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Home My WebLink About185 Venetian Bay Cir (2)tL do b ty 0 PERMIT ADDRESS ASUBDIVISION v En CONTRACTOR PERMIT #CA • !— DATE Morrison Homes SADDRESS151SouthhallLn #200 PERMIT DESCRIPTION `l Maitland, FL 32751 407-257-6940 PERMIT VALUATION CRC 041929 PHONE NUMBER Ewa SQUARE FOOTAGE PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERNIIT-NUMBER-- - ---FEE - -- — --------- ---- 7 tv M City of Sanford Certificate of Occupancy This is to certify that the building located at 185 Venetian Bay Circle for which permit number 04-1360 was issued has been completed according to the plans and specifications filed in the permit, to wit as a Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: B. Oden 10/13/04 Engineering: D. Richards 10/13/04 Public Works: J. Crumpton 10/14/04 Utilities: R. Blake 10/13/04 Fire Department: Zoning: Morrison Homes Property Owner 10/ 19/ 04 Building Official Date j CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE **** DATE: 10/12/04 PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 04-1360 185 Venetian Bay Circle Morrison Homes Chris B. 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineerin o Public Works Utilities OFire OZoning Licensing N/A N/A N/A CONDITIONS: (TO BE CON PLETED ONLY IF APPROVAL IS CONDITIONAL) A /0 Wl 0 43 /, [) CERTIFCATE OF OCCUPANC'1"" REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 10/12/04 04-1360 185 Venetian Bay Circle Morrison Homes Chris B. 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering blic Works EUtilities Fire N/A CO r P 1 6 Zoning N/A lo, , Licensing N/A CONDITIONS: (TO BE COMPLETW ONLY IF APPROVALS C07ITIONAL) CERT IFCATE OF OCCUPANCY W REQUEST FOR FINAL INSPECTIOR o a 1 1 1 III 1 1 1 1 1 SINGLE FAMILY RESIDENCE **** j I DATE: 10/12/04 OI 1 PERMIT #: 0404_ ca ADDRESS: 185 Venetian Bay Circle: V C1 CONTRACTOR: Morrison Homes 0 u sLL, PHONE #: Chris B. 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering E]Public Works OFire N/A Zoning N/A Licensing N/A alG a 3 oy CONDITIONS: (TO BE COWLETED ONLY IF APPROVAL Is CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 10/13/04 08:33:25 Location -ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 241235 23.19.30.502-0000-0790 185 VENETIAN BAY CIR Free -form information LOT 79 SW DEV FEE $1700.00 W BP04-1360 PD 3-17-04 3/4"WA METER SET FEE REC#6572 A DEV FEE $650.00 SEE REC#6572 190.00 PD 3-17-04 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel CITY OF SANFORD PERMIT APPLICATION Permit # : O L) — 13 G () Date: Job Address: S \reX-,-'4-e>, o y C r c -I Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical K Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS S O Addition/Alteration Change of Service Tempotary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel q: Owners Attach Proof of Ownership & Legal Description) So i7w a\lL lI Phone: It"'I1r C)r) — Cpaq — (]tJ» Contractor Name & Address: 'Q S e L' t t L —Inc I p(- (, P ,Y 0, f G 3 State License Number: Phone & Fa n S nn t,. cif) S— Contact Person: t SYY1 t N. Phone: 0r)9 ()f%r)(2 Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Address: Phone: Fax: Application is hereby trade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionandzoning. 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 pemtit is verification that l will notify the owner of the property of the requircm f ride Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contra /A Date Sir.. Print Owner/Agent's Name Print Co or/Agent's Name Q 7 lc Signature of Notary -State of Florida Date SigneGre of otary-State of Florida nRer AImOdOv XMy Corttrnission D0272809 Expires December 07 2001 Owner/ Agent is _ Personally Known to Me or Contractor/Agent is"Personally Known to Me or Produced ID _ Produced ID APPLICATION APPROVED BY: Bldg: initial & Date) Special Conditions: Zoning: Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) Dzia`- 41011 fl4lciaess: U csip?ie 0T Y)G,At: /-<- 4Z- Z P o ,V M;,loraa' TL+asR,r EEt, 2niing: i' Value 0, " oy-?:: sb i F62- lit TYPe. Building Electrical rblesbmical Flu.. Fire Sprinkler/P.larm F.00. E1604enl: New Service — # of AMPS, Addition/Aif—vatio.i Chmige of Sci-vice Tempof2rny Pole i'13ecbar lcak' Residential ' _Non-Rcsidential Reply . t Ness (Duct Layout Egcrgy C81t;.Requirrid) Phuribing/ New Commercial: # of Futures :i of Wale? & Sewer Lines V of Gas Lines Plumbing/Neva Residential: # of Watd"Closets Plumbing Repair— Residential or Commmrcial Oecupancy Type: Residential Commercial Industrial Total Square Footage: Cona trucdoo Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEfdA form reaulred fbi w.i.icr citao ;G} Parcel #: 11 (Attach Proof of Ownership A Legal Description) O yners Neme Zu Address: Phone: Contractor Name & Address: Phone & Fax: Bonding Company' Address. Mortgage Lender: Address: Architect/Engineer: Address fit License NumberRO RUMP' Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no cork or installation has commcwtd prim Ic, theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBIIJG, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVff: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable l,w-, rcp.dwing construction and zoning. WARNING TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUL'i il•! Yt rt IT, IWiCE FOR IMPROVEMENT'S 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 ap cable pr that found in the public records of this county, and there may be additional permits required from other governmental entities h as emenI dis3ricts, to agencirs, of ft dn;d agencies. Acceptance of permit is verification that I loll notify the owner of the property of th equire of da Lie w. FS 3 2 9 Z004 Signature of Owner/Agent Datc atu Con actor/Agent Date ROBERT G, DELL RUSSOPnntOwner/Agent's Name Print Contractor NamAgent' 1004 Signature of Notary -State of Florida Date Signature of N. _ry-Stare of Flonda ` Date Owner/Agent is _ Personal]% i:no,,n to Me or Contractor/Act-::, Personal., Known to Me or Produced ID Producer . Al'I'LI( ATION APPROVED 13Y: Bldg: Initial & Datc) Condmon. Zoning. L::.:-, I:D: Initial & Date) itial.E;,Oate.('Irxti3l Dau U. v.': MIRINDA C. TURNER wAIQqI0N4QQ212893 EXPIRES: June 14, 2007 nd n'.• aa•+asd Thru ntrtary Puthc Un&nvn1srn 10-03—t203 9:04AM FROM CITY OF SA"OUD i'L',YMIr AYPtJCATION Psrtuit (} '6V/3 Jqb AdJrcaa:YtL• P. 2 Dcscriplion of Work: I. gang: Dittlrict: Zoning Valtac of Work: Permit ape: btlil ng Elccaic l MccJlutical Pluasbicg FireSprittklcr/Alarm Pool BlcctriaL Now Swrioo — N of AMPS AdWdQaAl`1Q%i0n Change of Service Twdpornry POIe Mcehauierl: UsiUatisl Noa•Residential Rcplacemwt New (Duct Layout dt fu=a Cale. Requited) Plumbiad Ncw Cornwetrrial: N of Fixtures III# of Watcr & Sewer Lines tl of Gar; Lines PI4W btn/NCW Residential: fl Of Vi r CIOSeLS _ram_,—. PlYolbing Repair — ReSid"ntinl Or COMMQVizl Occupancy Type: Residential V/ Commar_W ladusu ToW Square Footage: Coawuctioa Type: a of Stories: a of 0,d1ing Unla: JFlrrod Zuae: (F#;MA form required for utper toner X) Uvnvial; Cou+pauy: Arct IlsWtvgtuccr: Phone: Address: r Fax: _ M Applrcauon is hereby mado to obtain a permir to do the -work aria inwlWions as indic.ud. 1 ccnjfy that oo work or installation his commenced prior to the issuanca of a permit and Wert aU work will be performed to meet _^+= orall laws regulating caeauuctiva is tots juriadictioo. I understand uut a acpar•tc permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, UATERS, TANKS, wad AIR CONDITIONERS, ctc, OWNER' S AFFIDAVIT; I certify that WI of the forctoing information is •ecurate add that all wort will be done in wmpliancs with all appliwhle lawn ror;ulattnr concuuctionand soniar. WARNING TO OWNER: YOUR FAILURE TORECOKDANOTICEOFCOMMENCEMENT MAY RESULT INYUIIItI'r.YIN(j TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OK AN ATTORNEY BEI••OM KtCOKOING YOUR NOTICE OF COIMMENCV.MI•.'.NT. NOTIC In addition to the requiramenri of this permit, there may be additional restrictions applicable W this property War may be found in the public records of Wu eounly, and Ihuc may be addpjonal pcemtls «gaited from ocher gorcrruncnW entities such as water management diuricts, Irate agencies, or federal ugractcs• Acceptance of pamit it v iGeiuion that I will notify the owner of the properry of the mquireasentt of Florida Lien Lal. Siroawre of Owner/Ai; cnl Dare Signature of Con tut/Agent Date Print OwncUAtcnt's None Sts-tuttrre of Notary - State of Flonua UwoedAtcnt is _ Persoally Known to Me or P(odttccd lU APPLICATIUN APPKOvt;U 6Y; Bldg: Initial & Date) Date Print Con r/ Atcm Namc E L/ 5trrc c of Noury• S tc f Florida Oak drr George Stokes C' on(nt for/ Agent is. Uy Known to iAV My Commission DD024871 11roduccd ID E)Ores May 13 2005 Zoning: Uliltttcs: F0: Initial do Oatc! (Initial & rhto) (Initial di Date) 5peciW corulitiurls:.. L;0Lb!TY 0'.' Iji;01,3) Py CITY Oi- 1;01X"-()!W 1ATT ADnRESSTAT y . N CUITY) xfwm,o- COUNTY HU48ERn T6hll VYC OWL TwQ A 11-1 :X) :1. V I RAT i---c--6*-,Z,--,, PLA7VDIKUWOKPACEnT- i 96 9 It MAP& APPLICANT I,'AlEo AonREss . ......... WHO UEE ChIEGORY: C01 - Single Family Detach*d Hcvwo WIT UWL WvAdeniia:" WVRX DESCRIPTIONs Single Fanily Pouvw Dutachcd - Wnok"tctimi PENEVIT PAT 11.7 FEE UN1Y RAIE PER 0 n TYAK TOTAL Y, DIST SCHEW.E Dzsc. WIT OF U11TS 0066 ---------------------------------------------------------------- ARTERIALS CC-WiDE f3 dwl unit 0 705.00 1 0 '105.0o IOWA I --, C, "V y I - 1 0 dwl uniL 1 142.00 1 1 142.00 1. CO 0 dwl unit q 55.03 1 1 51.01) W:: C(X 13 co -WIDE 0 dw! uniE 51,101.00 1 0 1,301.0o ANOWT DUZ KnW TO RUCEIVING S1(::PhTURY/APPLICANTo FAILURE TO NOTIFY OWINII AQU) EFTARK 73N:LY PAYNCAT MhY WGUK 1H YOUR LIABILITY FOR THI FEE. NITATTUTICHo I ECCHTY Wccly ADVIDW THAT THIS 15 A SThTENIHT BY FEES NE GOUK2':'VRX0-D PAYARLPRWR TO TnCHAWILDING,NV A(:I:%:; AWD ADVIWOWT ATShQChNT. 01 0AA21' To AppWk TW CALCLLnfXCK3 0r III: WAD, 1 YOPPRY 9YOWN ANWWZ UZHUDU 1GAW PEEN M: GT OF. EATAC1510 DY V11 WK-) A 4114ILN AEGUEST U11HIM 45 CALEWOR DAY9 OF WK WC&AWNG SIGHWUNK Dnyu ABOVA V: W 1--!9T TVI*'K CIRTIFICATE OF 01CUPAYGY OR THE RIGUEST WR REVIEW 1 .113T rbUT ICE WCUTRINTMV3 01 1711.:: DWV!L0?N!HT LODa. LooWu 07 THE W-Ey GOVERNINS AQpW(; VnY W P1WHO UP, CR RECLSSIED, FROM WE rl.rW hn"L11:Q1•Vr(WW WF00': 1"01 Wn, pposy UTATAT, SIM%W, FLORIDA j27Yij (100 605-YWn. PAYNEW WOULD TW PhEV TOu cily CF 2ANIOAK) y N40 CXYY WILWAA PERKIT NJAWR A7 TEV TO. T&W; F;Tff Q lif .1" 1E; W! It 10 01, KH LQATU 1171UN WTH 11swomm 0; nVI t! K V 111101 Oil 11 QTQS1VCW QVILY EUXLDWO PZPA K fll 0 LOT= : T V! ! % W:' Jj J Permit # : •0!i1A— 1 )) l 00 Job Address: 4n611—W Description of Work: &EYL Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION [ Date: Aa d 7 •, Value of Wo Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS -, Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: 2 • Construction Type: GM U # of Stories: _J__ # of Dwelling Units: _/ Flood Zone: X (FEMA form required for other than X) Parcel q: Z6 lc/ -- . y— 5 U L Owners Name & Address: &MC ON Contractor Name & Address: Attach Proof of Ownership & Legal Description) Phone: Phone &Fe4t7%i6Zgao7%/D/ 7OSS/aJ Contact Person, a/Ti r'1'/ttiq Upt%Q I)lI bfpe' IOS 1740 Bonding Company: AM Address: / A Mortgage Lender: Av 4 ti .,, FED 1F1-2904 Address: 4 Architect/ Engineer: /G %ti d 1 9 one: 07 al 7 Address: o13I rSit C4/ A%Li/l DI //I/• / %f R 7I i t: ` ; :: • L4 Application is hereby made to obtain a permit to do the work and installations as,i'J CO. I cer ifj' n v r dr iiistitat has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating i onstruction to 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: 1 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 NOTICg 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 propeq that may be found in the public records of this county, and there r y /bq additional permits required from other governmental entities such as wpter tanagemy yistricts, state agencies, or federal agencies. I will notify the owner of the property of the III I w`- O - Sig ure f Owner/Agent Date R, 444fi- 4154 tS g c i Print Owner/Agent's e psow Signature of No -S a of Florida / Da" • rE1. w 4• 1# ro Owner/Agent is v Personally Known to Me or r. ` ` e _ Produced ID M4 W AP11O1ATION APPROVED BY: Bldg 3-111'Q ` Zoning: _ Initial & Date) Special Conditions: jyErjtrftjt o log i aw, FS 713. v U(/ / • cy?i o^ Sign re f Contractor/Agent Date i m AA USA Print Contractor/ • O D Stu Signature of No ce of Florida Date 41 Contractor/ Agent is Personally Known to Me or Produced ID 4JA Initial & Date) G a cf/ dr Coq Utilities: FD: Initial & Date) ( Initial & Date) tsy A- - a a- Permit Number: Prepared By Daphne Clark and ".O.Box 784283 Return To: Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05194 PG 0975 CLERK'S 4 2004021131 RECORDED 02/11/2094 01:12i% PM RECORDING FEES 6.00 RECORDED BY L McKinley CERTIFIED COPS! MARYANNE MORE CLERK OF CIRCUIT CIof M111 GOU The undersigned hereby gives notice that improvements will be made to certain real property, and f Mrdnle 2004 with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: _7LotNumber It Legal Description VENETIAN BAY, according to the plat thereof as recorded in Plat Book 63, Pages 84-88, of the public records of Seminole County, Florida. / Street Address AT C i W Sanford, FL 2. General description of improvements : New single family residence 3. Owner information: Name Morrison Homes Address 151 South Mall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282 4. Fee Simple Title Holder: N.A. 5. Contractor: Name Maria Lisa Steiner Address 151 South Hall Lane. Suite200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282: 6. Surety : N.A. 7. Lender: N.A. 8. Persons within the State of Florida 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 in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of r o . g. Date Signed : i ature of Owner's Agent, Maria Lisa Steiner: Sworn to and subs ' e efore me this by Maria Lisa Steiner, who is personally known to me. o Y 0ti o D. A. CLARIC t ' MY COMMISSION # DD 214811 Signature of otary: Notary Seal: * * EXPIRES: June 27, 2007 r of na'•' Banded ThN Budpd NaWy S4ndd9 LIMITED POWER OF ATTORNEY DATE: I HEREBY NAME AND APPOINT: DAPHNE CLARK, AMY CONDON, GUSTAV BOTES, ANGELO SANTIAGO AND GEORGE CLARK EACH AN AGENT OF: MORRI.SON HOMES' TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: jme6: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDMSION: ADDRESS: AND TO SIGN MY NAME AND DO TO THIS APPOINTMENT. MARIA LISA STEINER NAME OF CON RACT r i / SIGNATU E OF CONTRACTOR. STATE CERT. # CR-0041929 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrumentZw ac4 owledged before me this DATE: e d BY: MARIA LISA S EINER GS THAT ARE NECESSARY Who is personally known to me and did not take an oath. STATE OF FLORIDA .......... I.-" ........L`uPLA .-,, 613SO C 43851 missA COUNTY OF ORANGE. yExpiros ti/20 2008 a® aonded Waugh S s Ndery.",n;..!nr.. 600,A32.4464).. F.......... SIGNATURE OF NOTARY: NOTARY SEAL. Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pls/web/re_web.seminole_county title?PARCE... PARCEL DETAIL ywr'IVYa4ppratXI CAr%ltlt 11111 F. l rrat \/. anl nvl 11. J2" I 4117 W Q W_ Wi lY RTAI.I sni I rt IRVIN 11 rROF T%X Rrn I , 1113 %I .1Rd . GENERAL Parcel Id: 23-19-30-502-0000-0790 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Property Address: 185 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vac/Imp WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision i d! d 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Land Value (Market): $11,310 Land Value Ag: $0 Just/Market Value: $11,310 Assessed Value (SOH): $11,310 Exempt Value: $0 Taxable Value: $11,310 2003 VALUE SUMMARY 2003 Tax Bill Amount: 2003 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 79 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 11,310.00 $11,310 TE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax ff you recently purchased a homesteaded property your next year's property tax will be based on JusbMarket value. 1 of 1 2/5/2004 7:28 PM 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 S 00w00'17"E 50.00' L 2 N 00'00'17-W 50.00' LOT 76 LI LOT 79 B" GRADING 5.700 S0. FT.77 N zz LOT 78 88.87' 0 0 N P,C.P. CITY OF SANFORD O O 15.3' COV. p PATIO 24.7' NASSAU 11 ` 1561 ELEV. -A.B.0 6 D- SINGLE FANILY RESIDENCE FIN. FL. ELEV:1,r.3 O o 6.3' L2 n tn 1r M LOT 80 NS CITY Of EVIEVyEL1 SANf4R, CIL EL S 00°00'17'E — 273.87 REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT -F - PRIVATE ROADWAY LEGAL DESCRRTION.' Lot 79. " V E N E T I A N BA Y occordng to the plot thereof as recorded in Plot Book 63. of pages 84 - 88 of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies wither Flood Zone "X .. occordng to the Flood hsl.rance Rate Mop Community Panel Ninber 120289 0035E.Doted 04117195. City of Sanford. Community Number 120294) 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 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 some unless otherwise noted. Denotes SS -Iron rod with yellow plastic cap marked LB4937 or LS3182, or Iron rod with red plastic cap marked -Witness Corner", unless otherwise noted. O Denotes P.C.P. (Permanent control point) Is Denotes Permanent Reference Monument Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and Mapper This survey meets the requiremen o /oride Minimum Technical 1an)s.as.contained in Ch 61G 17- F/onda Administrative Code. q0 < I Orn 1 0,1 0, William A. Henn. P.L.S. Florida Registered a Surveyor No. 3162 Darae L. Prremienleclrl, P.S.M. Register S eyorend MapperNo. 6030 William R. Henc, P.S.M. Registered Surve and Mapper No. 6092 Heni d Associates Inc., State of Florida LB 4937 P.0 SETBACKS: Max Coverage - 62 X. Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' A,9ERVIOUS SO. FT. - 48y Mmnum Lot Width 50' LOT SO. FT. IMPERVIOUS AREA-2.725SO.FT. Note: Beorngs shown hereon are referenced to the CIL of VENETIAN BAY CRCLE as behg N 00e0017"W. Vertical datum is based on NGVD per Engineervlg construction plans by Ned H i l l e r Engneerng. hc. Job Number 2001. Legend Temporary Benchmark O/S Offset assumed datum) O.R.B Official Records Book BOW Back o/ sidewalk PB F/et BookPCCACenterlinePointofCurvature n Centre/ or (Delta) Angle FCC. Point of Compound Curvature CALC Calculated P.C.P. Permanent Control Point CB Chord Bearing PG P.R.M. Page Permanent Reference MonumentCOChordPrLPropertyLineC.M. Concrete Monument P.O.B. Point of BeginningEL. or ELEV Elevation P.O.C. Point of CommencementFINALEL. Elevation (Measured) P I Point of Intersection FD. Fin,F/ Elev. Found 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. R1W Residence Right -of -WayLS. Lend Surveyor TBM Temporary BenchmarkMaeMeasuredTYP. Typical NID(N&O) Neil and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Sketch of Lego/ Description This is not a Survey Drown by: CAI Chocked by: OP Prapored For: AIORRISON Job Number: 02-017-02 Scala : 1'- 30' Plot Ion paformad: 01.12-04 Foundation Surrvey: Finol Survey: Revisions . Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) August 20,2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 79 Venetian Bay, 185 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 185 Venetian Bay Circle, Sanford, Florida Legal Description: Q Lot 79, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, 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, Herx & Associates Inc. l MI" Da aer L . Pr mi ni cki P.S. ze e e Associate Vice President DLP/bb 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 For Insurance Company Use: BUILDING OWNER'S NAME Policy Number MORRISON HOMES BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 185 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 79 "VENETIAN BAY " PLAT BOOK PAGES PUBLIC RECORDS OF SEMINOLE COUNTY 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): 4P - ##' - ##.#W' or ##.###a#P) ® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 63. STATE CITY OF SANFORD / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNEIREMSED DATE B8. FLOOD ZONE(S) Zone AD, use depth of tloodirg) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. AS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in 69: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO 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 Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 15. 7 ft.(m) o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) o o o d) Attached garage (top of slab) 15. 4 fL(m) E ` Z v o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 15. 1 fL(m) AC Service E 0 o f) Lowest adjacent (finished) grade (LAG) 14. 8 ft.(m) zIm o g) Highest adjacent (finished) grade (HAG) 15. 0 ft m) d o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA I J o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) Fl. Professional Surveyor and Mapper No. 6030 SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATIOrT 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. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER' S NAME Darae L Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZJP CODE 769 Douglas Avenue Altamonte Springs FL 32714 Sl TURE DATE TELEPHONE n O . 0 /Y%n 8-20-04 407-788MM FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 185 VENETIAN BAY CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Bevabon Certificate for (1) community official, (2) insurance agent/company, 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. Note: Item C3 a on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or 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 (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or communityissued 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 COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Forth 81-31, January 2003 Replaces all previous editions Herz 4* .A8ociates Inc. Land Surveyors 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 Surve LINE BEARING D I SYTANCE L 1 S 00a00'17'E 50.00' L 2 N 00`00'17-W 50.00' LOT 76 LI L 0 T 79 B' GRADING 5.700 SO. FT. N LOT 78 88.87' O O Ln aV P.C.P. CITY OF SANFORD o 15.3 Cay. O o p PAT 10 n 24.7' NASSAU It - 1561 ELEV. -A. B. C & D' SINGLE FAMILY RESIDENCE W FIN. FL. ELEV:15.7 3 W, o LOT 80 10 a v O1 LU Ot 6. 3 ' U) Ln n 0 Ln Z) Co 14. 3 ' c Z 1g.3' ar) Ln o Ln N 0.4' 0.4' S 00°00'17-E - 1273.87 REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT -F - PRIVATE ROADWAY LEGAL DESCRIPTION Lot 79. " V E N E T I A N BA Y occordng to the plot thereof as recorded in Plot Book 63. at pages 84 - 88 of the Pubic Records of Seminole County. Florida FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X-. according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Doted 04117195. City of Sanrord Community Number 120294) Flood Zone determnotion was performed by grcphic plotsnnqq from Flood Insurance Rate Maps provided by FEMA. No field slrveyilg was performed by this Frm to determne this Zone. The exact zone location can a # be determined by an elevation study. We assume no responsbity for octud flooring condtions concermg this parcel General Notes: r 1. This is a BOUNDARY Survey performed in the field on d — d / Legend SETBACKS. - Front 25' Rear 20' Side 5 ' Corner 6' Mhimun Lot Width 50' PC 11 Note: Bear' shown hereon ore referenced to the C/L of VENETIAN BAY CRCLE as being N 00°0077-N. Verticd datum is based on NGVD per Engineering construction pkns by Ned H i I I e r Engineering. hc. Job Number 2001 . 2. No aerial, surface or subsurface utility installations, underground improvemen s or G Temporary Benchmark subsurface/aerial encroachments, if any, were located. assumed datum) 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back or sidewalk 4. Elevations shown hereon, if any, are assumed and were obtained from approved C2 Centedine Construction plans provided by the Client unless otherwise noted, and are shown A Central or (Delta) Angle only to depict the proposed or actual difference in elevation relative to the assumed CALC Calculated Bearing temporary Benchmark shown hereon. CD Chord 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument Rights -of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) Public Records has been made by this office. FINAL EL. Elevation (Measured) 6. The legal description shown hereon is as furnished by client. FD Fin.Fl. Elev. Found Finished Floor Elevation 7. Platted and measured distances and directions are the same unless otherwise noted. I P Iron Pipe 8. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod Denotes % • iron rod with yellow plastic cap marked LB4937 or LS3182, or L Art Length iron rod with red plastic cap marked 'Witness Corner" unless otherwise noted. LB Licensed Business O Denotes P.C.P. (Permanent control point) LS. Land Surveyor Denotes Permanent Reference Monument Mea Measured O 2004 Herx 8 Associates Inc. All rights reserved N/D(NdD) N.R. Nall and Disk Not Radial CYS Offset O.R.B. Official Records Book PB Plat Book PC Point of Curvature PCC. Point of Compound Curvature P.0 P Permanent Control Point PG Page P.R M Permanent Reference Monument P/L Property Line P O B Point of Beginning P.O.0 Point of Commencement P.I. Point of Intersection PRC. Point of Reverse Curvature PT. Point of Tangency R Radius RAO Radial Line RES. Residence R/W Rphf-of-Way TBM Temporary Benchmark TYP. Typical l/-a/-- Fence symbol (see drawing) X—X- Fence symbol (see drawing) Codification: Not valid without the signature and the original raised seal of a F drld tens ad Surveyor and Mapper Dr o a n b y : CM This u y eels the repuuemenfs o/the Florida Min' um Technical Chocked by: DP St d d; nteinedinChapter61Gf7-BFto"a dminisfretiveCode. Prepored For: MORRISON Job Number: 02.017.02 r Scot• I'• 30 Plol plan performed: 01.12-04 Wdham A erx, P.L.S. Florida Registered L nd urveyo No 318 Found Otto n Sur v • y : 04 - 07. 04 Daree L. Przemienieckr, PS M. Registered Surveyor and Mapper No, 6030 F i n o 1 S u r v • y : 08 - 04.04 William R. Herx, P.S.M. Registered Surveyor and Mapper No, 6092 5 oo Revisions Herx d Associates Inc.. State of FloridaAUGU liridaLBa937 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number MORRISON HOMES BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 185 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 79 ," VENETIAN BAY " PLAT BOOK PAGES PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, 'rf necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): W - ##' - ##.##' or ##./ ) ® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREMSED DATE B8. FLOOD ZONE(S) Zone AO, use depth of (boding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevaton (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Detemvned ® Other (Describe): Development Engineering Flans B11. Indicate the elevation datum used for the BFE in 69: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO 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 Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 15. 7 ft(m) - o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) 00 o d) Attached garage (top of slab) 15. 4 ft(m) E 1 Q o e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area) 15. 1 ft.(m) AC Service E o f) Lowest adjacent (finished) grade (LAG) 14. 8 ft.(m) Z . o g) Highest adjacent (finished) grade (HAG) 15. 0 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) . Professional Surveyor and Mapper No. 6030 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. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME Darae L Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZJP CODE 769 Douglas Avenue Altamonte Springs FL 32714 DATE TELEPHONE Old y 8-20-04 407-788MM FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number - 185 VENETIAN BAY CIRCLE CITY STATE ZJP CODE I Company WC Number ISANFORDFL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Note: Item C3 a on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or 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 (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys floodplain management ordnance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best of my knowfedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZJP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) August 20,2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 79 Venetian Bay, 185 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 185 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 79, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, 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, Herx & Associates Inc. C O-A-<3j 1 Darae L. Przemieniecki , P Associate Vice President DLP/bb Herz 4* .18aociateB Inc. Land Surveyors 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 Surve L 1 NE BEARING D I SYTANCE L I S 00°00'17-E 50.00' L 2 N 00w00'17-W 50.00' LOT 76 LI LOT 79 B' GRADING 5.700 SO. FT. N LOT 78 88.87' O O N P.C.P. CITY OF SANFORD O O 15.3' COv. n S' O O p, PAT 10 r\ 24.7' NASSAU I - 1561 ELEV. 'A. B. C 6 D' SINGLE FAMILY RESIDENCE Z W FIN. FL. ELEV:15. 7 3 W, o LOT 80 Q v U 6.3' 'n Ln n LO o pi " o o U t ap 14. c Z 19.3, N o u, 'n n Ln ,n 0.4' 0. 4CILEL S 00-00.17-E - 273.87 REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT -F - PRIVATE ROADWAY LEGAL DESCRPTIM. Lot 79. " V E N E T I A N BA Y occordng to the plot thereof as recorded in Plot Book 63. at pages 84 - 88 of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X' according to the Flood Insurance Role Map Cornmunity Panel Number 120289 0035E.Doted 04117195. City of Sanford Canmuni y Number 120294) Flood Zone determination was performed by graphic plotsnq from Flood Fuurance Rote Mcps provided b FEMA. No field slrveyng was perfoormed by this Frm todetermnetheZone. L exact zone location can only be determined by on elevation study. We ossame no responshlty for actual (loocig condtions concerning this parcel General Notes: rf 1. This is a BOUNDARY Survey performed in the field on d -,6/ Legend SETBACKS: Front 25' Rear 20' Side 5 ' Corner 15' Mnmum Lot Width 50' v.C--P0— Note: Becrngs shown hereon are referenced to the CIL of VENETIAN BAY CRCLE as being N 00-0077-W. Vertical doturn is based on NGVD per Engineering construction plans by Ned H i l l e r Engineering. Inc. Job Number 2001 . 2. No aerial, surface or subsurface utility Installations, underground improvements or Temporary Benchmark subsurface aerial encroachments, it any, were located. assumed datum) 3. Building ties shown are to the exterior unfinished foundation surface or formboard. Bow Back of sidewalk 4. Elevations shown hereon, if any, are assumed and were obtained from approved C L Centerline Construction plans provided by the Client unless otherwise noted, and are shown a Central or (Delta) Angle only to depict the proposed or actual difference in elevation relative to the assumed CALL CB Calculated Chord Bearing temporary Benchmark shown hereon. co Chord 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument Rights -of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) Public Records has been made by this office. FINAL EL. Elevation (Measured) 6. The legal description shown hereon is as furnished by client. FD. Found 7. Platted and measured distances and directions are the same unless otherwise noted. Fin.Fl. Elev. P. Finished Floor Elevation 8. Copies of this Survey may be made for the original transaction only. I I.R. Iron Pipe Iron Rod Denotes % • iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length M.-iron rod with red plastic cap marked 'Witness Corner" unless otherwise noted. LB Licensed Business O Denotes P.C.P. (Permanent control point) I.S. Lend Surveyor Denotes Permanent Reference Monument Mea Measured 2004 Herx d Associates Inc. All rights reserved N/D(NdD) N R Nod and Disk Not Radial aS Onset O.R.B. Official Records Book PB Plat Book PC Point of Curvature PCC. Point of Compound Curvature P.C.P. Permanent Control Point PG. Pape P.R.M. Permanent Reference Monument P/L Property Line P.O B. Point of Beginning P.O C. Point of Commencement P 1. Point of Intersection PRC. Point of Reverse Curvature PT. Point of Tangency R Radius RAD Radial Line RES. Residence RAN Righf-of-Way TBM Temporary Benchmark TYP Typical Fence symbol (see drawing) X—X- Fence symbol (see drawing) Cornficatron: Not valid without the signature and tho original ralsod seal of a F rid conned Surveyor and Mapper Drown b y : CAI This u y eats the requirements of the Florda Min um Technical Checked b y : OP OAS. nlain`dinChapter6 Gf7-6FIo a dministrativeCode Prepored For: MORRISON Job Number: 02-017-02 r Seal• 1'• JO' Plot Alen performed: 01-12-04WJ!!am , Florida Registered L rid urveyo No. 3182 F o u n do t i o n Survey: 04 - 07 - 04 Darae L Przemieniecki. P S.M. Registered Surveyor an Mapper No, 6030 Final Survey: 08 - 04 - 04 William R. Herx, P S.M. Registered Surveyor and Mapper No. 6092 AUG 0 5 2004 Revisions Herx d Associates Inc.. State of Florida LB 4937 11 1---is FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: NASSAU 1561 n Builder. MORRI ON S/ MT. D Address: /p / C Permitting Office: City, State: , Q Permit Number. Owner. rnoulso o Jurisdiction Number. Climate Zone: Central 1. New construction or existing New _ 2. Single family or multi -family Single family 3. Number of units, if multi -family 1 - 4. Number of Bedrooms 3 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 1561 ft' 7. Glass area & type Single Pane Double Pane _ a. Clear glass, default U-factor 252.0 ft' 0.0 ft' _ b. Default tint 0.0 ft' 0.0 ft' _ c. Labeled U or SHGC 0.0 ft2 0.0 fl' 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A a. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attie b. N/A a. N/A 11. Ducts a. Sup: Una. Ret: Una. AH(Sealed):Garage b. N/A R=0.0, 188.0(p) A. _ R=4.1, 1474.0 ft' _ 11=11.0, 268.2 ft' _ R=30.0, 1666.0 ft' Sup. R=6.0, 1.0 ft _ 12. Cooling systems a. Central Unit b. N/A a. N/A 13. Heating systems a. Electric Heat Pump b. N/A a. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Hent recovery, Solar DFLP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, FIF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.16 Total as -built points: 23166 PASSTotalbasepoints: 24142 I hereby certify that the plans and specifications covered by this calculation are in complianc with the Florida Energy Code. PREPARED BY: DATE: AVOZ/ 0 I hereby certify that this building, p d signed, Is in compliance with the Florida E de. OWNER/AGENT: DATE: 111G Cap: 36.0 kBtu/hr _ SEER: 12.00 Cap: 36.0 kBtu/hr HSPF: 8.35 Cap: 50.0 gallons EF: 0.86 PT, Review of the plans and specifications covered by this oQTl ssr 0, calculation indicates compliance s U. "s 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: COO WT, O E.,> I EnergyGauge® (Version: FLRCSB v3.30) ' ' OF Swv U+s •w% 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 Omt Len Hgt Area X SPM X SOF = Points 18 1561.0 25.78 7243.7 Single, Gear NE 1.0 5.0 9.0 47.10 0.95 404.1 Single, Gear NW 1.0 11.0 28.0 40.72 1.00 1136.2 Single, Gear NW 7.0 5.0 14.0 40.72 0.60 340.9 Single, Gear SE 9.0 9.0 38.0 61.07 0.51 1188.1 Single, Gear SW 1.0 7.0 38.0 56.99 0.98 2129.8 Single, Gear SE 9.0 14.0 64.0 61.07 0.61 2381.8 Single, Clear SE 1.0 11.0 32.0 61.07 1.00 1953.3 Single, Clear NE 1.0 5.0 13.0 47.10 0.95 583.7 Single, Clear NE 1.0 6.0 16.0 47.10 0.97 731.7 As -Built Total: 252.0 10849.6 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 268.2 0.70 187.7 Concrete, Int Insul, Exterior 4.1 1474.0 1.18 1739.3 Exterior 1474.0 1.90 2800.6 Frame, Wood, Adjacent 11.0 268.2 0.70 187.7 Base Total: 1742.2 2988.3 As -Built Total: 1742.2 1927.1 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Wood 34.0 7.20 244.8 Exterior 34.0 4.80 163.2 Adjacent Wood 18.0 2.40 43.2 Base Total: 52.0 192.0 As -Built Total: 52.0 288.0 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1666.0 2.13 3548.6 Under Attic 30.0 1666.0 2.13 X 1.00 3548.6 Base Total: 1666.0 3548.6 As -Built Total: 1666.0 3548.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 188.0(p) 31.8 5978.4 Slab -On -Grade Edge Insulation 0.0 188.0(p 31.90 5997.2 Raised 0.0 0.00 0.0 Base Total: 5978.4 As -Built Total: 188.0 6997.2 INFILTRATION Area X BSPM Points Area X SPM Points 1561.0 14.31 22337.9 1561.0 14.31 22337.9 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeVFlaRES2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , . , PERMIT #: BASE AS -BUILT Summer Base Points: 30332.1 Summer As -Built Points: 32953.9 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) 32953.9 1.000 1.087 x 1.150 x 0.95) 0.284 0.950 10564.6 30332.1 0.4266 12939.7 32953.9 1.00 1.188 0.284 0.950 10664.6 EnergyGauge"' DCA Form 600A-2001 EnergyGauge&FIaRE52001 FLRCSB v3.30 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 Omt Len Hgt Area X WPM X WOF Points 18 1561.0 5.86 1646.5 Single, Gear NE 1.0 5.0 9.0 14.70 1.00 132.4 Single, Gear NW 1.0 11.0 28.0 14.97 1.00 418.8 Single, Gear NW 7.0 5.0 14.0 14.97 0.99 207.7 Single, Gear SE 9.0 9.0 38.0 10.59 1.49 600.9 Single, Gear SW 1.0 7.0 38.0 11.59 1.01 442.9 Single, Gear SE 9.0 14.0 64.0 10.59 1.28 865.6 Single, Gear SE 1.0 11.0 32.0 10.59 1.01 341.3 Single, Gear NE 1.0 5.0 13.0 14.70 1.00 191.2 Single, Gear NE 1.0 6.0 16.0 14.70 1.00 235.3 As -Built Total: 252.0 3436.1 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 268.2 1.80 482.8 Concrete, Int Insul, Exterior 4.1 1474.0 3.31 4871.6 Exterior 1474.0 2.00 2948.0 Frame, Wood, Adjacent 11.0 268.2 1.80 482.8 Base Total: 1742.2 3430.8 As -Built Total: 1742.2 5354.3 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Wood 34.0 7.60 258.4 Exterior 34.0 5.10 173.4 Adjacent Wood 18.0 5.90 106.2 Base Total: 52.0 245.4 As -Built Total: 62.0 364.6 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1666.0 0.64 1066.2 Under Attic 30.0 1666.0 0.64 X 1.00 1066.2 Base Total: 1666.0 1066.2 As -Built Total: 1666.0 1066.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 188.0(p) 1.9 357.2 Slab -On -Grade Edge Insulation 0.0 188.0(p 2.50 470.0 Raised 0.0 0.00 0.0 Base Total: 357.2 As -Built Total: 188.0 470.0 INFILTRATION Area X BWPM Points Area X WPM Points 1561.0 0.28 437.1 1561.0 -0.28 437.1 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeQftRES'2001 FLRCSB J3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #. BASE AS -BUILT Winter Base Points: 5594.7 Winter As -Built Points- 10254.2 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) 10254.2 1.000 1.078 x 1.160 x 0.95) 0.409 0.950 4730.2 5594.7 0.6274 3510.1 10254.2 1.00 1.188 0.409 0.960 4730.2 EnergyGaugeTM DCA Form 600A-20D1 EnergyGaugeO taRES'2001 FLRCSB v3.30 6 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #. BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 12940 3510 7692 24142 10565 4730 7871 23166 PASS EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeNFIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area* .5 cfnVsq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.12.2 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 606.1ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shaft, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Futures 606.1 ABC.12.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, Installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Mufti -story Houses 606.1.ABC.12.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1ABC. 1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. 6A- 22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded bv all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6.12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Duds 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 600A-2001 EnergyGaugeOFlaRE52001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor Brea (W) 7. Glass area & type Single Pane a. Clear - single pane 252.0 ft' b. Clear - double pane 0.0 fi' c. Tint/other SHGC - single pane 0.0 fl' d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A o. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A o. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Scaled):Garage b. N/A New _ 12. Cooling systems Single family _ a. Central Unit 1 _ 3 _ b. N/A Yes _ 1561 ft' e. N/A Double Pane _ 0.0 fl' _ 13. Heating systems 0.0 ft' _ a. Electric Heat Pump 0.0 11' _ b. N/A R=4.1, 1474.0 ft' _ R=11.0, 268.2 fl' _ R=30.0, 1666.0 W Sup. R=6.0, 1.0 fl _ c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicatcd heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT-Programmablc The.. 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: 36.0 kBtu/hr _ HSPF: 8.35 Cap: 50.0 gallons EF: 0.86 PT, _ NOTE: The home's estimated energy performance score is only available through the FI-41RES computer program. This isAW a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE Ene gyStar 'designation), 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 edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityAf)'airs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.30) RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET. LAKE MARY. FL 32746-6208 Phone: (407) 831.2885 Procedure A -Winter Infiltration HTM Calculation" 1. Winter infilhation AVF 0.80 ach x 14998 ft3 x 0.0167 = 200 cfm 2 Winter itfltration load 1.1 x2W cfm x 32 °F VVrderTD = 7039 Btuh a mtber intitration HTM 7W9 BUh / 304 ft? Total window = 23.2 Btuh/[F and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer itfitiation AVF 0.40 ach x 14998 ft3 x 0.0167 = 100 cfm 2 Summer inibation load 1.1 x 100 cfm x 18 °F StinrrterTD = 1980 Btuh a Summer i aration HTM 1980 Btuh / 304 ft2 Total window = 6.5 BtuhfiF and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moistd'rff. x 1OD cfm = 2949 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sing load Sensible ventilation load 1.1 x 50 cfm vent x 18 °F SZmrErTD = 990 Btuh Sensible load for structtue (Line 19) + 25115 Btirh Sum of ventilation and shxture bads = 26105 Bhuh Rating and temperature swing mubp6er x 0.98 Equipment sizing load - sensible = 25583 Bhrtt 2 Latent sizing bad Latent ventilation bad 0.68 x 50 cfm vent x 43 grAb moistd'rff. = 1474 Bhih Internal bads = 230 Btuh x 5 people + 1150 Btuh Infibation bad from Prooedure C + 2949 Btuh Equipment siring bad - Went = 5573 Btuh Construction Qualdy "s: a No. of Replaces is: 0 Bold/ilalk values have been manually overridden Printout oertilled by ACCA to meet all requiements of Manual J 71h Ed. C wrrght5ofi< Right -Suite Residential- 5.5.08 RSR28013 EAFiles1MORRISON 200211581 NASSAUInassau.rsr 2002-run-oe 09:03: 30 Page i RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32748.8206 Phone: (407) 831-2885 fi.,:• ti 1 17 Design Information weather: Winter Design Conditions Outside db 38 OF Inside db 70 OF Desk TD 32 OF Odan AP, FL , US Heating Summary Buildinmgg heat loss Ventilation air 34621 50 Btuh cfm Ventilation air loss 17M Btuh Design heat bad 36381 Btuh Infiltration Method t ton quality Fireplaces Si rilAied Average e Area (ft2 Headngwa Cool' 2 Volume n 14998 14998 e00i 00iv. AAVF (cfimqj 200 00 Heating Equipment Summary Male TRADE Trade Efficiency Heabrig Heaa" outputo eise A. ctualTteah gfan Heating air flow factor Space thermostat 7. 7 HSPF 0 Btuh @ 47-F 0 OF 1200 cfm 0. 035 dm136uh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture dlfferenoe 43 grAb Sensible Cooling Equipment Load Sizing Structure 25115 Btuh Ventilation 990 Btuh DDesignntte rature swig 3.0 OF am 9 0.98 Tequip. 25583 Bluh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 2949 Btuh Total latent equip. load 5573 Btuh Total eouixnent bad 31156 Btuh Req. capacity at 0.709b SHR 3.0 ton Cooling Equipment Summary tt'"^ Efficiency 121 EER Sensible CoolLatentcookig 1WW Btuh Total cooing 35500 Btuh Actual coo fan 1200 cfm Cooling air flow factor 0.048 dmBtuh Load sensmle heat ratio Bold/italic values have boon manually overridden Printout certified by AMA to meet all mquuernerds of Manual J 7th Ed. 82 % Wrltg; ht501t Right -Suite Residential- 5.5.06 RSR28013 2002Jun-08 09:03:30 ACCA E:% Files\MORRISON 2002%1581 NASSAUInessau.rsr Page 1 RIGHT,J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32746-6208 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 BTH 2 a n nw a C in 0 in 1 1 90 1.0 1.0 1.0 4.0 62.4 9.0 0.0 BR 3 a n sw a C n 0 d 1 1 90 1.0 1.0 5.0 6.0 47.4 28.0 0.0 FOY a n sw a C n 0 n 1 1 90 1.0 7.0 1.0 4.0 76.4 14.0 14.0 DIN LAUN KIT NOOK a n ne a c n 0 d 1 1 90 1.0 9.0 3.0 6.0 39.4 38.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 38.0 4.0 LIV b n ne a C in 0 d 1 1 90 1.0 9.0 6.0 8.0 39.4 64.0 0.0 M BR a n ne a c n 0 d 1 1 90 1.0 1.0 6.0 5.0 39.4 32.0 0.0 M BTH a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 4.0 39.4 13.0 0.0 DEN/STUDY a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 wnghtsoft Right -Suite Residential- 5 5.08 RSR26013 2002-Jun-o6 09:03:30 E:XFiles%MORRISON 200211561 NASSAUtnassau.rsr Page 1 PG}ITd WORKSHEET ntire Ouse DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET, LAKE MARY. FL 32746-8208 Phone: (407) 831.2865 mwv,[ imm 1 3redmm ErtieHaase 6fH2 ER3 FOY 2 Lerghdarposedmd 18B0 R 6011 380 ft 150 11 3 Room d,asb 6.0x 140 R 150 x 130 R 80 x 80 fl 4 Cei+gs OYUOtion 98 fl Ieeibod d 94 R hMtb3d 94 R h3lked 120 R i heattod TYFECF CST HTM Area Lmd(A Prey Loadrn A. LwdpLn Alm LowW) E>q:c8LFr= IND I Chi On H9 09 011 RD I p9 011 Fig C19 M Htg I ps 5 Goss a 143 4 21 1547 5E— 357 96 6Qnaed to1M 2 l.E c— 0 web and c 13C 3 1. 84 s d Q 0 0 e Q 0 0 f 0.0 0 6 W daysard a 1C 37c 1 m 2B 1035 14 517 Glass dots to 8C 37. 238i 0 0 0 0 Hwlru c 9A 29S 0 0 0 0 0— d 0 0 0 0 0 0 0— e Q 0 0 0 0 0 f Q 0 0 0 0 0 7 Wdomard Nom 27. 1 43i 14 412 gass doors NEMW 40 1 6984 562 0 0 Cbdrg ENV 0 0 0 c 0 SEGN 47. 29M 0 1 0 0 Sodh 0 0 0 0 0 Horz 0 0 0 1 0 8 Clherdous a 10D 14 9 5M 335 0 0 34 to10D 14 19. 1 295 179 0 0 0 0 to Q 0 0 0 0 0 0 0 9 NA a 14B 4 21 1251 5B12 25W 21 99 329 1517 48 221 eP oead to12v 2 1 0 0 0 0 0 0 0 wabard c In3 1. 845 314 0 0 84 295 pertbors d 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 f Q I0 0 0 0 0 0 10 Ueifrgs a 1® 1 2 laE 30 37M 84 i1c 187 196 331 434 64 109 1 b 0 1 0 0 0 0 0 0 0 0 c 0 0. 0 0 0 0 0 0 d 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 If 0 0 0 0 0 0 0 0 0 11 Floors a 22k 259 0 18E 4373 0 6 18E 0 a gm 15 3® 0 Nxe" room b oc 0 c 0 0 0 c 0 0 0 0 0 0 0 oc c1c 0 0 0 0 o 0 c 0 0 Is d 0 c1c 0 0 0 c 0 0 0 c 0 0 for dab e 0 c Q( 0 0 0 c 0 0 0 1 0 0 lbws) f Q oc 0 0 0 0 0 c 0 0 12 Iriiramon a 61 M. 7CM 193] 9 21, 59 29 649 11K 43 1111 31 13 9t3otal bss-- +11+12 31473 10w 4516 3112 Less atmE l hNrg 0 0 0 Les ha Eb 0 0 0 Hmtrg redsbb" 0 0 0 14 Du t loss 1 3147 10H 10E lom 432"" 100A 311 15 Total Ices=13+14 34921 1163 439 3424 16 Irt galr s Peope @ 31 15CD 0"" 0 0c 0 0 Arrd 131) 18M 0"" 0 c0 0 17 Slott RSH g3rF7+8..+12+967832 9m 7521 142 Less edErrdmdrg 0 0 0 Less harsfa 0 0 0 Cbofrgredshitolm 0 0 18 Dud gain 1 2293 10K 90 Th 232. 1 140 19 Tdd RSH g3rt-(17+18)-PLF TOD 25115 TOD 5 100 100 15Q IMI ed Aimgi(cm 12MI 120J I I 4B 1 174 1 1 1191 7 PmW w9ed by AWA bo nyd al mqummerlls Of MMUEd J Th Ed. n/ rrrj"t:!!r Right -Suite Residential"' S.5.08 RSR28013 2002-Jun-OB 09:09:90 E:\ Files%MORRISON 2002\1581 NASSAU%nossau.rsr Page 1 RIGkITd WORKSHEETPGOuse r DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET. LAKE MARY. FL 32748-8200 Phone: (407) 831-2865 MPIVJAL-J fulta 1 Name drown DH LA1 N 10T NLOCK 2 L0j;lhd8gmBdvLd 80 R 180 R 120 ft 200 R 3 Fd=Cln b 160 x 150 R 110 x 70 R 120 x 11.0 1t 110 x 11.0 ft 4 Ceitgs CondLQilcn 100 ffeefkod 94 ft heatibod 94 R ft bod 94 R t3eUbod TrFECF CST HTM Area WadW) Arm Lmdpin Area LcadpLh) A. LoadW) Dq:CGLJ;r= PG HtU C lg R 40 C19 M 49 1 Clg ftl FV Clg ftl hlg I C1g 5 G rces a 143 4 E 21 c""41— 113 188 f used b 12C 2 1 E c— 0 0 welserd c 13C a 1. 1 0 P b d 0 0 0 e 0 0 0 6 VWC13r and a 1C 37 0 0 76 280) 9wm doors b 8C 37. 0 0 0 Haathg c 94 29 0 0 0 d 0 0 0 0 0 0 0 e 0 0 0 0 0 0 f 0 0 0 0 0 7 VVrd card North 27.4 4 81 Bass doors hEMW 40 0 c"" 0 C 39 1497 Cmrru FNV 0 0 c0 0 SE&V 47 0 0 c 34 1612 SDJh 0 0 0 c 0— 0 Horz 0 0 c"" 0 c 0 8 0herdmm a 1CD 14 9 0 0 0 0 0 0 b 1CD 147 9 0 0 18 179 0 c 0 0 c 0 0 0 0 0 0 c 0 0 0 9 m a 143 4 21 0 0 21 97 113 112 516 231 e osed b 12C 2 1 0 0 0 0 0 0 0 weir and c 13C 3 1. 22 94 1 122 0 0 0 s d 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 f 0 0 0 0 0 0 0 0 0 10 Ckifrgs a 16D 1. 2 407 534 131 171 132 121 X5 b 0 a 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 d 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 f 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25 0 237 0 1 0 1 3" 2) 518 0 Note: room b 0 00 0 0 0 0 0 c 0 a 0 0 0 0 0 0 0 5 d 0 0 0 0 0 0 0 0 fordeb e 0 0 0 0 0 0 0 0 0 0 fbors) f 0 0 0 0 0 0 0 0 0 0 12 Irtilydhon a 23 6 0 0 18, 417,117 C, 0 c 76 176) 495 13 SithDWbss*«8.+11+12 8% 18K 10E6 Lessee rrdha&g 0 0 0 Less barEb 0 0 0 Heating redtffil 0 0 0 14 Dud loss 1 ICFA 1EL 1 lc5 100A 581 15 Tandl bss =13r14 9m 2D5 1160 16 Irt gyis FPeOPIe 30C 1"" 30D c"" 0 0 0 Arri 1 1 eco1 12000 17 SLdAR5Hg-7-R+12r 6 SE 121E 172E 4185 Less hm dii3 0 0 0 omg redotbon 0 0 18 Duct gain IN 93 1 129 1 lz 1 419 19 Tc1al RSH cp(17+18)'RF 1 lco 100 1411 1.0D 1 1 CD Air regJred Pq 33 49 68 91 221 I2) Pry W cwded by ACCA to meet al mquvemenls of Manual J Ah Ed EGA 1'89htS4CRight-Suite Residential* 5.5.08 RSR26013 2002-Jun•06 09:03:30 AGG EAFlles%MORRISON 2002/1561 NASSAU%nassau.rsr Page 2 PQ)iTd WORKSHEET nt re ouse DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET. LAKE MARY. FL 32748-8208 Phone: (407) 831-2665 MPIV.X+L.A /Ul m 1 N3redrocm UV MER M8TH CENGRDY 2 Lergtdoposedvwd 140 R 340 R 120 R 110 R 3 R ocmchrts Eids 150 x 150 R 150 x 1a0 R 120 x 140 R 11.0 x 150 R 4 Ceigs Oxxt O:l n 110 hedbod 9A R IffiAnd 9.4 R heBAnd 94 R FedAvd TYPEa= CST FITM Area I U d(ELtt) Area Load(R3A Area Lmd(8ttt) A. LodPL" D NO Ht@ I ag R9 Ft9 a9 M KA 1 a9 R') Fig ag F,9 1 09 5 Gross a 143 4 E 21 113 103 b 12v ZE 1 154 0 wamb c 13C all 1. a. 0 par6bors d oc 0( c"" 0 e Q 0 0 0 f 0 0 0 0 6 V*d3Asatd a 1C 37. 0 S 1183 1 16 591 gmdm b 8C 370 m 0 0— 0 0— HOWO c 94 M. 0 0 0 d Q 1 0 0 0 0 e oc c 0 e 0 0 0 f 0 0 0 0 0 7 V*damard North 27. 0 c— 0 c—c 0 0 glass doors N=MW 4a( 2522 x— 1281 1 512 16 631 Ccoarg EW Q 0 0 0 c 0 cESN 47. 0 c"" 0 0 Sodh a 0 c-- 0 c 0 o 8 CUterdoor9 a 1CD 14 9 0 0 0 0 0 0 0 b 1m 14 9 0 0 0 0 1 0 0 0 c 0 0 0 0 0 0 0 0 0 9 N3 a 143 4 21 91 415 185 29E 1320 592 10 4E0 20E 67 403 180 ep-d b 12C 2 1 c c 0 0 c 0 0 0 c 0 0 0 wells and c 13C 3 1.11 c 0 0 0 0 0 0 c 0 0 pertbors d 0 0 0 0 c c 0 0 0 c 0 0 e 0 0( 0 0 c 0 a 0 0 0 f 0 01 0 0 q 0 c0 0 0 01 10 Cargs a 16D 1. 2 22E 332 501 19 331 434 161 M5 374 165 28) 357 b 0 c 0 c 0 0 0 0 0 0 0 c n a 0 0 0 0 1 0 0 0 d oc 0 c 0 0 c 0 0 c 0 0 e a oc c 0 0 c 0 0 c 0 0 f oc oc 0 0 c 0 0 c 0 0 11 Floors a 22A 259 0 1 363 0 34 601 0 114 311 11 2E hbte. room b oc 0 0 0 c c 0 c 0 0 0 0 c Q Q 0 0 0 0 0 0 0 ts d 0 0 0 0 0 0 0 0 0 for dab e 0 0 0 0 0 0 0 0 fbas) f 0 0 0 0 0 0 0 0 0 12 Irf1rabon a 23.2.6E 1462 417 32 741 2 B 13 301 EE 16 370 104 13 SttbW bs5-6+fL+11+12 51V 40 1837 193) Lem edrnE#haso:g 0 c"' 0 0 Less tra Gb 0 c"" 0 0 Hes"nadstibrbon 0 0 0 14 Duct loss Im 501 ION 4E"" lcm 184 100A 193 15 ToW bm=13a14 2021 21M 16 Irt gam pbooe @ M) 1 0 And a13D 0 0 0 17 SlIdR5+ Hg*F7 +126 Ilm 2195 1282 Less ewrd codrg 0 0 0 Less b x Eb 0 0 Cookgred bon 0 18 Chid gan 1 492 1 2m 1 11 1 128 19 Tc W RSH g#F(17+18)13LF 1m 4977 1.00 3075 1.00 1 TOD 1410 Airregied ( dirt) 191 238 1 147 74 PmW m6fied by ACCA b neat al req mTo is of M mLEdl J 7th Ed f- Right -Suite Residential- 5.5.06 RSR26013 2002-Jun-06 09:03:30 EAFiles% MORRISON 200211561 NASSAU%nassau.rsr Page 3 3' bethli to rcoF fan t' both to roof 3' both to rooF a/fan hb6t have a rdnkqun Clearance, of IF v M.0 urvund tha dr handler per the State Ergryy code. All duct has an r=6 Insulothon value. Rating m U0 o N (U N C7 O C Coo I w I cu CuC, 0 F• j ,6 I U1 41 070 in Ul c 1 O 3 i T d L i UI CO 0LUl (ll z z oJ > o } N CO w > z o z c w 3 a J O O Q m mELJ(n00 13 ro ONE BY MOW Slam As REo SEE NOTES) BUCK BY OTHERS I BUCK WIDTH 1 1/4' MIN. / 1INSTALLATIONANCHOREMBEDMENT ONE BY WOOD 3/16' DIA. TAPCON r- SHIM AS REO'D DUCK BY OTHERS SHOWN 1/4' SHIM I (SEE NOTES) FLANGE TYPE SPACE MAX CAULK BETWEEN WNDOW CAULK BETWEEN WINDOW FRAME FLANGE k WOW BUCK MASONRYBUCKOPENING JAMB G OCONCRETERMASONRY CONCRETE OR BY OTHERS OPEnTNc MASONRY OPENING BY OTHERS BY OTHERS G INSTALLA110N EXTERIOR d 1 1/4' MIN. 3/6R DIA FINISHTNIOOTHERS p • EMBEDMENT 4 TAPCON SHOWN PERIMETER CAULK BY OTHERS GW( BETWEEN WOW BUCK i PERIMETER CAULK WINDOW WIDTH MAS'Y OPENING BY OTHERS 1/4' SHIM BY OTHERS SPACE MAX. E OR CAULK BEf1Y N RIOR WINDOW FLAN FIN WOW BUIX FINISH FLANGE TYPE SECTION 2 BY OTHERS WINDOW FRAME HEADER WINDOW WTH. Og rA B ic WINDOW SUCK D EHEIGHTHEIGHT FLANGE TYPE SILL STOOL / K Z WINDOW FRAME BY OTHERS SILL WINDOW PERIMETER CAULK HGT. F G BY OTHERS H Q a Q CAULK BETWEEN WINDOW FLANGE PRECAST SILL WITH %%A-KEM PRECASR SILL 116 ADHESIVE CAW( OR BY OTHERS APPROVED EOUAL SECTION 1 CFNDW NOTES, 1) SHM AS REO.0. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. OALLWAdE SWM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL.'ALUMINUM ALLOY 5061 3) USE LATEX CAULK BEHINDBEHINWINDOWFLANGE AT READ III WNBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 110 ADHESIVE CAUL( OR APPROVED COWL 4) APPLICATION OF VUXIM Ili ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFAOUREIF3 REWMMENDAMONS. 5) USE LATEX GULL( FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REOUIRENENI5 OF A51W E1300 GLASS CHARTS. SINGLE GLAZING 15 SHOWN, INSULATING GLASS 5 AM OUALFIED. 7) GENERAL ALUMINUM'S I4w SERIES SINGLE HUNG IS SHOWN. THIS PRIM ALSO APPLIES TO THE 154 INSULATING CLASS SINL'LE HUNG SERIFS. 1'f, ELEVATION VIEWED FROM EXTERIOR w M. !TR-kL FLORMIL bULNUFA0'I1UFS,LR NAa ERAAVtAIA] vM u A QIrpR M .TA A COMPARATIVE ANALYST ON CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WwTH/HDGHT EXTERIOR INTEFOOH HEAD JAMBS 12 1/ ,n . 21 x 99 B F.G FJ: 1311InX >s Sn 7 78 51B F, G 14 11 1/8 X SD us51 x a er.c 1444 11 1/1 x x M x 52 B F,G 14451111,X 55 SA 52 4545 S F,G 15 I111 1n X 53 19 A x» w 40 1 rc 1 IH31n . 2e In z 3e xn 51 51 e aF.c F,G IH4 21 In %'A M 44 M Be F,G 1 H4+4 21 1n X x VB 42 42 41a F,G IH445241n % 55 1N 41 40 e F,G IH5 Ims26 to X u i IA X 72 40 404pI G 30 to 1 26 w M e F,G 3w 30 In X 31 3/1 50 4040 a F.G 3Qx4 3OX4+4 30 In % N 30 X x 40w a F,G 11 1N 5540 40e F,G 30%4+5 30 1/311/1 4040 B F,G 3= 5 30 In x 63 u 2337 It>s 2n 1 4040e ac F,G 24 37 % 50 N w w F.c F,CC 24+4 37 X x Xn 4040 B aF,C 2M5 2537 X 55 6n 37 x 13 4040 w 40 a F.G.HA 26 37 X n 40 w F 41126 4ou48 % 26 4a x 38 Sn 48 w46 wB Br,c F.G 4850 4a X 50 5n 4040 a BF,G F.G.HJ 44+1 4a4+ 5 4a X x N b % S, N 4040 40 40 FAA 4a13 4e X •T w w B F.GIU 32 1/1 x i 45 U e F.G F.G 33SJ1nx >s 3A 40 40 wa eF.GHJ s< W ,n z 50 11n w w40 B F.G.HJ 34+ 4 344553 1n % x 1/1 53 1n X 55 1N w 40 B f.GHJ 35 53 1/1 X 3 40 40a F,GHJ a 53 1 X 72 w 40 e FAKI I) WHERE WATER RESISTANCE TEST REDAMCENT OF 152 OF DESIGN LOAD APPLES. POSITIVE D6CIH LOADS WILL BE U10TE0 TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 9.0 PSF AOHEV'iro IN TEST. 2) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA TAPCCN ANCHORS OF SUFFICIENT LEMON TO PROVIDE MILL 1-1/4' EMBEDMENT WTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 4) INSTALL A SCREWS OF SUMCIENT LENGTH TO RRONDE 3/4' YIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER ACTOHT APRJED INSTALLATION HOLES 5) E DUCT WINDOW SZE IS NOT USTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT M LOEASEE, FOR THE APPROPRIATE DESIGN PRESSREOro. ID)1 V. Oa.F ILL • Card1 L . D.5o., T3 75MI ouzo 1I® v11o. ASSEMBLY DRAWING SERIES 1440/ 1540 ML SINGLE HUNG WINDOW pA4N x1 t)4RL A /U42 BB N A _ OZ T!/ OZ DATE m aHsoH n Ea >za 10126Ot B GEN 0012 PREPAI1m R PImOUR ¢ DINOLQ.R CID"- 230 DMCR-TWO A. PKY. SWTE 25G E,"O.. FLOW. 32746 P1,016 40/ 105-0L3 rM .07 UM-03M BUCK BEIM[N wfi00BU\ CK • $ O'ENOPENINGBT OTHERS ONC BY WOOD BUCK BT OTHERS CAULK BFLANGENDOwRANGE a, WODD BUCK 7 STUCCO) BY OTHERS PERIMETER CAULK J BY OTHERS GLAZING — WINDOWHEIGHT EXTERIOR i I I REM IWE ER CAULK Br OTHERS INSTALATION ANCHOR 3/16. OIA TAPCON BUCK WORM Swu SPACE SHIM AS REO'D CpICRE TE OR MASONRY OPINING SEC NOTES) EMBEDMENT BT OTHER$ yaY AS REUD FLANGE TYPE WINDOW FRAME a CALK BETWEEN SCE NOTES) JAMB w000 BUCK k Q YA$'T ORCNING BY OTHERS F/'// OL -ZING INSTALLXTION —1101 11 J 1-1/.- EMBEDMENTMin 3/16' CIA TAPCON 0 1/.- MAY ONE BT MOOD SHIM SPACE EYTERBOR BUCK BY OTHERS CAULK EITI.EN PERIMETER CAULK wNDOw SLANG[ BY OTHERS WOOD BUCK WINDOW MpiH \— CONCRETE OR MASONRY OR[ MING FLANGE TTPE BY OTHERS DO. FRAME SECTION 2 Trucco rZ COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPCOr. ANCHOR SIZE (INCHES) CAPACITY IN PST• LOCATIONS MDT-/KEICHT EXTERIOR INTERIOR MEAD I JAMBS 12 Y EO 0 5S 0 [,F,G 17 72 40 56 C D.0 F.G 16 16 0 106 C H 1 21 A 15 0 69 A. nJ 2. A 2. 0 S5 A.B r,L 2• x 30 0 s s r.G 24 x 36 0 0 A.B f.G 7. e 0 40 A.B D E,F,G 2. I-0 40 0 A OEr,c 2. a 772 0 0 A37 D.Cr.G 37 e 0 D A.B 0 E,r,G 36 = 40 0 8 O.E T,G 36 e 0 0 A. 0 E.r.G i 71 0 A.B D C r,G 6e A 00 0 B D,C.r,G 6 e 0 0 A B D,C.F,G ie 60 0 AB 0Er.G 64Y 24 00 0 A. F.G 72 Y 3e 40 0 AA F.G 72 Y 60 0 0 A.B 0 C r,G 73 x 16 40 40 A.B nJ FADER B OTHERS CENT>rRLut•'AL F LpO REDA B.O. A.F. yFy BUCK WINDOW Ay AC lJRER NAM: HEIGHT WTH. FLANGE TYPE W.00w rRAuE SILL 0 4 a GJQ F R PrL- A LA7 r1l I N U H ffI N MASTER FILE # A C I)) SHIM AS EO'D. A7 FAIN INSTALLATION ANCHOR MIN 10A0 BEARING SHI4 MAX µLOW ABLESR 2DWINDOWFRAMEMATERIALALUMINUMALLOY6063 USE LATEX CAULK BEHIND w DDN, FLANGE AT HEAD & JAI.IBS SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKELI 116 AOHESnE CAULK OR APPROVED EOUAL. APPLICATION Or VIAKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT 2 MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) CLASS THICKNESS ANY VARY PER THE REOUIREuENTS Or ASTY E1300 GLASS CHARTS. 7) —ERE WATER RESISTANCE TEST RECULREMENT Or 15% Or DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS MLL BE Uu1TED TO 400 PSF DUE TO WATER TEST PRESSURE Of 60 Pc; ACHIEVED IN TESTWINDOW H 1 e) INSTALLATION FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16- CIA. HGT. TAPCON ANCHORS Or SUFFICIENT LENGTH TO PROVIDE MIN 1-1/.- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIDNS 10) WSTALL /- SCREWS Or SUFFICIENT LENGTH TO PRONDC 3/4 MIN EUSEDYCNT INTO WOOD BUCK AT ALL OTHER FACTORY APPLIED INSTALLATION HOLES IF FACTORY APPLIED MC -.ES ARE NOT PRESE'.T, Fe SCREWS SHOULD BE PLACED AT MAX 6" FROM CORNERS • MAX. 21' OC. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANn7• LISTED WITH NE xT LARGER SIZE, FOP THE APPROPRIATE DESIGN PRESSURE REO'D 12) GENERAL 1450 SERIES PICTURE MNOOW IS SHOWN THIS PRINT ALSO APPLIES T: THE 1550 SEPES F G MARBLE SILL STOOL BY OTHERS PRE -CAS' SAL CAULK BETWEEN WINDOW FLANGE eT OTHERS d PRECAST SILL WIN WLKEu 116 ADHESIVE CA. OR PPRMO EOVAL SECTION 1 ELEVATION VIEWED FROM EXTERIOR y ATED. rt ,s.4 RtWsIoH 1001 W. EmsTR fd • C61ra0on, T1 7M • P.O. Eat EISOZZ • Dc6as, -11 W.— aw+10- INSTALLATION [.-TAIL SERIES 1-50/1550 F:aNGE PW a.... . wo • sc•cI 13B N/A eWI... can c.c .,..tJ. tcn - - - - I 1_ 11 B I GEI,I SHEATHING CAULK BETWEEN FIN BY OTHERS 61 $HEATING SHW AS NL71 SEE NOTES) CS) B INSIALAUGIN AOR J 1 MIN FIN TYPE CREW $ MOWN (TYP) " EMBEDMENT WINDOW FRAME EXTERIOR I JAMB FINISH 2 x WOOD BY OTHERS BY OTHERS PERIMETER CAULK 6Y OTHERS FIN TYPE WINDOW SHIM AS REO'D. FRAME HEADER (SEE NOTES) 0 06 INSIAI ATION ANCHOR SCREW SHOWN (1YP.) 2 k w0pp BY OTHERS CAULK IF TWEEN SHE/ M FIN By 0 Rs EMBEDMENT SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH BY OTHERS T I R EXTERIOR . PERIMETER CAULK By OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH. I ANCHOR(TTP,) O 0 O 0 O FIN TYPE I WINDOW SILL 5700L o / O 2 FRAM[ L SILBYOTHERS 24' OC. MAX (TYP.) O O WINDOW EQUALLY SPACE ANCHORS (IYP.) HGT o 0 o / o PERIMETER CAULK BY OTHERS SHIM AS REO'D o SEE NOTES) 1 o 0 ol 0 0 1 6• MAX (1rP.) 6 SCREW INSTALATION 2X WOOD ANCHOR SHOWN BY OTHERS TIP) jL 6' MAX. (TYP.) CAULK BETWEEN WINDOW FIN. I E L E VAT I O N EXTERIOR SHC A THING By OTHERS EMBEDMENT VIEWED FROM EXTERIOR - SHEATHING SECTION 1 BY OTHERS MANUFACTURER idANE: C ,: 4e- RA Pl LS2 MLU T--_ MASTER FELE ## 3 COMPARATIVE ANALYSIS a ANCHOR CHART WINDOW DESIGN PRESSURE NO OF /6 SCREWS NO OF 0090 DIA. NAILS S12E (INCHES) CAPACITY IN PSF REO•D IN FRAME REDID. IN FRAME WIDTH/HEIGHT EXTERIOR wTERIOR HE AD SILL PEA JAMB HEAD SILL ID[A AM8 16 X 30 toll 109 2 2 7 2 2 3 16 A AO 63 63 2 2 3 2 1 3 t6 X 50 63 63 7 2 3 2 2 3 7 3 20 X 3o 66 66 2 2 1 7 20 A • 0 73 73 2 2 3 2 2 20 X 5o 59 59 2 2 3 2 2 A X A 7 7 7 A 26 A 2 26 a 10 52 52 2 2 3 7 2 76 a 50 A6 6 2 2 3 2 1 A 2 A 3o A 3o 52 2 2 2 7 30 A • 0 9 2 9 22 3 2 2 3 30 a 50 A3 7 2 3 2 7 A X 2 7 3 2 2 A 36 A 30 Al AI 7 36 A 40 AO 0 3 3 3 3 3 16 a SO AO AO 3 3 3 3 3 3 3 3 5 AO X 30 AO AO 7 0 A AO AO 0 3 3 3 3 3 3 AO X 50 AO AO 3 3 3 3 3 J 3 1) SHIM AS REO•D ATUACCNI TO EACH NSTALLA110N MCNOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4 2) WINDOW FRAME MAIERIAL: ALUMINUM ALLOT 6063 3) USE LATEX CAULK BE KIND WINDOW FIN AT HEM. SILL A .IAMBS A) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of MNDOW FLANGE. 5) GLASS THICKNESS MAY vARY PER THE REOuIREMENTS OF ASIM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED EK E ERE WATERRESISIANU TESI REOUNEMENI Of 15% OF DESIGN LOAD APPLIES. POSIII%C DESIGN LOADS WILL BE LwITTO TO A00 PSF DUE 10 WATER TEST PRESSURE OF 60 SF Ac.EWO IN TESL. 7) INSTALLATION; FIN FRAME WVNDOW IN WOOD FRAME OPENING WITH Iwo BY WOOD STUDS. USNG 0.090 IN. DIA NAILS OR F6 SCREwS or SUFFICIENT LENGTH TO PROVIDE MIN I- EMBEDMENT INTO SUBSTRATE. 6) 11 EAACT WINDOW SIZE 15 NOT uSIED IN ANCHOR CHART. USE ANCHOR OUANIITT LISTED WIN NEAT LARGER SIZE 9) GENERAL ALUMINUM' S ICAO SERIES SINGLE HUNG IS SHOWN THIS PRINT ALSO APPLIES TO IKE 1940 INSULATING GLASS SINGLE HUNG SERIES 1001 v. UmEI ! d. • CIkFdnm TZ 7500E • F.O. 6At ItsW2 • Do13. T3 75)61 o•c ascMr+ o ASSEMBLY DRAWING SERIES 1140/1940 TDL SINGLE HUNG WINDOW Ic I'Bg NIA cnawn R<... RI• D•*E s+ MImc.sm. ;cK _ tt/05/0t B GEN-0013 I . MIN WINDOW VIOtw l, I/.• NA. SIC -IHING EMBE D.CN7 II SHIM SPACE IT 011KRS 2 a Br WOOD Ir DIwERS SHIM AS REO•D 2 x WOOD CAULK BEHIND FIN IT 01HE RS FIN IrPC VINOOV EXTERIOR aB INEI ALLAIION rRAHC J•HI / r INISH ANCHOR SCREW I. IT OTHERS SHIN AS RCO'D GLAZING 1M1tt DMEN7 PERINEICR CAULK (SCE NEf1 BT DiHCRi III FIN iT C J WINDOW rRANC HEADER GLAZINGSCENOTES) EXTERIOR I III rim TYPE VINDOV JFRANCSILL PERIHEICI IT OTHER EXTERIORFINISHBYOTHER CAULK 11 SnCAIwIN-_ B* OTHERS SECTION 1 sHIN sv.cc WINDOWHEIGHT 2MA', VImDOWHEIGHT A CO'D LI/A' MAx SHIN SPACE HI INSTALLATION ANCHOR SCREW 2 x WOOD IT OTHERS Ex7CRIOR PERIHCTCR CAULK IT OTHERS B IM IALVf1ON EXTERIOR SCRCV FINISHBYOTNC Rs EAIA,K BEHIND FIN SECTION 2 SHEATHING By OTHERS COMPARATIVE ANALYSIS & ANCHOR CHART W N W OCSIC+ PRESSURE NO or K8 SCRE'S NO Or OOS9 DIA. NAIL') S HINCHCS) CAPACITY IN PSI, RCOUIRCD IN FRANC REQUIRED IN rRANC VIDIf EXTERIOR INTERIOR HEAD L SILL I EA. JAMB HEAD L SILL I CA J—j 20 0 0 2 2 2 2 20 a0 2 7 2 2 20 0 0 2 7 2 7 z 7 70 o o z 70 .0 a0 a0 2 7 2 7 70 L SO a0 40 2 7 2 7 0 60 1 2 3 1 2 0 0 2Xoxa010a077 7 7 40 X 50 0 40 7 7 7 a 40 7 5 50 70 0 a0 2 10 x .0 0 40 7 7 7 50 50 a0 0 7 7 a 5o 60 0 ao 7 5 A CENTRAL FLORIDA R. ©. A. F. MANUFACTURER NAME; SW F/VEi?AfL Al r jtllty /rf MASTER FILE # . OILS' 1) WHERE WATER RESISTANCE TEST REOUIRCHENT OF 152 Or DESIGN LOAD APPLIES. POSIT VC DESIGN LOADS VILL IC LIMITED TO a00 RIF DUC TO 111111 ICSI TUDSU US OF i0 Sf AS Of SD IN LEST, 2) INSTALLATION. FIN rRANC VINDOV IN WOOD rRINE DINING VITH TWO By VOOD STUDS USING KB SCREWS OF SUFFICIENT LENGTH TO PROVIDE HUM_ 1• CHIC OENi INTO SUBSTRATE OR 0D99 IN DIA. NAILS. 7) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE OUAN717T LISTED 2 WITH NCIT LARGER SIZE. SH IN AS RCO'0 ADJACCN7 TD EACH INS 7ALLATIDN ANCHOR VITH LOAD BEARING SHIM OUALLT SPACE MAX ALLOWABLE SHIN STACK 10 BE 1/4'. ANCHORS (TYR) 5) WINDCTV FRANC MA7CRIAL• ALVNNLN ALLOT 6067 6) USE LATEX CAULK BEHIND WINDOW rIN AT HEAD. SILL L JAMIS. 7) USE LATER CAULK FOR PCRINEICR SEAL AROUND EXTERIOR Or WINDOW FLANGE 8) GLASS THICKNESS My VAR' PER REOUIRCNENii Cr ASTM E1700 GLASS CM21SSINUCGLAZINGISSHOWN. PER GLASS ALSO OUALIrICD. 9) GENERAL ALUNINUNS IIDO SERIES PICTURE WINDOW IS SHOWN THIS PRINT ALSO APPLIES TO 1900 SCRIES PICTURE WINDOW. I I 6• HAX (T TP.) 0 o R o 6• HAIL ITrP.) — -- Ei EV VIEWED IRONOm EY.TERIOR CAULK IC1vEE.— WOOD BUCK L MASOMRr OPENING tT 07KRS CAULK BETVCEN WINDOW rL ANGC L WOOD BUCK CONCRETE OR SD0 CNIr G BT DIME HERSEXTERIOR FINISH — IY OTHERS PERIMETER CAULK IT OTHERS FLANGE TYPE - VIM DOW FRANC HEADER WINDOW EXTERIOR EIGHT FLANGE ITPE- vINDDv FRANC SILL PERIMETER CAULK 1 OTHERS a EXTERIOR FINISH IT DIKRs CAULK BEIVEEN WINDOW FLANGE L WOOD BUCK CONCRETE DR MASOP 110SOPENING BT = CAULK BCIVCEN WOOD SUCK L VIA SO Y OPENING BY 07MERS SECTION I ON[ IT WOOD WEIC BT DI HERS INSIALLA710. ANCHOR 3116 DIA IAPCD. HIM AS RED D SEE . 0'CS1 4 1[MJ[DKENI-V' MIN Q1/ A' INK. SHin ivAtt fC[ HDiCb SUCK MCICN7AS REO'D N07ES) ONE BY WOOD BULK IT OTHERS IAA SHINSPACE a 1- 1/I' MIN. EMBEDMENT INSTALLATION ANCHOR J/ IL' DIA, 7APCON NOTES 1) SHAH AS ROOD AT EACH INSTALLATION ANCHOR USING LOAD BEARINC "XI MAX. ALLOWABLE SMIM STACK TO BE 1/1' 7) WINDOW FRAAIE [IATERL[L. ALUUINUW ALLOT 6063, 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT MEAD. SILL & J 115 I) USE LATEX CAULK FOR PERIUETER SEAL AROUND EXTERIOR Or WINDOW FVNGE. 5) GLASS THICKNESS MAY VARY PER THE REOIIIREUENTS OF ASTM E13GO WSS CNAR75. 11 DESIGN PRESSURE CAPACITY Or WINDOW L INSTALLATION IS LIMITED 7C •OD PSr. 7) rCp INSi KLAIION Or FLANGE rRAME WINDOWS IN CONCRETE OR IIASOKT OPENING. USE J/ 16 DIA IAPLON TYPE ANCHORS Gr SUFFICIENT LCNGTN TO PROVIDE NIN 1-1/A• C MIE ONEN7 INTO SUBSTRATE. PLACE ANCHORS C' MAX FROM CORNERS L 24, OC. MAX, BE VEEN 8 1 BUILD DOWN AROUND CURVED PORTION DF WINOOv FRANC 70 IC ENGINEERED IT 01HERS BUILD DOWN MUST BE or SUrrICIEN7 STRENGTH 10 AOEOUATCLT IRANSF[R LOAD FROM WINDOW TO THE STRuCIURE 91 ELEVATIONS SNOW COHIO. CONFIGURATIONS IT IS NOT INTENDED TO LI.17 USE OF THIS PRODUCT 10 THESE 7v0 CONFIWftA]1DNS THIS SHEET APPLIES TC ALL CONFIGURATIONS THAT CAN IL NAIAFACIURCD FROM IK I450/155D SERIES DESIGNER rIMCD WINDOW FRAMING STSICM. CENTRAL FLORE DA B.O.A-F. MANUFACTURER NAME: jC, g:.A/,-/9A4y-L7E,A1I JHIIYUH Y' MASTERILE # WI' DOW 1 I HEIGHT 2 1 WINDOW WIDTH , ELEVATION VIEWED FROM EXTERIOR Bc1 VIDIII SHIM SPACE SHIM AS RED'D I -I/•' NIH SEE NOTES I EMJEDHEN7 FLANGE TYPE CAULK IGYIWEEN WINDOW FRANC VDDD BUCK L JAMI HAS T ORE NING 41d BY 07 HERS WiNDOW HEIGHT 0 4AlV( G MINP. `INSI•LLATION ANCHOR SEE AIES1 Q J/!6' DIA iNMPCON ORE IT WOOD PC RIME iCR CAULK BUCK IV OTHERS IT O7H(RT EXTERIOR FINISH CA BETWEEN IT OTHERS VINDOV FL ANC{ VDOD BUCK VIxWv VIDTH CONCRE IE OR MASONRY OPENING SECTION 2 IT OTHERS I f WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR 1001 v Cm" Bp • CMXrM101n, tt ?SODC • P.0 In 119022.Odn. Ell 7SSA R• VUK Kt[1!IIDG INSTALLATION DRAWING ONE BY BUCK SERIES 1450/1550 DESIGNER PICTURE WINDOW I R• v IG [L Ir K•[f BB N/A HE4YIG —";n7_ 7i_rfL D"_ RCvISI'!G 1ST E- 3/20/02 B I GEN-425 SHEAFBrCTMER' C.M. B Ea TER -OR T BY OTHERS PERIME TER CAULKBrOTHERS FIN TYPE F R.ME HE GLAZING (T.. .. _ SEC NOTES 11 TYPEFRAMESILL / PERIMETER CAULK J BY OTHERS / Is MSIALLATIOM J AnCHCR STREW (irP) E AfER•OR FINISH — Br 07HERS CALK BEHIND FIN - SHEATHING BY OTHERS A V_ TIERS nSIAIA.TION HOR SCREW (TYP) SN1M AS REO'D SEE NOTES r SHIA SPACE 1 r 00WHEIGHT I/.- MA. SHIM SPACE SNw AS REO'D SEC NOTES 1 YIN 9 a FRAYING EueEOMCNT BY 07HERS SECTION 1 N^;: 11 CESIGN PRESSURE V AOTY OF —DOW • INSTALLATION IS 400 PST 71 N1SIALLADCN GL AN FRAME wNDOW IN WOOO FRAME OPENING wIH TWO BY WO00 STuOS. USING 0C99 IN pA NAILS PLACE 099 NAILS 6 FRO. C ORNCRS M.A • e" OC MAa BETWEEN 3) rOR INSTALLATION Or FIN 'RAMC —DOW IN WOOD FRAME OPENING -TH iw0 Br rg00 SIUCS. USING FB SCREWS OF SUFTICIENT LENGTH TO PROVIDE MIN I IN EMBEOMENi INTO SUBSTRATE. PLSCE SCREWS 6' MAX FROM CORNERS II 9A' CC u a BE i WEEN _ SHIY AS RE00 ADIACE%T TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MA. ALLOWABLE SHIP STACK 10 BE 1/4. v CCW FP—E MATERUL ALUMINUM ALLOY 6063 6) USE LATE. CAULK BE ..a WNDOW' TIN A7 HEAD. SILL a 3AY8S. 7) USE LATER CAULK FOR :ERIuETER SEAb.AROUNO E.TCRIOR Of WINDOW FLANGE. B) GLASS THICKNESS WAY VARY PER THE REOIAREMENTS 07 ASTu E1300 CLASS CHARTS 9) BUILD DOWN AROUND CURVED PORTION Of WINDOW FRAME 70 BE ENGINEERED BY OTHERS. BUILD OOwN MUST BE OF SUFFICIENT STRENGTH TO ADEG;A7ELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS a IS NOT INTENOED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES i0 ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/1900 SERIES OCSIGNER FuEO PICTURE WINDOW rRAYING SYSTEM CENTRAL • FLORIDA B. 0. A. F. MANUFACTURER NAME: yFATcyii .40MIAIII/4 MASTER FILE # a ENDOW wDTK { Dow O V / Mar o I_Rwj ELEVATION VIEWED FROM EXTERIOR SHIN v.CC TWO Br FRAAPNG SHIP AS RCO'0 BYOTH[RS TIN TYPE iR.u[ T•u8 t' uw EMBEDMENT EATING J Br OTHERS GLZI ANG (TYP) CAULK BEHIND FIN SEE N07E$ E. 7CRIOR FINISH By OTHERS F. iFR10R Fe 1NSTALL•nON ANCHOR SCREW (TYP.) WINDOW WIOn1PERIMETER CAUL( Br OTHERS SECTION 2 WINDOW wDTK I O O WINDOW O / HEIGHT 0 2 I 2 I i ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WOOD BUCK • MASONRY OPEw.NG BY OTHERS INSTALLA7xxv ANCHOR BUCK WIDTH 3/16- D. YAPCO. ONE By WOOD BUCK BY OTHER FLANGE TYPE 1/.-SwM HIMSAS REO'D SPACE M CAULK BETWEEN WNDOW wNDOW FRAME SEE NOIES) JAMB RANGE • WOOD BUCK Q CONCRETE OR Q 1 1/i M IN SONRYOPENING` EMBEDMENT BY OTHER1EXTERIOR FINISH J BY OTHER PERIMETER CAULK BY OTHER rRNppw CAE HE AOCR ON Hl EXTERIORHI FLANGETYPE rfawuE SALL PERIMETER CAULK_\ Br OTHER ONE By wDOD BUCK By OTHER EMBCDME. SHR. AS REO' D. SEE NOTES) CONCRETE OR MASONRY OPENING BY OTHER INSTALLATION ANCHOR 3/ 16- D. A. IA.CON PERIMETER CAULK I Q BY OTHERS I CAULK etl ECN WOOD BUCK R 1 0" rDTH - j MASONRY OPENING SPACE a. BY OTHERS EXTERIOR CAULK SET- CEN EXTERIOR WINDOW rLANSE BY FINISH w000BUCX OTHERMEI CHI SECTION 21 ANaoR (rYP.) H N K HI aPRE CAST SILL / vBYOTN[ RS J CAULK BETWEEN rNDOw FLANGE A PRE CAST SILL riH VIAKEM SECTION 1 .,6 ADHESIVE CAULK OR SCHNEE MOREHEAD 6500 ADHESIVE SEALANT NOTES IDOW IGHT B 1 WINDOW 1) SHIN AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX ALLOWABLE SHIM STACK To BE 1/4- 2) WINDOW •RAME MATERIAL: ALUMINUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SRL MUST BE ATTACHED 10 THE SUBSTRATE WITH W.LKEM 116 ADHESIVE CAULK OR APPROVED EQUAL APPLICATION OF WLKIM 116 ADHESIVE CAULK OR SCNEE-LIOREHEAD E500 ADHESIVE CAULK AT FRAME SELL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF YANDOW FLANGE 6) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CLASS CHART SINGLE GLASS IS SHOWN. INSULATING CLASS IS ALSO OUALIFIED 7) GENERAL ALUMINUM' S 1.80 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1520 SERIES MODIFIED SLIDER INSULATING CLASS 6) ORAw NC APPLIES TO INSTALLATION OF FLANGE FRAME WNDOW IN CONCRETE OR MASONRY OPEMNC USE A 16. '),A 7APCON ANCHOR OF SUFFICIENT LENGTH TO PROMDE MIN.1-1/4 EMBEDMENT 1NT0 SUBSTRATE LOCATION SHOFIN ONCHARTS) SEE ELEVAnONS FOR KEY To TAPCON LOCATIONS 10) INSTALL 16 SCREwS Or SUrFIC1EN7 LENGTH TO PROWDE 3/4' MIN EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSIALLA710N HOLES —CRE IAPCONS ARE REO'D 11) IF EXACT UNDOW LIE IS NOT USIED IN ANCHOR CHARY, USE ANCHOR QUANTITY LISTED WIN NEXT LARGER SIZE ELEVATION VIEWED FROM EXTERIOR 0 F 2 G COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW SIZES DESIGN PRESSURE IAPCON ANCHOR LOCAila; INCHES CAPACITY IN PSF REO'D IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 1 00 H,K A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 x 48 40 40 H,K A,G 36 x 12 40 85 H.K A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K A,G 36 x 48 40 40 H,K A,G 36 x 55 1 40 40 H,K A,B,F.G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 40 40 H,K A,B,F,G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H.K A,G 60 x 48 40 40 H,K A,B,F,G 60 x 55 40 40 H,K A,B.F,G 72 x 12 40 70 H.K A,G 72 x 24 40 40 H.K A,G 72 x 36 40 40 H.K A,G 72 x 42 40 40 H,K A,B.F,G 72 x 48 40 40 H,K A,C.DB,.FF. G 72x55 40 a0 H,K 8.,G CENTRAL FLORIDA U. O. A. F. MANUFACTURER NAME: GEn/ ERt-L A.u/rfr I Vtr MASTER FILE # $ INSTALLATION OWG, MASONRY W/ ONE BY SERIES 1.60 MODIFIED NDRIZOMIAL SLIDER RP O3AYE 43 ZG- 4E- c.n F`N rt.so- . /20/02 C a..rtF .. ..mc1 ncsm. ..:r n•1NH.. ... WAn ... ........sA.. vr.A .-e.. Ian -eKF I SMEATM.ING CAULK EETK_EN FIN SMEA.,NC BY OTHER 5 SCREW 'NSTALATION —j 1 MIN EMBEDMENT ANCHOR (TYP,) i x FRAWNG Ex TERICR FINISH E- OTHERS BY OTr.ERS ERIMETE; CAULK BY DINE; 1/A MAX. rSHtM SPACE F.V YY=E W/.NDC •Y HIM AS REDID FRAME MEADER SEE NOTES) WINDOWHEICHT X T RI R IN TYPE II II FRAEW4LL 7 SILL STOOL BY OTME; r SHEATHING 2 k FRAMING 11 81 OTHER BY OTHERS I CAULK BETWEEN 5 55 1/A' YAX J SHEATHING G FIN SEE rAa0TE 0'D I"M SPACE I BY OTHERS FIN TYPE ) 1•MW WINDOW FRAME EMBEDMENT JAMB 7 I SCREW IIS, S TALATION ANCHOR (TYP,) WINDOW WIDTH EXTERIOR FINISH BY OTHERS XT RI R PERIMETER CAULK BY OTHERS SECTION 2 6"MAX(TYP).— EQUALLY SPACE ANCHORS (TYP. I O HEAD. SILL. @ JAMBS) PERIMETER CAULK L 1/A MAx BT OTHER gnu SPACE 8 $.:REIN SFnu AS REO'D INS A TION ( SEE NOTES) HEIGHTANC7R (TIP.) HEIGHT 2 x FRAMING \ BY OTHERS X TE; OR F ;VIS- BY C HERS 1 iCAULK BETWEEN WINDOW FIN e S"E1 RING SHEATHING 3Y C"HER 1" MIN SECTION 1 I) Si t• AS REC'CI ADJACENT TO EACH INSTALLA710% ANCHOR 1WTH LOAD eEARING SHIM MAX. ALLOWABLE SHIM STACY TO 2E 1/4; 2) YJ:'30w FRAIJE MATERIAL ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD .SILL k JAMBS A) US_ LA TEx CAULK FOR PERIMETER SEAL ARCJND EXTERIOR OF WINDOW FF AME 5) G:+SS THICKNESS MAY WART PER THE REOUPEMENTS OF ASTM E1300 SI•.XE GLAZING IS SHOWN. INSULATING GAS- IS ALSO OUALIFIED. y) OF—C APPLIES TO INSTALLATION OF FIN FRAME uN`OW w WOOD FRAME OPENING W"- TWO aY •ODO STUDS USNG Of9 w pA Ha :S Ca F• SCREK OF SUFFICIENTLE `.;"H i0 RP CWDE MIN .- EM3EDMENT INTO SU°STRA'E 7) V -'.ACT WNSDW SIZE IS NOT LISTED WI CHART, ,SE AICHOR OIANTI;Y LISTED WITI- LARGER S ZE. 6) 6r'. AL LUs UM•S LI_D SERIES HORIZONTAL S_DEP IS SHOWN. TINS PRINT ALSO A ::ES TO T-E 1990 wSULAIINC CLASS MC9.ZDI,-.AL SLDER SERIES 1 L ANCHOR (TYP24" OC IAX (TYP) I WINDOW WTDHT ELEVATION VIEWED FROM EXTERIOR... •' yy = 0—Zaot COMPARATIVE ANALYSIS & ANCHOR DUANTITY CHART WINDOW SIZE DESIGN PRESSURE 18 SC?EWS FDD 099 nAr,S REG INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB dF SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 40 1 2 3 3 5 48 x 12 40 77 3 2 a 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48 40 40 3 3 6 4 60 x 55 40 40 1 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 72 x 36 40 40 4 2 7 3. 72 x 42 40 40 4 3 7 3 72 x 48 40 40 a 3 7 4 72 x 55 40 40 a 3 7 5 MANUFACTURER NA.DIE: 41-- Urliil /vim;% MASTER FILE # R 1001 [nA17 4 • l'AWMAA D iSSOf • FJL V 1111T7 • odFA n 7S1t1 INSTALLATION DRAWING WOOD FRAME STRUCTURE SERIES 1130 /19L0 MODIFIED HORIZONTAL SLIDER 0— c. ' S: I es N/A uo• n+LF DAt, DEN HM••9[• A, I I O3/11/02 GEN-002? MULLION ANCHOR BRACKET WINDOW FRAME JAMB TYP.) MULLION DIE NO. 1445 SECTION A- A L..) EXTERIOR ELEVATION ANCHOR INSTALLATION MULLION ANCHOR TYP.) BRACKET CENTRAL, FLORIDA B. ®• MANUFACTURER NAME: Dwc No: GEN70452 MULLION CsA P II I DIE NO. 1445 I II I I II I I II I I I I v INSTALLATION mom TER FILE # 8 SELF TAPPING ° SMS (TYP.) o SUBSTRATE SECTION B-B 1- 7 /8"--I ANCHOR TYP.) I v ° SEE NOTES a ° a ° o # 2 & #3 v 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. FAREA:__ NERAL ALUMINUM CORP. CARROLLTON, TEXAS VERTICAL MULLION INSTALLATION DETAIL MINUM TUBE MULLION, DIE NO. 1445 0q ORN: JSAPRVD: DATE:3/1%/OSCALE: MAIL: — — — — DWG NO HALF . GEN—oasz PRFOARFO Rr PRODUCT TECHNOLOGY CORP.. 250 tNTERNADONAL PKWY. HEATHROW, FLOMDA 52746 PHONE 407-605-0355 FAX 407-605-0566 44 ae 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 54.625 189 125 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 "lr' 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 407 805-03651 FAX 407 805-0366 CA020039 12-Jan-2002 01-1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL 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 APPLIES ONLY TO MULLION 01"5 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 APPUCAnON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 8054)366 CA020122 FEB. 19, 2002 02-0217 6A 4 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 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 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020123 FEB. 19, 2002 02-0217 DWG J _ 0-'. 51 MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION NCHOR YP.) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET MULLIUN DIE NO. 1446 SECTION A- A MULLION D;_ NO. 1446 II I II I II I I 0 v a a c SUBSTRATE INSTALLATION ANCHOR TYP.) SEE NOTES va a o # 2 & #3 F-- 1-7/8" SECTION B- B CENT. FL®MA B. a. MANUFACT EXTERIOR ELEVATION - Ii-iSTF.R3 FIL I # 5- NOTES: 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 IN-STALLATION DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: DRN: JS APRVD: ---- DATE: 3/1,;'C.= SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. WT/FT: _ _ SCALE: HALF MATL: — — — — DWG NO: GE, - --: i PREPARED BY: PRODUCT TECMIIOLOGT CUNY.. 2DU-'-KMAl-^L 1 -....v .r. .. • r,r SHIN c: RE•p•p INSTALLAT!0M ANC.-CR -- DOOR vIDTH /I' MAX )MIH x L ,nip=u nLn r.Ara.... SHEATHING ISEE NOTES) =8 SCiEv Tv0 7r WOOD X6 SC:Ev 1-1/8 MIN By OTHERS TvC 7r WOOD BY OTHERS I I EMBEDMENT 2r OTHERSCAKSEIIIENL DOCR (LANCE Tva 3, vOOD SLIDING GLASS L SHEATHING BT CTIt;zS DOCK (RAMC CAIA.0 1E7%, EN JAMS MOM SHIP L SMEATMIMG SLIDING CLASS DOOR MDOK SHI SPA STRIP r SHIM AS REO'D. I SHIM SPACE ISLE ROTES)) q INSTALLATION ANCHOR L 1-I/8- MIM I-I/8' MIN 8 SCREW EMBEDMENT EMBEDMENT ZTEMPERED GLASSSTUCCOCAULKBETWEEN OR SIDING (TYP.) DOOR rLANGE BY OTHERS L SHEATHING SLIDING GLASS DOOR FRAME PERIMETER HEAD SHEATHING CAULK BT BY Di,cas OTHERS SHEATHING PERIMETER By OTHERS CAULK 8r TEMPERED GLASS iEMPEREU OTHERS STUCCO STYPJ STUCCO OR SIDING GLASS LTYPJ GR SIDING BY OTHERS 37 OTHERS L : • •• .T '.' •iAi S - SLIDING GLASS ODOR IMTEaLDEK DOOR I)`tSa TF I C LT:— .::,.,,Lt . HEIGHT SECTION B-B NOOK STRIP DETAIL SLIDING GLASS DCGR.rS LLSILL ME D 11 1 0mI HATCRIAL, A,UHINL, ALLOT 6CA1 11 12 uHLU STALLATICHSCREWSST it ortllrtCLEwT LENGTH toAdd[vE RN EHICONENT or I-1/0' INTO WOOD, IAPCOH ITRC INSTALLATION AmEMCItS AI SILL RUST BE Or STlrIC1CNT LENGTH 10 AO,IEWE HIM C"IEDNEMT Or 1-1/A• INTO NAMNXII GOCGACIIETL . INSTALLAT10, AN[IQR CHART O, fACY O THIS SmW USE SILICO.ITCD ACRTLIC CASLX KNIND DOD, rLAWA AT HEAD L A 311- L USE SIL ICOEiEa ACRm C CAULK r01 PCRDEfCR SEAL AROR,D EXTERIOR orCOOL . L, Fr EXACT DaM SITE IS NOT LISTED IN A.CKP CHART, uSE ANCHOR OUANTITI LISTED WITH NEXT LARGER SUE. riot THE A PRmR1A? 7ESIGN RRCSSI E RCO'D. T, TOP POCKET TOM SITES KC CLOSE Si WASS DOOR SIZE L CMI4RHImN TO rINISED OCNUG PLACE INS ALLATIO, "CKVS. IN rt0,i Or HIM STRIP AS OCWN L) GLASS THICKNESS NAT WART PER R ODURC,Ewil or AST. CI300 GLASS CHAIITS ft '" .. IT TS APPROWCO USING. JEWr CD LASS IN SINCAC GLAZED ,OR IHSULAI! G GLASS. ID, JLNI / SILL [!ROPERS AAE TO n :EALED WITH A SHALL MINT SCAN SMCR INSN,N AS RCC'D. At CA SET Cr INS.ALLAIIO, ANCHORS. wX ALLOWABLE SLAIN SIACX 10 6 1/.'. tE, ALL Iwf; ALLA IIC'N AKNCRT R,Si Q ,..R O [7DIOtiO, RCtIS TAN, rutCPlAlt I) 1 v,ERC •X• RC.KCSCNIs NOW ING PANEL AND 9' REPRCSENI- rla[D PAA<L ANPRGWED C: XIWRATIO,S ARC AT Ll:i[0 CHANE,at CHARS O, SACK Or TNis SHEC1. EXTERIOR ELEVATION t.1 JECON HotALLc3EIw.rIGM LIf TCOSi ASDWE ARE SA,/H iHTi DRAWUG. LWLR IM•KVNO, EIM3E!' NENS SEC TI: 'A A' •8-1' l NGCt ;V ZTALL MRT 10 VRfAIV TIOf, or ALL APPROWL7 i G 1-I/A' M!N CONpio-AiIO,S. 2 FANEL DOOR SHOWN IS, r2000 S IEIR\AND 3 ,000 SCRIC: fL:D,NL GLASS DOOR IS SMW,L THIS POINT ALSO APt_CS T7 T zmo reaf .No faa uRlEl J D LIBERAL LI APP_T CA X!NG U"IDER SILL OR SET SILL IN -ED !NSTALL ATIEN-NC.CR I , Or CJIC:ESE 3/I6' DIA TAPCON SECTION A-.-. Ft 12002 REvI DESCRIPTION DATE I INI f' L a P I D A INT.RINC.RS I\ 1SANFOP:) FL. TITLE: SLIDING GLASS DOOR iNSTALLA.TION WITH * SCREWS DP.AWN SY: -2 1 APPROVED BY: ATE: !2/:.-/ Gi (SCALE: N7: IDWG 3'LECZ•' E-:: 3 CONCRETE OR SPIT. AS RE'C'D MASLNNNTT OPENING SFr rY TES) Br CT _tS CAULK iETVEEW DOOR rLANCr- L VOOn SUCK CAULK 3ETvEEN PERIMETER VOOD BUCK L CAULK ST MAS'Y. OPENING BY OiPLRiDiHE;, STUCCO nf1111erOiwRz INSTALLATION ANCHOR 1 8 SCP.EV (T IF. VHERE — TAPCONS ARE NOT RCO'DJ SLIDING GLASS CODR rRAME SILL D A11 /. 11 n O G A - , A INSTALLATION ANCHOR 3/16' DIA. TAPCON INSiALLATION ANCHOR 8 SCREv (TIF VRERE ONE 3y ,CCD TAPCONS AYE NOT REO'D) BUCK BY OTHERS r) 1/i' MIN I EMBEDMENT I SLIDING GLASS T— DOOR FRAME r 1/a' HA.. JAMB T T- I SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TCMPERCD GLASS (TYPJ DOOR HEIGHT D EMBEDMENT A 1-1/4' MIN D D L13ERALLT APPLY —/ vCAULKINGUNDERSILL OR SET S;LL IN 3ED INSTALLATICN ANCHOR CF CONCRETE 3/16' DNA TAPCON SECTION A -A TEMPERED GLASS T IP.) PERIMETER CAULK BY OTHERS f- SG.D. VIDTH Ira• MAX. SMIn SPACE I 1/a' MIN. I — - EMBEDMENT ONE By VOOD I BUCK BY OTHERS CAULK BETVEEN Q VOOD BUCK L HAS'Y. OPENING BY OTHERS SHIM AS REO'D. SHIM NOTES) INSTALLATION ANCHOR 3/16' DIA. TAPCDN Q CAULK REIVEEN DOOR rLAMGE L VODD BUCK CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCM12R 3/16' DIA TAPCON SLIDING GLASS DCIOR . HOOK STRIP 1-1/4• MIN EMBEDMENT I CONCFEi- OR MASONRY OPENING BY OTHERS CALLK LETVEEN VOOD BUCK L MAS'Y. OPENING BY OTHERS G CAULK BCTVEEN HOD( STRIP L V VOOD SUCK Q 8 I a XBZ- - ONC BY VCIOD BUCK BY OTHERS STUCCO 7 BY OTHERS iAi\1JRq,l,. 0 B.O.A. .TEMPERED GLASS / SECTION BER CT YP.) j!A C771 sumNG GLASS DOOR INTERLOCK MASTER FILE# HOOK STRIP DETAIL N DOOR —TRIAL, AL-INPN .LLD7 4" 21 IAPCON I P[ )MSTA.LATOW ANNp tl NUS7 LC Or SLlfICIEN7 LCNGTH TO ACNICvC .1m EHNKONCN7 Or 1-1/a• INTO MASO@+ CDR CONCRETE 71 ALTERNATE T.PCON INSIALLAIIONKOUAGS rRDNT 10 LACK D. ALL rRAK Knn*S. NI IAPCON AKMW CNAR7 ON LKII Or THIS SHEET. 51 USE SIL ICOU 2CD ACRTL IC CALL. KMMD C= FLAK[ AT HE 0 [ —IL U USC SIL ICO.ISCO KRTLIC EALA[ rq KRINC7[! KAL AROUND EXTERIOR fr D 7) V EXACT Dot SITC IS NOT LISTED IN ANCHOR CHART, USE AKKTR QU ATIIT LISTED VITH NEXT LARGER SITE. r o l,C ANNXCX* .1, OCSIGN PRESSURE RCO•D TOR POCKET 0= SITES USE CL19SI DTPASS DOOR SIZE L COWIGRA7IDN TO rUUSKD O(NINC. PLACE IAPCOYl. 1N rtami Or MOO( STRIP AS S.0— I GLASS TNICAKIS MT 'ART PER REOUIREH(NTS Or AST. EIS00 GLASS CHARTS. IHOLE D, ALL rACTORT APPLIED S NOT DESIGNATED ran tAKON AKHOR S,O(LD EC fILLEO VIIN .R SCOP'S Or SIrr IC1ENl LCNCtN IG PROVIDE MIN 514• ENKDONT IATO VOOD EUCC IN DOM (NIT 11 APPtOVED USING TC,OCRED GLASS U. SINGLE GLAZED OR INSILAIIK GLASS 12) JAN[ r SILL CORNERS ARE 70 K SC ALCD V17H A SHALL EDNT SCAN SCALER. 131 SHIN .t RCD•D .7 CA SET Or INt IALLANON ANCHORS AX ALLCVARC S,J. SI.CA 10 K Il.'. I., ALL INSTALLATION ANCHORS NUSI IC NAVE Or CORROSION RCSWANT MATERIALS. 151 VKRE — REPRESENTS. MOVING MAKL AND 4 REPRESENTS rIXCD PANEL A.PPROvED COKIGURAtIO. S APE AS LISTED ON ANCHOR CNAR7 OH. IACA O 1MII SKEI. IL) 101 ALL COWICARAIID.S LISTED A[OvE ARE YUVM ON THIS DRA'ING. HOWEVER INSTALLATION EXTERIOR ELEVATION SECTIONS . '[-[• L HOOc f:RIP DE AR, Y LT TO INSf ALl•11ON Or ALL APPtOVCO B PANEL DOOR SH(OVN COIIGURAT IONS Il> INSTALL OK I-PCON IN EACH PAIR Or rACTORT APPLIED INC:ALLATION HOLES UNLESS HO7ED a KRVISC Co. AK.O! CHART. SCE S.C. Or TNIS SHEET I[) rLORIDA EA IRUDCRS IWO SCRICS SLIDING GL.SS DOOR IS S.C.. THIS PRINT ALTO APPLIES TO 200E SERIES AND 500 SERIES. REVS DESCRIPTION DATE EXT IN] F L O P I D A INT.RINC.PS $ANFOP. D H TITLE: SLIDING GLASS DOOR IINSTALLATIONWITHTAPCONS DP. AWN BY: BB APPROVED BY: 1 I 1. N•S- In oc rn: IcC - r. r nr.?N fE L T APCON ANCHOR, CHART NOMINAL DOOR DOOR OUANTITIES IN HEAD L SILLI OUANTITIES IN EA. JAMB OUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 6 PSF TO bl PSF TO UP TD 16 PSF TO 6) PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF I 70 PSF ' 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 zx, Ox, xO 48 X 80 3 3 3 a 4 4 3 3 4 506E XX. Ox, X 60 X 60 3 3 3 4 4 4 3 4 4 6068 xX, Ox. XO 72 X 80 4 4 4 a 4 4 3 4 5 8068 xx, Ox, x0 96 x 80 5 5 5 a 4 4 3" 4 5 10062 xx Ox XO 120 x 80 6 7( ) 4 4 4 3 4 5 5080 xx, Ox, x0 60 x 96 3 3 3 5 5 5 4 5 6 6080 Xx, •0x, X0 72 x 96 4 4 4 5 5 155 4 I 5 6 8080 Xx, Ox, XO 96 X 96 5 5 5 5 5 4 6 6 00 0 xx x x 120 x 96 6 A 7 5 5 5 4 6 6 50100 xx, x, x0 60 X 120 3 3 3 6 6 6 5 6 7 60100 xx, Ox, x0 72 x 120 4 4 4 6 6 6 I 6 I 7 8 80100 xx n x x n 96 X 120 5 6 6 7 (DI 6 8 9 9068 OX0 109 1/8 X 80 5 5 6 4 4 4 3 4 5 12068 Ox0 145 1/8 x 80 7 17 1 9 (D2) 4 4 4 3 4 5 15068 OX0 191 1/8 X 80 8 10 () it () 4 4 4 3 4 5 9080 OXO 1 9 1/8 X 9 5. 6 4 12080 OX0 145 l/8 x 96 7 8 (Dif. 9--S 2>:' il'Y5;== 5=.4 15 4 6 6 15080 Ox0 181 1/8 X 96 8 5 5 5 4 6 1 6 90100 OXO 109 1/8 x 120 5 5 6, ..T, b-:_'• A61;'L: DI) 6 I 8 10 120100 Ox 145 1/8 X 120 7 6 6 7 (D1) 6 8 10 9068 xxx 106 5/8 X 80 5„-,.. _ r-_,--. 4 4— 4 3 4 5 12068 Xxx 142 5/8 x 80 7 7 8 (DI) a : 4 4 " " 4 3 4I I 5 15068 xxx 178 5/8 X 80 8 T a a 1 3 4 5 9080 xxx 106 5/8 x 96 5 5 6 5 5 5 4 6 6 12080 Xxx 142 5/8 X 96 7 8 (D1) 9 (D2) I 5 5 5 4 6 6 15080 xxx 178 5/8 x 96 8 11 () 171 5 5 1 5 4 6 6 xxx 5 6 6 I I20105/8 X 120 7 v n cn 6 6 17 6 8 10 10068 OXXO 119 5/8 x 80 6 6 7 (DI) 4 4 4 3 4 5 12068 OXXO 143 5/8 X 80 7 7 8 (DI) 4 4 a 3 I 4 5 16068 OxxO 191 5/8 x 80 1 9 10 (DI) 12 (D3) 4 4 4 3 4 5 I d UXXU I IIJ 7/b X •7b b- 6 7 (D1) 4 b b 12080 Oxx 1143 5/8 x 56 17 8 cDl) 9 (D2) 5 5 I S a I 6 6 16080 OxxO 191 5/8 X 96 9 1p (n ) 14 ( ) 5 5 5 4 6 6 100100 OXXO II 5/8.X 120 6 6 7 (D1) b 1) 6 E 10 120100 OXXO 143 5/8 X 120 7 9 (D2) I 10 (D3> 6 6I 7 (D ) I 6I 8 10 160100 OXXO 191 5/8 x 120 10 (Di 13 (D4)I 16 (D7) 6 6 7 (DI) 6 8 10 10068 xxxx 4 x 6u b - 6 6 4 4 4 1206E xxxx 1141 1/4 x 80 7 17 18 (DI) 4 I 4 I a 3 I 4 5 16068 xxxx 89 1/4 X 80 9 (DI) D 102) 12 (D4 4 4 4 3 4 5 10080 xxxx 1! 1/4 x b 6 7 (DI) 4 I I B:cDIA) 9 (D2G) I I 15 I I I 16080 xxxx1891/4 X 56 9 (DI) 11 5 5 4 6 6 100100 xxxx 11 I/4 x 120 6 7 (11) 6 1) 6 8 10 1:0! 00 XXX% I 141 i/4 X 120 7 16 (DI) I !0 (r 6 I 6 I % ((pi) I 6 I E I 10 160100 zXXz 18S 1/4 X 120 i0 (Dc') 13 (nc) 15 (D7) 6 6 7 a 0 Vv i n EE 2 , ,, ro Fc z 4 ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EO-D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. - DI- THRU 'D7- DESIGNATES IN WHICH SIZE L CONFIGUP.EATIONS TWO TAPCONS ARE REO'D. 2) 'D1• 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 1N FOUR SETS OF INSTALLATION HOLES. 6) 'D5' MEANS, INSTALL TWO TAPCONS 1N 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 6 SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD L• SILL. B: SECONDLY, AT EACH END OF HEAD L SILL NEAP. JAMB CORNER., IF NEEDED. C: LOCATIONS IN HEAD L SILL OTHER THAN AS LISTED IN A L B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN. JAMBS. B: SECONDLY, AT EACH END OF JAMBS NEAR HEAD L SILL CORNERS C. LOCATIONS IN JAMBS OTHER. THAN AS LISTED IN A L B. II II ( EXTRUDERS r FLLRILAINT. INC. SANF ORD. FL. SLIDING G_ ASS DOOR TAPCON GL, SS CHART 83 CIVIL t:.. N.T.S. o-a 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 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 44 ? 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 60.000 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 6 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020036 JAN. 11, 02 01-1201 ZTrO"- MULLION ANCHOR BRACKET WINDOW FRAME SILL TYP.) WINDOW FRAME HEAD TYP.) SEE NOTES ~1 2 & #3 D ° INSTALLATION ANCHOR TYP.) 8 SELF TAPPING SMS (TYP,) MULLION ANCHOR BRACKET MULLION DIE N. 1447 Plk6AlbA MA ACTUR i R NAME: MULLI N 1-4 _ _ _.-.. A DIE NO. 1447 TER FILE # 6 SECTION B-B DWG NO: GEN-0453 INSTALLATION ANCHOR TYP.) D SUBSTRATE v D ° 1-7/8' v 1 v 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. RJA CONCRETE SCREW ANCHOR F SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INT CONCRETE OR MASONRY. 3) IN W OD FRAME CONSTRUCTION, ATTACH MULLION T SUBSTRATEUSING #10 SCREWS OF SUFFICIENT•LTH. T ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. B B 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS e: TITLE, FIN HORIZONAL MULLION INSTALLATION DETAIL f" ALUMINUM TUBE MULLION, DIE NO. 1447 EXTERIOR ELEVATION:: SEA, ---- DRw BB ,+ °____ D",E3,17/02 a•' :- `i a' VT/ET- — — — — SCALE- HALF MATL, ---- DVG NO GEN-0453 pRC,pARCQ--pR6OtX7 TECNNOLOGr CORP.. 250 INTERNATIONAL PKV\, NCATNROW, FLORIDA 32746 PVQd .07-f10S-0363 FAX .07-f10]-0366 t? GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM kti FIN HORIZ. 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 "Y' 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 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020040 12Jan-2002 01-1201 Dwc No: d-0450 MULLI( ANCHI BRACK WINDOW FRAME JAMB TYP.) STALLATION vCHOR YP.) roiULuviJ DIE NO. 1448 8 SELF TAPPING SMS (TYP.) SECTION A- A MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) i SEE NOTES a o # 2 & #3 17 SUBSTRATE A A SECTION B-B CIENTRA 11 FLORIDA B. 0. A. Fe' B -J - ELEVATION UFACT R Nam' EXTERIOR -AiCQAL NOTES: tMASTER FILE # T N DETAILS APPLY TO ALUMINUM TUBE MULLION DIE NO. MULLION ANCHOR BRACKET 2 r a L 1) MULLION INSTALLA 10 1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP. r 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. TITLE: FIN VERTICAL MULLION INSTALLATION DETAI_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 /_ SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD AREA: - - - — DRN: JS APRvO: ---- DATE: SCREWS L FRAMING. I wT/FT: - - - - SCALE: HALF I MATL: ---- DWG NO: GEN =:J PREPPED 8r: PRODUCT TECHROLOC, CORP, 250 wiERHatiONAL PKwv. KATHROK FLORIDA 33746 PNONC 407-805-0365 FAX a GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 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 d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-a366 CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Q &z 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 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020038 JAN. 11, 02 01-1201 1. TESTED IN ACLVaLI BI ANaWITHSTAHDARJ"OING CODE. CMPTER 17• TO A POSITIVE MO 1NEGATIVE 37.5 PSF. a 2. y4 NABETRq REPRESENT YARI OLS SECtICN HEIGHTS. 3. 1" SECTICN 7' HIGH DOOR S OWN. 6' HICH DOORS HAVE FIVE SECT CT. r 4: SECTI(N FC1041 OF 70.912. 19.00 1 16.75 ARE AVAILABLE I NO WILY BE USED IN C0.431NAf1ON TO A04IEYE VARICLIS HEICHI DOORS. S. EA60551EN7 PAf TERN OF 14.50 X 20.375 SON. ALTERNATE PATTERS OF 12.50 X 43 375 *0 12 50 X 20.375 WAY BE LSED. TORSICM SPRINGS9.CM. EXTENSION 91RIINCS AVAILABLE. 7. LSE THIS BRADCET. REF. PM 405954-0002. CM e' HICH DOORS ONLY. e. WINDOIT WAY BE INSTALLED IN THE TOP SECTION OR THE SECTION IYEDIA TELY BELOW THE TOP SECTION. NGc C0l NTY ' 9. THE STTi/1 Pl ACT3.ET.T (N DOORS C06ttiCTCD WITH S tF "ORE SECTI(7'6 4ltswa CXNSISTENI WITH THE DOOR 9-CM. THE STRJTS FOR OR ADDITIONAL INT • R r d1 r I[A SECTICNS THE STRUTARE TO BE PLACED AS 940m CN THE THIRD SECT ICI- uu ..++ CC *rrI ,r a • C Y /CR NEE 10. REOI ED BY TTFE DIFFF 41M BETWEEN µP-C AAC SECTIONS rLJLL SECLtON FEICHT6f220 • TER • •" I1. SCREW PM &05911-0001 IS A 1/4• DIA X 5/6' LONG TYPE AS hEX HEAD METAL SCREW _'f t2. STRIA PLACEAONIS CAN VARY •3'. oo 13. OWINTI IY FOR LOCKS CAN BE 0. 1. OR 2. TRACK END HINGE I ' 1- 1/2• REFS F \ 2' z 6. *000 JAAB . PAWL 2• x 4' WCOD JA/.B SECTION DR ECUI VALE7Nr 405264- 0001 9. 018 TW I JIl TRACK BOLT I 5/ 16 X 1 3/4'REF LAG SCREW BOTIOA FIXTLR DETAIL SCALE: 115 kTTOA 3tR 2' X 6' Wow JAA6 2• % 4' WOOD JA 6 'D'^7 OR EO3IYALE7N7 I BAR A/ HORIZONTAL TRAC WEATHERSEAI COfNTERBALANCE I SECTION ' C-C' I 12 R SCALE:-1/2 PT IONu`` SPLICE IN FQRIZONIAL TRACK A'OF RAD TOPIUS D• 405964- 0002 407505-0004 ET• TYP 2 PLCS 061166- 0001 TYP 2 PLCS IGRII VARI{ Sl te. 5 403964-0002 a r! n t 1 400650-0002 Nl' 4 "Ell 1A "IF6-2 TYPICAL 4 1' 36. 00 1.p93 00 061407605-000i Jl TYP i -PLICS 0005. 156-OWN TYP 2 P CS E ` VIEW 'D-D' 2' TRACK 049 THC (VERTICAL) STANDARD TRACK DETAIL FOR 9' SCALE: 1/10' • I• / SERIES 280 TFf2U 289 ARE ECUIVALENT CONSTRUCTICN 25GA STEEL 405771-0001J SERIES 180 ARE SME CONSTRUCTION AS SERIES 280 ONLY 24GA STEEL 061155-0002 AND END CAP. YY• G i"Tm ..e IAI ZrRIFC. DOOR WIOTII COMER S711E END STILE q p_ STRJI$/SECT. 11gllER 11CAL `ATRAOC I9JPER i61A.DTI HW 9• 1 SOUR YES HS2 2- X 7/16' 049• 113 STD. ROLLER SHAF ERADCE r 405742- 0001 OPTIONAL WINDOW DETAIL SCALE: 3/32 IE3 TER STILE SPRING ANo-W / P/N 40e6e0-0 DV, CKE T INTERIOR ELEVATION SCALE: t/t{• P to rt ttr +terra .rwrtw.r twT •.wrr •• om . i I rwon wwRA m wwt+ ' n ra•W+ t-+NraP.arm nt ttw. m•.W rnr Rnm err. ra tNW omm w wsau .+ twww. r itaVA. mWurLtaiW..r . • mt wr w Ir<. L ER SEE NOTE4 r- o•sHawNl MAX. HEIEiHj . 15' 00000 4 12•<N SIW7 TOP FIMIRE DHINGE STRUT T -- 1 7/ e• Tw. SECTICN SCALE: 1/ 4 DESIGN LOAD 25 PSF ± TEST LOAD 37.5 PSF ± DAVID FAt 102119 30 R. 9'- 0• MAX. p Kan6 eT1mr,R>au I 1 x 7/t6 Fr 106 Thl(. sx o 1070IJIN1 P/N 401199-0001• rOP FIXTLRE AT TACH TO ODOR WITH SCREWS PM 605911-0001 I ETD CAP P {0e79{ 1 2.] Si ON ISO 1t5 D ON 260 SERIES 2 9/32 070 YIN 000 3 3/16 f o 0 L oho 7/16jj PM 407603-0001. CENTER HINGE STEEL DOORS ATTACH TO DOOR WITH SCREWS PM 605911-0001 2 1 7 /32' •-- 097 YIN+IIf1 0 LIT 3 9/76' 0L I 2 7/16' PM {05771-XXXX BOT. FIXTll2E FOR 160/2e0/290/390 SERIES ATTACH TO DOCK WITH 3 SCREWS PM 605911-0001 l' 1 3//• T O — 2 11- H lob YIN PM 40596{ Ht 0I6450. eRACUET • SCAB PART. NA6ER L' 405964-0001 3-1/. 046450-0003 3 PASIETQA/9ERTIGI STILE OR PM 605e79-000115ELP•ERIII LTG) SECTION 'B-B' srEn srT6lrs It, nTx 000lal 25 F LENGTH • DOOR WIDTH - 1' 1/e1' I 1 7/T e YIN, Tw PM {00650-)D=. ROLLED MS-X STRUT ROILED HS STRUT CHART PART NIAMR YIN. TM(. STRUTL. 00650-0002 o50 2 400650-000. 020 76-0 r—R 3/6' 1 r—.}-1 3/4• o3/ 3/e•. Hx1011r P/N 405964-0002. 9U00=T, SCAB JOINT SCAB BRACKET DETAILS ATTACH TO DOOR WITH ' 2 SCREWS PM 605911-0001 tttttst tutit..m Icv rD1 a 1o,ao s/wm d c Ittl rol d 1ou 0 0 0 2 1/16• O 0 J t1HIi0W H 5/6' o I 0 0 0 1 —3•- ' PM 061601-0000. SLIDE LOCK ASS7 2 9/32 070 YIN l T— 000 0 0 3 3/16 0 O PIN {07605-X)00(• END. HINGE STEEL DOORS TF•7 7 r•• `/ r r r '`(• ,. 9 PART NM3DR x e /' • t_ " .07wa-mat .0 0004 1.to 3 a7W-m0a 1.60 ATTACH i0 DOOR WITH 4 SCREWS PIN 605911-ODO1 7 9116 MIT, REF 7/16 1 13/16• DIA 1 13/16 DIA REF 7/16•- 4 r 7116 DIA. REF. PM 061166-M02. ROLLER ASSY.-'=,FY_•_';_ PM 081155-0001, ROLLER ASST. TR-] .y"t""^7e- /• F fll P/0 R n Off • qY 111•.O fn 1 r • 02119/0 I D Ero 1. ([SES LED IN ACE RIM STANOAt>D 911 LDINC CODE, t}uPTG 17, TO A PO5I LIVE AD NECAT IVE 37.5 PSF. 2. DA94 NAGM MPESENT VARIQS SECTION KIONIS 3. FOIR 5[CTION 7• HIOH DOOR 90M+. 6• H104 DOORS WAVE FIVE SECiICNS. SECTION NEIGHT OF 20.512.'19.00 1 16.75 ARE AVAILABLE AND MAY BE LSED IN OD•61NATICN TO A04IEVE VARIOUS NE 1041 ODORS. 5, 000SMENT PA TERN OF 14.50 x 20.375 9004. ALTERNATE PAT74)76 OF 12.50 X 43.375 ATO 12 50 X 20.375 WAY BE USED. 6. IOi151LTI SPRINGS 90MN EXT061CH SPRINGS AVAILABLE. 7. USE THIS BRACKET. REF PM 405964-0002. ON 6' HIGH DOC RS OdY. 6. WItMW IAAY BE INSTALLED IN rTE TOP SECTION OR THE SECTICN IKOADIATELY BELOW TK TOP SECTION. 2• X 5' MOOD JA•6 2- X 4' 100D JAA43 , OR ECLII VALENT RJ 405964-0001 I BOt/4• TRACK LT 5115 x t 3/4• 5' REF LAG SCREW DETAIL 'E• • SCALE: 1/6 3 1/ 6A 2• X 6• HOOD JAA9 2• x 4 JA6 •D••1 OR EOUIVALENALEM OL IIZCNTALTRA t CD.NTERBALANNCE 12 R _CPTICNAL SPLICE IN N Z(N Al TRACK Ai TOP OF ,LIS 11 405964-0002 ' D• MCNI1G 1(HH1 4VM1 ESl 16. 9. tTE STRUT PLACDAMI ON OOgM CCNSTRICICO WITH 5 OR WILE SECTIONS LASE BE Ix71SISIDIT WITH iFE DOOR $pll. f/E SIII/t5 FOT TIE ADpIfIONI INTEA•m1Af (' (( • SECTIONS ARE t0 BE PLACED AS 9PN CMTIE THIRD SECTION t• : ` P f 10. TI-E SIFIIT PLACD•ENT OILOGICH CHON SECTIOS LESS Dim 20.612• LISTS d 1 b REDUCED BY OE OIFFERDRCE BETWEEN THE ACTUAL SECTION rCI04T . 20.412'. IT. SQiE1 PM 60l9t1-00p1 IS A 1/4• OIA X 5/6' LONG T7P AS 1E)I HEAD LETAL SO". 12. STRIT PLACD4)41S CAN VARY 43-. 13. OUANII TY OF LOCKS CAN BE 0• 1. OL 2. P TRACK ETD HINGE 1- t/2REF f•{ _oI pp 0 \ PM•EL SECTION 1. 013 rw1 WEAr}QiSEAI 401605-0004 TYP 2 PLCS 0U 62 PLa' 407605-0003- TYP 2 PICS 0611CS-0001 TYP 2 PICS 400650-0001 — 1 966 1-6-1 TYPICAL MIN. HE101E I.. _ ..._ .__. .._ 3 PLACES..•. _._. LpIUS '... _ _ ._ 46450- 0003-- _. _.__. 2 43 4075054002- 16. 00 TYP 2 PLCS a.00 TYP 2 PLCS 061156-0001 E ` VIEW ' D-D! 2• TRACK 049 THL ( VERTICAL) STA•DARD TRACK RETAIL FOR 9' SCALE: 1116' • 1' SERIES 280 TFRU 289 ARE EQUIVALENT CONSTRUCTION 25GA STEEL SERIES 18o ARE SAW CONSTRUCTION AS SERIES 280 ONLY 24GA STEEL AND ENO CAP. DOER TESTED WAS 2f1 SERIES. -- 40577 -0001 061166-0002 ROLLER SHAFT BRAOKE r 405742-0001- OPTIONAL WINDOW DETAILIJ SCALE:3/ 32 INTERIOR ELEVATION SCALE: 1/ 16• 1* r w w w YYYsrl1.N w. •.tea y 1. 21MM11www4wfl Y.wwN r1 w pa YM/1. h rM OI04i N ll r S 1 w A rI6A/I Rllwl NN4w1 wtw/ NN4 Ells r.w • NNwN wr....w SEE NDTE 4j.-1 7/6• THK. SECTION 'A - A" SCALE: 114 F• DESIGN LOAD 25 PSF ± TEST LOAD 16• ® 37. 5 PSF ± 17•-01 SHDNNI .. ._ . IM7(. 14E1Oi1 15' OIN 1 - OODC ©i ,.f.•. - . 02/ 19/ 100 p• µIX. A 9 I 2 7/16 Fr , t06 INc. 32 0 0 070 MIN PIN 401199-0001. TOP FIXTURE ATTACH TO DOOR WITH 4 SCREWS -PM 605911-0001 2 9/32 t—.070 MIN 000 3 3/16 o 0 7/16 F- 2SP CAP403794-OMI 2.3 C4 t60 SERld REO'0 ON 250 SERIES PM 407603-0001. CgNTER HINGE STEEL DOORS Al TA04 TO DOOR WITH 4 SOrkWS PM 605911-0001 pm 6PM05911-0007 •— -' 2 FASTE•fR/VERTICAL STILE CL PM 6p o0001SELF-ORILl IWI SECTION ' B-B' SIM STAIRS 19• WIDE DO=) 091 IJIN 0 U.- 39/16'OI 2 7 / 16' PM 405771-b200( BOT. FIXTE FOR 150/2e0/290/390 SERUR IESATTACH TO DOOR WITH 3 SCREWS P/N 605911-0001 25 LENGTH s DOOR WIDTH 1 7% 515 MIN. Tw. PM 400650-)0(XX. ROLLED HS-X STRUT ROLLED H.S STRUT CWTT PART NLAHJ4 MIN. TFK. S-1 400630- 0001 030 1F6-1 400630- 0004 020 HS-0 O o 0 2 T ROW 0 J 4 5/a' c Jam_ O O O I PM 061601-0000. SLIDE LOC( ASS' 2 9/32 rL• 1314• r- 4 3/6—+I iw--{--1 314• .07. 0T ALM I2 1/2•O LUM OO2 S/6• Q J 3/76 0 L-- 1 o 0 lDa IJIN toe M11441— ; PM 405964 t 046450. g:AC(ET• SGB PM 405964-0002. ERAC4ET• SCAB JOINT PM 40760S-t000T, ENJ. HINGE r RESID. STEEL OOORS PAR1. NA43OH •L' 405964- 0001 ]-1/4 '+ PART NAM '4r 046450- 0003 14• ca F•r. % {f E 40- .0 c 0 [ S ; •'•. -J\0 0740-0007 1.10 SCAB BRACKET DETAILS _ 407603- 0004 1.» A' r .r', t C y:: 4or4m- 0005 ATTACHTO DOOR WITHi'S 1. 40 2 SCREWS PM 605911-0001 t ATIA04 TO DOOR WITH 4 SCREWS PM 605911-0001 5. 6©7 9/1 T- -— r-••_.__ 1 13/16 DIA 1 7/le DIA. •-/ 71".--' 1 6- REF. PM 061156-0002. ROLLER ASS'. ,.u4r •: ..." .`- . PM 06176e-0001, ROLLER ASS'. TR-3 4. m u ua 4r 40CI14o4w1r swr 4r s.o444 4s w •y,.. NM 04 4r n407 w 41s 14r. • 02/ 19/ffi MIAMI. MADE 1VIIANII-DADE COUNTY. FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE M[i'rR0,DADE FLAGLEIt BUILDING 140 WEST FLAGLE[t S'rltL'hT, sUrl [: 1603 MIAMI. FI-MI )A 33130'-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX (305)375-290\ Premdor Entry Systems c:ov rli\c-roli 1ACENNINC SEC ION 911 E. Jeferson, P.O. BOX 76 (303)373-2327 I:AX(303)373.2355 Pih ,KS 66762 CONTILACI'Olt ENFORCEMENT DIVISION 303) 373.2746 FAX (305) 373.29os 11RO DUCI• CONTH0 1. DIVISION50cationforNoticeofAcceptance (NOA) of: ( log>37s-2 w21'.\X(lus)I72.W3J Entergy 6-8 S-W/E Inswing Opaque Single w/sidelites Residential Insulated Steel Door under Chapter 8 of the Code of Miami -Dade County governing tl\e 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 specitied 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 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.: 01-0314.13 EXPIRES: 03/02/2006 Raw Icoanguez Chief Product Control Division THIS IS THE COVERSH_ EET, SEE ADDITIONAL PAGES FOR SPECIFIC•AND GENERAL CONDITIONS BUILDING CODE S PRODUCT REVIEW CENN-I •11TTEE TIIis application for 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: 06/05/2001 s0450001\pc2000\\tern plates\nolice acceptance cover page.dot Fmncisco J. Quintana, R.A. Director 1Nliami- Dade County Building Code Compliance 01•11ce fit, .. .. .. .... Premdor Entry Systems ACCEPTANCE No.: 01-0314.18 APPROVED JUN 0 5 20C1 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1, SCOPE 1!1 This renews the Notice of Acceptance No. 00-032I.20 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-W/E Inswing Opaque Single Residential Insulated Steel Door u"ith Sidelites- Impact Resistant Door Slab Only and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1020-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Wood Edge Single Door in Wood Frames with a Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01115101, 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 single' door only, as shown in approved drawings. 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 REQUIREt-YIENTS 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 Building Official or the South Florida Building Code SFBC) in order to properly evaluate the installation of thi. system. Manuel tntrolcz, P.E. Product'Co Examiner Product Division 2 PRODUCT PERPORMRncE DRTR HURRICA14E CODE l WOOD -EDGE STEEL DOUR Ifl WDOD FRRIIIE PRODUCT CERTIFICRTIO(15HEET - S1+-4-lei LD aoE - (r swI Valid for the following side -hinged door arrangements: UYHuub UUUHS — ti't1-" IIUIIIIIIHL hblUH 1: Single Door with Sidelite Single Door with Sidelite Single Door with 2 Sidelites P Double Doors on Hinge side on Strike side DOOR STYLES: 0® 1313 Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel BOB - n l! 9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIDELITE STYLES: 680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series 23L, 24R, 24L Series DP +l,o -l o IMPACT CSF MULTI WE_STL_WD OP Entergy- Entry Systems ev CW*K1inQ PfW%m of yodudf implprtminl male SPICO"Mu design And Q/oftV dtCi S W to Cnsnpa maemn nods. f M Premdor Entry Systems ACCEPTANCE No.: 01-0314.18 APPROVED JUN 05 2001 EXPIRES April 02. 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. 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 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 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 bc*availablc for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of tills 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. J END OF TFIIS ACCEPTAjNCE Manuel tvcz, P.E., Product Co xaminer Product Control Division PREMDOR (ENTERGY BRAND) WOOD EDGE SINGLE DOOR WITH SIDELITES IN WOOD FRAME WITH BUMPER THRESHOLD INSWING) 100' MAX 4' MAX 4' MAX 4' MAX 4' MAX 4' MAX 15' 3' MAX MAX14' 3' MAX 3' MAX 3rMAXMAX 4' MAX—i 4' MAX 15' MAX O.C. 15' MAX O.C. 15' MAX O.C. 15' MAX O.C. 15' MAX O.C. 6' AX 4' MAX 22' x MAX IS' MAX 64' DLO I5' _ 15' MAX MAX B 1/16' ( I4 ON ]St. HI I MAxJj. 4' MA 1 ]716' ( ON 11IN115 KVIKSET DEADBOLT- 11 HODEL 660 SERIES OR HARLOC DCADOOL MODEL 020 r-5 I/2- KVIKSET LOCKSETJ MODEL OL200 SERIES OR HARLOC LOCKSET MODEL 100 ON HINGES 1 MA I414' 1AX MAX f ic. I-t-I '-Y-3' MAX NOTES 3' MAX-+J 4' MAX--JJII I.) VOOD BUCKS BY OTHERS. MUST BE ANCHORED DROPERLY TO TRANSFER LOADS TO THE STRUCTURE. THE PRECEDING DRAVINGS ARE INTENDED TO UALIFY THE FOLLOVING INSTALLATIONS. N. VOOD FRAME CONSTRUCTION VHERE DOOR iYSTEM IS ANCHORED TO A MINIMUM TVO BY VOOD PENING. 3. MASONRY OR CONCRETE CONSTRUCTION VHERE OOR SYSTEM IS ANCHORED TO A MINIMUM TVO BY TRUCTURAL VOOD BUCK. MASONRY OR CONCRETE CONSTRUCTION VHERE OOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE R MASONRY VITH OR VITHOUT A NON-STRUCTURAL BY VOOD BUCK. L ANCHORING SCREVS TO BE 010 VITH UM 1 1/2' EMBEDMENT INTO VOOO SUBSTRATE MAX 15, IS' MAX MAX 43 I 16' TOP OF DOOR TO q OF LOCK IS' MAX 3' MAX 3' MAX 4' MAX MAX L/ RH. INSVING L.H. INSVING RE VAT mr[LIRA110N OUIREKENI IS NEEDED I VHCRC VAIER INFILTRATION REQUIREMENT IS N01 NEEDED Itiv NOT A004P MITAPPRnVFn UK 3/16' PFH TAPCONS VITH 1 1/2' MINIMUM EMBEDMENT UNITS SHALL. BE INSTALLED ONLY AT LOCATIONS PROTECI[D BY A CANOPY OR INTOMASONRY. OVERHANG SUCH THAI IHE ANGLE BEIVEEN THE EDGE OF CANOPY OR OVERHANG UNITMUSTBEINSTALLEDVITH 'MIAMI-DApE COUNTY 10 SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN APPROVED' SHUTTERS NON - HABITABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED TO 5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT VATER INFILTRATION. AND DOOR, THREE STAPLES PER JAMB INTO BASE ON SIDELITES. 6. LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE JAMBS AND SIOELITCS. 7. DOOR/SIDELITE HEADER. DOOR/SIDELITE JAMBS. AND SIDELITE BASE LVIllLkLsss11110sbamsr):011IRE CORNERS ARE COPED AND BUTT JOINED. B. DOORS SHALL BE PRE-PAINTEO VITH A VAIER-BASED EPDXY RUST INHIBITIVE PRIMER PAINT VITH A DRY FILM THICKNESS OF O.B i0 1.2 MIL. 9. FRAMES SHALL BE PRE-PAINIED VITH AN ACRYLIC LATEX VAIER-BASED/ PROUDR ENTRY VATER- REDUCIBLE VHITE PRIMER VITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. 41L mil not ¢ IA 410 x 1 1/2' MINIMUM EMBEDMENT f/) PER HEAD L SILL. (6) PCR JAMB LiERNATE+ 3/16' PFH TAPCONS r/ I 1/2' MINIMUM EMBEDMENT 1/ 2' x 2' STAPLES SEE NOTE 5) A, 80 11 / 16' MAX MAX 48 x 1 3/4' F.H,w.S 3) PER SIDE FROM JAMB INTO THRESHOLD APPROVE&) AS COMPLYING KTTM Tmf SOUTH F JURA gUILOING COPE DATES I , J 0 5 BY YN GLutt /iSLc PROOU T C NTROL DIVISION V BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 T - 0 31 Y. / g 1- 1020-EW-1 SHEET I OF 6 0 1/4' SHIM MAX r- 3/4' 2. BY WOOD BUCK EXTERIOR MATERIALS LIST ITEM NO. DESCRIPTION PART NUMBER COMMENTS D WOOD HEAD JAMB EV-12 1 1/4' X 4 9/16' MIL. TO BE PINE OR EQUIVALENT Q COMPRESSION WEATHERSTRIP W- q LOCKSCREEN BRAND LOXSEAL50 (BRONZE) 3Q WOOD STRIKE JAMB Ew-10 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 40 ALUMINUM -BUMPER THRESHOLD EV-13 IPREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' SQ TOP CHANNEL EW-05 1PREMDOR BRAND - 1 11/16' - 20 GA STEEL STEEL SKIN 26 gm U17 004 -.100) ni nxa PER plat( RTI 1101 R 81' O POLYURETHANE FOAM CORF BASF FOAM - DENSITY 2.0 TO 2.5 tbs./Ft) BOTTOM CHANNEL EW-04 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 9O WOOD LOCK BLOCK EW-08 4' X 9 112' MTL. TO BE PINE OR EQUIVALENT ' 10 STRIKE STILE EW-07 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT II HINGE STILE EV-06 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT 12 LOCK PREP FILLER PLATE EW-09 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 13 I 4'x4' HINGE EV-15 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) 14 WOOD HINGE JAMB EW-11 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 15 010 x 3/4' F.H.V.S. 4) SCREVS PER HINGE INTO DOOR 16 010 X 2' F.H.W.S. 5) SCREVS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOVN FROM 19P, MAX IS' O.C. THEREAFTER 10) SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB. 4' DOVN FROM i0P AX 8' O.C. THEREAFTER 4) SCREVS THROUGH EACH HINGE INTO DOOR JAMB 6) SCREVS THROUGH EACH SIDELITE JAMB INTO SIDELITE. 4' DOVN FROM TOP. MAX 15. OC. THEREAFTER 17 ID H3/ 16' PFH FHfAPCp(S V/18NIMU4 I V/ MINIMJN I 112M I/ DNLNrCNBtoCt mQNiREFER TO ELEVATION VIEV. FOR I Or SCREVS USED AND LOCATIONS 1 3/ 4" O0 4 11/ 4„ 18 SIDELITE WOOD STILE Ev 07 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT 19 48 x 2' F.H.W.S. 2) SCREVS AT EACH STRIKE PLATE 0 LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK NOT USED ON THIS MODEL WOOD SIDELITE JAMB EW-18 1 1/4' X 4 9/16' MTL. 10 BE PINE OR EQUIVALENT 22' X 64' SINGLE PANEL GLASS EW-19 TEMPERED GLASS IN POLYPROPYLENE FRAME- OC-1643 - (ODL-2 AR TEMPERED GL SIDELITE TRIM ( WOOD) EW-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT WOOD CASING EW-21 1/8' : i' MTL. TO BE PINE OR EDUIVALENT - ITEMS ARE MOLDINGS USE( FOR 'SIDE BY SIDE JAMBS- AS MULLIONS WOOD SIDELITE HEAD JAMB EW-22 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT WOOD SIDELITE BASE EV-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE LITE FRAME DC-1643, ODL-2 HP Polypropylene by ODL 46 X 1 112' PAN HEAD SCREWS 18 PER FRAME SC"V SPACING 10 BE 3- IN FROM EACH CORN ANO NOT i0 EXCEED 14' OC (HERE AFTER. PIN NAIL 3/4' LONG NAIL. 4' IN FROM END. MAX 8. OT_ 1)ERAFTER, USED ON MULLIONS AND TRIM DOW SILICONE # 995 4 9 / 16' LIMITS: UNUSS NOTED, FRAC DEC EXIRUSIGN UNLESS NOIEO, Sla 01. IDL'i SECTION B— B AFPfiH D is C07 :iplC1G A7Tii THE DR. By R.S. DAi[ - - OIJTFIF" '"` E POOR ENTRY SYST BY 911 E. J<FFERSON PRODU ?TTROLDMSION PITISBIQ26, KS. 9762 BUILDING CODE CONPLIANC- "QFlCE ACCEPTANCE NO. 01 - 0. DADE COUNTY MODIFICAT D 31- 1020- EW-I A SHEET 3 OF 6 REVISION LEIIER B 2 BY WOOD BUCK 1/4' SHIM MAX 3/4' 79 3/16' INTERIOR I MAX 80 11/16' MAX 2 BY WOOD BUCK SECTION C-C 1 1/4' EXTERIOR PLEASE SEE 'GLAZING DETAIL' DRAWING #31-1020-EW-I SHEET 2 OF 6 1 1/4" DOW SILICONE #995 IS UNLESS NOIED, ERAC ' DEC USIEINS: UNLESS NOIED, SIR 01. Ill AFP-.C'.'ED AS Coed mr, YATH THE SOUTH I:JbWA8UILDlt, CODE MA E u N o5 b B DAZE - PODUR ENTR' BY911 E..ItFEERSM PROOU NTROLDMSION PRISBURfi, KS. 66762 BUILDING CODE COIAPUANCE OFFICE ACCEPTANCE UO. 01 - O / 8 DADE COUNTY KapirICATIONS MAFERIAI VAS Pf1I MYRENE Awn PAGE 5 (nnoR f1Puwf ADD SCREVS 10 LIFE FRAME L MATERIAL LIST 1- 1020-EW-I SHEET 4 OF 6 REVISION LEIIER D A• MAX I5' MAX 0 C. IS' MAX oc. IS' MAX 0 C. IS' MAX oc. IS' MAX aG 6' MAX MAX— I I Is 15 15' IS' I5' I 6' MAX 4' 80 11/16' MAX UTH ER DOOR CO"NFIGURATIONS 68 ]/A' MAX 4• MAX A' MAX A' MAX MAX MAX MAX MAX— 1•' MAY IS' MAX MAX I KAX--1 I II J L— •• MAX Is• Is' MAX MAX oc. 15' MAXoc 80 11/16, O IS• MAX MAX 0 C. 0 Is, MAX oc. 37 1/2' MAX 4• MAX MAX 15' MAX MAX oc MAY I MAX rMAk I II— 1 MAX MAY MAY MAk 6' MAY MAX IS' MAX 1•, I j—NAX MAY-1 E- MAX MAX MAX oc. MAX 4• MA% MAX •' MAX MAx ]' MAX MA; ]• MAY MAIMAX15' IA' MAY •' MAX II IA. I I II MAX 15• 11I MA; X• MA;J 1 IC. MAX AY MAX LG 80 11 MA MAX I.C.O O MAX I.C. MAX IC. II y r- x MAX ILjz'J LI'' 1 IIIsLIs MAX MAX if MAX MAX 1 • uz MAx MAX MAX A' MAX MAX rAr 4' MAX MAX MAX MAX XD 16, UKIII RIESS VED, FRAC DEC EXIRMD&. R(SS 1010, SIR Coal. 10A AI _ : -D„ASCi.;.. FLY;NG VAN THE X 5•' 1 n 6"LQ'DCU ODE DR By DA I-ll-Ell PREMDOR ENTRY SY11I:1 _ Pr10a.;r Cr" .eL OIV1510n 911 (. ff(RSQi ILDING Cr—c CO.'APL1:..:CE OFFICE PI I ism, KS 66162 ACCEPTAI 01-0 3 1 15' MAX oc. IS' MAX oc. 0 80 11/16• MAX Q 15, MAX 0 C. Is, MAX ac rz MAX 14'J L14' I MAX MAX 6' MAX MAX A. A' MAX A. X 0 31-1020-EW-I SHEET 5 OF 6 VISION «n(R GLAZING DETAIL ERVIN VILLIAMS 850A TERICIt GRADE LATEX CAULK k,Ir 1, E ERIUR . INTERIOR 40 1/2- GLASS BITE 1/8' TENPERED GLASS INTERIOR JtL 11LJN A -A INSWING OTHER CONFIGURATIONS MAX MAX s 1p"i t t. P?'.U:cJ As C:.l-IY 6u L{Y17 ri 7NE IDiIS DATE FI(""pr l LU E [rrBe 8Y J PPCTTROaROLDPAs10N8U401NGCODE COIAPLIAIICE OFFICE nl8 ACCEPTANCE NO. gt! TO WE roses s M COWMARAIIRrS ra-rr Sim SG[ 31- 1020- EW-I SHEET 2 OF 6 t[YISQ [ III[t C OTHER DOOR PANEL 36" r MAX 013 79 /16" 00 00 0 000 MAX 00 BLANK TOP 6-PANEL 4-PANEL 9-PANEL 4-PANEL STYLES 00 o0 00 0 0 00 BOB ®® 0a 000 00 00 00 no Go 10-PANEL 18-PANEL FLUSH 8-PANEL CROSSBUCK 12-PANEL 4-PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANEL ' EYEBROV V/SCROLL EYEBROV EYEBROV V/SCROLL OTHER SIDELITE STYLES 30" 0) [' MAX o _ 7 9 / 1- " p M'Q X SL-10 SL-20 SL-30 SL-60 SL-50 SL-50B as 00 0o 00 00 00 00 00 00 PD-1 PD-2 PD-3 PD-4 PD-5 PD-6 9 I III, 0 6 o 0 p 1 - SL-69A SL-69B SL-69C SL-25 SL-55 SL-30D SL-40 SL-90A SL-90B SL-90C rrmgoam 8 0o 00 00 00 0o 00 0o 00 PD-7 PD-8 PD-9 PO-10 PD-II PD-12 PD-13 PD-14 PD-15 mill" II oilII II ! I I L II It II II ._. 111 111 ill .:_. 111 111 00 SL-30B SL-30C SL-70 SL-80 88 80 0a on PD-16 PD-17 PD-18 PO-19 PD-20 PO-21 PD-22 PO-23 PO-24 PD-25 PD-26 PD-27 PO-28 PO-29 PD-30 PD-31 PD-32 PO-33 LIMITS LK(SS ?Cl(0, fRAC OEI NG IIMIN RESS W10, SI0 O)1L. IELI goo LI2 PART X%PRE1 0R BY pAl NA t: 00 .00 H OUD 000 ODU oo n0 PREMDOR ENTRY SYSTEMS 911E EFFERSDI PO-35 PD-36 PD-37 n-38 PO-39 PD-40 PD-41 PO-42 PD-43 P"-43A PD-43B PIIISM, KS 66162 w w W r? u r. 1 i w r> cL w a - w o o w PO-34 a 0'. > c c In a o x m 31-1020-EW-1 SHEET 6 OF 6 R(VISIN LETTER s d PREMDOR (ENTERGY BRAND WOOD EDGE) 3'0"x 6'8" STEEL DOOR IN PREMDORS HOLLOW METAL FRAME (INSWING) 0. MAX i SCE NOTE 1 8 7 / 61r OF IS HINGE 1 5/16, -COMPRESSION ANCHOR I JAMB THROAT "` _ I B. $TOP 43 11/16. KVIKSCT DCAOBOLT i OPENING OPENING MODEL 660 SCRICS 1 I i 1 TOP OF DOOR OR HARLDC DEADBDLT i TO 4 0 LOCK MODEL 820 i 31 3 16' Tr I/2'J I 9/16 i TYP. ON HINGES 2'- JKVIKSEI LOC200 SERIESODELO1200SCRICS R MARLOC LOCKSCT ODEL 100 SEC. 'A' -'A' 82 /32' 1HINGEJAMBmix I- - I 5/16' + I ` A' j •A' DETAIL 31 3 16' T 1/2• I TYP. ON HINKS B' }TOP 1 r THROAT JAMB II O ENING OPENING ! I N8 x 2' WOOD SCREW I 19/16' 1/2'J / E2) PER SIDE 5/8'—( K) TOTAL, ' SFC. 'A' -'A' I II STRIKE JAMB J NOTES: STRIKE LOCATIONS I.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2.) THE PRECEDING DRAWINGS ARE INTENDED TO OUALiFY THE FOLLOWING INSTALLATIONS. A. WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY'WOOD OPENING. D. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO- BY STRUCTURAL WOOD BUCK. C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL IWO BY WOOD BUCK. J. REFER TO SHEET FIVE FOR SPECIFIC ANCHORING INSTRUCTIONS IN THE DIFFERENT ANCHORING APPLICATIONS A THE HEAD/JAMB CORNERS ARE OF DOUBLE COPED CONSTRUCTION. THE JAMB/SILL CORNERS ARE OF BUTT -TYPE CONSTRUCTION. 5. DOORS SHALL BE PRE -PAINTED WITH A VATER-BASED EPDXY RUST ITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. IMES SHALL BE PRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ rLR-REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 12 MIL. R I(IRATE ISouRCVNNKEDCD VFRVATER I IRAlID1 R[DUIRCNNI ISMONEEDED TAIL •A• I 1 B'--.-.-•- J 1 I 410 F.H. V.S. OR 3/16' PFH_ TAPCON V/ 1 1/2' MINIMUM EMBEDMENT I 36, I MAXI 10-21 X 1/2• rHM.S. tW 4) PCRHINEC INTO JAMB.B . ve• rMM, S. 2) PCR STRIKC PLATESHERVIN VILLIAMS B] OADETLATEXSELANTAPPLIED BEtVEEN JAMB L THRESHOLD BOTH SIDES DETAIL ' B' HINGE LOCATIONS APPROVED AS COMPLYING WITH THE SOUTH FlO IDABUILDING CODE A'}( DA E wom BY1LU.. PROOI/CT ONTROL OMSIO I BUILD, G CODE COMPLIANCE OFFICE ArrPPTAMrT: Nn 0/ -0313. o(P WITS SHALL BE INSTALLED ONLY AT LOCATIONS PROIECICD BY A CANCPT OR QVERNANG SUCH 1H41 THE ANGLE BEIVCCN iK EDGE IF CANOPY OR OVERHANG L.H. INSVING R.H. INSVING M N Y Y P1-1032-EW-I I2VFAlITILL ALCSAREAS VNERE TK UNIS. TAANDSTKIT IS AREAIAARRE DESIGNED TO ni1QµHI /•\ SHEET I OF 5 ACCEPT VATER IWILIRATIOL I1401 tfiN r N 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 LINE L I L 2 LOT 78 88.87' 0 o Ln N P.C.P. Map of Surve BEARING DIS ANCE S 00°00'17-E 50.00' N 00°00'17-W 50.00' LOT 75 LI T LOT 79 I -B- GRADING In 5.700 SO. FT. N O 5• 15.3' O O COv. ^ O o, PATIO nI 24. 7' Q NASSAU 11 - 1561 ELEV. 'A.B.0 6 D' SINGLE FAMILY RESIDENCE UJ FIN. FL. ELEV. 15.3 3 W O v e Ln "' vaEl 01 6.3Ln U LnLn 6l' D o01Ll 40- w o a00i pp o Z 19.3' n M...':.:..:. L2 LOT 80 PLANS REVIEWEI) CITYOFSANFORDCIL EL: 5 00'00'17 E-$273.87 REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT -F - PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRPTION.• Lot 79. - V E N E T I A N BA Y occordng to the plot thereof as recorded in Plot Book 63. at pages 84 - 88 of the Pubic Records of Serninole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon i'eswithin Flood Zone X acccrdng to the Flood Insurance Rate Mop Community Panel Number 120289 0035E.Doled 04/17/95. City or Sanford. Comrnnity Nunber 20294) 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, it 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 LS3182, or 34' 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 seal of a Florida licensed Surveyor and Mapper This survey meels the r7uiremen o londa Minimum Technical n s Staascontained in Chapl 6 f G17 Florida Administrative Code. M I Darae L. Przemieniecki, P.S.M. Registereaf Soveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Surve end Mapper No. 6092 Henn 6 Associates Inc., State of Fonda LB 4937 P.0 P ' SETBACKSMax Coverage - 62 i Front 25' Rear 20' SITE DATA Side 5 'Corner 6' AN'ERVIOUS 50. FT. _ 48% Mnintm Lot Width 50' LOT 50. FT. IMPERVIOUS AREA -2. 725SO.FT. Note: Bearm s shown hereon are referenced to the C/L of VENETIAN BAY CRCLE as being N 00°0017-W. Vertical datum is based on NGVD per Engneerng construction plans by Ned H i l l e r Engneerng. Inc. Job Nunber 2001 . Legend Temporary Benchmark O/ S O. R B Offset Official Records Book assumed datum) PePlatBook BOW CIL Backof sidewalk Centerline PC Point of Curvature d 1CALC6 Cenfrel or (Delta) Ample PCC. Point of Compound Curvature Calculated P.C. P Permanent Control Point Chord Bearing PG. Pape CD Chord P. R.M. CB R Permanent Reference Monument C.M. Concrete Monument PA- Progeny Line EL. or ELEV Elevation p,O.B Point of Beginning FINAL EL. Elevation ( Measured) P.O.0 Point of Commencement FO. Found P. 1 Point of Intersection Fin,Fl. Elev Finished Floor Elevation PRC. Point of Reverse Curvature I.P. Iron PRpe PT. Point of Tangency I R. Iron Rod R Radius L Arc Length RAO Radial Line LB Licensed Business RES. RAN Residence Rpht- of- Way LS. MOB LendSurveyor Measured TBM Temporary Benchmark NID(N&D) Neil and Disk TYP. Typical N. R. Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawing) Sketch of Legal Description This is not o Survey Drown by: CAI Checked by: DP Prepared For: MORRISON Job Number: 02- 017.02 Scale : I-- 30' Plot Ion performed: 01-12-04 Foundation Survey: Final Survey: Revisions . W i nr.• TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z22302A Address 1 VENETIAN BAY Address 2 LOT 79 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANS11TPI 1 SMYT"H LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAX: 407-299-9153 Design Loads Roof: 37 PSF Floor: — - Wind: 120 MPH/CLOSED BLDG. WITH REAR PORCH & RAISED ENTRY WIND PRESSURE EFFECTS Engineer of Record MARCOS FIGUEROA OF 580 CAPE COD LANE, STE 9, ALTAMONTE, FL PE#31707 Or Building Designer: Seal Dat . 12-Jan-04 Truss Engineer: William M. Ranieri Alpine Engineered Products Design Software 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: Sid. Gable, Slruct. Gable, Comer Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: R1 R2 R3 R4 R5 R6 R7 R8 R9 - R10 R11 R12 R13 R14 R15 R16 R17 R18 R19 V7 V2 V3 H1 E1 C1 C2 C3 C4 C5 29 Plus Standard Details PLANS REVIEWED CITY " OF SANFORD Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 59 F I gT'Qj No. 42704 STATE OF s/ONi qf!!1/llllllllllllllllt111\II" The Truss En gineer's seal, when appfled, confirms the placement of the truss framing as it relates to the Wss designs specific for This structure. T(1e truss framing Is based upon the review of plans, drawings and specifications provided by the building design professional. The building design professional has final approval of the truss framinandfor truss placement plan. The desiggn of the temporarryy and permanent bracing, %a diaphragm system, shear wags and sWdurafelements to rests lateral loads from wind and/or seismic activity is the responslbrlllq of the bug(H gdesign professional Additional ap w al by the binlding William M. Ranieri PE design professional shag tnduda, but not be limited to, design loading, lengths, profiles, FL Lic. No. 417N pitches and depths 120 co ' 4 Mc HaA TirlffiE; v/ RefiED rET9.S D OK f ON DLO[l: e UZ ON ".W v.u.s SMYTH LUMDEK GO. ROOF TKV55 DIVI510N 2722 50UTH APOPKA 6LVO. APOPKA, FL. 32703 407) 299 - 1522 FAX ( 907) 294 - 9153 Engineering Gertlflcate of Authorization # 9215 NOTES 0 « r, rM DucWs Rex'Dff47UrY To vurY TiVh rlcumv r UT" Tn" DE%N CCAWAY, AWFIT FMD a" nom wD De-* I ruff MV ' Off •EOTXN 1111 UrI/Tr1 W" xrap -- DATCimT N)r De a1T Or rLrD 1) RVfieS fo11 anTHYIMWMxAUT11GATIONDT - lWTH TrJ S co.vun 3) TnFr.Es TM7 nrE an a ALTa® nTTWWD4%1ZATRN 'fU eE FUM11) Or rimma, kT a1STCLe'a bMf.E 4) D.rKDar6- OF un rfi) nL TDT De CCrPAUjP ImTM I`= rE%" uD W" V4 colon Dr `}rYTH I Me) COXMN. DETAIL g Rei3 TO M , reWAAW.TTafi car HUnt4 N)TUJ.ATpl UD TErrORIRY VC -CM MFU TO BR142= CCAMY2 FUR rUMMENT DRAa6 QORJ1 1 ALL rnr...ES eRUAK TNi.Elj 2) LFM v.U,fY rraM rlhT M C4WLETB.Y OEDED Or rum 10 arll[Y iNY OETU. S FOR &11"re DR, WJ( Zaxo& 7 3) ALL vN.T EY7 ro a i0N5,TTxm.LY FRY® DY D LOU 4) rnq!W' Tom reAvr, 7ALs 11 ui. ry Tgfn H 1'0" TO a w" R0224 OR Mr rMT-)AN TM6 ULES7 140TED OFFUD9E SIMPSON I USP KANTSAG 0- HUS25 OR THD28 4 - HHUS26-2 OR TMD26-2 35 - MMS2e-2 OR THD2e-2 k - MHUS48 OR THD48 b. HGUS26-2 OR THDF2b2 O - HGUS28-2 OR THDH262 rG - HGUS28-3 OR THOH263 6 - SULMi0 OR SKH71MA O • HGU54a OR THDH48 THM22 OR MSH422 r9. THAC422 OR MSH4221F IQ- HUC410 OR HD4101F p - TWM OR HJC26 At a, _. LeeJULA - K1) 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/360 LIVE AND L/240 TOTAL LOAD. 5X6= IKIJ UNIT YKtYAKtU YKUPI LUPIYUItK INPUT (LUAU) O U11Tt N3IVN3) 3VOFILIILU DI -- r — 120 MPH WIND, 14.32 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. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 9-4-0 J A U— J A V— J A V— 3X6(A1) 3X6(A1) 1-4.0 1-4-0 h I_ 20-0-0 _I_ 20-0-0 _1 Ile 40-0-0 Over 2 Supports ' I R=1561 U=479 W=8' R=1561 U=479 W=8' PLT TYP. Wave TPI-95 R Design Criteria: TPI STD a OTY:7 FL 1 R - Scale=.1875" Ft. WARNING•• TRUSSES REQUIRE EXTREME CARE III FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M. q,,_ T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 6 0 INSTITUTE. 5BJ D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO P (RF ORNING THE Sf FUNCTIONS. UNLESS OTXE0.NISC INDICATED. TOP CH00.D SHALL HAY[ PROP C11lY ATTACHED STN UC TUR AL PANELS. BOTTOM CXORO SHALL HAY[ A PROPERLY AT T ACNCD RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ARY DETIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE YITN TPI: OR FABRICATING. HANDLING. SN1 PING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS YITN APPLICABLE PROVISIONS OF NITS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AN" IC AN FORElI AND PAPER ASSOCIATION) AND TPI. ALPIRE co'" Ci0Rs AWEMADE of 20GA AS FIT A653 GRAD GALV. STEEL. EECEPI AS NOTE0. APPLY CONNECTORS TO C AIM FACE OF TRUSS. AND UNLC SS OTHERYI SE LOCATED ON THIS DESIGN. FOS ITION CONNECTORS PER QtIFI (•w Y (` iA f No.42704 1 j77CC ; j Qti STATE OF y1 S A[• fV (pp,QP nV T C pBC B C TOT. D L DL L L LD. 7.0 10.0 0.0 37.0 P S F PSF P S F PSF DATE 1 2/ 0 2/ 0 2 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407-299.1 522 FAx: 407-2949153 DRW SLTUSR352 02336120 S L T - E N G / WM R SEON 33584 D U R F A C . 1 .2 5 F R 0 M S D YPROFESSIONALENGINE -EKING DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R CSPONSIBILI TY SOLELY FOR THE TRUSS CON PO NEWT DESIGN SHDYN. THE SUI IAB IL I TY AND USE OF THIS S I1' SPACING 24.0" JREF 1RY8352_Z02 CERTIFICATE OF AUTmORQATION N9218 OMPONE TIFOR AnylCOMPONENTULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SECTION PARTICULAR 2. Feb 03 LLLSULA - KL) TOP CHORD 2x4 SP #2 J 2 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 :B2 2x6 SP #2: 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 f0 HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REOUIREMENTS. 3X6(A1) 1.4.0 t n,j unu rRLr^ILU - ", 120 MPH WIND, 14.32 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 0.18" DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4III 3X6(A1) 1.4-0 ty 1. 20-0—1- I 20-0- 0 110-6-0 10-7-0 - 0 Le 40-0-0 Over 2 Supports ' I R=1561 U=478 W=8" R=1561 U=479 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a 0TY:2 FL 1 R - Scale=.1875" Ft. YARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M. A T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 6 1 BR 4CING. REFER S HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS EATE /r I"' IIUTE. SNJ D'ONOFR IO DR., SVI TE 200. NADISON, WI SJ T 19). FOR ,AFC TY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 1 01 ATED. TOP CHORD SHALL NAY[ PROPERLY ATTACHED ;' ZIFI (n T C D L 7.0 P S F DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. tf RooFTRUSSDIVISION IMPORTANT' FUR ISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7 No 42704 BC DL 10.0 PSF DR4! SL7USR352 OZ336145 PRODUCTS. INC. SHALL NOT NE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO j 1 1 2722 Somm APOPKA BLvn. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: ON FABRICATING, HANDLING. SHIPPING. INSTALLING AND j 7f 7E APOPICA,FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S STATE OF Q BC LL 0.0 PSF SLT-ENG /WMR 407-299.1 522 SPECO.CIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIAn ON) AND TPI. ALPINE s,, T O T. L O. 37.0 P S F S E O N 33590 FAR: 407-2999 153 [ACHEF ACCORS OA TRUSS. AND , CA UNLESS ATOTHERWISEAlOCA1ED OMETNISEL.CD C,IGM4SP051TROTC/00 CONNEC TOR SN CR ORS f0 w n O R,OPy,1[ PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THC SEAL ON TH15 GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEENING Vs I\ P" OUR . FAC. 1.25 FROM RH RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SU I1 BiIIIY AND USE OF THIS 1,/y CER7TFICJATEOFAUTHORT7ATIONtt9210 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RCSPORSJBI[ITY OF THE BUILDING DESIGNER. PER Feb 03 Y ANSL/ TPI 1-1995 SECTION:. SPACING 24.0" JREF - 1RY8352_Z02 teeJULA - KJ) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC I MIJ LJWU YKtYAKtU I-KUM-LUMYUI tK INFUI (LUAUS & UI Mt IV 3I U IV 3) 3U011I11tU 0, —V as r- 120 MPH WIND, 14.06 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. A) 2X4 SP #3 or SPF #2.CONTIN000S 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/360 LIVE AND L/240 TOTAL LOAD. 5X6= 5X6= 9-4-0 3X6(A1) J A U = J A I V = J A U = 3X6(A1) 1-4.0 1.4-0 r r I 19-0-0 12 0-! I 19-0-0 _1 40-0-0 Over 2 Supports I R=1561 U=481 W=8" R=1561 U=481 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 a OTY:1 FL 1 R Scale 1875" Ft. XARNIIIG'• TRUSSES REOUIRE CITRCMC CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M e T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 6 2BRTTIIUTE.RES IN D DNOFRIO ORHARSUIIE 2OOTAMADITO NNDNBAACSJBI9) PUFORSSAFCBY RRI (TRUPRIORATO PERFORMING THESE FUNCTIONS. UNLESS OIXCRNIS[ INDICATED. TOP CHORD SHALL HAVEPROPERTY ATTACHED AJ TIFIC T C D L 7.0 P S F DATE 12102102 S MYTH LUMBER CO. SIR UCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO INC INSTALLATION CONTRACTOR. ALPINE ENGINEERED ROOF TRUSS DIVISION Nu.4Y7 4 BC DL 10.0 PSF DRW SLTUSR352 02336121 2722 SOUTH APOPKA BLvD. PRODUCTS. INC. SHALL NOT BE pCSPONSIBLE FOP. ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 BUILD THE TRUSSES IN CONE OR HA HCE NITH TPI: OR FABRICATING. MIT IN6. SHIPPING. IIT AILING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS DESIGN t BC LL 0.O PSF SLT-ENG WMR APOPKA. FL 32703 NATIONAL SPECIFICATION PURL ISHCD BY iHC AHEq ICAX FOR[SI ANO APCR ASSOCIATION) AND TDI ALPINE OF Q` SEON 33592 407.2991522 CONNECTORS ARE MADE OF 20GA ASIH A657 GRAD GALY. STEEL. EICCPI AS NOTED. APPLY CONNECTORS TO STATE L TOT. LD. 37.0 PSF FAx: 407-2999153 EACH FACE OF TRUSS. AHD UNLESS OIIIERNI$E LOCATED ON THIS DESIGN. POSITION CONNECTORS PER'..O D U R F A C 1.25 FROM R H ORANIXGS160A"2. iHC SEAL NM THIS DgANING INDICATES ACCEPTANCE OF PgOFCSSIONAL CgGINCCpING n A PROFESSIONALENGINEERINGRCSPONSIBILITYSOLELYFORTHCTRUSSCOMPON[NT DESIGN SHDNR. IHC SUITABILITY AND USE OF THIS Y SPACING 24.0" JREF 1RY8352_ZO2 CERnPicATE OF ALMIORiZATION 09210 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb0 3 - ANSI) TPI 1-1995 SECTION 2. Z22302A - R4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 2 120 MPH WIND, 13.60 FT MEAN HGT, ASCE 7-98. CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 1 Dense :B3 2x4 SP #2: 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6a 5X6!-- JAU= JAU= JAU— JnU— 3X6(A1) 3X6(A1) P 1-4.0 1-4.0 I 17-0-0 I 6-0-0 1 17-0-0 J 40-0-0 Over 2 Supports ' I R=1557 U=478 W=8" R=1557 U=478 W=8" C9 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. WARNING" TRUSSES REOUIRC EITREMt CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRAG IHG. REFER TO HIB•91 (HANDLING INSTALLING AND BRACIRG). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB7 D'ONOFRIO DR.. SUITE :00. MADISON. VI SJll9). FOR SAF CTY PR AC TIC CS PRIOR i0 P [RF ORMING TH CSC FUNCTIONS. UNLCSS OT NCRWISE INDIC AICD. TOP CXORO SHALL HAVE PR OICR LY ATTAC H[0 STRUCTURAL PANELS. BOTTOM CHORD SHALL MAYC A PR OfCRLY A1TaCHCD RIGID CEILIIIG. IMPORTAIIT• FURNISH A COPY OF THIS DESGR TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RIS/ORSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO M. Rw _ ryj 3 !- "• C f! G • i NO.42704 T C T C BC L L D L DL 2 D. 7. 0 10. 0 0 P S F P S F PSF R E F R 3 5 2-- 6 1 9 6 3 DATE 12102102 S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 02336122 SLT- ENG 4JMR 2722SOUTHAPOPKABLVD. APOPKA. FL 32703 407- 2.99.1522 FAX: 407-29991 53 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 0[$IGII TATE f CC IF IC ATION UNL15HC0 BY THC AMER ICAN FOREST ANO PAPER ASSOCIATION) AND TPI. AIP I TIC Co1n7tC 1.N5 AR MADE of tOGA ASTM AGS) GRAD GAL Y. STEEL. EIC EPT As xo rtv. Arrlr Coxu[c TOro EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OFF P OR,•- NsroNa BC TOT. LL LD. 0. 0 37.0 PSF PSF SEON 33594 D U R. F A C. 1.25 FROM R H PROFESSIONAL ENGINEERINGDRAWINGSIGO A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RC SrONS18ILITY SOLELY FOR THC IRUSS COMPONENT DESIGN SHOWN. THE SUI TABILII ANO USE OF TNIS SPACINGANSI/TPI 24. 0" J R E F 1 R Y 8 3 5 2_Z 0 2 CERTIFICATE OFAUT1110RVAYION092.10 COMPONENT FOR AIIY PARTICULAR BUILDING Is THE RESPOW ILITY OF THE BUILDING DESIGNER. PER 1-1995 SECTION 2. • F e b 0 3 ,'0 3 it at LLLJULA - K5 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC 3X6(A1) r nvrl wriroILn I—u. t-- a +T I-- - - - ... ........ ...... 120 MPH WIND, 13.06 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. 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/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2.5X4 0 5X6= 5X610 5X6 6 r (A) (A) —1 6 A) (A) 9-4-0 2Xd N GYR= ryp= 2X4 III 3X6(A1) h ti 1 15-0-0 I 10-0-0 I 15-0-0 _1 40-0-0 Over 2 Supports ' 1 R=1561 U=485 W=8" R=1561 U=485 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:1 1 R Scale 1875" Ft. REOUIRE CITRCNC CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. RCFCR IO NIB91 (HANDLING INSTAILING AHD BRACING). PUBLISHED BY TPI (TRUSS (LATECFI M. llQQpp, FL TA. L L 20.0 P S F R E F R 3 5 2-- 6 1 9 6 4 INSTI IU iE. SB] D'ONOFR IO OR .. SUITE 2 MADISON, VI 59119), FOR SAFELY PRACTICES PRIOR TO PE ORMIMG THESE FUNCTIONS. UNlCiS OINCRVI SC INDICATED. OP CHORD SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RI610 CEILING. jj'j T;!i% J F ; T C D L 7.0 P S F DATE 12102102 S MYTH LUMBER CO. DRW SLTUSR352 02336123ROOFTRuSSDIVIs1oN 2722 SOUTH APOPKA BLvD. APOFKA, FL 32703 407-299.1 522 FAX 407-299J153 PROFESSIONAL ENGINEERING IMPORTAMT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BC ITESPONT IBLC 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 SIECIF IC ATIIR PUBLISHED BY THE AMER IC AN FOREST AND PAPER ASSOCIATION) AND I 1. ALPIRE CONNCC TORS ARE MAD, OF AGA AST. ASSD GRAD GALY. STEEL. EICE PT 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 ACCCIIANCE OF PROFESSIOIIAL ENGINEERING RC SPONSIDILIIY SOLELY FOR THE ip USS COMPONE XT DESIGN SHOWN. THE SUITABILITY AND USC OF THIS f N0"42704 ; j STATE OF 1 PfOR,0 ` / p •'•....•'•• Sp*A f• BC DL B C L L T 0 T . L D . 10.0 0.0 37.0 PSF P S F P S F S L T - E N G / WM R S E 0 N - 33597 D U R . F A C . 1.25 FROM R H SPACING 24.0" JREF 1RY8352_Z02CERTIFICATEOFAUTHORQATIONV9218COMPONENTIFORRANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER Feb 03 ZZZ3UZA - Kb) inLa UMU —E—CU 1-11 t.Unr — 1-1— L1unu1 o 0--- — TOP CHORD 2x4 SP #2 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X6= 2X410 5X6= 3X6 (A1) 3X6(A1) 1. 13-0-0 I_ 14-0-0 _I_ 13-0-0 _1 0-0-0 Over 2 Support R=1561 U=488 W=8" R=1561 U=488 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale=.1875" Ft. YARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. RCF ER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSiIIU T(. SB3 D'ONOFRIO OR., SU11[ 200. MADI$DN. YI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING IHESC FI Cf 1011S. UNLESS IIINERW SE INDICA i'D. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL M4TE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'• FURNISH,A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR OOUCTS. INC. SHALL NO f BC RCS ONSIBLE FOR ANY DIY 11110N FROM THIS DESIGN: AIIY FAILURE TO t IF1 '•• V %''. JG l No.42704 ii f•* T C T C BC L L D L DL 2 0. 7.0 10.0 0 P S F P S F PSF R E F R 3 5 2-- 6 1 9 6 5 DATE 12102102 S MYTH LUMBER CO. RYTH U LUMBER DRW SLTUSR352 02336124 SLT-ENG WMR2722SOUTHAPOPKABLvD. APOPKA. FL 32703 407-299.1522 FAx: 407-299Q 153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: ON FARR ICAI . HANDLING. SHIPPING. IN$IAILING AND BRACING OF TRUSSES. THIS DESIGNCONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUeuS.ED BY THI AMERICAN FOREST AHD PAPER ASS OUAT[ON I AND 7PI urINE CO""[ CTONS ARE MADI OF 20GA AS1M 4653 GR 10 GALY. SICCL. EXCEPT AS NO DIEDAPPLY COHNCC 100.5 TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER STATE OF OR10P' t1 SPoNAL. BC TOT. LD. LL 0.0 37. 0 PSF PSF SEON 33603 OUR. FAC. 1.25 FROM RIIl1 PROFESSIONALENGINEERINGCERTTFIUITEOFAUTHORCEATIONE19218 DRAWINGS 160 A- I.THE SEAL ON THIS DRAW114G IIIDICAT($ ACC(PTANCE OF PROFESSIAL ENGINEERING LIIY SOLELY FOR IHE TRUSS COMPONENT DESIGN SHOWN. THE 5UII ARIL ON R I SPONSIIII IIY AND USE OF THIS OMPONE TIFOR ANY COMPONENT SECTITPARTICULARBUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER t Feb 03 , 0. 1 SPACING 24.D11 JREF 1RY8352_Z02 46431UCH - Ki 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/360 LIVE AND L/240 TOTAL LOAD. 5X6= I"IJ vnv r—o-A—V rnvr, l or OILn II—u Lwnva v v,„— '1 1. •...... .. ... ... 120 MPH WIND, 12.06 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC 0 24" OC. 2.5X4= 5XG= 5X6m 2X4: 2X40 6 r 6 9-4-0 SX = 5X65X8= 8— — 3X6( A1) 3X6(A1) 1- 4-0 1-4-0 I 11-0-0 I 18-0-0 I 11-0-0 J LE 40-0-0 Over 2 Supports 'I R= 1561 U=490 W=8" R=1561 U=490 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 RCOUIRE EITREHE CARE IN FABRICATION. HANDLING. SHIPPING. 111STALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATEUN0. 42704 ItAT AT/(-/ C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 6 6 INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. HAOISOR, WI 53719). FOR SAFETY PRACTICES PRIOR TOq`•.-/- PCRFORMINGTHEIE FUNCTIONS. UNLESSOTHERWISE IXDICAICO. TOP CNORD SHALL HAVE ROPCRLY ATTACNEO SIRUCTURAL PANEL I. BOTTOM CHORD SHALL HAYE A PROPERLY AIIACHED RIGID CEILING.04ROOFTRUSSDIVISION FURXISNACOPYOF1H13DESIGN10•THE INSTALLATION CONTRACTOR. AIPINC ENGINEERED PP ODUCTS, INCIHALL XOT 8E RESPOH 318LC FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO lBC 7 2722 T'' DL DL 7. D 10. 0 PSF PSFDRW DATE 12/02/02 SMYTH LUMBER CO. SLTUSRJ52 02JJ6125 SLT- ENG WMR SOUTNAPOPKABLvD. FL 32703 BUILD THE TR USSCS IN COIIF ORMA NCE NI IN IP I: OR FABRICATING. HA 11pL IRG. SHIP ING. INS IALLING ANDtAPOPKA. BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLEPROVISIONS OF NDS(NATIDIIAL DESIGNOF BC LL 0.0 PSF SEON 33601 FAx: 407-2999153 SPECIFICATION PUBLISHED BY IHC AMCR IC AN FOR CSI ANDPAPERASSOC IATIOR) AND TTI. ALPINE f407-2991522CONNECTORS ARC MADE OF 20GA ASTM A650 6RA0 6AL Y. STEEL. EECCPI AS NOiCO. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS OESIGU, OSITION CONNECTORS PER TOT. LD. 37.0 PSF D U R F A C . 1 . 2 5 FROM R H PRO(-FSSIONAL ENGINEERING DRAWINGS I10A•I.THE SEAL ON THIS DRAWING INDICATES ACCE LANCE OFPROFESSIONAL EUGINEERINGY RES ITNSI BILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SH0W11. THE SUIIAB ILL TY AND USE OF THIS SPACING 24.0" JREF 1RY8352_Z02 CERTIFICATEOFAur"ORRAYION 09218 COOMPONENT 1FOR ANSCCTRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 '03 LCCJULA - KO 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/360 LIVE AND L/240 TOTAL LOAD. 3X6 (A1) 5 X 6 =- 2. 5X4 = iniJ unu rKCrnKCU rKUn LunrUlCK InrU1 Eu7MU3 o VIPI[IVJIVIIJJ rUw-u.'cU U! nuro ,r 120 MPH WIND, 11.56 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X6= 2.5X4 = 5X6= 2X4o E 2X4lr 6 r --1 6 9-4-0 3X8= 5X6= 5X6= 3X8= 3X6 (A1) 1.4.0 1.4-0 ty ty 19-0-0 _L 22-0-0 _i_ 9-0-0 _1 40-0-0 Over 2 Supports R=1561 U=493 W=8" R=1561 U=493 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY: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 BA AC ING). PUBLISHED BY TPI (TRUSS PLAT[ 14S111UiE. 58J D'ONOFRIO DR., SUITE :00. MAOISON, WB 5J719). FOR $AFC TY PR ACiICCS Pp IOR TO PE :FORMING iH[SF FUN[110XS UNLESS OTN ERNISE IIID IC ATED. TOP CHORD SHALL HAY[ PRO EA IY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL MAYS A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A CO I OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED IR OOUCIS. INC. SHALL NOT BE RESIONSIB I[ FOR ANY OCYIATIOH FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPP IRG. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMC: IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAD[ OF d06A ASIH h65J GRAD GµV. STEEL. EXCEPT AS NOTED. AP lY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS OESIGN. POSITION CONNECTORS PER M e1 IJ'Iyp 3 f4 A F NO.42704 ;' i STATE OF l P t V e•L..O, R,O+• T C L L T C O L BC DL BC LL TOT . LD . 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF PSF PSF R E F R 3 5 2-- 6 1 9 6 7 S MYTH LUMBER CO. ROOF TRUSS IVIs10N 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-2991522 FAX: 407-2999153 DATE 12102102 DRVJ SI.TUSR352. 02336126 SLT-ENG 4JMR SEON 33605 D U R . F A C . 1.25 FROM R H PROFESSIONAL ENGINEERING DRAWINGS160A• 7. THE SEAL ON THIS DRAWING INGICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING TIE SPONSIBILITY SO LCLY FOp THE iR USS COMPONENT DESIGN SHOWN. THE $UITABII IIY AND USE OF THIS VY i SPACING 24. 0" JREF 1RY8352_Z02 CERnFICATEOFAUTHORIZAT1ONtt9218 ANSIJTENTIF099505CPARTICULAR BUILDING IS THE RESPOIIjilmly OF THC BUILDING DESIGNER, PER Feb 03 • L463U4A - K7 TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #1 Dense: BOT CHORD 2x6 SP #1 Dense WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. nla unu rn[rnn[u rnuri -r ILn I"'— µ—1 a vn n,.. ..n .,/ o..•. w ..• •••...... ••••.• 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6X8= 2.5X411I 7X8!-- 2.5X4III 6X8= q4qiiip 2.5X4 III 8XAM 8X8a 2.5X4 III 4X6(A1) 4X6(A1) ayF 15-0-0 _ I 1-4-0 1 7-0-0 I 26-0-0 I_ 7-0-0 _I R=651 U=439 W=8' 40-0-0 Over 3 Support R=3887 U=2300 W=8' R=1637 U=1020 W=8' 9-4-0 PLT TYP. Wave TPI-95 Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale=.1875" Ft. N ARNI NG•• TRUSSES ACOUIRC ELTRENE CAR( IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND M. T C L L 2 0.0 P S F R E F R 3 5 2-- 6 1 9 6 6BRACING. REFER S HIB-9l (HANDLING INSTALLING AND BRACING). PUBl1IHED BY TPI (TRUSS PLAT( INNSTITU iC. SB3 O'ONOFR IO DR .. SUITE 200. NADISON, VI 5]T19). FOR SAF CTY PRACTICES PRIOR 10 :G•t lFl••.• P CRFORMIgG THESE FUOC I1011 S. UNIC SS OTNCRW15 INDICATED. TOP CHORD SHALL HAYC PR OPCRLY ATTACHED .Y J'.• T C D L 7. 0 P S F DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTON CHORD SHALL HAYC A ROPCRLY ATTACHED RIGID CEILING. N0. 44704IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC D L 10.0 P S F D R W SLTUSR 352 02336127ROOFTRUSSDIVISION RODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OCYIAf10N FRON THIS DESIGN; ANY FAILURE 10 2722 SOUTH APOPKA BLvo. BUILD THE TRUSSES IN CONFORMANCE WITH T I: ON FABPICATING. HANOLIUG. SHIPPING. INSTALLING AND I r APOPKA. FL 32703 BRACING OF iRUISCS. THIS DESIGN CONFORMS WITH AP IICABLC PROVISIONS OF NOS (NATIONAL DESIGN JJAN STATE OF BC LL 0.0 PSF SLT-ENG /4JMR 407-299.1522 SPECIE ICAiION PUBLISHED BY 1HE ANIN ICAN FOR CSi AND PAPER ASSOC IATIOX) ANO IP I. ALPINE V ;C(R,O, RVTOT. LD. 37.0 PSF SEON - 33607 FA%: 407.299 91 59 CONN EC IOAS ARE HAD E OF TOGA ASIN A653 GRAD GALY, STEEL. CCC EPT AS NOTED. APPLY CONNECTORS i0 ti, EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER IVA E PROFESSIONAL ENGINEERING DRAWINGS 160 A-E. THE SEAL ON THIS DRAVING INDICATES ACCEPTANCE OF PROFESSIONAL CNGIREER1116 PYY {• D U R . F A C . 1.25 FROM R H RC SPONSIBIL IT Y IOLELY FOR THE TIT SI COHP0 NENT DESIGil SHOWN. THE SUITABILITY AND USE OF THIS CERYIFICATE OFAUn1ORIZATTON 092 TO ANSICOMPONENT NETIFORANSEPARTIU PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 '03 SPACING SEE ABOVE JREF - 1RY8352_Z02 L44JV41A - K1U TOP CHORD 2x4 SP #1 Dense :T3, T4 2x4 SP #2: BOT CHORD 2x4 SP #2 :B2 2x6 SP #2: 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. 9-4-0 3 1-4-0 y I n1.3 UNU rnErAncu rmun LvrIrUIEA InrvI LLVAUJ a UII-ILINJ 1vnJ1 JU0n1..LV . in - ,u n. 120 MPH WIND, 14.32 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-. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4III 2X4III 3X10= 6X6= 2X4III 1.5.0 y I_ 20 0 0 _l_ 19-11-0 10-6-0 10-7-0 18-10-0 39-11-0 Over 2 Supports R=1569 U=481 W=8" R=1552 U=481 W=8" PLT TYP. Wave TPI-95 R Desi q n Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale=.1875" Ft. WARN ING " TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1 XSTITUTE. 563 D'ONOFRIO OR., SUITE 200. MADISON. vi 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THE SC FUNCTIOXS. UI1L[SS 0 If 10 ISC INDICATED. 10 CHORD SHALL NAPE PROPERTY ATTACHED SiRUCiURAI PANELS, BOTTOH CNORD SHALL .All A PAOfC11lY ATTACHED RIGID CCIIIXG. IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BC RESPONSIBLE FOR ANY DEVIATION FRO" IH13 DESIGN: ANY FAILURE 10 BUILD THE TPUSSES IN CDNFOPMANCE VIIN IP I: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OESIGII CONFORHS VITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY iNE ANCR IC All FOREST AXD PAPER ASSOC LA LION) AXD TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UHLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER w7jjl R .•'•p• .IFI ••• 4YV- :• I N0•42704 , 1 j1 ti STATE OF ;t f LTV0p,OP w T C I• T C BC BC TOT.LD. L L D L DL L L 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 1 9 6 9 SMYTH LUMBER CO. RooFTRussDlv[s1oN 2722 SOUTH APOPKA BLvo. APOPKA,FL 32703 407.299 1 522 FAx: 4()7-2999153 DATE 12102102 DR4! SLTUSR352 02336128 S L T - E N G / WM R SEON - 33614 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATFOFAUTI/0R17,ATIONEt9218 DRAWINGS 16IT A,2. THE SEAL ON 1HIS DRAWING INDICATES ACCCPTANC[ OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR I H ETRUSS COMP0 NE NI DESIGN SHOWN. THE SUI TAB IL ITV ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI(IPI 1.1995 SECTION 2. 4Y N {• Feb 03 03 SPACING 24.0" JREF - 1RY8352 ZD2 444JU4A - K11 INIb UNG PKtPAHtU PHUM LUMPUItH INPUT (LUAUS 5 UIMtNb1UNb) .UUMIIItU UT IMUbb Mh H. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W10 2x4 SP #2: SPECIAL LOADS LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 15.82 TC From 81 PLF at 15.82 to 81 PLF at 39.92 TC From 54 PLF at 39.92 to 54 PLF at 41.46 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 39.92 BC From 4 PLF at 39.92 to 4 PLF at 41.46 SEE DWGS A12030ECO901 L GBLLETIN1001 FOR MORE REQUIREMENTS. 9-4-0 3 120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD 7X8= 2.5X4 = 5X6= 3X4= 13-11-8 CIE 7-1-0 1_5_°. 20-0-0 I 19-11-0 1 14-3-0 6-6-0 19-2-0 39-11-0 Over 4 Supports R=589 U=406 W=8" R=827 U=436 W=7' R=1336 U=682 W=7" R=1020 U=528 W=8" T 41180 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 RCOUIRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M. T C L L 2 0.0 P S F R E F R 3 5 2-- 6 1 9 7 0 BRACING. RCFCR TO HIO,91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (IRUSS PLATE R I NSTI TU TC. 6B3 D'ONOFRIO DR., SUITE 200. MA O ISON. Y1 53719). FOR SAFETY PRACTICES PRIOR TO •t IFI FT; - RFORNIM6INESEFUNCTIONS. UNLESS OTH[RWISE INDICATED. IEO. TOP CHORD SHALL HAVE PR OPCRLY AT IACNCO //; ( r• TC D L 7 . 0 P S F DATE 12102102 S MYTH LUMBER CO. SIRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PRO[RlY ATTACHED RIGID CEILING. 3`f(/ gN . ROOF TRUSS DIVISION "IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ! ND•42704 BC DL 10.0 PSF DRW SLTUSR352 02336129 PRODUCTS. INC. $HALL NOT BE RE SPON$IBLE FOR ANY DEYIA110N FROM THIS OESIGN: ANY FAILURE 10 2722 SouTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE YIIH TP1: OR FA OR IC ATIMG. HANDLING, SHIPPING. INSTALLING AND 7 APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Q: STATE OF j BC LL 0.0 PSF SLT-ENG /WMR 407- 299-1522 SPECIFICATION PUBLISHED BY THE ANCRICAN FOREST AND PAPER ASSOCIAIION) AND TPI. ALPINE jj ;• A. c COHNCCTORSAqEMADEOF20GAASIAA653GRAOGALV. STEEL. EICEPT AS NOT CD. APPLY CONNECTORS TO i/ O R10V T 0 T . L D . 37.0 PSF FS E 0 N - 33620 FAX: 407-299 9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOC ATCD ON PHIS DESIGN, OBIT IOH CONNECTORS PER nn [f PROFESSIONAL ENGINEERING DRAWINGS 160 A,I. THE SEAL ON THIS DRAWING IIIDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING V%QNa D U R . F A C . 1.25 FROM R H RESPONSIBILIIYSOLELYFORTHETRU55C0MPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS7 CERTIFICATEOFAUTHORZLTTONM9218COMPONENTFORANY1995 SEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 03 v SPACING SEE ABOVE JREF - 1RY8352 Z02 LCl--SVGA - K14 r — ,.,,.• —I n.— ronu rnuniirro runny n A nc L niMCuc T nMc1 11111MI TTCTI RY TRIICC MFR TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W3 2x4 SP #2: Rt Wedge 2x8 SP #1 Dense: 120 MPH WIND, 13.02 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4III 5X4= 13-0-0 9-4-0 2X4 (Al) cA4111 2.5X4 11.4 01F 13-11-8 , I 11-4.811 I 14-10-0 r! 1_ 87-6-0 J 14-3-0 22-4-0 Over 3 Supports _ 1 R=597 U=367 W=8" R=767 U=375 W=7" R=451 U=344 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTy:2 FL 1 R - Scale =.25" Ft. HARMING•• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING IRSIALIING AND BRACINGI. PUBLISHED BY ll (TRUSS PLATE I NSiI IU T(, SB3 D'ONOFRIO OR .. SUIfC 200, MAD I50 M, NI 531191. FOR SAFE IY PR AC iiCES PRIOR TO P(RFORNING fHCSC FUNCIIONS. UNLESS OIN[RWISE INDICAlEO. TOP CHORD SNAII NAY[ PROPERLY ATTACHED SigUC TURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CC IL ING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOTNC RCSPONSINLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES III CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF 1RUSSES. THIS DESIGN CONFORMS WllH APPLICARLE PROVISIONS OF NDS (NATIONAL DESIGN EC Fl ATCONN(Ci.RSIAREPNAD C PUBLISHED 020GAI' Yl ASTHMA653AGRA 0R GAL V. STEELCR E IC Pf 1 ASI NOTED. AND 1PI APPLYCLPINEONNECTORSTO RA- Tjjl L IFI ••. / l4v r (. No. 42704 0 STATE OF t A O R OP f v T C, T 1. BC BC TOT. LD. L L D L DL LL 20. 0 7. 0 10. 0 0. 0 37. 0 P S F P S F PSF PSF PSF R E F R 3 5 2-- 6 1 9 7 1 DATE 12102102 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722SOUTHAPOPKABLvD. APOPKA. FL 32703 407. 2991$22 DRW SLTUSR352 02336130 SLT- ENG WMR SEON 33628 FAx: 407.2959153 PROFESSIONAL ENGINEERING CERTIFICATE OF ALm IORGEATION R9218 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A 2. THE SEAL ON THIS DRAWING INOICAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESPOHSIBILI IY SOLELY FOR THE TRUSS CONPO TIENI DESIGN SHOWN, 1HE SUI IA, ITV AIID USE OF IH IS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSJOILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. Vs/ A.t Yry { Feb 03 '03 OUR F A C . 1.25 FROM R H SPACING 24.0" JREF 1RY8352_Z02 LLL3UCA - K13) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at 1.46 to 54 PLF at 7.42 TC From 81 PLF at 7.42 to 81 PLF at 22.33 TC From 54 PLF at 22.33 to 54 PLF at 23.80 BC From 4 PLF at 1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 22.33 BC From 4 PLF at 22.33 to 4 PLF at 23.80 SEE DWGS A12030ECO901 E GBLLETIN1001 FOR MORE REQUIREMENTS. 5X4= I nlJ UNU rN[rnnCu rKVn 6VnrUiCm lnrui ELVAUa a Uu-ICI. U-1 0uu11w 120 MPH WIND, 13.02 FT MEAN HGT, ASCE 7-98. PART. ENC. 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. 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. 13- 0-0 9- 4-0 2X4( A1) = 2.5X4 4 IE 13-11-8 ,I I y' 4I t4O I 4 0- 0 7-6-0 14-3- 0 8-1-0 22-4- 0 Over 3 Supports R=633 U=368 W=8' R=1004 U=582 W=7' R=579 U=346 W=3.5' Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE la OTY:1 FL 1 R Scale 25" Ft. YARNING•• -ESREOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING pEF ER TO HIB-91 (HANOLING 1NSIALIING AND BRACING). PUBLISHED BY TrI (TRUSS PLATE I ITS 111U TC. SB7 D'ONOFR IO DR.. SUITE 200. NADISON, VI 57119). FOR SAFETY PR ACIICCS PRIOR TO PERFORHING THESE FUNCTIONS. UNLC SS DIMERVISC 18DICAIED. TOf CHORD SHALL HAYS PROPERLY ATTACHED SIRUCIUNAL PANELS. BOTTOM CHORD SHALL HAVE A PROPCRLY ATTACHED RIGID CCILIIIG. IMPORTANT** FURNISH A COFY OF INIS DE516N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED R ODUCIS. INC SHALL NOT BERE,FOR ANY OEYIA TION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE VIIH TPI: ON FABRICATING. HANDLING. SHI PING, INSTALLING ARD BRACING OF TRUSSES. THIS D[SIGN CONF0RN5 YIIH APPLICABLE PROYISIOIIS OF 'DI. (RATIONAL DESIGN SP P[C IFIC AT PUBLISHED BY THE ANCR ICAR FOR CSi ARD PA ER ASSOCIATION) ANO TPI. AL INE CONNECTORS ARC HARE OF TOGA ASTM A657 GRAD 6AlY. STEEL. CICCPT AS HOIEO. AFFLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER M M. R IFI i:'•; NO. 42%04 ; 1 S l 1 gTATE OF S (R, wt.' PR( jtl'r RO • T C TC BC B C T 0 T L L D L DL L L L D . 20. 0 7. 0 10. 0 0. 0 3 7.0 PSF P S F PSF P S F P S F R E F R 3 5 2-- 6 1 9 7 2 DATE 12102102 S MYTH LUMBER CO. ROOFTRU55DIVISION 2722 SOUTH APOPKA BLVD. APOPKA• FL 32703 407.299.1 522 FAIL: 407-2999153 DRW SLTUSR352 02336131 S L T - E N G / WM R S E 0 N 33631 D U R F A C . 1.25 FROM R H PROFESSIONAL ENGINEERING DRAWINGS160A- 2. THE SCAT ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RCs ONS,BILITY SOL[LY F0N THE IRUSS COMPONENT DESIGN SHOWN. THE SUI TAN IEITY AND US OF THIS P SPACING SEE ABOVE JREF 1RY8352_Z02 CERTIFICATEOFAUTHOR17ATION1*21B COMPONENTTIFORANYCPARTICCTIONULARBUILDINGISTHERESPONSIBILITYOFIHEBUILDINGDESIGNER. PER Feb 03 UeJUZA - K14) IMIJ UML, FKtrAKtU PKUM '-VMFVItK IMrUI ELUAU3 a Olntn31VM3) 3UUn11ItU of Inv?3 nrn. TOP CHORD 2x4 SP #2 BOF CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1'ACf Cl 5X4E*- 12.0 MPH WIND, 10.40 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. L<1.4.0>J L 9-3-0 1_ 9-8-0 _1 Le 18-11-0 Over 2 Supports R=689 U=202 W=3" R=792 U=288 W=8' 8-0-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:3 FL 1 R - Scale =.375" Ft. WARNING" TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I N5111V 1E. SB3 D•ONOFRIO DR., SUI IC 200. HAD ISO N, WI 53719). FOR SAFETY PR ACIICES PRIOR 10 P CR FORHf11G IHESC FUNCTIONS. UNLESS OT H CRY TIE I110ICAT[D. TOP CHORD SHALL HAVE PR OPER IY AiTACXCD STRUCTURAL PAN CIS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CCILItIG. IXPORIAMT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL IIOT BE RESPONSIBLE FOR ARY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 IR tlFl(('•. 4 i'. No.42704 T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 6 1 9 7 3 S MYTH LUMBER CO. RooPTRussDiv1510l/ DATE 12102102 DRW SLTUSR352 02336132 S L T - E N G WM R2722SovnTAPOPKABLvD. APOPKA.FL 32703 407.299-1 522 FAX 407-299.9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AHD BRACIIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION UOLI SHED BY THC AM(R ICAN FOR CSI AND PAPCP ATSOC IATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY, STEEL. EXCEPT AS NOTED. AP LY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERNISI LOC AIT0 ON THIS DESIGN. POSITION CO NN ECI0RS PER t STATEOF ` QR O•• p'•••• Sa+NILL ° BC TOT. L L LD. 0. 0 37. 0 P S F PSF SEON - 33633 DUR. FAC. 1.25 FROM RH PROFESSIONALENGINEERINGCERTIFICATE OF AurnIORTZATION a9218 DRAWINGS 160 A,Z. THE SEAL OH IHIT DRAWING IN CAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING RCSPONSIBIIITY SOLELY FOR THE TRUSS COMPONENT OC TI GN SNOW W. IH[ SUIIAB ILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS;HE RESPOIIhi9ILITY OF THE BUILDING DESIGNER. PER ANSI/ Tri I-1995 SECTION :. Feb 03 •'0. R SPACING 7 4.0 JREF - 1RY8352_ZO2 kcc43U4lA - Kip) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4a 1T11J umv rME... Eu —w, IvrIrv.ER 1,•rv, LL.— a Ul-1111-11 120 MPH WIND, 10.40 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/360 LIVE AND L/240 TOTAL LOAD. 2 X 4,k 2 X 4 iOl 6 F— 1 6 jzr 8-0-0 5X6a 2X4 (A1) m 2X4 (A1) a l-4- j R=796 U=282 W=8" 19-4-0 Over 2 Support l-4-off R=796 U=282 W=8" PLT TYP. Wave TPI-95 R Des gn 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 RACING. REFER 10 HIB-91 (HANDLING INSTALLING AND BRACING). PUeu SHED BY IPI ITRUss PLATE I NST11Ui[. SB3 V OROFRIO DR., SUIT[ 200. MAD ISO II, NI SJ119). FOR SAFEIY fRAC1iC CS PRIOR i0 THESE FUNCTIONS. UNLESS DTHERNITE INpICATCD. TOf CHORD SHALL HAYE RO ERLY ATTACHCD IQ,p_ PERFORMING "Y).'•C• T C TC L L DL 20.0 7.Q P S F PSF R E F R 3 5 2-- 6 1 9 7 4 DATE 12/02/02 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHCD RIGID CEILING. ROOF Al DRVI SLTUSR352 02336133TRUSS IMPORTANT FURRISN A COPY OF THIS DCSIGN 10 THE INTiALIATIOx CONTRACTOR. AIPIRC ENGINECRCD N0.4Z%04 BC DL 10.0 PSFDIVISIONPRODUCTS. INC. SHALL NOT BE RES ONSIBLE FOR ANY BE At ON FROM THIS DESIGN: ANY FAILURE TO C 1 1 SLT-ENG VIMR2722Sam" APOPKA BLVD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFOR HS WITH APPLICABLE PROYITIONS OF ND$ (NATIONAL DESIGN 7f 7Ci STATE OF BC LL 0.0 PSF SPECIFICATION PUBLISHED BY THE AMENICAN FOREST AND PAPER ASSOCIAi1011) AN0 IPI. ALPINE f I S E O N 33635407.299.1 522 C ORNEETDRS ARC MADE OF 20GA AT1M A653 GRAD GALY. STE CL. EIC CfT AS NOTED. APPLY CONNECTORS TO II• Q. VVV/ . O F110 0 V T 0 T . L D . 37.0 P S F FAx: 407-2999 1 53 EACH FACE OF TRUSS. AND UNLESS OTH TANI SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER SS"•Na D U R F A C 1.25 FROM R HDRAWINGS160Al. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING f] PROFESSIONAL ENGINEERING gESPON$ID ILIIY SOLELY FOR THE TRUSS CONPONCNi DESIGN SHOWN THE SUITABILITY AND USE OF THIS SPACING 24.0" JREF 1RY8352_Z02 CERTIFTCATECFAUT110RLEAT1ONst921e compomwFOR ANPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 '0 SECTION U LLC-lVCA - K10 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4(A1) ma 120 MPH WIND, 10.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X4= 5X4= 2 X 4 o 2X4 6 1 6 8-0-0 5X10= 2X4 (Al) i-4-Oj l_1-4 o J 4.0 I 9-0-0 1_ 1 _ 1_ 9-0-0 _I 19-4-0 Over 2 SupporLs ' I R=796 U=280 W=8" R=796 U=280 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE la OTY:1 FL 1 R - Scale=.3125" Ft. NhRNING•• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACIIIG). PUBIISHED BY T I (TRUSS PLATE M M T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 7 5 I N$IIIU IE. 5B] D'ONOFR IO D0.., SUITE 200. HAD ISON, NI 53719). FOR SAFETY RR ACT IC CS PRIOR 10 PERFORMING TH(TC FUN[T10115. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAY( PR Of CR LY ATTACHEDH[D STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p'IFIC,4;.., li . T C D L 7.0 P S F DATE 12102102 S MYTH LUMBER CO. DRI'I SLTUSR352 02336134ROOFTRUSSDIVISION2722SOLFnEArOPIuBLw. AFOPIEA, FL 32703 407- 299 1 522 FAR: 407-299-9153 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BC RESPONSIBLE FOR ANY DEYI AIION FROM THIS DESIGN; ANY FAILURE TO'ING BIUI C:NGTHE AN D[ IIGNWITH OFITRUSSESES '" CONFORMANCE CONFORMSONITHAAPPLICABLC PROVISIONSHA 0SOFPNDSGN AL (NATIONALIDESIGN SPECIFICATION PUBLISHED BY TH[ AMER ICAN FOREST AND PA ER ASSOCIAIION) AND T I. AL 1 IN COIINCCTORSARC HADE OF 20GA ASTM A653 GRAD GALY. SICEL. [ICCPT AT NOTED. APPLY CONN[CTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONIIECTORS PER F NO. 42704 1 7` : tt STATE OF ' A A ``' iiyA `.....•..• BCBC TOT. LD. DL LL 10. 0 0.0 37.0 PSF PSF PSF SLT- ENG WMR SEON 33637 D U R F A C . 1.25 FROM R H PROFESSIONAL ENGINEERINGDRAWINGSI60 A•2 THE SEAL OX THII DRAWING INDICATES ACCEPTANCE OFPROFESSIONAL ENGINCE%NG R CIPONS IB IL I ITSOLELY FORTHE TRUSS COMPON EXIT DESIGN SXDYN, 1H[ SVITAB IL ITV AND USC OF THII AE/ 4 S NAL rSPACING24.0" JREF 1RY8352_Z02 CERTIFICJITEOFAumORIZATTON49218 COMPONENT FORANYPARTICULARBUILDINGISTHERCSPONS1BILITYOFTHEBUILDINGDESIGNER, PER ANSI/IPI 1- 1995 SECTION 2 Feb 03 R LeeJW A - K1/) TOP CHORD 2x4 SP #2 :T2 2x6 SP #1 Dense: BOT CHORD 2x6 SP #1 Dense WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6(A1) In1a v11u rnCrAncu rnvii ,.uriruicn In Ll.v o v•„-„1,v,..,I 1—„..v v. ..... .. .. ... ... 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 5X4= 6X8= T2 6 6 8-0-0 7X6 2.5X4 III 3X6(A1) l-4-I 1,1 4 I j I 7-0-0 I_ 5-4-0 I_ 7-0-0 _i 19-4-0 Over 2 Supports J R=1460 U=602 W=8" R=1460 U=602 W=8" PLT TYP. Wave TPI-95 Design Criteria: TPI STD FL BLDG CODE 0TY:1 FL 1 R Scale 3125" Ft. WARNING*TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIP-91 (HANDLING INSIALLIRG AND BRACING), PUBLISHED BY IPI (TRUSS PLATE IIISTITUTC. 187 O'ONOFR IO DR., SUITE 200. NADISON, VI 57119). FOR SAFETY R ACIICCS PRIOR TO ERA ORMING 1HESE FUNCTIONS. UNLESS OTH ERWISC IMD ICATED. TOP CHORD SHALL NAYE PROPERLY ATTACHED STRUCTURAL PAWLS. BOLiOM CHORD SHALL NAYE A fROfCRLr ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIREERED 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 ADO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SPECIE IC All ON PUBLISHED BY THE AMER ICAN FOREST AND PAPER AS S0CIA110N) AND TPI. APin CONNECTORS A"HAD, OF 10GA ASIR A617 GRAD GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M• eI'Afy- tlFl('•`•, Vw No. 42704 t STATE OF Q• S 'rftoR1Q •• n~ `• T C L L T C D L BC OL B C L L TOT . L D . 20.0 7.0 10.0 0 . 37.0 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 6 1 9 7 6 DATE 12102102 SM YTH LUMBER CO. F200FTRUSS IVISION 2722 SOUTH APOPKA BLVD. APOPKA. FI.. 32703 407-299.1 522 FAR: 407-299.91 53 DRW SLTUSR352 02336135 S L T - E N G 4JM R S E O N 33639 D U R . F A C . 1 . 2 5 FROM0M R HPROFESSIONALENGINEERING DRAWINGS 160 A -I THE SEAL ON THIS DRAWING 1,11DICAIEI ACCEPTANCE OF PROFESSIONAL ENGINEERING R E5ToNSI etu TY SOLELY FOR TH, TRUSS COMPONENT DISI GN SHOWN. THE SUI TAB TL ITr AND USE OF THIS AA JUL SPACING SEE ABOVEJ JREF 1RY8352_Z02CERTIFICATEOFAUTHORIZATION09218COMPONENT I FOR 99 ANYNSC PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 'U L44JUeA - KlU THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 5X4= 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 6(— 16 9-4-0 2X4 10 2X4 III 3X4 (A1) 3X4 (A1) L<1-4-OY L<1-4.OY L— 7-0-0 _I 1-4.0 1_ 7-0-0 15-4-0 Over 2 Supports R=1103 U=559 W=8" R=1103 U=559 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale =.375" Ft. NARNING•• TRUSSES REOUIRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO MIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 567 0'0110FR10 DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORHING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED p IFI (•''••. / 7.•• P T C T C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 6 1 9 7 7 S DATE 12102102MYTHLUMBERCO. ROOFTRussDrvlsloN STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i N0. 42704 ' BC DL 10.0 PSF DRW SLTUSR352 02335135PRODUCTS. INC. SHALL 401 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 j1 2722 SOUTH APOPKA BLvD. APOPKA.FL 32703 BU ILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WI TN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN j 7 STATE OF • 1, BC LL 0.0 PSF SLT-ENG WMR 407.299.1 522 CRCCONWECTORSIAREPHAOCUBLSOFO.• OC.A TASiHMAfi50AGR AOR NSiEE TAPPLYAC kj rf v O 1C.•' FAx: 407-299,9153 GAL VESTLICCPTIASINOTCDHOONNCCTORSTO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER R EV ... ...'. TOT L D. 37.0 P S F S EON 33611 OUR.FAC. 1.25 FROM RHPROFESSIONALENGINEERING DRAWINGS I'D A"l. THESEAL ON IMIS DRAWING INDICATE$ ACCEPTANCE OF PROFESSIOIIAL ENGINEERING NAL CERTIFICATE OF AUT110RQ/LT10N#9210 RESPONSIBILITY SOLELY FOR THE iR USS COHPONCNT RESIGN SNOW R. IHC SUI TAB ILiIY AND USE OF THIS comromEm II -1995 SECTION FOR ANCULAR BU ILD 111G IS;HE RC SPONSLIB I L I TV OF THE BU ILD I IIG DESIGNER. PER Feb 03 •'Dj SPACING SEE ABOVE JREf 1RY8352Z02 cecsucA - KIV) l HI3 UNU rKtPAKtU rKUPI LUMVUItM IMrUI (LUAUS a UIrICM3IUIV3) 3UOrII I ICU DI -U33 ri- TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 3X4= 120 MPH WIND,_ 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE 1N ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. L<1.4.OY L<i-4-0>1 1_ 7-2-0 _I_ 7-2-0 _I LE 14-4-0 Over 2 Supports R=1066 U=550 W=8" R=1066 U=550 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1a QTY:1 FL 1 R C Scale 375" Ft. YARNING'• TRUSSES RCOUIRE EXTREME CARE III FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. RCFCR TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY T I (TRUSS PLATE IN$TITMIN SB3 D'ONOFRIO OR., SUITE 200. MADISON, YI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNICSS OTHCRNISE INDICATED. TOP CHORD SHALL HAYE PgOFCR IY AT/ACMED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROP(RLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGII TO THE INSTALLATION CONTRACTOR ALPIIIE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONF ORNANCC WIfH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. 1HIS DESIGN CONFORMS WITH A DLIC ABLE PROVISIONS OF NDS (NATIONAL DESIGN SP [CIFICAT ION PUBLISHED BY THE AM[P ICAN FOR[$1 AND PA[R A$$OCIATIOII) AND TP1. AIPIN[ co11 ECTORS ARE MADE OF zaGA ASTH A653 6RA0 GALY. STEEL. (ICEPT As NorED. APPLY CORRECTORS r0 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSIT1011 CONNCC TORS PER M. QtIFIC=,. l `1 ^ J' Ne.42704 1ik % r S }E V. : STATE OF ? c Q'f V T C L L T C D L BC DL BC LL TOT AD. 20.0 7. 1D.D O.D 37.0 D PSFF PSFF PSF PSF PSF REF R 3 5 2-- 6 1 9 7 8 S MYTH LUMBER CO. ROOF TRuss DivisioN 2722 SOUTm APOPKA BLvD. APDPKA. FL 32703 407.2s9t522 FAx: 407-2999153 DATETE 12102102 DR4J SLTUSR352 02335137 SLT-ENG WMR SEON 33641 D U R . F A C . 1.25 FROM R HPROFESSIONALENGINEERING DRAWINGS 160 A-E THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGSA'N(. RESPONSIBILITY SOLELY FOR INC TRUSS COMPONENT DESIGII SHOWN. THE SUITABILITY AND USC OF THIS NYY 4r CERTIFICATE Or AUTHORIZATION TT9218 1C1NII/1 P111 F1995N SECTI O NCULAR BUILDING IS THE RESPONSIBILITY OF THC BUILOIXG DESIGNER. ER Feb 03 SPACING SEE ABOVE JREf 1RY8352_Z02 LLL3ULA III) IniJ UnU rn[rnn[U rnUri -I-IrV.— InrU, L--„ 7 TOP CHORD 2x4 SP 2 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED BOT CHORD.2x4 SP 2 ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP 3 HIPJACK SUPPORTS 6-11-8 SETBACK JACKS WiTH NO WEBS. DEFLECTION MEETS L/360 LiVE AND L/240 TOTAL LOAD. 0-4-3 1 L< 1.10.10 -1-- 9-11- 9-10-1 Over 3 Supports R=401 U=318 W=11.314" 1 R6237 U=278 3-9-15 0 R=312 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:7 FL 1 R - Scale =.375" Ft. NARNING•• TRUSSES RLOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M e T 1l. L L 20.0 P S F R E F R 3 5 2-- 6 1 9 7 9BRACING. REFER 10 HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T INSTITUTE. 5B3 D'ONOFRIO DR.. SUITE 200. MADISO N. WI 53719), FOR SAFETY PRACTICES PRIOR TO /- PERFORMING THESE FUNCTIONS. UNLESS OiHCRWISC IND TEASED. f0 CHORD SHALL HAVE PR ODCRLY ATTACHED ) •(•JQ'IFI •' // TC. DL 7.D PSF DATE 12/02/O2 S MYTH LUMBER CO. STRUCTURAL PAIIEL$. BOfiON CHORD SNAII HAYE A PROD[RLY AffACN[D RIGID PETTING. ROOF TRUSS DIVISION -• IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED "7p j ND.427Q4 ; BC OL 10.0 PSF DRW SLTUSR352 02336138 PRODUCTS. INC SHALL "" BE RESPONSIBLE FOR ANY DEVIATION FROH THIS DESIGN; ANY FAILURE TO 1 2722 SOLTTH APOPKA BLvD. BUILD THE 1RUSTES IN CONFORMANCE WITH TPf: OR FABRICATIIIG. HANDLING. SHIPPING. INSTALLING AND 7C BC L L 0.0 P S F S L T - E N G / WM R APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S STATE OF 407-299.1 522 SPEC IF ICAiION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AHD TPI. ALPINE % A% V f `{V E ACH[F ACC SOFR TRUSSC ARID 2UNL ESTTO iN[RYISEALOCA TED OXETHITLOESIGNASPOSITDION CONN[(TOR SH Cp ORS TO l O n,o s.•' V TOT . L D. 37.0 P S F S E 0 N - 33643 FAx: 407-2999153 Fl / v 11 PROFESSIONAL ENGINEERING DRAW INGT 160 A-1. THE SEAL DR THIS DRAWING INTIP AILS ACCEPIA NCC OF PROFESSIONAL ENGINEERING R7,1\ " D U R . F A C . 1.25 FROM RII R C SPOII S RBI LITY SOLELY FOR THE TRUSS COH PONE HT DESIGN SHOWN. THE SUI IAIIIL IT, AND USE OF THIS 1, GEFMFICATEOFAUTIIOREEATION#9210 COMPONENT lFOR..9ANYSEPARTIPARTICULAR BUILDING ISXTHE RESPONJIBILITY OF THE BUILDING DESIGNER. PER Feb 03 N V SPACING SEE ABOVEJ JREF 1RY8352_Z02 Z22302A - El) F F THIS DWG PREPARED FROM'COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. L<1-4-011 .- 7-0-12 _ I LE 7-0-0 Over 3 Supports R=363 U=251 W=8' 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 -10-4 R=163 U=180 3-10-3 R=703 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:16 1 R - Scale =.375" Ft. YARNING•• TRUSSES REOUIRE EITRENE CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANDM• BRACING. RCFER TO HIB-91 (HANDLING INSTALLING AIID BRACING), PUBLISHED RY TPI (1RUSS PLATE I NSTITUTC. SBJ D'ONOFRIO DR .. SUITE 100. MADISO H, YI 53719). FOR SAFETY PR ACTICCS PRIOR TO PERF ORHING THCSC FUNC 110HT. UNLESS OTHERWISE INO ICATCD. TOP CHORD SHAH MAYC PROPER IY ATTACHED STR UCCT AI PANEL S. BOTTOM CHORD SHAH HAY( A fq0 CRPROPERLY ATTAC NED RIGID CCIL IIIG. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOi BC RCS PONSIBLC FOR ANY OCYIAt104 FROM THIS OC SIGN; ANY FAILURE TO BUILD THE TRUSSES IN CO NF OR MAMCE WITH TPI: OR FABRICATING. HAMDIING. SHIPPING. INSTALL IHG AND BRACING OF TRUSSES. THIS DESIGN CONFORMS YITH APPLICABLE PROYISIONS OF NOS (NATIONAL DESIGN SP EC IF"A110N PUBLISHED BY TNC AN ER IC AN FOREST AN0 PAP ER ASSOCIATION) AXD T71. AL THE CONNECTORS ARE MADE OF TOGA ASTH A653 GRAD GAL Y. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER w n, 1•' /r GQt IFI fV iaD.42%Q4 g 1 i 1, STATE OF f t4 P` LL OR,O••• v FL Tl. T C BC B C TOT. L L D L DL L L LD. 20.0 7.0 10.0 O 37.0 O P S F P S F PSF PSFF PSF R E F R 3 5 2-- 6 1 9 8 0 SMYTH LUMBER CO. Fi00FTRUSSDIVISION 2722 SOlI1lR APOPKA BLVD. APOPKA. Fl- 32703 407.299 1 522 FA%: 407-2999153 DATE 12102102 DRW SLTUSR352 02336139 S L T E N G W M R SEON 33659 DUR. FAC. 1.25 FROM SOYPROFESSIONALENGINEERING DRAWING$ 160 A•I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGs/ONat RESPONSIBILITY SOLELY FOR THE IRUSS COHP0 HE MT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS CERTIFICATF- OFAUTHOPUZATION 0921 El PARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSICOMPONENTFOR ANSCPARTIU b Fe03 SPACING 24. 0" JREF 1RY8352_Z02 L4431,14A - l,l TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.57 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCOL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0 - 4 U=180 9-4-0 FR=- U=180 L<1.4•0 1.0-12 1-0-0 Over 3 Supports r R=247 U=280 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE la, OTY:14 FL 1 R - Scale =.375" Ft. WAR NING.• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, MARBLING. SHIPPING. INSTALLING ANO T C L L 20.0 P S F R E F R 3 5 2-- G 1 9 8 1RACINGRCFCRTOHI8-91 (HANDLING INS T AL 11NG AND BRACIWGI. PUBIISHED BY TPI (TRUSS PLATE ATy- INSTI TUTC, 50J D'ONOFRIO DR.. SUITE 200. HADISOX, vl 5J719). FOR SAFE Tv PRACIIC ES PRIOR TO ZIFI ''•• I, !- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. I P CHORD SHALL HAYE PROPERLY ATTACHED )) n ! ,•,• T C D L 7.0 P S F DATE 12102102 SMYTH LUMBER CO. STRUCTURAL PANELS. BOITOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. rf ROOFTFEu55Drv151oN IMPORTANT FURNISH A COPY OF THIS DESIGN IO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED r No.427 4 BC DL 10.0 PSF DRW SLTUSR352 02336140 fR000CTS. IRE. SHALL NOT BE RESPOII SIBLE FOR ANY 0"IATIO1 FROM THIS DESIGN• ANY FAILURE TO 1 j BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HAROLIHG. SHIPPING, INSTALLING2722SOUTHAPOPKABLvo. AND B1. LL 0.0 PSF SLT-ENG /I'JMR APOPKA,FL 32703 BRACIIIG OF TRUSSES. THIS DESIGN CONIf FD FORMS WITH AP/IICABLC PROVISIONS OF NOS 1.( NATIONAL DESIGN STATE OF A, 407.299.1 522 CONK[ CTORSIAREPHADISOFD20GATASINMA65JIC AGRAOR6ALY HSTCCID PA CREXCEPTIASIN0IE0tID TAPfIYACONNECTORS TO 64 'f v TOT . L D. 37.0 P S F S E O N 33648 FAIL: 407.29969153 •`•0R1O•• EACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS TORSPER S PROFESSIONAL ENGINEERING ORAYINGS 160 A,E. THE SC AL ON THIS GRAYING IXDICATIS ACCCPTAIICC OF PAT, IT IOOAL INGIXEEI IG SPoAIA OUR . F A C . 1 . 2 5 F R 0 M R H RE Sf ONSIBILITY SOLELY FOR IHE TRUSS C0MPO NE TIT DESIGN SHOWN. THE SUI TA, IL AND USC OF THIS CERTIFICATE OFAUTHOROATON 09218 COMPOANSI/NENT FORR ANY PARTICULAR BUILDING IS THE RESPONS991LITY OF THE BUILDING DESIGNER. PER Feb 03 X R SPACING 24.0" JREF - 1RY8352_Z02 ZeeJULA - Ue) I H I 3 UNIX VKtrAKLU PIIU PI LUPIrUItK IMrUI [LUAU3 U UI PICR3I UIX J) JUUr,1IILL' 01 1nua. III — TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1( 10 4 IR-47 U=180 1QI1d 10- 3 R - 0 23 U=180 L< 1.4-011-1--3-0-12--j 3. 0-0 Over 3 S2PE9 R=234 U=198 W=8" 120 MPH WIND, 10.06 FT MEAN-HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:13 FL 1 R Scale 375" Ft. WARNING';TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIP ING. INSTALLING AND BRACING. REFER TO HIB-91 (HAIIOLIIIG INSTALLING ANO BRACING). PUBIISHCD BY TPI (TRUSS PLATE INSTITUTE. SBl D'OIT RIO DR.. SUITE 200. NADISON, NI S37191, FOR SAFETY PRACTICES PRIOR TO P CRFORMING THESE FUNCTIONS. UNLESS OTHERWISE IHDIC ATEO. TO CHORD SHALL HAYS PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHAH HAYE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL HOT BE RESPONSIBLE FOR ANY DEVIATION FPON THIS DESIGN; ANY FAILURE TO M M R l'ATjyptlFlr V l• f No. 42704 S = 1 T C T C BC L L D L DL 20. 0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 6 1 9 8 2 DATE 1 2/ D 2/ D 2 SMYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 02336141 SLT-ENG WMR 2722 SOUTHAPOPKABLvD. APOPICA. FL 32703 407-?9g1 522 FAX: 407- 29991 53 BUILD THE III USSES IN CONFORMANCE WITH TP1: OR FABRIC AI ING. HANDLING. SHI PING, INSTALLING AND 80. ACING OF T0.USSCS THIS DESIGN CONIT FORMS YIiH APPLICABLE PROYISIOHS OF NOS pl.(NAl10NAt DESIGN CONNECTORSSPEC F AR CPMADC UBL SHED 20GABY T A51MHA65JAGRIDR GALY. STEIL. EXCEPT AS NOTED. T APPLYAIRE CO NNECTORS 10 EACH FACE OF TRUSS. AND UNLC55 OTHERWISE LOCATED ON THIS DESIGN. POSITION COWN[CTORS PER 7C STATE OF t c p•••••' BC TOT LL L D . 0. 0 37. 0 PSF P S F S E O N 33650 D U R F A C . 1.25 FROM R H PROFESSIONAL ENGINEERING DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING I,DICATES ACCEPTANCE OF ROFESIIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TNIS S OIVAL SPACING 24.0" JREf 1RYi352_ Z02 CER'XIFTUTE OF AUTT-IORTTAnON 99218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION . Feb 03 'U LeeJUCA - L.3 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP $2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 24 R108 U=180 2- 10-3 R= 48 U=180 Lx4 ( Al) L< 1-4-011. 5-0-12:A. 5- 0-0 Over 3 Supports R= 295 U=219 W=8" I nIJ unu rnErAnCU rnun LUnrUIEA Ln Ui LLUAUJ 0 UXnL'IJIULJ/ JUU1III . 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE TY:13 FL 1 - R - Scale =.375" Ft. WARNING';,, TRUSSES REOUIRC EITRCHE CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND 8IACIDG. RIF CR IO H1B"91 (HARDLIHG INSTALLIRG ANp BRACING). PUBlISN[0 BY I I (TRUSS PLATE IISTIIU IE. SB7 D'ONOFR IO DR., SUITE 200. MAD ISON, YI 57219). FOR SAFETY PR ACIIC CS PRIOR TO INPE RF ORHING THESE FUNCTIONS. UNLESS OTNERVISC INDICATED. TOP CHORD SHAH HA PROPERLY ATTACKED STRUCTURAL PANCIS. BOTTOM CHORD SHALL MAYC A PROP[RLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL HOT DE RESPONSIB LC FOR ANY DEYIATION FROM THIS DCSIG N; AM' FAILURE TO BUILD THE TRUSSES IN CONFORNANCC WIIN TPI: OR FABRICATING. HANDLING. SHIPPING, IRSTALLING AND SPECIFICATIOMUPUDlI5HE0TBYStHCSANERICAINOfORCSIIANOPPAPCRBASSOC1 ON)SAND TP1OF .(NAIPINEL DESIGN CONNECTORS All MADE OF ."OGA AST A657 GRHO GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AHD UNLESS OTHERY ISE L1)CA T ED ON THIS 0ESIG11. POSITION CONNECTORS PER tIFI ['w••• / f( "'ffT; j ND. 42704 1= 7C * _ *' tSTATE OF •' S t O R`Or`'• w T C T C B C BC TOT L L D L D L LL L D . 20.0 7.0 10.0 0.0 37.0 P S F P S F P S F PSF P S F R E F R 3 5 2-- 6 1 9 8 3 S MYTH LUMBER CO. ROOF TRuss DIVISION 272250vnTAPOPIuBLw. APo KA. FL a07-299- T 52203 FAX 407- 299-9153 DATE 12102102 D R W SLTUSR352 02336142 SLT-ENG 41MR S EON 33652 D U R F AC . 1.25 F R 0 M S D Y _ PROFESSIONAL ENGINEERINGCERTTFICATEOF AUTHOROATION 092I8 DRAWINGS 160 A- I.THC SEAL ON THIS DRAWING INDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING R CSPON SIB ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THC 5UI TABIL IIY AND USE OF THIS OF THC BUILDING DESIGNER, PER COMPONENT FORANYPARTICULARBUILDINGISTHERESPONSIBILITYXAOSI(TPI1.199S SECTION 2. A NAIL Feb 03 ' 03 I SPACING 24.0" LIR EF 1RY8352_Z02 LeeJULA - U4) i nla unu rn[rnn[u rnvn 6vnrUICn Inrui LwnU0 o vinCnJAV —) JUUJ• • TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 6I- 2X4 (Al) 3-0-12-->j I— Over 3 Supports R=123 U=20 0 W=88" 1( 10-4 IR=70 1-10-3 0 R=29 U=200 100 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 OL = 5.0 PSF, WIND BC DL = 5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 /IFL 1 R - Scale =.375" FL. YARNING'• TRUSSES REOUIRC [11RCHC CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND M Tl. L L 2 0.0 P S F R E F R 3 5 2-- 6 1 9 8 4DRACIIIG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED RY TPI (TRUSS PLAIT R' 7y INSTITUTE. SB7 D'OHOFRIO DR .. SUITE 200. MAOISON. VI 67/19). FOR SAFETY RACIICCS R TOR TO •IFI ' "•. V E RF ORNIMG IH EST FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SNAIL HAVE PROPERLY ATTACHED ` : ( C••r•( T C DL 7.0 P S F DATE 12102102 S MYTH LUMBER CO. SIRUC TURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. !G (IAS p/ ROOF TRUSSDIVISION "IMPORTANT'• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ! No.42704 BC DL 10.0 PSF DRW SLTUSR352 02336143 PRODUCTS. INC. SHALL NOT BE RCS ON$1 BLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 •. 2722 5C)uTTE APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH IP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND p ( BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP PROVISIOIIS OF IDS (NATIOIIAL DESIGN 1 2 B C L L 0.0 P S F S L T- E N G W M R APOPKA FL 32703 'Q ti $Ti TE OF 407 299.1 522 Sp ECIEICAIIOR PUBLISHED BY THC AMCRICAII FOREST AND PAPER AC OF TPI. ALfINC 7 1 CONNEC 1oIt ARE MADE OF ZOGA ASTH A667 (•R AO GALY. STEEL. EIC EPT As NOTED. A PLY CONNECTORS To R QP T 0 T . L D . 37.0 P $ F S E 0 N - 33654 FAx: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER l PROFESSIONAL ENGINEERING p'SPOORAWINSIBIL/TY SOLCLYTFORSIH[ IITUSS04 ICOMPOHE I S DRAWI:G OESIGNiSHOWNC[PiAIHC SUIIAsILITYOANo USEAL IOFETHISNA1, D U R. F A C. 1.25 FROM R H CERTIFICATE OF AUTIORt7ATION A9218 COMPONENT IFORR ANY YCPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 03 SPACING 24.0" JREF - 1RY8352_Z02 L46JU4A - E,SJ iRia unu rKtrAMCU rMUri LUrIVUIC. LnrUi kLUAua a UIJ-TLnJTvnJr J-111I,Lu Ul '1000 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. IT-- 1021 U=180 2-10-3 0 R=53 U=180 2X4 (Al) I< 5-0-12 5-0-0 Over 3 Supports R=196 U=180 W=8" 120 MPH WIND, 10.93 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE I OTY:1 FL 1 R - Scale =.375" Ft. WARNING— TRUSSINES REQUIRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND 80.4E ING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T(TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO ERE ORMING THESE FUNCTIONS. UNLESS DTHERY I $C INDICATE%, TOP CHORD SHALT .AYE PROPERLY ATTACHED SIR UC TURAL PANELS. BO T10. CHORD SHALL NAPE A PR OPCRLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR ODUCiS. INC. SHALL NOT BE RESPONSIBLE FOR AT DCVIA f ION FROM fH15 DE51611; ANY FAILURE 10 R, qy PTIFI '•• // V r-[' t1ci jNO.427 4 T C T C BC L L D L DL 20. 0 7. 0 10. 0 P S F P S F PSF R E F R 3 5 2-- 6 1 9 8 5 DATE 12102102 S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 02336144 SLT- ENG WMR 2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407299- 1522 FAX 407-299rJ153 BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING. HANDLING. SHI PIN.. INSTALLING AND BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICAT IOU PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Co" tCloes ARE HAOC aF 20GA AS. A657 GRAD GALY STEEL. EICEPT AS NOTED. APPLY CONNECTORS To EACH FACE OF TRUSS. AND UNLC SS OTHERWISE LOCATE% ON THIS DESIGN, POSITION CONi0R3 PER A t 7 AY 1STATE OF ; Q` R10P.• ti, -,• S"`• M P BC TOT. LD. LL 0.0 37. 0 PSF PSF SEON 33657 DUR. FAC. 1.25 FROM R1i PROFESSIONALENGINEERINGCERTIFICATE OFAUTHOR17ATION V9218 DRAWINGS 160 A-2. THC SEAL ON THIS ORAYING IrIDICATES ACCEPTAIICE OF PROFESSIONAL ENGINEERING R ESrO, SIB ILITY SOLELY FOR THE IRUSS COHPONCNI DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANSIONE I COMPONENT FOR SCR ANPARTICULARBUILDINGISTHERESPONSEBIL1TYOFTHEBUILDINGDESIGNER, PER 1L Feb 03 ,' 03 R SPACING 24. 0" JREF 1RY8352_Z02 LLL3UL7L - V1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 9-10-3 2 X 4 III 2 X 4 III 6-8-0 Over Continuous Support R=74 PLF U=30 PLF W=6-8-0 i niz uMu rmc—mcu rnVrl -nrutcn InrUI LLUnUO 0 UI I --I Vn,r7 JUu--, I ITV V l I I•• 120 MPH WIND, 11.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT It, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL 1 R Scale 375" Ft. NARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. RCF ER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 161 O'ONOFRIO DR., SUITE 200, HADISON, YI 53719). FOp SAFETY PRACTICES PRIOR TO P ERF ORMIHG IHE SC FUNCTIONS LINE EIS OTHERY ISE INDICATED. TOP CNOfD ORACE HAY[ PR OPENLY ATTACHED STq UC TURAL PANELS. BOTTOM CHORD SHA II HA YI A PR OPCR IY A1IAC HED RIGID CCIL IIT IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IIIC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO R GAPS I F I •'•, v %'•• F G i NO.42704 j 7* T C L L T C D L BC OL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 7 8 2 0 1 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 Z 0 3 0 3 DRW SLTUSR352 03034325 S L T - E N G WM R2722SOLTTTHAPOPKABLVD. APOPKA. FL 32703 407-299-t522 FAX: 407-2999153 BUILD THE TRUSSES IN CONFORMANCE PITH TPI; OR FABRICATING. HANDLING. SHI PING. INSTALLING AND BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NA110NAL DESIGN SPECIFICATION PUBLISHED BY IHC AVER IC AH FOREST AND PAPEN ASSOCIATION) AND TPI ALPINE COX x[CIO S ARE MADE OF zOGA ASTH A653 GRAD GALT. STEEL. CXCEP AS DOTED. APPLY coxN[c1ORS To EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OR THIS DCS IGN. POSITION CONNECTORS PER 1 l s STATE OF j { V OR,Ot. f BC L L T 0 T . L D . 0. 0 37. 0 P S F P S F S E 0 N 39894 D U R . F A C . 1.25 FROM S D Y PROFESSIONALENGINEERINGDRAWINGS 160 A,E THE SEAL ON THIS DRAWING INOICATIS ACCEP T AxCE OF Pp OFLSSION AL ITIGiNEERING R EIPONSI.ITITY SOLELY F00. THC TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USC OF THIS PoNAI. SPACING 24.0" JREF 1RY8352_Z02 CERTIFTUTEOFAL7TNOROATTON# 9210 COMPONENTFOR ANSECTION PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER N Feb 03 03 Z22302A - V2) THiS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 6I— D1) 10-10-3 2 X 4 III 4-8-0 Over Continuous Su ort R=74 PLF U=39 PLF W=4-8-0 120 MPH WiND, 12.16 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.O PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE FL 1 R - Scale =.375" Ft. YARNING " TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. RCF ER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE I HSTITU TC. SB] D'ONOFRIO OR.. SUITE 200. MADISON, YI "'T . FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fUNCTIGNS. UNLESS OIHE VISE INDIEATED. lOP CHORD SHALL HAVE PROPERLY ATTACMCD pt lFl •''••, wC T C L L T C D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 7 8 2 0 2 DATE 0 2/ 0 3/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL MAYE A PR OPCRLY ATTACMCD RIG IO CCILIJIG. PRIMPORTANT'• FURNISH A COPY Of THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No.42704 BC DL 10.0 PSF DRW SLTUSR352 03034326ROOFTRussDIVISIONODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY BEY IAT ION FROM THIS DESIGN; ANY FAILURE TO 71 SLT-ENG /WMR2722SOUTHAPoPKABLvD. BUILD THE TRUSSES IN CONFOR MAMCC WITH TPI: OR FABRICA T I JIG. HANDLING. SM IPR ING. INSTALLING AIID t STATE BC LL 0.0 PSFAPOPKA. FL 32703 407-29$-1522 BRACING OF TRUSSES. THIS DESIGN CONFORMS YI TN APPLICABIC PROY IIIONS OF SIDS (NATIONAL DESIGN S EC IF IC ATIOM PURL ISMCD BY THE AMER IC AH FOR ESi AND rllr[R ASSOCIATION) AND 7Pi. ALPINE TO OF ' SSW(` •' y R,`'•• TOT.i_D. 37.0 PSF SEON - 52191 FAx: 407.29991 53 CONNECTORS ARC MADE OF 20 GA ASTN A65J GR AO GAIV. STEEL. C[CEP1 AS ISO iED. APPLY CONNECTORS EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OR THIS DESIGN. POSITION CONNECTORS PER iYlf ••••' R777 OUR.FAC. 1.25 FROM SOYDRAWINGS160A,Z. THE SEAL ON THIS DRAWIM6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NA PPP___ PROFESSIONAL ENGINEERING CEITTFICATEOFALRMOREFATION4Lt9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TAB II I TY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIZTPI 1.1995 SECTION 2. Feb 03 l()i R 1 SPACING 24.0 JREF - 1RY8352_Z02 LCLJULH - V3) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 F-- 2 X 4 III 2X4 (D1) 11-10-3 2 X 4 III 2.8.0 Over Continuous Support R=74 PLF U=68 PLF W=2-8-0 I— V"U rnCrnnCU rnV1'l I.u—VILn t-- a J-111-- — ,n • .. 120 MPH WIND, 12.66 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. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE FL 1 R - Scale =.375" Ft. WARNING" TRUSSES REOUIRC EIIPEME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M T C L L 2 0.0 P S F R E F R 3 5 2-- 7 8 2 0 3BRACING. RCFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I WSIIiUIE. 503 D'ONOFRIO OR .. SUITE 200. HADISON. WI 53719), FOR SAFETY P0. AC 11C CS P0.10R TO tN". PERFORMING THESE FUNCTIONS. U- S55 OTHERWISE INDICATED. TOP CNORO SHAH NAPE ROP[RLY ATTACHED .;,•. T C D L 7.0 P S F DATE 0 2 / 0 3 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. erll ROOF TRUSS DIVISION -;, IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No.42704 BC DL 10.0 PSF DRW SLTUSR352 03034327 Pp ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ; 7N 1 7 BC L L 0.00 P S F S L T - E N G WM R APOPKA. FL 32703 BRACING OF TRUSSES. THIS OCSIGX CONFORHS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF Q` / 407-299.1522 SPEC IF ICA11011 PUBLISHED BY THE AHCRICAN FOREST AND PAPER ASSOCIATIOR) AND TPI. ALPINE 'yJ S A(. fJC4 CONX ECTORS ARE HADE OF 20GA ASTH A653 GRAD GA . STEEL. ElCE P1 AS NOTED. APPLY CONNECTORS TO VVV Q got., T 0 T . L D . 37.0 P S F S E 0 N - 52194 FAX: 407.299 9153 EACH FACE OF TRUSS. AND UNLESS OIH[RWISE LOCAf[0 ON THIS OESI GN. POSITION CONNECTORS ER1........ 5 PROFESSIONAL ENGINEERING DRAWINGS 160 A-2 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING p`{. DUR . FAC . 1 .25 FROM $DY R ESPO. SIBILi TY SOLELY FOR THE TRUSS COMPONENT OE SIGN SXOWN, THE SUITAB ILI IY AND USC OF THIS CERTIFICATE OFAUTHORGEATIONB9218 COMPONENTIFOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 SPACING 24.0" JREF - 1RY8352_Z02 ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C M rLl 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE"',,,,,BRACES NO 1) IX4 'L" BRACE • 1) 2X4 "L' BRACE • 2) 2X4 'L" BRACE •• 1) 2X6 "L' BRACE • 2) 2X6 'L' BRACE •• GROUP A GROUP B CROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 2 3' 5" 5' 11' 6' 0" 7' 0" 7' 2" 8' 4" 8' 6' 10' 11" 11' 3" 13' 1" 13' 5" S P F 3 3' 4' 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" z H F STUD 3' 4" 4' l0' 4' 10" 6' 5" 6' 5" 8' 4" B' 4" to' 0" 10' 0" 13' 1' 13' 1" w STANDARD 1 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 1 8' 7" 8' 7" it' B" 11. 8" 1 3' 9" 5' ll" 6' 4" 7' 0" 7' 6" B' 4" 8' it" 10' 11" 11' 10" 13' 1" 14' 0" P 2 3' B" 5, 11' 6' 4" 7' 0" 7' 6" 8' 4" 8' It" 10' 1]" 11' 10" 13' 1' 1T 0" y3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1' 13' 9" D F L STUD 3' 6" 4' It" 4' It" 6' 6" 6' 6" B. 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' It" 11' ]1" SP F t 2 3' 11" 6' 9" 6' 11 8' 0" 8' 2" 9' 6" 9' 9' 12' 6" 12' II" 14' 0" 14' 0" 3 3' 10" 6' 0' 6' 0' 7' II' 7' 11" 9' 6' 9 6" 12' 3• 12' 3" 14' 0" 14' 0" THF 11' 11' 19" 19" L" 1" W Q STANDARD 3' 10" 5' 5' 6' 6' 9' 9' 10' 6" 10' 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" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6' 14' 0" 14' 0" CD 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 8" 12' 7" 14' 0" 14' 0" D F L STUD 4' 0" 6' 1" 6' 1" B' 0" 8' 0' 9' 6" 10' 0" 12' 5' 12' 5" 1 14' 0" 14' 0" STANDARD 3' I1" 5' 3" 5' 3" 6' It- 6' It- 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" Q 1 2 4' 4" 7' 5" 7' 7" 8' 9' 9' 0" 10' 6" t0' 9" 13' 10" 14' 0" 14' 0" 14' 0" S P F 3 - 4' 2" 6' 11" 6' 11' 8' 9" 8' 9" 10' 6" 10' 8" 13 10 13' 10" 14' 0" 14' 0" H F STUD 4' 2" 6' 11' 6' 1t` 8' 9" 8' 9' 10' 6" 10' 6" 13' 10' 13' 10" 14' 0" 14' 0' Q STANDARD 4' 2" 5' 11" 5' 11" 7' 10' 7' 10" 10' 6" 10' 6" 12' 2" 12' 2' 14' 0" 14' 0" 1 4' B' 7' 5" 8' 0" 8' 9" 9' 6' 10' 6' ll' 4 13 10 14' 0" 14' 0' 14' 0' P 2 4' 7" 7' S" e' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' l0" 14' 0' 14' 0" 14' 0" R3 4' 5" 7' 1' 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" 1 D F L STUD 4' 5" 7' 0" 7' 0" 8' 9' 9' 3" 10' 6" 11' 0" IT 10 14' 0' 14' 0" 14' 0' STANDARD 4' 4" 6' 1" 6' 1" 8' 0' 8' 0" 10' 6" 10' 9" 12 5" 12' 5" 14' 0' 14' 0' DIAGONAL BRACE OPTION. VERTICAL LENGTH MAY BE GrDOUBLEDWHENDIAGONAL BRACE IS USED. CONNECT DIACONAL BRACE FOR 8701 BRA( AT EACH END. MAX WEB i TOTAL LENGTH IS 14'. 2X4 SP OR DF-L 12. OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR IN TABLE ABOVE. DOUBLE CUT AS SHOWN) L L UPPER END.. Ilr CONNECT DIAGONAL AT MIDPOINT OF VERTICAL WEB. SYMY ciABOUT, 1e• T L 4 T_ l6 • J_u 1 2X4 12N OR BETTER REFER TO CHART ABOVE FOR BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FIR HEY -FIR 1 2 STANDARD 2 STUD 3 STUD 3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE STUD STUD STANDARD STANDARD GROUP B: HEY -FIR 1 k BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 2 2 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). GABLE END SUPPORTS LOAD FROM 4' 0' OUTL001(ERS WITH Z' 0' OVERHANG. OR 12' PLYWOOD OVERHANG. ATTACH EACH 'L• BRACE WITH 10d NAILS. FOR (1) •L• BRACE: SPACE NAILS AT 2" O.C. IN I8' END ZONES AND 4" O.C. BETWEEN ZONES. FOR (2) •L• BRACES: SPACE MALLS AT 3' O.C. IN 18' END ZONES AND 8" O C. BETWEEN ZONES. L• BRACING MUST BE A MINIMUM OF 807. OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENCTfI NO SPLICE LESS THAN 4' 0- IX4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN 11' 8• 2X4 GREATER THAN II' 8' 2.5X4 II+ REFER TO COMMON TRUSS DESIGN FOR II IPEAK, SPLICE, AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A10030E EO IEHIBINSTARLINGWANING•AND BRACINGTRUSSES REFER TO 91RHANDLING INSTALLINGN AND BRACING). UBLISHED REF ASCE7-98-CABI2030 BY TPI (TRUSS PLATE INSTITUT C, 5B3 D'ONOFRID DR.. SUITE 200. MADISON. VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1N '• No. 42704 DATE 09/10/Ot S M YTH LUMBER CO. STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING DRWG A12030EC0901ROOF'TR USS DIVISION IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOi BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ENG2722SOUTHAPOPMABLVD. DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH A •• STATE 0 F APOPKA. FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER407.299 1522 FAX: 407.299-9153 ASSOCIATION) AND 7P1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 4 O/•,•{. i4 TOT. LD. 60 PSF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL DRAWING PROFESSIONAL PROFESSIONAL ESPONSIBILITY SOLELY THE TRUSS THE' O 6AX. SPACING 24.0 "RESPONSIBILIYOSHCERTIFICATE0FAUT110R7ATION •B21 ANDOF ORAPATCULRUIL E/0NALI BUILDING DESIGNER. ANIBUILDING ELEIt.: GABLE DETAIL sYll. ABOUT FOR LET -IN VERTICALS LENGTH TYP. CABLE VERTICAL PLATE SIZES Q REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2* 2X4 2X8_1 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP LESS THAN 4' 0` IX4 OR 2X3 2X8 GREATER THAN 4' 0', BUT LESS THAN 11' e' 2X4 2XB GREATER THAN ll' B' 2.5X4 2.SX8 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T' REINFORCING ")EMBER WITH NAND DRIVEN NAILS. IOd COMMON TOENAILS AT 4' 0 C PLUS (4) IBd 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 DE USED WITH THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 CABLE DETAIL DRAWINGS A11015EN0699, A10015EN0699, A09015EN0899. A08015EN0899, A07015EN0899 A11030EN0899, A10030EN0699, A09030EN0899, A00030EN0899, A07030EN0899 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECD901, A12015EC0801, A11015ECO901, A10015EC0901, A08515EC0901 A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901, A00530EC0901 SBCCI CABLE DETAIL DRAWINGS SII0I5EN0699, SI00I5EN0699. 509015EN0699, $DBDISEN0699, S07015EN0899 S11030EN0899. 510030EN0699, 508030EN0699, 508030EN0899, 507030EN0899 SEE APPROPRIATE ALPINE CABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. ' WIND 2xe 'r' REINFORCING MEMBER 2x4 REINFORCING ueuBeR TOENAIL TOENAIL TO CONVERT FROM "L' TO 'I" REINFORCING MEMBERS, MULTIPLY "f' FACTOR BY LENGTH (BASED ON CABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 'L` BRACE, CROUP A. OBTAINED FROM THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD MAXIMUM ALLOWABLE "f' REINFORCED CABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE {Y/ "T" BRA SPEED AND Milli i" REINF. MDR. SIZE SBCCI ASCE 110 11PIi 15 FT 2x9 10 7, 10 7, 2x8 40 7. 50 7. 110 IIPIt 30 FT 2x4 10 7. l0 7. 2x8 50 7. 50 7. 100 MPH 15 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7. 10 7. 2x8 40 7. 40 7. 90 MPH IS FT 2x4 20 7. 10 7. 2x8 20 7. 40 7. 90 MPH 30 F'f 2x4 10 7. 10 7. 2x8 30 7. 50 7. BO MPH IS FT 2x4 10 7. 20 R 2x8 10 7. 30 7. BO MPH 30 FT 2x4 20 7. 10 7. 2x8 20 7. 40 7. 70 LIP" IS f'f 2x4 0 7. 20 7. 2x8 0 7. 20 7. 70 MPH 30 FT 2x4 10 7. 20 9. 2x6 10 7. 30 EXAMPLE: ASCE WIND SPEED - 100 MPH MEAN ROOF HEIGHT 30 FT CABLE VERTICAL = 24' O.C.-SP /3 T' REINFORCING MEMBER SIZE = 2X4 T` BRACE INCREASE (FROM ABOVE) = 107. 1 10 I) 2X4 'L' BRACE LENGTH 6' 7' NAIUIIUM "1" REINFORCED CABLE VERTICAL LENGTH 1.10 x 8' 7' = 7' 3` PLACES DRAWINGS GAB98117 876,719 k HC26294035 YARNING-- TRUSSES REDUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER f0 HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED r•-,.•••••••," F/ - r f. REF LET -IN VERT BY TPI (TRUSS PLATE INSTITUTC, 503 D'ONpFR10 DR.. SUITE 200, NADISON, VI. 53719> FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY P '1 •, k, • G F •, ; DATE 10/24/01 S MYTH LUMBER Co. ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING ROOF TRUSS DIVISION ENGINEER£ DTPRODUCTS. S HINC FNOTIBEDRESPONSOIBLEEFOR ANY DE IA FROHTHISLPINE NO. 42704 DR YG GBLLETIN1001 C HAL ION7DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, 27225ouTl1APOPKABLvo. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH ENC DW/KAR APOPIu, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 gsi.Ril A653 GR407GALv.PSTEELgEXCEPT7ASN)NOTEpiPAPPLYI CpNNDECTORS TO EACH FACE Of OGA STATE OF TOT. LD. 60 PSF j FAX: 407- 299. 9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A••• PROFESSIONAL ENGINEERING ORAVINGS 160 A- 2. THE SEAL ON THIS DRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THEOR c- P`.•• R. FAG. ANY 10 •\ -pX EN7IFIGATEOF AUTHORIZATION119210•SUITABILITY RESPONSIBILITr OF THE SPACING BUILDING DESIGNER, PERANSI/TPI I-1995 SECTION 2. 24.0' VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/y2 OR BETTER. BOT CHORD 2X3(•) OR 2X4 SP #2N OR SPF #1/#2 OR' BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) l6d BOX (0.135" X 3 5") NAILS TOE —NAILED 120 MPH WIND, ASCE-7-98, CAT U, EXP. B, ENCLOSED-BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 4f0_0 MAX 12 12 MAX.(— W2X4 W2X4 W2X4 f -8-0-0 MAX 12 MAX.(/V4X4I W1X3 WIX3JIWIX3W5X4/SP ia\ W2X4 3AX IV I X3 , 1V 1 X3 6-0-0 MAX SPACING) 1v2X4 1Y1 X3 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 60% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. NAILE IW2X4 W4X4 C 3F OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL 24• COMMON RUSSES PARTIAL FRAMING 20-0-0 MAX (++) ,T`T,Tulluweu JU4 AT 24" OC PLAN SUPPORTING TRUSSES AT 24•' OC MAXIMUM SPACING. Q q/////y THIS DRAWING REPLACES DRAWING A105 qARMING— TRUSSES RCOUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING).'PUBLISHED 4• ,•• TC LL 30 30 40 PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE' INSTIIUT[, 583 D'ONOFRIO OR., SUITE 200, MApISON, WI. 57719) FOR G DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INOICATED C DL 20 IS 7 PSF TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PA)JELS AND BOTTOM CHORD SHALESMYTH 'LUMBER CO. HAVE N 42704 . * ORTANOT.•RLYFURNISHCAECOPYGIOFCTHISNG. DESIGN TO THE INSTALLATION CONTRACTOR. ALPI ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT 6E RESPONSIBLE FOR ANY DEVIATION FROM THIS = dC DL 10 10 10 PSF DRWG VALTRUSS0699 ENG MLH/ICAR2722SOUTHAPOPKABLVD. DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, C LL 0 0 OPSF HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH AMO KA, FL 32703 APPLICABAMERICANLFORESTPROVISIONS 4072931,T22 PER ASSOCIAITONALION) ANDGN IS ALPIINICATIONECONNECTORSHED B THEAREMADEOF 20GAi'O STATE OF OT. LD. 60 57 PSF55 ASTM A653 GRAD GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A-2. THE THIS O •• •• 0 0 P••• i ^ •••• _` DRAWINGS 160 SEAL ON DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEENING •ENGINCERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE' CEAnFICAtt:OFAVnJO RA710Na921BRESPONISIBILITYDOfSTHEF C` R rDUR.FAC. 1.25/1.33 I.15 I.IS THIS ) DESGNER.PONENT OPER NANSI/RPI USCC1ilOJ+NG I2 THE v.,``' ACINGBUILDINGI`199SAR 24' CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" O( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING DETAILS. VALLEY RAFTERS 8). (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) 1-(A) C) ( B 3) 16d BOX NAILS 4'0" TYP. ( B) 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING 3) 16d BOX NAILS, TOE -NAILED PARTIAL FRAMING PLAN vmnTvly Invoor,J n) 44 vL, SUPPORTING TRUSSES --- AT 24" OC MAX SPACING 3) 16d BOX NAILS. TOE -NAILED GIRDER a) """"'rrrgp THIS DRAWING REPLACES DRAWING V105-CONV VARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING.// INSTALLING AND BRACING REFER 10 HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'ONOFRIO DR, SUITE 200. MADISON, VI. 53719) FOR\\\ SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CIIORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS N/ r..•IFICq •', F l `•• C LL 30 i DL 20 30 15 40 PSF 7 PSF REF CONV. VALLEY DATE 06/25/99 SMYTH LUMBER CO. AND BOTTOM CHORD SHALL H MFORTAN7•• RLY D RIGID CEILING G BC VL 10 10 l0 PSF DRWG VALCONVF0699 ROOF TRUSS DIVISION FURNISHCAECOPY OFFURNISH TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 2 2722 SOUTH APOPKA ULVO. IN CONFORMANCE WITH TPI) OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES DESIGN N..42704 Bt tL 0 0 0PSF ENG MLH/KAR APOPKA. FL 327031 CONFORMS ,VITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA TOT.=LD. 60 55 57 PSF Fwx: 407.299.9153 AST A653 GR O GALV STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERVISE LOCATED ON THIS DES]POSITION CONNECTORS PER OF 1C.1.25/1.33 115 1.15PROFESSIONALENGINEERING DRAVINGS 160 A-Z. THE SEAL ON THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOVN. THE y ••• ,STATE i A ••P.' CERTIFICATE OF AUTHORI7AY ION 0921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i O • '•, CING SEE ABOVE TOP CHORD 2X4 #2 OR BETTER BOT CHORD 2X4 g2 OR BETTER WEBS 2X4 N3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. PIGGYBACK DETAIL TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLFN SPACING 120 MPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E.* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. EITHER PLATE B OPTIONAL LOCATION IS SPLIC B BACCEPTABLEp B D-SPLICE B 2' TYP. B B B B C-TYP. 12 # 12 MAX ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. VARNINU•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'OuDFR1O DR., SUITE 200, MADISON. VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S M YTH LUMBER Co. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTAr7T•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION 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, 2722 SOUTH APOPKA BLVO. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE Of AUn(ORrLA710H *921 SUITABILITY AND USE OF THIS COMPONENT FOR ANT PARTICULAR EUILDING IS THERESPONSIBILI7YOFTHEBUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION 2. JOINT SPANS UP TO TYPE 30' 34' 38' 52' A' 2X4 2 5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120- X 1.375- NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING tx4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9' TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" OC. 2x4 "C" BRACE. SAME GRADE, SPECIES AS WEB 10' TO' 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER ATTACH WITH 16d NAILS AT 4- OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120' X 1.375' NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 o 0 0 0 0 0 0 0 0 0 _ 00 0 0 0 0 0 0 0 0 2 0 0 8 1/4- ovy-111i1im 1/6'1,RAWING REPLACES DRAWINGS 634.016 634.017 & 847.045 A,P MAX LOADING REF PIGGYBACK S IFIC;q% y G F•• 55 PSF DATE 06/25/99 1.33 DUR. FAC. DRWG PIGBACKBO699 No. 42704 50 PSF AT ENE DLJ/KAR 9.25 DUR. FAC. o• STATE OF a7 PSF AT 10 •• a 1.15 DUR. FAC. Q SOP• ACING 24.0" BOTTOM CHORD FILLER DETAIL . OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE • + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ ' 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120" )X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L: 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR—LARCFI 3281 # 1656 1.5" X 3.5" 12 11 10 9 8 HEM —FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE —PINE —FIR 2231 # 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON —DENSE 2520# 1343 1.5" X 3.5" 9 8 1 7 7 6 tt 4 ++ s 4 ++ 1 9.5 MAX 3X8 TRULOXV** MAX 4 tt 4 3X12 TRULOX 2X8 WEDGE t ss 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE VARNIIJG-• TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER 70 HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR., SUITE 200. MADISON. VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. SMYTH LUMBER CO. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRU55 DIVISION ENGINEERED PRODUCTS, INC. SHALL N07 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCC WITH TPI; OR FABRICATING, APOPKA, FL 32703 HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAx: 407.299.9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER BRAW114GS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF ANT)IORI7ATION 01921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/7P1 1-1995 SECTION 2. T,:Iii111ul1IUl!))J DRAWING REPLACES DRAWINGS A115 A115/R 3 884.132 l't/q iG F TC LL PSF REF BC FILLER Fi IFICq'Q DL PSF DATE 06 25 99 B& DL 10.0 PSF DRWG BCFILLER0699 k NO.42704 C_LL PSF ENG DU/KAR TO`g LD. PSF o•, STATE OF F. FAC. 1.0/1.15/1.25/1.33 ACING 24.0" N At O STEPDOWN CORNER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE 2 TYF BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH-** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR #1 N 2-00-00 2-09-15 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# J1 J3 J5 ** J7 300 12 TO6.00 Ir2x4 V 3' 5' 7' R=463g. 11=3.50' END AND CORNER JACKS 5' CORNER SET SETBACK 3' 7' 0" 0 1' 2 HIP OR COMMON TRUSS Miiww I 1 3' 5 7" 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS HJ ** (3) 16d TOENAILS 2.12 12 W2x4 TO [ 4.24 W3x4Wzxs1 . OR SIMPSON 3/4- -.-I- THJA26 1 9-10-13 OVER 2 SUPPORTS R=652y, W=3.50- WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR., SUITE 200. MADISON. VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S M YTH LUMBER C O. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TR U55 DIVISION 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, 2722 SOUTH APOPKA BLVD. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE CERTIFlCA7E OF AUTNDRIUnON 9218 RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. HIPJACK a% -'J IFIC;q NSF t ? No. 42704 o STATE OF 90.c:_- n Q 10 P'.! ALTERNATE LOADING TCLL 20 PSF TCDL 20 MAX PSF BCDL 10 PSF TOT.LD. 50 MAX PSF DUR.FAC. 1.25 I THIS DRAWING REPLACES DRAWING HC11795029 LL 30 MAX PSF REF 7' STBK CS DL 15 MAX PSF DATE 06/25/99 pL 10 PSF DRWG CS7SBK3A0699 L 0 PSF ENG SJP/KAR E LD. 55 MAX PSF 1. FAC. 1.33 CING SEE ABOVE 01 4 ONAI CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WE6 BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW AIAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING. RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 I ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 I-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAh(E SPECIES AND GRADE OR BETTER THAN WEB N(EMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH I6d NAILS AT 6" O.C. BRACE IS A MINRIUM 80% OF WEB MEMBER LENGTH SCAB BRACING: T-BRACE OR L-BRACE APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH IOd NAILS AT 6" O.C. SCAB BRACE IS A MINIMUtf 80% OF WEB IEMBER LENGTH T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579.640is YARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISON, VI. 53719) FOR N TC LL PSF REF CLB SUBST. DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL V .•Q'-C1F1CQ ,•! { q'.',' G DL PSF S M YTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE H DL PSF DRIVG BRCLBSUB0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, , FURNISH SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, NO. 427042722SOUTHAOPKABLVD. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CC WORMS WITH C LL PSF ENG MLH/KAR AroPMA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER TO'g LD. PSF 407.299.1522 ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GP40 GALV. STEEL EXCEPT A$ NOTED APPLY CONNECTORS TO EACH FACE OF FAX: 407.299,9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER YQ •, STATE O F FA C. DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONALENGINEERINGRESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i A Oj('•, P ' f- —A CERTIFICATEOFAUTHORIZATIONN9210RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 4 iO R I C A CIN G