES 4 Anchors t 50 60 70 80 90 100 110 1 120 i 130 160 4 2; 170 1 170 170 1 170 170 170 i 170 170 170 170O w i 48 50.625 54 170 L170 170 170 170_ L 170 1 170 170_ 170 I 170 1 170 1 170 170 I 170 170 170 170 170 170 162 134 170 . f 170 158 1 157 1 127 : 124 170 170 170 157 122 157 122 157 12260 63 170_ 170 1 157 i 143_ 170 160 141 1 128 119 1 112 1 108 106 106 106 z z 66 72 170 145 f 127 115 106 1 100 1 96 93 92 92 142 120 I 105 95 87 61 1 77 74 72 71 76 120 102 90 81 74 69 1 65 63 61 59 J 7.8111 94 83 74 68 63 60 57 55 53I84- 90 88 75 65 ( 59 53 1 49 1 46 44 42 40 72 60 53 1 47 43 1 39 1 37 35 33 31 E 96 59 50 43 i 38 35 1 32 1 30 28 27 24 108 41 35 301 27 24 1 22 I 20 19 18 16 111 38 32 28 1 24 22 1 20 1 19 17 16 144 tl t - Vertical Mull Mull Length Opening Width Horizontal Mull Opeling F---' Width I l I_ Mull Length Multiple Mulled Units I Mull Length I t Opening Width I wwfi0p ASQC0o47y1Yk N 1 TMI UfI 0d[ 1 r PWO&CWROL d+nSaN pAOM CODE COMPLLANCE OFF arrcm rc un 00 -09, 1 NO TES I. MAXIMUM ALLOWABLE PRESSURE 1N PSF. P.J.P. 4/28/00 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE Z`f/"/ INDUSTRIES PRESSURE CHARTS rlSHEET 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1. RobertPE STD. WALL MULLION P.E.139712839712 Stntctural I01'o I[rtata.oGr ORAf Fea o n ,r4 P.4 Hox 1379 I+oNaas n »2n Mutts sce4: NTS 5 N 5 6620 34 2 1 x STD.' WALL MULLS MAT'L: 6063—T6 TYP) OPWKO tit COugr 4N t 0.1 4_0,7 A.. w . FRoqV4-TRm OImm IMWX CODE CMVUAKE 00 CCEPnucs nn 00 •0 9 8 t. ww" W. P.J.P. I o. 4/28/00FUTamobaw Alrk. INDUSTR1Es PROFILES u"` N TE: RDbertL I" STD. WALL MULLION 1. REFERENCE TEST REPORT FTL —2902, 2903 AND 2975 PX_ 839712 1070 Mcmv Locr 0&4 PA wr 1529 1"••••« se": s..: w,.; q „, SuuuuraJ MONO M n 3 4275 twakn n 3.27s MULLS NTS 4 N 5 6620 I A INSTALLATION MULLION ANCHOR ANCHOR MULLION ( TYP.) BRACKET ANCHOR pp BRACKET - CE JTFIAL FLORIDA B'0' MANUFACTURER NAME WINDOW FRAME JAMB TYP.) TER FU,E # 8 SELF TAPPING a ° SMS (TYP.) c SUBSTRATE MULLION DIE NO. 1445 SECTION A -A milm 0 v EXTERIOR ELEVATION DWG No: GEN-0452 sA P MULLION DIE NO. 1445 INSTALLATION ANCHOR TYP.) 1 SEE NOTES a a a o # 2 & #3 1- 7 /8" SECTION B- B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N0. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAStFINVERTICALMULLIONINSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445EA: ORN: JSAPRVD: - — — — G:3/171020/ . IFT: - - - - SCALE: HALF UATI: — — — — DWG NO:GEN-0452 0'fy WF H. LOGT CORP. 2SO WERNAVONAI PKwr, HEA7HROw, FLOMEIA 37746 PHONE 407-605-0565 FAX 407-605-0366 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WDW. HGT. V 53.000 61.000 74,000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.6251 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRANSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020039 12-Jan-2002 01-1201 A 1- GENERAL ALUMINUM CORPORATION FLANGE HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION DIE #1445 1 S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPUES ONLY TO MULUON 01445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 WS-03651 FAX 407 8054)366 CA020122 FEB.19, 2002 02-0217 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 kA III FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16,000 1609 1497 1497 1497 1497 1497 24,000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805MM CAOM123 FEB. 19, 2002 02-0217 DWG NO: MUL LP ANCH BRACK e`JDOW FRAME JAMB TYP.) STALLATION vCHOR YP. ) Q SELF TAPPING SMS (TYP.) mUL.LuON DIE NO. 1446 SECTION A — -A ill a " MULLION ANCHOR BRACKET c v a a 0 SUBSTRATE V JLLION D;E N0. 14`5 I INSTALLATION ANCHOR TYP.) SEE NOTES a o # 2 & #3 v F- 1-7/8" SECTION B—B MANUFACTURER NAME.- EXTERIOR ELEVATION '-,vE , 1H/A)26d NOTES: ASTER FILE # 5 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP.' SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16 CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR, OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MiN, TITLE: FIN VERTICAL MULLION INSTALLATION DE TA. EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MiN. EMBEDMENT IN'70 WOOD " "` — — — — ORN' JS APRvo: —— —— FRAMING. WT/FT: ---- SCALE: MATL: DWC NO: HALF ---- c'1 PREPARED By PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PNWV, MEATMROw. FLORIDA 327+a PHONE 407-W5-0765 FAX 4:-6r,5-X GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53,125 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 31 27 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 4A. l q. FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48,000 73.000 16.000 3026 3026 3026 3026 3026 24.000 1009 897 897 897 897 30.000 587 478 459 459 459 36.000 384 299 266 266 266 48.000 188 140 112 105 105 60.0001 93 67 51 45 43 72.000 52 37 28 23 21 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020036 JAN. 11, 02 01-1201 Ni; IiO: 0-0 MULLION ANCHOR BRACKET MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) SEE NOTES v a a #2 & #3 a a c 0 SUBSTRATE a SECTION B- B ITRAI F-10RIDA B. O.A.F. MANUFACTURYER NAME EXTERIOR ELEVATION ENOTES: MASTER F------- 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBEE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP.' SIDE. CARROLLTON. TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. nTLE: FIN VERTICAL MULLION INSTALLATION DETA_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 OATS: r AREA: ORN: JS APRw: — — — — 3 /1 7 /` _ 4 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD ----- , FRAMING. WT/FT: — — — — SCALE: HALF MAIL: --_— DWG NO:GEN—'-_-0 T= PREPAPEO 8T. PRODUCT TECHHUYOOT CORP, 250 HrRNahpvµPKwT. H£ATHROw, FLOR10A 3274E vh0NE 407-005-0365 407-!:5 "•'. tv"uL AN C-H( WINDOW FRA,k,AE JAMB T YPI STALLATION 4CHOR YP. ) rS SELF TAPPING SMS (TYP,) MULL! U01 DIE NO, 1448 SECTION A -A GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1"8 CPA FIN VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 18.000 24.000 30.000 36.000 48.000 53.125 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020037 JAN.11, 02 01-1201 1, _7A--t7 z GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Q &?/ FIN VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 378 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020038 JAN, 11, 02 01-1201 GPI BOWEN ENGINEERING' CORPORATION EBW268 1428 VA®SAR STREET , OFL ANDO, FL 02W I c' Lf s c)c ice_ BEC JOB No, Joe NAME SHEET NO, OF CALCULATED BY .,r.,r OATE DRAWN BY DAM M r`1 SILL s y • B Cp1 6 iE o E ie 5 I c,xsT'ac dalaa 'FLa.BWG.co z C.e,r E91'r'7oN K A• d i v- s-T is S P fL.R, So-m, cooe LATI&T) CU IT1olJ A'NE,. Apar_oas , zar, r , 4" low% x 1 hhe , a ol s-•sl dl --fsa ?¢v. joe--4;o•a 11 m • G - MAX W/ c3.) b/lb" 0 T,.p cop s I v., mi-. ,-._beA ) m4 F--e-+a s.,ca.. i , 9 Q - o a; P E s ,o r r. 0-41-• er R. bloela co eg M0014 4 e. , 4 pE 5 CAs rH cz.ao) Add ^.j o ti¢ MoQFA R M;, IS A IA .S.I• co -, per) As P Ee vG J2Ee REt'p "Lc CPA, 4o—S G 10-4's --bloc 2^Ph 43C 0w Sy: SA . 6'. ToIIc 31 ti JUL-26-2002 02:52 AM mm eer lay i/it iVAR 1teN) ZieeN Val '- Mr.rl. l0. T «'411(7A LL7e A fM Rl • 1 $ 17 Thulmew Am a. Z=?'rz f 4Z+MI:•QNfIN .• W. HUMUCANE ENGINEERING & TESTING INC AAvwr f' mlwogld pFad d 11"ant re Dal y 9'1nd L,uoalAnallg& U1 orm b'tatic4* PrassursTest' JWy 12t6, 2001 REPORT NUI ER: URTI-K-1042 NIMUFACTURBR: Molia, Im. 9300 Flair Drh% 9titite 107, i51: fta, CA 91731 l hNI' LMATION'. Hurticano Engineering & 7'atial Ina. 8392 NW 64 Suw M. andt,FL33166 NOTMCATION NO: IMrlQ1028(I+QV414 r. COUNTY, r,LORIDA) SBCC-,I U MG No.: TL - 9WA I .AH c KR17klc'A19C1>\ NTJM}thK; 01-0617,01 PRODUCT; Hulluw Ciljw Hpnk Wall Whidou PRODUCT DFSCPJMON; Hollow Glow Bloeb Norainal Dia eneiow: 7 34" x 7 3/4" x 4" PRODUCT SIZE: 72" wide x 72" hish DRAWING MISER; W-18. Al-Fetom CwporWft. Dated 4-1247 NOTE; iMW rlarNrtl Jruwlnx isup) lnliWrul pm,l gr(hlr rpurt. DE61ON LOADS W. +85 and 4K TEST WMISAF. D BY: (Bill or pedal) 3yed Wakm Ali, PLD. WTO hi. Edo Phil* W,71) Mr. Leawtlo D. SwWj E.1. (MTI) WP ISSINO RNGINEEA: Hector :td Medico, P.B. (MT4 U32 NW 40 Ihm. 4*ri- )A da, 2310d. ft" 005) 40160110. faa WGI W-10=3 r+ir Mwhxnnnow"Woem 7 _,-• -• .r. 1 - IMI:r, I If, -r- w... awl wn.. w raw n ,VY.AN, ns fin• rtw..w T•: y FMn Aeur .1. er • Trry /Pat i • 4 +• i M i TwwMr, M• 0:00 M '• CORdp'ls"Jon DAWItd PRODUCT: Fond Hellow OLw BIN& Wall/Window DrACRI TION OF UVrr t )verall !1}H! 72" vide s 72" hash ale. t li:e eivy: None. ii and MATEMAL CIIARAC'T$RidTICs Gbudm Alasariall 7 iM" x 7 I1I" x ,•' Mellow Glees Sloob abuse Method: 71aeae14D Mars Block 1:.lmisr Wummillas ASIHt 387 for Type 9 mnrtar MYH*A opmaim; 72" wide a 721, lva, i:fal a1Ur L WAS$ BLOCK sons. uow. eAid ivua0amt: 71M horitoetal jainu ware rsudors+ed with a I-S-V' wide 5ori:outal ladder type (e^ n C. wire steps) steel support o iS 1" dia. wire} i0ala11L: 100% *woo= "Okra wM applied gum the outer pub"aftbetaassmoodbeakandfilersbloeka. saeswT' — t Bloaln were butalled is a 4x10 rondnal SYa'12 wood ftsm. INeT,ALLATION md gf PBRLME78R A 1•3/41* x 24" s 0.0l7'• tMA watt Us was bonded to dw v*saw slaw bloolm end mahmed to the rnbo a um with ( 010 a 1 1*" wood aarowr yr ti wasims. nepar No. METWi-1042. /p a of J. ce. JUL-26-2002 02:52 AM P . G_t 4 u%=t A, 0A n 11 tfr emp OW Test Remits L'nAm SradeA&A ;Ao. Two prwure p ldldpoint DeSeatlon inohn Ted Dalleotioa iaolwr Kae DaoAeaticfa ifac)s SM iaaifa) Ary Donah PtrWM Load alttat 64 0.01 1 FRI 1 (1.07 1 ImMI I 1011 I Z0 Ili M Il 4 0.112 1.12 L 11.1111 Im mooe Vast Load 126 Ili9 0,93 1 0.M 11.06 1 N4 1 30 N 44 0.011 0,00 ON 0.01i 100 10Mtom0.23 0,02 O.ZI 0,00 100 30 130 0.37 0A1 AiS 0.41 97 1 JO unUDnw &CM0 c OF WO P070"raa M accordance wan e*WM K109-FO. conclusion 1*06 SWAN wu tented is aaoordaaa wiW Protocol PA-94.202 of )& i•Dade Coney, RlmW wWwul MY deviadnt4 fad UM AD PatixfaXWIC lttr WftMenW orAIITM 933040. It also am& do eachtm uito> anauuof SmAh t,o BkWdir4 Codo aoWm 1701.4. 'lbw wmplo was istect at 9m o0110111aidn of Nl1' W, %he NA7W rMATwfln nhtafnedUNNS the deatgngfid aTr,narhoda which tndftatat eofgpitaffce with ft parforsrfanoe regdffwrfenk elf thervf bfFoadtpwjfwajwm. Thu report dos• no coli,Ttme cerrsleerfon ef'tht:pecfrm"S anted. SYad W&WAli, Ph. D, P. R. P» aidont XmIdmammm H* CtDf U Mauna. Raw No. MaTim-4041 tips 3 0 i. SHIM AS REO'D SEE NOTES) ANCHORONEBYWOODINSTALLATIONDIA. TAPCON BUCK BY OTHERS SHOWHOWSHOW CAULK BETWEEN WINDOW CAULK BETWEEN FLANGE & WOOD BUCK WOOD BUCK k MASONRY OPENING CONCRETE OR BY OTHERS MASONRY OPENING BY OTHERS dEXTERIOR 1 1/4' MIN. FINISH Q • EMBEDMENT BY OTHERS PERIMETER CAULK 1/4' SHIMBYOTHERSSPACEMAX. FLANGE TYPE —/ WINDOW FRAME HEADER EXTERI WINDOW HEIGHT FLANGE TYPE WINDOW FRAME SILL PERIMETER CAULKBYOTHERS BUCK HEIGHT SILL STOOL BY OTHERS BUCK WIDTH 1/4- SHIM FLANGE TYPE SPACE MAX. WINDOW FRAME JAMB ONE BY WOOD BUCK BY OTHERS 1 1/4' MIN. t—EMBEDMENT SHIM AS REO'D SEE NOTES) G I CONCRETE OR MASONRY OPENING BY OTHERS Q INSTALLATION ANCHOR 3/16- DIA TAPCON SHOWN PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK & WINDOW WIDTH MAS Y OPENING BY OTHERS EXTERI4B CAULK BETWEEN EXTERIORWINDOWFLANFINISH SECTION 2 WOOD BUCK BY OTHERS WINDOW WTH. A B C p E K 2 WINDOW HGT. F G H I CAULK BETWEEN WINDOW FLANGE I: PRECAST SILL WITH VULKEM PRECASR SILL116 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION i GENERAL NOTES: 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4% 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE GUI( OR APPROVED EQUAL. 4) APPLICATION OF VULXIM 115 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER' S RECOMMENDATIONS. 5) USE LATEX CAUL( FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUALIFIED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APWJES TO THE 1540 INSULATING GLASS SINGLE HUNG SERIES. , 1 1 ELEVATION VIEWED FROM EXTERIOR QUi iRALL'd L r nFrp nFR:iil,N` bUNUF el`{ s COMPARATIVE ANALYSIS do TAPCON ANCHOR LOCATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS WIDTH/HEIGHT EXTERIOR INTERIOR MEAD JAMBS SIZE 1219 1/e x 26 99 99 13 19 1/e X 38 3/3 78 78 9 F.G 14 19 t/e X 50 SA 59 59 B F.G 14+4 19 1/e X 54 3/8 54 54 B F,G 14+5 19 1/e X 55 We 52 52 B F.G 15 19 t/e X 63 45 45 B F.G 16 1 19 t X 72 40 40 a F.G I H2 IH3 26 1/ 2 % 28 1/ 2 x 38 3/e 51 51 B B F. G 11,14 26 1/2 X 50 5/0 44 44 B F,G I H4+ 4 26 1/2 X 54 3/9 42 42 B F,G 1H4+5 26 1/2 X 55 6/e 41 41 B F,G F.G IH5 261/2 X 53 40 40 B ING 26 1 X 72 40 40 F G 01L2 3 301/2 x 26 56 8 F.G F.G 3OX3 301/2 X 38 3/3 44 44 B F,G 300 301/2 X 50 6/9 40 40 40 B B F. G 3OX4+4301/2 X 54 5/5 40 40 B F,G 30X4+5301/2 X 55 3/8 40 40 B F.G 30X5 3OX630 1/ 2 % 53 40 40 a FGHI 22 37 x 26 51 51 e F,G 23 37 X 38 3/9 40 40 8 F.G 24 37 X 50 3/e 40 40 B F.G 24+4 37 X 54 We 40 40 8 F.G 24+5 37 X 55 S/e 40 40 B F,G 25 37 X 53 40 40 B F.G,H,I 25 37 X 72 40 a F H I 4a26 48 x 26 46 8 F,G F.G 4&M485048 X 38 3/8 48 X 50 S/e 40 40 40 40 B B F. G 484+4 48 X 54 SA 40 40 8 F.G.H.1 484+5 48 X 55 we 40 40 B F,G,H,I 4a53 48 X 63 40 40 B F,G,H,I 32 SJ 1/e X 21 45 45 B F,G 33 53 t/e X 3e 3/0 40 40 B F,G 34 53 1/e X 50 6/e 40 40 B F,G,H,1 34+4 53 1/e % 54 5/9 40 40 B F.G,H.I 34+5 53 1/8 X 55 3/8 40 40 B F.G.H, 35 53 1/e X 63 40 40 B F,G.H,1 36 53 t X 72 40 40 B F G H 1 N m- 1) WHEREWATERRESISTANCE TEST REQUIREMENT OF 15x OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/18- DIA. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 4) INSTALL / B SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPLIED INSTALLATION HOLES. 5) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED IMTH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. PREPNRU tn: 1'RUTA I l ICylnulwr ,.vnr,. — —cnnn,— r—. -- — -- SHEATHING BY OTHER! CAULK e: EXTERIOR F BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE FRAME HE GLAZING (T.. ., Lx 1LHIUH SEE NOTES FIN TYPE -" FRAME SILL PERIMETER CAULK BY OTHERS 2 INSTALLATION J ANCHOR 51-REW (TYP.) ExTER!OR FINISH - BY C"HERS CAULK BEHIND FIN - SHEATHING BY OTHERS J UJWN THERS NSTALLAT;ON HOR SCREW (TYP ) SHIM AS REO'D SEE NOTES t/4" MAX. SHIM SPACE NDOW HEIGHT W11 HE I I/4- MAX SHIM SPACE SHIM AS REO'D SEE NOTES 1" MIN. "- 2 X FRAMING EMBEDMENT BY CTHEP.S SECTON 1 NOT_ 1) CESIGN PRESSURE CA -AC TY OF WINDOW & INSTALLATION 15 40.0 PSF. 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS, USING OC99 IN. CIA NAILS. PLACE 099 NAILS 6' FROM CORNERS MAX & 8" O C MAX BETWEEN 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING NA SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1 IN. EMBEDMENT INTO SUBSTRATE. PLACE SCREWS 6_ MAX. FROM CORNERS & 24" CC MAX. BETWEEN. 4) SHIM AS REO'D, AD.ACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4 . 5) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. B) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CEN'TRAI.- FLORIDA R.O.A,F. MANUFACTURER NAME: MASTER FILE # R ELEVA T !ON VIEWED FROM EXTERIOR SHIM AS REO'D FIN TYPE FRAME JAMS GLAZ;NG (TYP.) J SEE NOTES mr HE 1/4" MAX r SHIM SPACE TWO BY FRAMING 8r OTHERS 1' MIN EMBEDMENT SHEA TING BY OTHERS CAULK BEHIND FIN EXTERIOR FINISH BY OTHERS FXT RIOR N$ INSTALLATION ANCHOR SCREW (TYP.) WINDOW WIDTH PERIMETER CAULK BY OTHERS SECTION 2 ELEVATION VIE'+VED FROM EXTERIOR SHEATHING 3Y OTHERS OR By OTHERS PERIMETER CAULK 9Y OTHERS SHIM AS RE'O'D SEE NOTES) CAULK BETWEEN DOOR FLANGE L SHEATHING Cto !DA , uDERS _ 67 SLIDING GLASS DOOR FRAME SILL INSTALLATION ANCHOR 8 SCREW TWO BY WOOD BY OTHERS F2/4' MAX. 4-T-SHIM SPACE 1-1/8' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT EMBEDMENT 4 A 1-1/4' MIN A I L13ERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BCD INSTAL LATiQN 4NC CR OF CCNC.'.E"E 3/IS' D1A. TAPCON SECTION A -A , DOOR V!DTH SLIDING GLASS DOOR FRAME JAMS TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS A EXTERIOR EL= ATION 2 PANEL DOOR S-10vN FE( 2002 SECTION B-B A ----1 14' MAX. SHIM SPACE TWO By vpQD 1 1-1/8 MIN — BY OTHERS SLIDING GLASS 1 SHIM AS R£0'D. HOOK STRIP SEE NOTES) INSTALLATION ANCHOR a8 SCREW CAULK BETWEEN DOOR, FLANGE L SHEATHING SHEATHING BY OTHERS TEMPERED C STUCCO ITYP.) C R STD!NG 3Y OTHERS SLIDING GL.-__ TERLCCK INSTALLATION ANLHUK WOOD RS ULK 3ETVEEN IOK STRIP L lEATM&NG HnOK STRIP DE -FAIL 1-1/3' MIN. EMBEDMENT U OCKYi MATERIAL; ALUMINUM ALLOY 606J. 23 89 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHI£ VE MIN. %MBC DMENTOFt-Ii3' INTO WOOD. TAPCON TYPE INSTALLATION ANCMORS AT SILL MUST Be OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF :-1/4' INTO MASONRY OR CONCRETE. O) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L _'AMBS 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND ExTERIOR OF DOOR 1 5) IF ExAci DOOR SIZE 'S NOT LISTED IN ANCHOR CHARi, USE ANCHOR OUANTIT! >TED WITH NEXT LARGER :i:E. FOR THE APPROPRIATE DESIGN PPESSuR£ REO'D. 7) FOR POCK£" COOK SIZE: USE CLOSEST 3YPASS DOOR SIZE L CONF:_JRAIICN TO FINISHED '?ENiNG PLACE MICA SS MAY ANCHORS. 1N EONS CF NOOK STRIP E1 SHOWN B) GLASS HICKNESS MAT VARY PER REOuIRENENTS 0: ASTM C1300 GLASS CHARTS S) DOOR UNIT IS APPROVED USING TEMPEP£D GLASS IN >INGLC GLA?£O _R :NSULAT;NG GLASS 10) JAMB 1 S:LL CORNERS ARE TO BC SEALED WITH A •MALL JOINT '-AM SEALED 11) SHIM AS P£0'D. AT EA. SET OF INSTALLATION ANCHORS, MAX ALLCW-BL£ SNiM SACK TO 5E ;iN• 12) ALL 'NSLLLATION ANCHCPS MUST BE MADE OF CORRCSTON RESISTANT MATERIALS 13) WHERE "' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED %ANEL APPROVEDCONFIGURATIONSAREASLISTEDONANCHORCHARTOF; BACK OF THIS SHEEI, 1.) NOT ALL CONFIGURATIONS LISTED ABOvE ARE AG'VH ON THIS ORAc;NG. HOWEVER INSTALLATION SECTIONS 'A -A'. 'B-3' L HOOK STRIP :)ETAIL APPL• TO INSTALLATiCN OF ALL APPROVED CONFIGURATIONS. 15) FLORIDA EXTRUDERS 1000 SERIES SLID:w.. GLASS DOCR 1S SMOVN TH:S PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. EVE DESCRIPTION DATE INI F L a P I / IN.' EX7. INC. SaIvFL;rD F 1 f-1 TITLE: SLIDING &, L,OR IN;T4LL"TI0N ),A/I T H S SC E\,, ,7 DRAWN BY: 33 1 APFFOVED 3Y: ATE: 1-2/17/0I 'SCALE: NTH 1DWC; R'L=X9327 .nT I _F 8 SCREW INSTALLATION ANCHOR CHART NL:MINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. NOOK STRIP DOOR SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, Ox, xG 48 X 80 6 6 6 8 8 8 4 4 4 5068 XX, Dx, XO 60 X 80 6 6 6 8 8 8 4 4 4 46068Xx, OX. XC 72 x 80 8 8 8 8 8 9 4 4 a068 XX, OX, X0 96 X 80 10 10 10 8 8 8 4 4 4 10068 xx, Ox, x0 20 X 80 12'12 8 8 8 4 4 5 4 57080xx, Ox. XO 60 X 96 6 6 6 0 10 0 5 56080xx, Ox, XO 72 x 96 8 8 8 10 10 10 5 5 9080 xx, OX, XO 96 X 96 10 10 10 10 10 10 5 5 5 10080 X X x XL 120 x 96 ' 10 10 10 5 5 5 50100 xx, Ox. x0 60 x 120 6 6 6 12 12 12 6 6 6 60100 xx, Ox, XO 72 x 120 8 8 I 8 12 12 12 6 6 7 80100 xx Ox. XQ 96 x 120 10 in 10 2 12 12 6 1 7 1 8 9068 OXO 109 i/8 X ?0 12 12 12 8 8 8 4 4 4 12068 OXO 145 !/8 X EO 14 14 14 8 8 8 4 4 I 4 15C68 OXG 181 1/8 x 80 16 16 16 8 8 8 4 4 4 59080Ox01091/8 x 96 12 12 12 0 10 ` 10 5 5 12060 OXO 145 1/8 X 96 14 14 14 10 10 I 10 I 5 5 5 15080 OXO 181 1/8 X es 16 6` 0 10 10 5 5 5 90100 OXO 109 1/8 X :20 12 2 12 12 12 12 5 7 a 120l00 OxO 145 !/8 z 120 4 4 4 12 12 12 5 7 8 9068 xxx 106 5/8 X 80 12 12 12 8 a a j 4 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 I 4 4 4 15069 XxX 178 5/8 x 80 16 16 16 8 8 8 4 4 4 9080 xxx 106 5/8 X 96 2 12 12 10 10 10 5 5 5 12080 XXX 142 5/ 8 x 95 I 14 14 14 0 10 10 5 5 I 5 15080 xxx 178 5/8 X SS 1 16 6 16 10 10 10 5 5 5 90100 xxx 106 5/8 x 120 12 12 12 I 12 12 f 6 7 I 8 120100 xxx 142 5/8 X !20 14 a 2 1= 5 7 8 i0c62 OXXO 119 5/8 x a0 12 12 2 6 8 1 4 4 4 12068 CXXC 143 5/8 x o0 14 14 14 a 3 3 4 4I 4 16062 OXXO 191 5/8 X a0 18 8 8 E 8 8 4 4 4 1 uxx 19 -/8 X 70 12 12 j 12 i U i12060GXXO11435/8 x 56 14 14 I 14 10 10 5 5 5 16060 CxxO 191 5/8 X S961 9 18 10 10 I 5 5 I 5 100100 LXXQ 119 5/8 x !20 j 12 I 12 12 12 6 7 8 120100 GxXC, 143 5/8 X i20 14 14 14I 12 12 0 7 a 160:0 0xXG 9i 5/8 x 1,20 i8 18 19 12 it 6 8 1, XXXx i1 i i/4 x :1 1[ 1? 2 a d a 4 4 I 12068 XXXX 14' 1/4 X 20 14I 14 14 c 8I 3 4 4 a ' 16068 xxxx aS 1/4 X c0 16 16 16 8 a 8 a a 4 1 10080 xxxx 11 4 X4x96I1212i12u1010j 120a0 XXXX 141 1/4 X SS 14 14 14 0 10 0 5 5 5 15020 xxx-X jO9 !/4 x - I IS I15 i6 1? 10 10 5 5 5 1 1001190 XXXX 117 !/a X .c 12 2 12 1 c ! 5 is p01C0 XXXX 141 1/4 X 1 14 i14 14 12 i2 5 I 7 9 J XXXX 39 1/a X . 15 6 19 12 1 7 FLORIDA- N;'.IN;``S S IF TITLE 3 C.= P NC Tr- {/ 6 T « C ?Y WCC' ?tiC< !3_ A': A1_.:^ -. CONCRETE OR pr• MASONRY OPENING SL ES) y Y - iN-E'-S CAULK BETWEEN DEEP FL ANGE S V,O,SUCK CAULK BETWEEN PERIMETER WOOD BUCK d CAULY• BY MAS'Y. OPENING OTHERS , BY OTHERS STUCCO BY QTHE] o _ IV I INSTALLATION ANCHOR H8 SCREW (TYP. WHERE — TAPCONS ARE NOT REO'D.) SLIDING GLASS DOOR FRAME 7t SILLI d d n v D LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED OF CONCRETE SECTION A c INSTALLATION ANC:-ICR 3/ 16' DIA. TAPCON INSTALLATION ANCHOR RB SCREW (TYF. WHERE ONE BY WOOD TAPCCNS ARE NOT RED'D.) PUCK BY OTHERS 1 1/4' MiN. EMBEDMENT r 1/4' MAX. D I I SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS ( TYP.) DOOR HEIGHT D d EMBEDMENT 1- 1/4' MIN. INSTALLATION ANCHOR 3/ 16' DIA. TAPCON SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS S. G.D. WIDTH I/ 4' MAX. SHIM SPAC; 1 1/4' MIN. EMBEDMENT ONE BY WOOD I BUCK BY OTHERS CAULK BETWEEN Q WOOD BUCK L MAS' Y. OPENING BY OTHERS SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR 3/ 16' DIA. TAPCON Q CAULK BETWEEN DOOR FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR CAULK BETWEEN 3/ 16' Dla. TAPCON WOOD BUCK d MAS' Y. OPENING BY OTHERS Q CAULK BETWEEN SLIDINGGLASSDOOR HOD( STRIP d HOOKSTRIP — WOOD BUCK Q1- 1/4' MIN. EMBEDMENT Q I Q' ONE BY WOOD BUCK BY OTHERS STUCCO BY OTHERS P4AUIMA B.O.A.F.TEMPERED GLASS —, TYP.) S E C T 1 D N B XANUFAcrMER ' SLIDING GLASS DOOR INTERLOCK MASTER FILE# HOOK STRIP DETAIL A 1) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) T^PCON TYPE INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBCDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3) ALTERNATE TAPCOM INSTALLATION ANCHORS FRONT TO HACK IN ALL FRAME i-.EmgERY 4) IAPCCN ANCHOR CHART ON HACK OF THIS SHECT. 51 USE SILICONI ZED ACRYLIC CAULK BEHIND DOOR FLAMGC AT HEAD L JAMBS. 6) USE SIL ICONiZED ACRYLIC CAULK FOR PERIMCTER SEAL AROUND EXTERIOR OF DOOR. 1) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED VITM NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN / RED'D. H> FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOODD13 SRSIZE LCONFIGURATION10FINISHEDOPENING. PLACE TAPcoNs. IN FRONT OF HOOK STRIP AS SHOvH 91 GLASS THICKNESS S MAY WARY PER REQUIREMENTS OF ASTn f1300 CLASS CHARTS. 10) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH .o SCREV_ 3 3 OF SUFFICIENT LENGTH TO PROVIDE MIN 4/8' EMBEDMENT INTO WOOD BUCK. 11) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 12) JAMB / SILL CORNERS ARE 10 BE SEALED WITH A SMALL JOINT SEAM SEALER. 13) SHIM AS REO'D. AT EA SET OF INSTALLATION ANCHORS. MAX ALLCWABLE SHIM V ACK TO BE 1/4', 141 ALL AS ANCHORS MUST BE MADE OF CORROSION RES:STANT MATERIALS 15) VHERC - X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED A CONFIGURATIONS APE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHC'LT, 16) NOT ALL CCnFIGuR^TIGMS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOWEVER INSTALLATION EXTERIOR ELEVATION SECTIONS 'A -A•, 'B-B' L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROvED 2 PANEL DOOR SHOVN C13W IGURAT IONS. 17) INSTALL ONE 7APCON IN EACH PAIR OF FACTORY APPLIED INSTALLATION MOLES UNLESS NOTED OTHERWISE ON ANCnOR CHART. SEE BACK OF THIS SHEET, 19) FLORIDA EXTRUDERS IDDO SERIES SLIDING GLASS DOOR IS SHCVN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. REVj DESCRIPTION I DATE IINI a r, T EXTRUDERS FL \ 1ATNT. INC. SANE GRD rL TITLE: SLIDING GLASS DOOR I I NSTALLATIi \ 1 I T .L-i T =;PEONS 1 I I DRAWN BY: APPROVED BY: IAPCON ANCHOR CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO a6 PSF TO Si PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF I 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 xx, OX, x0 48 X 80 3 3 3 4 4 4 3 3 3 4 4 4 5068 XX, OX, XO 60 X 80 3 3 3 a 4 4 3 4 56068XX, Ox, XO 72 X 80 4 4 4 4 a 4 3 4 5 8068 xx, Ox, XO 96 X 80 5 5 5 a a a 3 4 5 10062 xx, Ox. X 120 X 80 6 6 7( ) 4 5 4 5 a 5 4 5 65080XX, Ox. XO 60 X 96 3 3 3 5 5 5 4 5 6 6080 xx, Ox. x0 72 X 96 4 4 4 5 5 5 4 6 68080Xx, Ox, XO 96 x 96 5 5 5 4 6 610080xXOx, x0 120 x 96 6 A 7 m) 5 5 5 5 6 7 50100 XX' OX, X0 60 X 120 3 3 3 6 6 6 6 I 7 8 60100 XX, OX, x0 72 X 120 96 x 120 4 5 4 5 4 F 6 6 I 6 6 6 7 (D1> 6 8 80100 Xx. x x0 9068 OXO 109 1/8 X 80 5 6 4 a 3 S 12068 OXO 145 1/8 X 80 7 157 9 (D2) 4 4 144 3 4 5 515068OXO1811/8 X 80 8 0 (D) 1 ( 3) 4 4 4 3 4 6 69080OX01091/8 x 96 5 6 5 5 5 4 612080OxD1451/8 X 96 77,5vf8 (D1 9'S2): L i': 5 4 6 15080 OXO 181 1/8 X 96 8 i 5 5 5 4 6 6 8 6 1090100OXO1091/fl x 120 5 5 6-.. S:;!' 4 D1) 120100 Ox0 lay 1/8 X t20 7 6 6 7 (DI) 6 8 10 9068 XXX so 7 7' 82068XXX1425/8 X 80 DI) S _ 4 I I a 5 15068 XXX 178 5/A X 80 8 TIP) 1 3 I I2080XXXlag5/8 X 96 7 8 (DI) 9 (D2) I 6 615080xxx1785/8 X 96 8 11 ( 3) 3 5 5 5 4 6 8 1090100xxx1065/8 X 120 5 6 6 6I 717 6 I 8 I 10 120100 xxx 142 5/8 X 120 7 n> I cT)- 6 6 3 4 510068OXXO1195/8 X 80 6 6 7 (DI) 4 e 4 I 12068 OXXO 143 5/8 X 80 7 7 18 (DI) 4 4 4 3 a14 5 5 16068 OXXO 191 5/8 x 80 9 10 (D 1) 12 cD3) 4 4 4 3 I l e UXxu 115 D/b x '76 b 6 7 (D1) i 3 b 6 b 612080OXXO11435/8 X 96 7 8 (DI) 9 (D2) 55 I 5 15 4 6 616080OxxO1915/8 X 96 9 12 (n) c (Qc,) I 5 5 5 4 5 0 100i00 OXXO 119 5/8 X 120 6 1I6 I) 6 f 7 cut) 6 I 8 10 120100 OXXO 143 5/8 x 120I 7 1 9 CD2) 71003) I 6 6 7 (D1) I 6 8 1C 160100 Oxxp 191 5/8 x 120 10 (DI) 13 (Q4) D7) 6 I 6 i (DI) 6 I 1006S xxxx it/ 1/4 x 6 6 a a 4 3 4 4 5 12068 XXXX 1141 1/4 X 80 17 17 18 (DI) 4 4 14 3 I 4 5 16068 xxxx 189 1/4 X 80 9 (D1) 10 (D2) D4) 4 a a 10080 XXXX I 11 1/4 x b 6 7 (Di) f I a I ° i 6 12080 xxxx 1/4 x 96 17 18 (DI) 19 (D2) I 5 5 c i I i16080xxxx1141Ii891/4 x 56 T9 (DD 1a (ns) f3 cD5) 5 5 151 1 I 6 E I 0 100100 xxxx i i17 i/a X 12D 6 7 01) 6 0I 7 (Li) I 6 012G'.00 xxxx i1 /4 X 120 7 c (D1) D3) o Di) c^ 60100 XXXX 1BS i/e x 120 i0 (Qr) I (Q7) 6 o Ei) t 1 Fc 24 ANCHOP NOTES 1) IN SOME CASES TAPCONS ARE P.EO-D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'D1' THPU 'D7' DESIGNATES IN WHICH SIZE & CONFIGUP.EATIONS TWO TAPCONS ARE PEO' D. 2) 'Di' MEANS. INSTALL TWO TAPCONS IN ONE SET -OF INSTALLATION HOLES. 3) 'D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) 'D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) 'D4' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) 'D5' MEANS, INSTALL TWO TAPCONS IN FIVE SETS OF INSTALLATION HOLES. 7) 'D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) 'D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD & SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD & SILL. B: SECONDLY, AT EACH END OF HEAD SILL NEAP. JAMB CORNER., IF NEEDED. 4 LOCATIONS IN HEAD & SILL OTHER THAN AS LISTED IN A & B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN JAMBS. 3: SECONDLY, AT EACH END OF JAMBS NEAR HEAD & SILL CORNERS. C LOCATIONS IN JAMBS OTHER. THAN AS LIS'•ED IN A & P. n LxTRuDERS i L I ! n INT. iNC. SANE RD. FL T17LC SLIDING `_^c- }^ 't TA, CCN f_=SS C= RT L P? go fl W. C AI A lf llnifi Mo LAMCNI( AOIEEA[ MIDI CEMIPI) L,L---KII'TK)N 1 B2 it/00 - YWM 0, (T) WAS (2) FOR TRACK BOET tOMOMTAL Imm sax" 1 M DOW IMSyLq (To SM?) I ttf0f ( t101 f VIEW V U G QKw STEEL IUD §Wr M. UCLA F V.,_ TO WOOD AM Will1) !/IE11-S/E• om LID SCEEMS, S M 4 c McLimmammy LOW UCRODOUBLtrn AIwLANU AS AN LLcwLTrr MINIM* r RXY, snit lND L t. w T11MCE TICNN[S3: DIe• LIMom sow ETIP. POOR Laeoc TRACK ••rwwcu"Y. E[3 to1sA TtutE r UUR TOP ERMCRL7 istgEOM1AtSKR ? METAL SQ11O 1 OPMOMM.' WTS A OPTIONAL OUTSIDE WILD LOCT i- WE. TOOT STEIN . ,Y_D• 1 0 w 1 A a am mm TR G ALL/0tfewN l 1 rmw Flom tMM U.Y. 1 •7 TAG fGFMSOI f i I' aa 1wL - AULX •C e/ oRs w lD Y-C rIOt1 eDnaT a [i) x TcrsO cants or wUSOc surACE (E,m lE ars to 1T 7+DE .rLYl1 Ma sTor raAD.c n 000T .Is7Auu RD SUm DOMOVERr-0• P CDNss'T D IS) ![C1E16 SIWACL LIOLIEOPIII AWLS SO NOT TIwNU LIMO iD OA DAL CALM. STEEL DO SIRE y Sd 1Dlow PMME J11R1 WE COUNTERSUNK S%ft I Y Tom[ I WC 7D G DMLY. STEEL MIEIL S7SE MOLDED A6M0[ S[LDOD R- Ii G CAIY. S7fII iELCI vrAmrA• - LATERCTAW* DRPOARS tA57DO 70 ROOD AMU 21GIIM1STQLIs!/Y AN LULIO SCR[w WIN ONE S/M/•rl-S//" Lc SCREW LotcOARDwllNFMIIEL (10 SCREWS PER Ulf) S E H LIEE1 AMOc16 W 7t CDTPS (C-10 PER TIMOR wACNR. WIIgIwIMD, EMt[D-OI POQ lQ,f) A N• C IRIS P! MM comer DA AIOAMRED-OM IRY 7[ tD Cal LAPIN /0 EMfI S1M LLTM EMU145 t/••M_ SME2M SC4E ,7-t%E• LDTDIS fi.m0 7/II• LOL DLW PVS e SIDES W STEEL SI[/L 12 G TJIW. SRfl TOP am YEmv.4L Inc.. A . M7)NC 1[)+MI19 6 "EURK" a'" tASIDfR (ONE tq NpLEA) IN G rAIY STEEL CE4714 aw ROLLERERAL'LETTACN dME SW IATCM ON E1LM MCLOf6• t Do. IMa wWtA ROUTED T O,LF STEEL J%PZA FASTENED TO t• G 6LLY. RIOLLlR IAStEN[Q 1D UICR STLtS AmocoMLCtRAI1RCItmw/(•) N1ER. STD GOt SD[ OF OOdt. TSI/U M I,wEDi TOA 1w(A nME m 12 G wY. STEEL ?TACT w4CAR5 fASIDRO i$bQD7O 1711I3UCAM w.E/WS•J / M •.!/T L(R wCfAL lCRE 1•r!/ E• LQ7 LUR4 NOI me UWACL NOROOMML AWN 00 M" TRACK ATTACHED iD ULN a XCF mw r1Id W- SELI A PMC SCNLMS 1. END tMC[. iEAN$f•I LOAD 1t11M ONE 1TMO /• /pl R MAFI • 1 •' SLIT WATMIS. dl 110 I/•" M RNE75. OI/ISMOC KEYED 1MMDL[ GEiLY. AFII END END 2' !• ON SNORT STCM. TO BILL STEEL ROLLER. LID f9i' L LAC" S7IL P1MfAurOFIN FAMNED or AWTSwDFAcrionMQQRIYESIEMICLD. Yf. SanM IDst•AS/S' NUDE KNOLL STLS / J' TALL Y- W t (4) ?/••Ls/•Sdt LOCK WA LNOLYM Pf. 12b1: 20 G CAIY. ELE EN TAIPK SCRDIS. s TNc DE9er OF nt suPranre lTNuenNlll 11Dn5 DESIGN LOADS: +24.0 PSF & -24.5 ELM Ou1SWC E.C. SW 9wt W iK TESPONSIMM OF TK POWESSO ft Dt TEST LOADS: +36.0 PSF A -37.0 F L !• LwIMoIE ' OFTADOR. RECORD MR iK KOLDwc OR SnUCIIAM Mo w ACCONbU CE i 1 IN2 . 20 G GLLY. STEEL O U-S DWVS OD RR! EOLT i : 7 J r. WON CLADEM "DING CODES MR TK LORDS LASTED ON 0 o r IworwIwo N to _ 1-7 MAi-,-2-f rAtT[RUNI (LE 111D II-MRS SIZE LOCH ,:i r DR DAIALIm. w® >tAl %TOCL PART NO h• DM BOTTOMlEciplOM[ ww ON NEXT ,• IDEAL T' sEeRO. lE7C. UCLA V-w ATTACHESCMMD TIMCtI - - TI I1 /.: •< n,lir "" U^IPPP Sid P RPP 1t21W4 Sl SAt iEOD " WITH L •"•S •• SDf LA PPL SCRIMS LOLL a • .a1 c ar.eP/w•r`APr Mwwb' PER SAE TOLL GIOI•SiE.. E 1amm r /sAr ultPo wowA7s OR, TOLERANCES Y• CMtCtAAdi. OH 45202 r •NANNN A... wF nPP +At id Ib: 1-51T-AI-/dA 0 . t.03 • Er2Elbtaf. fD W i-SUS-ELT-819 srA.. MA •00 3.Ot5 DESCRIPTION. MODEL 6RST W4 16-0 a 6-0: 24/-24.5 OESICN U G DMLY. 5T7iL EDDTETlO M9l/RAOIt[Tj E, I C2.OD5 y AiMocD WIN (2) I\iR2" iC' L4d.~V' TIiL { ,,, ,.N, 0000 tool DRAWN BY: Bum DATE: 4/18/00SCALE: NTS Dyvu wwRA 7 vnt NOISWIP AT A Cv L . } tnio ATgTr 0e ' i71r CHECKED BY: m" DATE: 4/te/OD SHEET I OF 7 SIZE j milloTYCi 11 AL- s Proi/ =wEa ORENSIDN! ARE" M iICKs. DWG. NO.: 1027J8 REV. NO. t 4 '7 2 j II Moiio PRODUCT PERPORmnnce DRTR HURRICANE CODE iIETRL-EDGE STEEL DDDR in WDDD PRRMB PRODUCT CERTIPICRTIDD SHEET _ D I - 03l 4 , 22, 1 Nsvj Valid for the following side -hinged door arrangements: OPROUE DOORS - G'B" nOMInRL HEIGHT: Single Door with Sidelite Single Door with Sidelite Single Door with 2 Sidelites Double Doors on Hinge side on Strike side DOOR STYLES: i n Flush Arch Top 3-panel 5-panel New England 4-panel Eyebrow 4-panel 8-panel Boo a -t ®® 9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIDELITE STYLES: Do 130 t Da 0 00 0 00 0 00 0 00 0 00 00 00ri 680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series 23L, 24R, 24L Series OP tSS, -SS IMPACT L"t MULTI_ME_STL_WD_OP Enter. v 1 Entry Systems 0. •WW.-q WW_ 0. Moeutl w 4K•..,. ongn W P M or d /~ ro f np• .Mail n01[•. M I A M 1•DADE h11ANII-DADE COUNTY, FLORIDA N ETRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 BUILDING CODE COMPLIANCE OFFICE METRODADE FLAGLER BUILDING 140 Wl S'I' FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-2908 C:ONTIW. 1'OIt I,ICFNSIN(: SECTION 30) 375-2527 F:X.N (305) 375.2558 C'ONTILAC'1'011 E:NFORCEIN11:NT DIVISION 305) 375-2966 FAN (305) 375.290E PRODUCT CONT1401. DIVISION 305) 375-2902 Fr\x (305)172.6339 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S/E Inswing Opaque Double w/sidelites Residential Insulated Steel Door under Chapter 8 of the Code of Miami -Dade County -governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product 3r material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.23 EXPIRES: 04/02/2006 Raul Icoongucz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL__ CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application f'or Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/0S/2001 Francisco J. Quintana, R.A. Director 1\1iami-Dade County Building Code Compliance Oflice bWS0001\pc2000\\templ3tes\notice acceptance cover page.dot Premdor Entry Systems ACCEPTANCE No.: 01-0314.23 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.25 which was issued on April 28, 2000. It approves a residential insulated door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S/E Inswing Opaque Double Residential Insulated Steel Doors with Sidelites-Impact Resistant Door Slab Only and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1029-EM-I, Sheets 1 through 6 of 6, itled "Premdor (Entergy Brand) Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in 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 with the approved drawings. 4.2 Hurricane protection system (shutters): 4.2.1 Door: the installation of this unit will not require a hurricane protection system. 4.2.2 Sidelite: the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS - 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Buildinb icial or the South FlUcid1 Building Code SFBC) in order to properly evaluate the installat' f his s stem Ma el Perez, P.E. Product Corr Examiner I'r I et Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.23 APPROVED JUN 05 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I . Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this 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 acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially Jsubmitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP" 'ANC ' fvlanuq Perez, P.E., Product Con t7S1 'x.u»iner Produ ntrol Division PREMDOR (ENTERGY BRAND) DOUBLE DOOR WITH SIDELITES IN WOOD FRAMES WITH BUMPER THRESHOLD (INSWING)$ to Cm oil CKICRWII°'/µ;pfNC11MCOM e 1 Ile, AINI" CHKOKNI 148 1/2• MAX 7i' 37 IPA' MAX 4. [. MAX MAX I.[' r 2• t04 il•nCf SC[ .OtC 5 4. wr MAX —1 4' MAX w j' MAX MAX AAi DC15' 0 CIS'OC 15'15. O.C. r*. 5D.C. 15' O.C. Nq% MAX MAX MAX MAX MAx MAX eC-i MAX MAX t171i. T Y rMvS 1. C.C» I.S17C J•. i I IT 1 1•. Of lit « 1 I7 1/ MAX QC SPA I IB' OC. 1 1 311» IyfLt Ir Iil 1 j IA or» slut i 1 17 I/1' MA% I8•IOC TOP or DOOR TQ Or LOCK II7 X Y _S ISJ IM IACM INSIDC J°Nc 1 1 j Acc SPACING i 22' x MAX OLD L 1i — BO1 I6' 17 I/ MAX QC SPACING 1 19',Q (.. vui[r 0[•Igt 1 01[.N i[II[I _ 1 1 1 MAxI 17 1/- NAX OC SPACING jIB' IOC j (, A x ! I IIjJ iiR N[Ie 1 SRC. ISI PER AM e J Cam.! q 11.4 /1A' r» I•CL.S .• 15' 0C. IS' DC. 15' OC 15• 0C. IS' OC 15' 0C. I5• O.C. 15' O.C.. 1 1/2' IrJV• («I(pq yl wr MAX MAX NqX y MAX MAX MAX MAX MAX MAX S• MAX • MAX 5MAX , MAX I. 1 «u W* . IT, LONO STARES SCE NOTE 0 ATTACH ASTRAGAL THROW BOLT NB IT I' LONG STRIKE PLATE TOTHEHEADERINALLREMAININGANDTHRESHOLDWITHMIDx13/4' HOLES FLATHEAD SCREWS NOTES 1) '.COD BUCKS BY OTHERS MUST BE ANCHORED eB IT 1 374" LONG PROPERLY TO TRANSFER LOADS TO THE STRUCTURE FLATHEAD SCREWS 2) 111.E PRECEDING DRAWINGS ARE INTENDED TO L.H. IN$VING R.H. INSWING QUALIFY THE FOLLOWINGINSTALLATIONS. A WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING, ASTRAGAL B MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY APPROVED AS C0161PLY114G MTH THE STRUCTURAL WOOD BUCK. C MASONRY OR CONCRETE CONSTRUCTION WHERE SWTMF DOOR SYSTEM IS ANCHORED DIRECTLY 10 CONCRETE OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL ONE BY WOOD BUCK. 3 ALL ANCHORING SCREWS TO BE 010 WITH lrQQjQA pU 01NG CI O E eY PRO CT CONTROL D1VIS BUIL01 CODE COMPLIANCE OFflCE M01M 11/2 EMBEUMLNT INTO WOOD SUBSTRATE ACCEPTANCENO. OI'31Yr z; F 6' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT IT UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR ASONRY OVERHANG SUCHTHATTHEANGLEBETVEENTHEEDGEOFCANOPYOROVERHANG4 _dT MUSTBEINSTALLEDWITH 'MIAMI-DADS COUNTY TO SILL IS LESS THAN /5 DEGREES. UNLESS UNIT IS INSTALLED IN APPROvED' SHUTTERS NON -HABITABLE AREAS WHERE THE UNIT AND THE AREA ARE DESIGNED TO 5 THREE STAPLESPERSIDEJAMBINTOHEADERONSIDELIIESACCEPTVATERINFILTRATION. AND DOOR. THREESTAPLESPERJAMBINTOTHRESHOLDONS±DEL !TES AND DOOR - C JoAKcou[tr raolncgn[INs In1/Ro .+ 6 LATEX SEALANTTOBEAPPLIEDATSIDEBYSIDEuNDSUI[SS1OI[I[R1L ! C Nf, PA P IS JAM9S AND SIGELITES [ IINEIxUl[SSIbl[0.SIRCOrL.IDT AODOTMCRBOORC IGLOAT101% Pan) 7 DOCR/S1DELITE HEADER, DOOR/SIDCLITE JAMBS, AND SIDELITE BASE NJ ft aKs", SOUL taro aIu m vrnElm CORNERS ARE COPEDANDBUTTJOINEDnW141ME7-29-971I B DOORS SHALL BE PRE -PAINTED WITH A VATER-BASED EPDXY RUST 1't 191T1W PRIMER PAINT WITH A DRY FILM THICKNESS OF OB TO 1.2 MIL. PRLM N Y Y M 31-1029-EM-1 S r?a` SHrLL BE PKE-PAINTED WITH AN ACRYLIC LATEX WATER -BASED/ Ill L1rr[R$DI At:q-q. n_rltrlE ,;H!Tr ?RIMER vITH A pRY FILM 11;!CKNESS OF 09 TO 12 MIL. Fllls cs u1w SHEET 1 OF 6 R[VI51011C11[R C SIGNA_.RATINGS ARE VATCR INFILTRATION REQUIREMENT IS NEEDED I VHERC VATER INFILTRATION REQUIREMENT IS NOT NEEDED Positive NOT APPV x tive NOT APP x i INTERIOR live w IINU nTNFP f'nwrif-,iPAT Inv nl v. nl I/. 7+ MAX MAX MAX GLAZING DETAIL SHERVIN WILLIAMS 850A 28 EXTERIORGRADELATEXCAULKxx p }L ExIER10R 74 7/4• Ids-- 7. J/.• 112' I JI V2 1MAX MAX MAX I MAX INTERIOR r "T 112, GLASS BITE 1/ 8' TEMPERED GLASS A, Pr90v o AS CC:'PLYIvG VATM THE SGufflrLvasVl4 ml E Iii fsY P:? JJU D^liRCIDNIS:ON U CCOI C?' PLC.I:CE OFFICE AI I o nI 3/.' c ao' caul+ QOIficAiIONs A AIDEI 5 (DOOR CPSIONS) IC NG II SCREWS 10 EII( ffuRS E ll A UI OI,(R DaR EDO KAPA, ICINS t lIh 6 1 M vie`------- YSM; 1-I 3OE?9- I SHE f i 2 of. 6 iv!11DIIIIR [ c I 1/4' SHIM MAX F- 3/4' 80 11/16' MAX INTERIOR 79 5/16' MAX FIN. F 2 BY WOOD BUCK 17 1 1/4" l 2 EXTERIOR 4 r' • 1 3/4' 1 1 / 4 "In,WOOD MATERIALS LIS I ITEM NO. DESCRIPTION PART NUMBER COMMENTS 1 WOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 000MPRESSION WEATHERSTRIP EM-25 LOCKSCREEN BRAND LOXSEAL(BRONZE) Q ALUMINUM ASTRAGAL EM-12 PREMDOR BRAND OR EQUIVALENT- 5/8' ALUMINUM ASTRAGAL 4Q ALUMINUM -BUMPER THRESHOLD EM-15 IPREMDOR BRAND OR EQUIVALENT - l 1/4' x 4 9/16' TOP CHANNEL EM-08 PREMDOR BRAND - 1 11/16' - 20 GA STEELFFTSKIN26LG17IJ64 -10 I: I "Is RI 1pTilE [ST Val D IPT O POLYURFTHANF FOAM mer BASF FOAM - DENSITY 2.0 TO 2.5 tbs./Ft' 6 BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 9O WOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT 1p STRIKE STILE EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 11 HINGE STILE EM-05 PREMDOR BRAND - 1 11/16- 240 GA STEEL 12 LOCK PREP FILLER PLATE EM-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 13 4'x4' HINGE EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL: 14 WOOD HINGE JAMB EM-13 1 1/4' X 4 9/16' MTL, TO BE PINE OR EQUIVALENT 15 110-24 x 112' F.H.M.S. 4) SCREWS PER HINGE INTO DOOR 16 110 X 2' F.H.W.S. MAXSCREWS TH0QZH HINGE IB' O.C. THEREAFTER JAMB N SIDELITE JAMB, B' VN ROM Tffi ID) SCREWS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOWN FROM TCI X B' O.C. THEREAFTER 6) SCREVS THROUGH EACH SIDELITE JAMB INTO SIDELITE, 4' DOWN FROM TOP, MAX 15' QC. THEREAFTER 17 110 l4V.S V/IONS 1 V M N YM' PV TAPCD6 P( 1 1/2I4 11/i ENBEDNENf REFER TO ELEVATION VIEW, FOR I OF SCREWS USED AND LOCATIONS 18 N10 X 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB 19 18 x 2' F.H.W.S. 2) SCREWS AT EACH STRIKE PLATE LOICKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 1 NIO X 1 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB WOOD SIDELITE JAMB EM-1B 1 1/4' X 4 9/16' MTL. TO BE PINE OR EOUIVALENT 22' x 64' SINGLE PANEL GLASS EM-19 TEMPEREDGL1/9* CLEAR „ SSSRIN POLYPROPYLENE FRAME- OC-1643 - COOL-2 GLASS SIDELITE TRIM (WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT WOOD CASING EM-21 1/8' . I• MTL. TO BE PINE OR EOUIVALENT — ITEMS ARE HOLDINGS USE FOR 'SIDE BY SIDE JAMBS' AS MULLIONS SIDELITE HEAD JAMB EM-22 1 1/4' X 4 9/16' MIL. TO BE PINE OR EQUIVALENT WOOD SIDELITE BASE EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE LITE FRAME OC-1643, ODL-21 HP Polypropylene by ODL 06 X 1 112' PAN HEAD SCREWS 1B PER FRAME ER v 14 N H N AN Nff iD ExCEED H' OC THERE AFTER. SIDELITE STILES EM-26 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT 6111) PIN NAIL 1/4' LONG NAIL. 4' IN IRON END, MAX 8' OC. 1HERAFI1R, USED ON NDLLIONS AND TRIP SECTION B-B 4 9/16' DOW SILICONE 14995 _ LIXIIS ABS N01E0, TRk DEC XIRUSINS= UNUSS b411ED, SID. CDM1. 101.1 T?PROVED AASCOMPLYUIG AITH THE DATE LJV r11E JI I QE PRByEMDORc;.Tis JII 11J7 I LE' 9D [. PROToYTROlO1V151OH / Pl1ISBtAtG KS 6670213UILDIIJGCGOEC01,NE OMCE ACCEPTANCE NO 0 NTRY SY AtA. UN1Y MODIFICATIONS PAGE 5 (DOOR OPT 31-1029-EM-1 SHEET 3 OF 6 REVISIIA L[11E2 B 2 BY WOOD BUCK 0 1/4' SHIM MAX 3/4" 79 INTERIOR 3/16' MAX 80 11/16' IMAX 0 2 BY WOOD BUCK SECTIM C-E 1 1/4' EXTERIOR PLEASE SEE "GLAZING DETAIL" DRAWING 431-1029—EM—I SHEET 2 OF 6 1 1/4, DOW SILICONE #995 LIMIISS LESS NOTED, ERA[ : DEC. ANG. 11RUSM LK(SS NORD, Sill. (Em1. IQ`S. IC,INf R APPROVE) AS COMPLYING VATM TN-- Sr,JiN(L OW OROINGCODE DR. By R. S. D:r JUIY PRODDR ENTRY SYSTEMS 911 (. IfURSONPRGDUTCJTROLDIVISION pl { ISin, KS. 66)6< GURr.^IG C00E COMPLL" ICE a:CE;LtcCE NO 01 - 6 3 DADE COUNTY MDDIEICATIONS ADnMATFRIAI VAS Poi YUYRFNF ADO SC REVS TO LITf (RANI i MATERIAL LIST REVISIONS I ": ENTER Y METAL T C- L SCALE: w0I 1 A 1-1029-EM-I SHEET 4 nF 6 REVISION 1.111ER p IN 1/ram w aJ r r Y W r r:c hoc W 11 IIr w K VKK K VKK p O 1/Nrw K VKK W pp a1/rKVKK 1 1 1 1 1 W rwJ rw W r w XX OTHER DOOR CONFIGURATIONS NI Vr NI V.' w w 11 V.' )I N.• N, )r 71 IIrw ra w w W Y W w W Y w— w W. ra w .•W YW rw w W W w W W r W H Nr ra OL VKK 1) Nr r. H Nr ra OL VKK O O OL VKK r r I1/Y• _ O r U~ V Nr W H Nrw 11 VKK JAH Nrw OLNV.CK K VKIK 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 Lw . W J a• W Y w L.• W w Yw w unx XX I.W.• ar .. NNr r sec •H o[ 1 1 rr a°c 1LT- or r r Wcv.[Ic OC N•[K O rr 1.rW r OC Y.[K oc v.n.i Qy" 1 1 r. sa(1,aa ocLIJ lama J Woc LL Oft 111111 1 u yr rr ac vKK yr .. u vKlr, rpg\ oc vKK a\ N yr ` p. F- 1K 1 L: unu LIMITS lKNsI lss",' (RAC DEC EfiflUSDl15 191fSi DIED, SIQ C(Nl [L•S RPrOVED AS COMPLYING VATH THE DOUII I FLpjI' :,DA BUILDING CODE IT E! J(JPREMDUR WRY SYSTEM P; lO&j/LMMgROL DIVISION 9U E. !i(ERS[N GUILDI • tOIIPLlANCE OFFICE KS 66162 ACCEPT. ) Or-031y.z3 Xx I 31- i029-EM-- I SHEET 5 OF 6 R( viSl('y tfilfk OTHER DOOR PANEL 36" 0I ['MAX 79 as D0 101MAXlog Dn 0n 00 101 BLANK IOP 6-PANEL 4-PANEL 9-PANEL 4-PANEL STYLES 0o 000 0000Goo 00 D000o 00 OD D00 OO Do Da 10-PANEL 18-PANEL FLUSH 8-PANEL CROSSBUCK OTHER SIDELITE STYLES 36" r-MAX 79 1/167 ' Mp SL-10 SL-20 SL-30 SL-60 SL-50 SL-509 as a0 a0 0o 0o 00 00 00 00 PD-1 PD-2 PO-3 PD-4 PD-5 PD-6 10OD OD go go go son001 00 00 oO 9,000 12- PANEL 4-PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANEL EYEBROW W/SCROLL EYEBROW EYEBROW W/ SCROLL ' 6 6 0 0 0 SL- 69A SL-69B SL-69C SL-25 SL-55 SL-300 SL-40 SL-90A BE H go a o 9 'EIHM 0o 00 an 00 00 00 00 PD- 7 PD-8 PD-9 PD-10 PO-11 PD-12 PD-13 SL- 908 SL-90C SL-30B SL-3DC SL-70 SL-90 08 00 as PO- 14 PD-15 PO-16 1 { I M 11 II i i l i t11 ..i.f liti Iniitll ::: fl L 11at'; iii : ttl ::: Iit 111 ( IIII ' " II tt `_ 1ff RR iff t11 r- 19 .r-20 r-21 r-22 r-23 rPO-25 PD-26 r PO-28 •e •r •r r PD-33 goo 0 101 H I M H c a a n 0 000 000 000 00 110- 35 PO-36 `PD-31 -30 PO-39 PD-40 PD-41 E 0 PREMD01 91i [ fff(RSIN PD-4c' PD-43 ^3A PD-439 P1115m, CS 6 SIR M. idT YSIEMS 31- 1029-EM-I SHEET 6 or o R(vIS1a 1E n1R