The URL can be used to link to this page

129 Venetian Bay Cir - BR04-002369 - SFRi . i • r;to CONTRACTOR ADDRESS e & • I ' SUBDIVISION PERMIT # `%' 3(ra DATE — PERMIT DESCRIPTION _ S Morrison Homes 151 Southhall Ln #200 Maitland, FL 32751 PHONE NUMBS: 407-257-6940 — CJ Q Q4.1-?,29y , PROPERTY OWN jpevu,tiol, Tcl PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE PERMIT VALUATION SQUARE FOOTAGE ` Ric,. City of Sanforar Certificate of Occupancy This is to certify that the building located at 129 Venetian Bay Cir.for which permit number 04-2369 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: B. Oden 12/16/04 Engineering: D. Richards 12/17/04 Public Works: J. Crnmpton 12/16/04 Utilities: R. Blake 12/22/04 Fire Department: Zoning: Morrison Homes Property Owner 12/27/04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: Single Family Residence**** 12/14/04 129 Venetian Bay Circle d 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 ' i -z-/, 7 lo-V Fire Public Works Zoning Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: Single Family Residence**** 12/14/04 04-2369 129 Venetian Bay Circle ri 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 Fire e w blic Works []Zoning Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIO?AL) A.. - I - - - `- . ., ouey'-rb\ DATE: PERMIT #: ADDRESS: CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIQN I Single Family Residence**** n, 12/14/04 `1s 04-2369 129 Venetian Bay Circle v 1 CONTRACTOR: Morrison Homes U93 ZTW PHONE #: Chris B 407-948-4893 I I f i i I I I I I 1 l 1 1 1i 1 1 1 t i 1 i 1 I I I I I 1 1 I The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire Public Works [I Zoning _ tilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 12/14/04 16:54:50 Locution 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 240695 23.19.30.502-0000-0740 129 VENETIAN BAY CIR Free -form information LOT 74 ************* SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2369 PD 6-30-04 SEE REC #6973 3/4"WA METER SET FEE $190.00 PD 6-30-04 REC#6973 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel Job A -rcldr-s It:ri lait n dtrri,: d a;i: ' 1iall%t•di'i GYSG' u h,3Z1 Tlzafitirl F,c „>iZ}r s r 2a E<1 Aerie dl> I ZCFe SCil+if —ik (Ji /: d c`3nge> _`Se-mme ell 5 3th9 fide ! Residential , 11193S-yQnil£lYt6Lie i t} a?s 7#lea r. ss J'Sd <f T'n c C 1: Vlurnbitig/ New Carr merelzl: ,r of Fxt iez, V o` rss Cws- Lines R' lurtlblr±g./N oo, ResldeNti6l: :N of V z i Ciosctslitr btu ; x _£es c r t or t 7ce 1 r' 009UP, 4Type:Residerltyal Cfltaiittiercini lridtist;i 1 i<igtel trureleaataT.e: 0m 9triletion "Tyne: fi of 516ri'm: f of Dsrei!llag U»lb: FE' M.Afor- r€gertrc(d fErl (a;'ll l=l: (;•1kYtiEr i i Parcel Ai e i SrQi,} t1i` 037nR!r5:5'1i, [ t,2r U11:Su^CA LfiCr56) OwnersNameAddress: Contractor Name-jf O- atrtieense'Sumber R"`"S 09G^1h r1k STREET SLU 1Ii i _ j p Phonec` Fax: ' _ JO . i' s_ "i.<3aW Bonding Company' Address Nicirtgage Lender: -- Address: - Arch itecUEngineer. phone: address; Fa~ - Application is hereby stead€ to obtain a ae nit to do the work arid ins allations as indicated. ! certify that no work or installation has eon>n'tenced' prim i(, the issuanceofapeiiitandthatallworkee611isp-,{o„ to rt: standards of ail laws rcplatitig. coWt r.,sbon in this jurisdiction. i rund"taM_ thaf. a sepaatc permitmusebesecuredforELFCTRICAL'WORr;, Pl-,IM1gRjG; SIGNS, WE L s, POOH,. FiJRNACES, BOILEF.S, :HEATERS, Tfia_NKS, and AIRCONDITIONERS, etc. OW NER'S AFFiDAVI! ; I certify that all of the foregoing inf1wrntion is accurzte and iita'sail Vio;k WI bt done in compliance with all appliczl;)(!. i. W: i i.>, ,J ring coisbver,o, and Coning. ;uATuNUNCr TOO , t rr -- FOUR FAILUTRE TO R.R;CO, A NOTICE OF CONDAdENCE- ENT lV 7 F • . TWICEIORIMPPROYRMtE TOYOUR A; , sL1Lf n:l . 1 i ,,E1G OUR PPOR`P Y. T-F'YOUltd l Ei. TO OPTATi4i WIANCFNNG, COI4:U WITH YOUR LENDER (JR AJ t ATTORNEY' BEFORERECORc.DrNG YOURNOTICE OF COMIMiLNCEM1ENT. NOTICE: In addition to the requirements of this , , it, there may be additional restrictions applicat le10 this ropes ,afi ,/ y be found in the liutilir, records of this count),, and 'there ninay be additional permits required from otter governmental entities such as lvaier natg neit trice, state agenc, .: , r, fi:dr-:, n I e encics. Acceptance of permit is verification that I loll notify the owner of the property of the r remenOi Fl a (i w,$S 7.1 L/ SEP 2 2 Z004 Signature ofOwner/Agent Date Sign re of Concacior/Agent Date: OBER G. DELLO RUSSO Print Owner/Agent's Name Print Co Tract _ent' Name. . SEP 2 2 Z004 Signaiure of Notary -State of Florida Date Si_ ere o k -,-S -Florida Date Y'Pp .,, ROBERT V. NEVII E MY COMMISSION # DD 2i2879 Otmer/Agent is _ PersonalIN Known to Me or Produced Contractor/Ac:.: s nali, K or EXPIRES: June 14, 2007 ID Produce` . BondedThrNotaryPt" icUnderWdters APPLICAI ION APPROVED UY: 131dg / 91da 9.Vin Lr: Inmal Date) b Initial & Date) ( Initial K Da(e). pp. I p , aa tieCiS! l unditions` s 300 T E ' UN °°'` 04 LAND USE CATEGORY: OO1 - Sin le Family Detached House TYPE i SE: Residential WO K DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE U.-.... .... R.... ...E-P............... .... .... .... ... -.... .... ... TOTAL DUETYPEDISTSCHEDULEDESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE ROADS COiLECTORS NORTH 1= STATEMENT RECEIVED BY: O dwl unit $ 7O5.00 1 $ 7O5.00 O dwl unit $ ^142.00 1 $ 142.00 O dwl unit $ 54.00 1 $ 54'OO O dwl unit $1,384.0O 1 $ 1,384.O0 AMOUNT DU $ 2,285'OO SIGNATURE: __ .................... __.... ... .... .... NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE 'EQUIREMENTS OR OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, THFROM E PLAN IMPLE MENTATION OFFICE: 11O1 EAST FIRST STREET, SANFORD, FLORIDA 32771; (4O7) 665-474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 3OO NORTH SANFORD. PARK AVENUE FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER LEFT OF THE NOTICE. AND CITY BUILDING PERMIT NUMBER AT THE TOP THIS STATEM NT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** c. 7 ` l - / (,_) r / `^ -'/ CITY OF SANFORD PERMIT APPLICATION Permit # : Q 1 — Job Address: / o) Description of Work: Historic District: 3G I'c12 (.p} at` 7 l X 1(421C ( Zoning: Value of Work: 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: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA farm required for other than X) Parcel #: Owners Name & t_ Attach Proof of Ownership & Legal Description) Phone: I1-'9Q'1 — UA1-{ -- 001)-) Contractor Name & Address: t 'Q S -,i e L ri L I p(A Fe ( . c e A c i( A L! e rs y State License Number: Ee- Lao Phone & Fax - `)) S nh C >i 5 t Contact Person: rl t Phone: ; TZP-- f)(Y5 C)ONe Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of theforegoing 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 TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 thiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permitis verification that I will notify the owner of the property of therequiremjV of FloridaLien Law, F. 3. Signature of OwnedAgent Date Signature of Co c Agent Date Print Owner/Agent's Name Pri on actor gent's Name sv r Jennifer Almodovar g • My Commission 1)1)2728f14 Signature of Notary -State of Florida Date Signa ta aofNotary -State of Florida w at i<es 07 2Gt1 Owner/ Agent is , Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Contractor/ Agent is _ Ll ersonally Known to Me or Produced I DInitial & Date) Utilities: initial & Date) FD: Initial & Date) 1 b 2- 03-20A 1 2 : S91DM FROM CITY OF ISANPORD PERMIT APPLICATION QPermit # :_ Date: Ir' Job Address; m t f\ g _ (C Dwcriptioo of Work ,l5' 1Y1 J-19 Y __t- Historic District: Zordag; Value of Work: f 0 Permit Typc-, Building Plectrical _ Mechanical Plumbing Fire SpriskWAlwtn Pool Electrical: New Sorvioc — # of AMPS Addition/Alleration Change of ScMce Temporary Pole Mechanics]:. Residential Non -Residential Rcplacatne)u Now (Duct Layout.& Amex Cola Requited) Plumbing/ New Commercial: # of Fixnurs 47 # of Water & Sewer Lines # of Gas Lines Plumbing/Nsw Residential: # of Watet Closets ,Piumbiog Repair— Residential or Commemial Occupancy type: Residential _ Colnrrtt 121 Industrial Total Square Footage: Construction Type: # of Stories: # Of DwtWn? 11niu: Flood Zone: (F)b*MA form roquh ed for other tbsw X) Parch Mt ( Attach troo(of Owner•sbhp & Lstal Description]) Owntrs Nome Ac Add \ r 1 O (' \ S 4 t\ ` tv 5 ; a C a o L_ ri_ a s - --- Pl e: \-1 D - bQ 61 - ij 0 `1 Coafrattor Name k Address: : ( S } ( .A u \ — ') 1 m )D ' n ! TTJ C{ S t l.t,)n A v1fAqI ` a Statc [Jtente Npmbcr: L C Q Phone & Fax: t -( L — L+ _ out cress: V Y f. <l k !•bond: n &ij Bonding Company Address: ` Mortgage Leader. Address: ArchlttttlEng(nsar: _ piton*: Addrtss: Fax: Application is hereby made to obtain a pertnii to do the work and installations as indicated. I certify tint no work or installation has oocutteetal prior to theisauamoofapormirandthatallworkwitbeperfoanodtomeetitaadsidsofalllawsregulatingoonstruetioainthisjurisdi"loa Iundarttaod that a separatepemtitmustbeseturedforBLPCTRICALWORKPLUMBING, SIGNS, WBU S, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. QWNER'S AFF DA VII: I certify that all of the foretoing Infomution is accurate and tbu all work will be don; in compllanoe wish all applicable law= izgutatiagoonstsuctionendzoning. WARNING TO OWNER_ YOUR FAIIAIRq TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPBRTY. If YOU INTEND TO OBTAIN FINANCING, OONSULT WITH YOIJft LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTIQF: In Addition to she requirernenhs of this permit, shot may be additional rcttrictioai applicable to this propctty that rosy be found in tht publlo rmomU of thiscounty, and thcro may be additional peimits required from other goveramtausl c.ntitias such as waw manatcmrat districts, scats agco;ks, or fcdaal &gdocies. AccdpUncd of ponnitis vctification that I will oorify she owner of p of the requirements of Floods Lien Lew, FS 711. Signahre o Qwner/Agent Date Signature of Conttactos/Agent Data can' s Name 4--:— 6h& tasy; Sf two Dstc DEBBIE BLANTON MYCC'u1&i1SSION nn 1ns nt3.(` PlRF':v ally IGS'Ownmate o t0>jtauary 25, 2007 s. Yscount Assoc. Co. Print ConuactodAgt:nt's Name Signature of Noury•Statc of Florida Date ContrsctortApra is Pononally Knowa to Mc or ProduccdID APPLICATION APPROVED BY: Bldg: ZoninE:. Uulitics: fD InitialdoDate) ((nititl &Date) (Initial dt Date) Vnitlat & Date) Special Conditions: j CITY OF SANFORD PERMIT APPLICATION f 3&9 ` Date: 14 e. Permit # Job Address: Description of Work: &EV 2 M,EmiqL Historic District: Zoning: Value of Work: S 1DLC Zip • Permit Type: Building V/ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _, Addition/Alteration Change of Service Temporary Pole V111 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 r Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: _ • Construction Type: eM u # of Stories: / # of Dwelling Units: Flood Zone: X (FEMA form required for other than X) Parcel #: LJ / % ! Owners Name & Address: MO eK/SG 816OUrHM-66 Ay,E Contractor Name & Address: aadIl-ki hal Phone & Fax: k0IJ00 Bonding Company: NA Address: ,VA Mortgage Lender: V 4 Address: N -Q 0000 — D :,. o (Attach Proofof Ownership & Legal Description) " 4IL v^ / Phone: Y% DZ tp OD 77 Ctoeusa y f arYl s State Ll cule mbeer. G -7 1 O S aura Pe Arsotr W} !r Phone/ O7 _?S 7Z740 Architect/Engineer: /%GQ IAIC, j,/ d y ? Address: aa. AjAl ink, /J rL /7I < n u t +'" Application' is hereby made to obtain a permit to do 11iiivork and in tall 6 iori's as ind`iat. P Jntr.; issuance of a permit and that all work will be perforinE 1pneet sta fjj(o 11 la,.ws,, egiilasl#ig t permit must be secured for ELECTRICAL WORK, 14, NIBING, SIt ELLS, P_ 09LS,.F-UPN AIR CONDITIONERS, etc. 1917phone: 64M ax: that no wo r installation has commenced prior to the trucaon: jurisdiction. I understand that a separate ACES. BOILERS, HEATERS, TANKS, and OWNER'S AFFIDAVIT; I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIQ 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 ay be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of per s verification hat 1 will notify the owner of the property of the requirements of rida Lien Law, FS 713. N Signature ofOwner/Agent *D1 ofSignature Contractor/Agent X pp^ V 2 a o 73 4 $ Print Owner/Agent's Na Print Contractor/Agents Na a Q ate Signature of Notary -State of fida tooR ¢ Signature ofNotary -State of FIcar Known to Me Contractor/Agent is Personally Known to Me or r._ ro Owner/Agent is Y Personally or e _ cProdued ID AJA Produced IDo _ A BY: Bldg: 0 Zoning: Utilities: FD! OrATION APPROVED Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: . a1Q hh.e cla& , nc& 0 7- rr. cow! R D Permit Number: 0 49 Prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. MARYANNE MORSEL CLERK (F CIRCUIT COURT SEMINOLE COUNTY BK 05311 FIG it 1 &3 CLERK'S # 2004077574 RECORDED 05l18i2N4 lSuNioa PM RE113RDINO FEES 6.0 RRUINNO BY L McKinley awnna) COP, Y.ANNIE HORSE 3f CIRCUIT r MNTYm State of Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: Lot Number 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. ,,, rJ Street Address % Jir v sanfc)rd, FL 2. 4` eneral 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 Address 151 South Hall Lane. Suite200 Maitland FL 32751-7172 Tel Number (407) 629-0677 Fax Number (407) 629-5282: 6. Surety.: N.A. 7. Lender: N.A. 8. Persons within the State ofFlorida designated by the Owner upon whom notices or other.documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes, N.A.. 10. Expiration to of notice of commencement: One year from the date of record' Date Signed. / Signature of Owner's Agent, MAMIc %AY,U Sworn to and su6scrib before me this by Maria Lisa Steiner, who is personally known to me. D.kCUO( MY COMMISSION # DD 214811 Signature of No ry: Notary Seal: * * EXPIRES: June 27, 2007BondedThNBudgetNofon/ sots m Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org,./pls/web/re_web.seminole_county_title?PARCE... PARCEL DETAIL I i Seminole Counlr J&P rrt,,&-+pra,wr CAFV tu* 11111 kk . arct %t. Sai11I 111 32771 40' 7 -6h%-7 W, GENERAL ri RSON kI runt. tax Rt171 Ittry •, .!111RVII Parcel Id: 23-19-30-502-0000-0740 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN STE 200 City, State,ZipCode: MAITLAND FL 32751 Property Address: 129 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vac/lmp WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision LAND Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 0 0 1.000 26,000.00 $26,000 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Land Value (Market): $26,000 Land Value Ag: $0 JustPMarket Value: $26,000 Assessed Value (SOH): $26,000 Exempt Value: $0 Taxable Value: $26,000 2003 VALUE SUMMARY 2003 Tax Bill Amount: 2003 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION PLAT LOT 74 VENETIAN BAY PB 63 PGS 84 - 88 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem fax purposes. ff vnstmn rdfv ntirrhaoarl A hnmaefaai4arl nmror/v umir narf vanr'enrnnarfv fAv will ha haear/ nn .liiefANArkaf vAhjP 1 of 1 5/13/2004 513 P-M LIMITED POWER OF ATTORNEY DATE:l d I HEREBY NAME AND APPOINT: EACH AN AGENT OF: W amILIIWel i• Ito TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FORME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED A LOT NUMBER : SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MAREK BAKUN NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CENT. # CRC1327062 CONTRACTOR'S STATE REGISTRATION NUMBER.1 The foregoing instrument was ackn wledged before me this DATE: BY: MAREK BAKUN Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. OOO O N NNN Nass tooNN*8NNs1N2/*08N6 0"4a LAURA K. HOBSON S5IGNATURE OF NOTARY: NOTARY SEAL. ' 'v Commission.# DD0143661 i n Expires 8/20/2006 Bonded through 800-432-4254) Florida Notary Assn., Inc. I.....• Serx * .I88ociateBlnc. 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 Survey LINE BEARING DISTANCE L I S 89°59'43"W 50.00' L 2 N 89°59'43-E 50.00' LOT 86 LOT 85 LOT 84 LI LOT 74 A" GRADING o 5.500 50. FT. o PORCH o Z o O 15.3 O c O a O '' o i- O 1979 O YORKSHIRE "A 6 8' SINGLE FAMILY RESIDENCE m y V SIN. FL. ELEV:14.2 trnRz LOT 73 Rl o y LOT 75 P.C.P. C/L MONROE VIEW TRAIL 50' R/W) TRACT "F" PRIVATE ROADWAY 50 CITY OF SANFORD F15-5 —0—D-1 U 40.0'w O O 46.0 OC 12.7 o O O 21.3' O 1 m 25.00' L2 N In O O CIL EL I . N 89° 59 ' 4 "E- t 280 REFERENCED BEARING C,4SA J CIL VENETIAN BAY CIRCLE R/W) TRACT '•F" PRIVATE ROADWAY LEGAL DESCRIPTION: Lot 74. " V E N E T I A N B A Y " according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone -X according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Dated 04117195. City of Sanford. Community Number 120294) General Notes: PRO f05 ED1. This is a BOUNDARY Survey performed in the field on . 2. No aerial, surface or subsurface utility installations, underground improvements or subsurfacelaerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of -way ofrecord whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal descfiption shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes W iron rod with yellow plastic cap marked L84937 or LS3182, or iron rod with red plastic cap marked "Witness Corner" unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument 2003 Herx & Associates Inc. All rights reserved Ce"Mcation: Not valid without the gna a and the original raised seal of a Florlda licensed Surveyor an PG pe This survey meets the require is orida Minimum Technical fan ds as contained in ra f -6 Florida Administrative ode. Daras L. Przemlenleckt, P.S.M. Registerb# Surveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Su r and Mapper No. 6092 Herx & Associates Inc., Slate of Florida LB 4937 SETBACKS: Max Coverage - 64 Front 25' Rear 20' SITE DATA Side 5 ' Corner 15 IMPERVIOUS SO. FT. _ 56 ' Minimum Lot Width 50' LOT S0. FT. IMPERVIOUS AREA -3.076SO. FT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°59'43-W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering. Inc. Job Number 2001. Legend Temporary Benchmark CVS O.R.B. Offset Official Records Bookassumeddatum) PB Plat BookBOWBackofsidewalkPCPointofCurvatureCACenterlineP. C. Point of Compound CurvatureACentralor (Delta) Angle P.C.P. Permanent Control PointCALCCalculatedPG. Pape Chord Bearing P.R.M.CB R Permanent Reference MonumentCDChordP/L Property LineC.M. Concrete Monument P.O.B. Point of BeginningEL. or ELEV Elevation (Proposed) P,O.C. Point of CommencementFINALEL. Elevation (Measured) p I Point of IntersectionFD. Found PRC. Point of Reverse CurvatureFin.Fl. Elev. Finished Floor Elevation PT. Point of TangencyI.P. Iron Pipe R RadiusI.R. Iron Rod RAD Radial LineLArcLengthRES. ResidenceLBlicensedBusinessR/W Right-ol-WayLS. Land Surveyor TBM Temporary BenchmarkMeaMeasuredTYP. Typical N/D(N&D) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Sketch of Legal Description This is not a Survey Drown by: CM Checked by: DP Prepored For: MORRISON Job Number: 02-017-02 Scale : 1'• 30' Plot plan performed: 05-03-04 Foundation Survey: Final Survey: Revisions . Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) December 20, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 74 Venetian Bay, 129 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 129 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 74 "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 I c. l,tn'10c i Darae L. Przemieniecki , P. . Associate Vice President DLP/bb 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 NAIL Number 129 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 74, " VENETIAN BAY " PLAT BOOK 63 PAGES 84 - 88 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): or ##.# ) ® 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 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 EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 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. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans 611. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 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, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i 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) 14. 6 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 d) Attached garage (top of slab) 14. 3 ft.(m) o e) Lowest elevation of machinery and/orequipment servicing the building (Describe in a Comments area) 13. 8 ft.(m) AC Service o f) Lowest adjacent (finished) grade (LAG) 13. 7 ft.(m) o g) Highest adjacent (finished) grade (HAG) 13. 9 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) iu Ul 00a Esc wM E m Z .Q I/ 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. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Assodates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 NATU _ DATE TELEPHONE A 0-4 0 0 C-4 r_ r ._ 12-20-04 407-788.8808 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/orBldg, No.) OR P.O. ROUTE AND BOX NO. Policy Number 129 VENETIAN BAY CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 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 e 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 6-8with 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: Ifno flood depth number is available, is the top ofthe bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or ZoneAO must sign here. The statements in Sections A, B, Q and E are correct to the best ofmyknowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local offidal 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 ofthis 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 FEMA-issued orcommunity4ssued BFE) or Zone A0. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATEPERMIT ISSUED G6. DATE CERTIFICATE OF ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Herx * 64880ciates 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 SurveyLINEBEARING L I S 89'59'43-W L 2 N 89°59'43-E LOT 86 LOT 85 LI LOT 74 A- GRADING ci 5.500 SO. FT. 0 N COv. v 24.7' PORCH o O 15.3' O 0 O 1979 O YORKSHIRE -A d B- SINGLE FAMILY RESIDENCE VFIN. FL. ELEV'14 6 ccu, LOT 73 01 1Z rTl 0 O Flood Zone determination was performed 46.0 by graphic plotting from Flood hsurance (3 . 12.7 0 Rate Maps provided by FEMA. No field surveying was performed by this Firm to determine Iles Zone. The exact zone location 0canonlybedeterminedbyanelevation 0. study. We assume no responsibility for actual N `^ flooding conditions concerning this parcel. 0 DISTANCE 50.00' 50.00' LOT 84 S Oc O o r- O --I O mn RZ LOT 75 SET NAIL 6 DISK-- 25.00' LB* 4937 0.1' 0.1' N O Cl E :12.1 E- O P.C.P.- N 89'59'4 280.56' P.c.P CIL MONROE VIEW TRAIL REFERENCED BEARING 50' R/W) TRACT F- PR I VATE ROADWAY CIL VENETIAN BAY CIRCLE 50' R/W) TRACT "F " PRIVATE ROADWAY CITY OF SANFORD SETBACKS: Front 25' Rear 20' LEGAL DESCRIPTION- Lot 74. - V E N E T I A N B A Y Side 5' Corner 15' according to the Plot thereof as recorded in Plat Book 63. Minimum Lot Width 50' at pages 84 - 88 of the Public Records of Seminole County, Florida. Note: Bearings shown hereon ore referenced to the CIL of VENETIAN BAY CIRCLE as being S 89'59'43-WFLOODHAZARDDATA: The Parcel shown hereon lies within Flood Zone X according to the Flood Insurance Rate Map Community Panel Number Vertical datum is based on NGVD per Engineering 12 0 2 8 9 0035E. Doted 0 4117195. construction plans by Neal H i l l e r Engineering. Inc. Gt of Sanford. Community Number 120294) Job Number 2001. Genera%Notes: JUL 2 2 20041. This is a BOUNDARY Surveyperformed in the field on Legend . 2. No aerial, surface or subsurface utility installations, underground improvements or ® Temporary Benchmark O/S offset subsuAO.R.B. Official Records Bookace/aerialencroachments, it any, were located. (assumed datum) pB Plat Book 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalkPC Point of Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approved CIL Centerline YPPPCC. Point of Compound Curvature— ConstructionplansprovidedbytheClientunlessotherwisenoted, and are shown d Central or (Delta) AngleCALC CalculatedP.C.P. Permanent Control Point • --• only to depict the proposed or actual difference in elevation relative to the assumed PG. Page CBChordBearingP.R.M. Permanent Reference Monument -• temporaryBenchmarkshownhereon. CD Chord P2 Property Line 5. The parcel shown hereon is subiect to all easements, reservations. restrictions, and C.M. Concrete Monument P.O.B. Point rt yBeginningRights -of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement PublicRecordshasbeenmadebthisoffice. FINAL EL. Elevation (Measured) YP.l. Point of Intersection _ 6. The legal description shown hereon is as furnished by client. FD. Found PRC. Point of Reverse Curvature _ 7. Platted and measured distances and directions are the same unless otherwise noted. Fin.Fl. Elev. Finished Floor Elevation PT. Point of Tangency I.P. Iron Pipe R Radius ' 8. Copies of this Survey maybe made for the original transaction only. I.R. Iron Rod RAD Radial Line Denotes %"iron rod with yellow plas(ir, cap marked L84937 or LS3182, or L Arc Length RES. Residence ironrodwithredplasikcapmasked "Witness Corner", unless otherwise noted. LB Licensed Business 1 ES Right - of -Way ODenotesP.C.P. Permanent cbntrOl oin!' LS. Land Surveyor _. PY _ TBM Temporary Benchmark DenotesPermanentR.e!erence Moiiumeni' Mea Measured TYP. Typical N/D(N8D) Nail and Disk O2004Herx8AssociatesInc. 4Li ; rghfs reserved //--//-- Fence symbol (see drawing) N.R. Not Radial -X—X- Fence symbol (see drawing) Certification: Not valid w!th iut the signature and the criglnal raised seal of a Florida licensed,Surveyor and fdappgr Drown by: CM ThissurveymeetstherequirementsoftheFloridaMinimun; Technical Checked b y : DP StandardsascontainedinChapter61G17-6 Florida Administrative Code. P ro po redFor: MORR I SON DEC 1 3 2004 Job Number: 02 017 02 Plot plan performed: 05-03-04 WilliamA. Herx, P.L.S. Flond Registered Lard Surveyor No. 3182 F ou n d at i o n Survey: 07 - 22 - 04 ..._ Darae L. Przemieniecki, P.S.M. Registered Surveyor and Mapper No. 6030 F i n o 1 Survey : 12 - 10 - 04 William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 Revisions Herx B Associates Inc., State of Florida LB 4937 It I TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z1979B Address 1 VENETIAN BAY Address 2 LOT 74 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSI/TPI 1 Design Loads Roof: 37 PSF Floor: — Wind: 120 MPH ASCE 7-98 o oo Building Ulbo npany ORLANDO TRUSS DIVISION DBA SMYTH LUMBER CO. 2722 APOPKA BLVD. APOPKA, FL 32703 407- 2 9-1522 FAX: 40 2299-9153 Engineer of Record ROBERT MONTH OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer: Seal at ,' 05-May-04' Truss ' gineer: 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 component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: R1 R3 R4 IRS R6 R7 R8 R9 R21 R22 R23 R24 2PLY R25 R26 R27 V1 V2 H1 H2 H3 Ell E2 E3 C1 C2 C3 C4 C5 28 Plus Standard Details Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers ENTRY COLUMN 4 KNEEWAL. m 15' O' FL. HT. 15T --I FLATS HE16HT w 9' 9' LMF55 OTHERWI5E NOTED William M. Ranieri, PE FL Lic. No. 42704 This placement plan shows the designation and relative location of each truss componentandistobeusedincon)unction with the correspondingg truss designs. The Truss Engineer's responsibility relative to this structure consists solely of the design of the individual trusses, truss -to -truss connections and does not include the design of any supporting structural eleml The building design professional has final approval of the truss framing and/or trussplacementplan. The design of the temporary and permanent bracing, the diaphragm system, shear walls and structural elements to resist lateral loads from wind and/or seismic activity Is the responsibility of the building design professional. Additional approval by the buildingdesignprofessionalshallinclude, but not be limited to, design loading, lengths, profiles, pitches and depths. 12.0 4 VIC HOLD TFUSSES W/ F•AIFEP FEELS DAGK I' ON DLOCK 4 I/2ON FFAI.IE WALLS SMYTH UUMDEP G0 F00f TPU55 DN151ON 2722 50UTH AFOFKA ©LVD., AFOFKA, FL-. 32703 407) 2Gq - 1522 FAX ( 407) 2ciq - g153 Engineering Gertificate of Authorizration # a213 NOTEI> 1) IT IS TFE DULPER'S RESFON51VLITY TO VERFYTNSSPLACEI,E-ATPLAN AND UV-,, 5 DESIGIJ DRAWTK5 A6ANST FELD CC1'• DITION5 AW 11111 1 NT@JT. iREFEREIJGE. SEGTON (AZP AIJ A./Tn HI9'5) AFFROVEP: NAkC IFRNTI _ SICilED DATE2) TRi155E5 1&U T NOT DE GUT OF. ALTERED NANYWAYIp1TH01J'r FRIOF AUTHOFIZATUN DY A.IYTH TRUSS C"ANY. 3) TKV55E5 THAT ARE QJT OR ALTEF•ED WITHOUTAUTHOMZA'rat WILL m rrizrA .ED OP. PEPLACED AT CU15TOLU5EXFBJSE. 4) DAGKGHAFOE5 OF ANY UP WLL NOT DE CON50EFf0WITHOUTFFICFFEVEW4NVWRITTEN GONSENT DY 9.11'THTRUSS GCIX4HY. DETAIILS 1) P.EFERTO HD 9 IFECOIAALTDATIONS FOR K4NDL1146, NSTALLATVJ, AI•DTEfXOF. ARY DRAGN61 FEFER TO EW.*FEKED DRAWN65 FOR PERMANENT DRA(N6 FEOLVEP L) ALL TRUSSES MGLLM3 TRUSSES UDDERVALLEYFRAIAf6) AERT DE COIA'LETELY DECKEP OF REFER TO VALLEY TRIJSZ PETALS FOR ALTUNATE DRAGI• I6 rEODI EHFiJTS 3) ALL VALLEYS TO DE COI•NENTIONALLY FRAwpDYDGLPEF. 4) NTEMOP. LOAD DEAF, WALLS ALL RCCF TRUSS HANGERS TO DE W524 OR USF (PANT-SA61 rW26 UFLESS NOTED OTFfP'ME. SIMPSON I USP KANT-SAG 3)• HUS26 OR THD26 HHUS26- 2 OR THD26-2 HHUS28- 2 OR THD28-2 9)- HHUS48 OR TH048 tP - HGUS26-2 OR THDH26-2 HGUS28- 2 OR THOH28-2 @r - HGUS28-3 OR THDH26-3 SUUR210 OR SKH21OUR O - HGUS46 OR THOH48 Q • THA422 OR MSH422 CLJ- THAC422 OR MSH4221F HUC410 OR HD4101F THJA26 OR HJc26 GONIKAGIOV...- MOFFF) ON H0P1111E5 JOD: I1] 7q "DD ADDKE55: Y0RKSHIF,'E L1J/yIi - LlVlylb - 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/240 LIVE AND L/180 TOTAL LOAD. 5X6= IhIS UY1G PKLPAKtU hKUM CUMPUILK INPUT (LUAUS & U1,j1ENSHNS,. SUBMII IEU BY MUSS MFR. 120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 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. l 3X8(B1) sm 1-4-0 is 3X8 (B1) m 1-4-0 ry Lr 20-0-0 _1— 20-0-0 40-0-0 Over 2 Supports R=1561 U=479 W=8" R=1561 U=479 W=8" PLT TYP. Wave TPI-95 R Desi gn Crit: TPI(STD OTY:12 FL 1 R - Scale=.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200. MA DISO N, WI 53719), FOR SAFETY PRA.,T10ES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PRDPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 41/. wlt j`v i t ND 42704y .i =17 7 T C T C BC L L D L DL 20.0 7.0 10.0 c PSFF P S F PSF- R E F R 3 5 2-- 4 0 7 2 S MYTH LUMBER CO. ROOF TRUSSDIV1510N DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125006 2722 S01JTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAx: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING -AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 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 TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER•{/{{ STATE OF • S a R OP' b BC T 0 T. L L L D. 0.0 37.0 P S F P S F S L T- E N G / W MR S E O N - 26241 D U R F AC . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESP O N SI B IL,ITY SOLELY FOR THE TRUSS COMPONENT DESGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER vEfM` May 05 '0 3 SPACING 24. 0" J R E F 1 S 2 I 3 5 2-_Z 0 3 L1J/yt5 - Lly/yt1 - K.5 I n13 unu rRCrHRCU rMUI•I 6UPIVUItK 1INrUI LLUNUJ a ulricn-110) uu Uru IILu ui I-- iun 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 120 MPH WIND, 14.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 5X6= 2. 5X4 % 2. 5 X 4 6 6 5X6 0 5 X 6 A) (A) 9-4-0 5X6= 5X10= 5X6= 3X8 (B1) a 3X8 (B1) = 1-4-0 1-4-0 I 19-0-0 12 ° °1 19-0-0 I 40-0-0 Over 2 Support R=1561 U=480 W=8" R=1561 U=480 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:2 FL 1 R - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 4 0 7 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR.. SUITE 200. MA ISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO L F C,A '•, FPETHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Gv "T T C D L 7.0 P S F DATE 0 5/ 0 5/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. r ND. 42704 ROOF TRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i BC DL 10.0 PSF DRW SLTUSR352 0312500) PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO '* j 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND STATE OF BC LL 0.0 PSF SLT-ENG /WMRAPOPKA, FL. 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN6. L 407-299 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •• O •v TOT . L D . 37.0 P S F S E O N - 2 6 2 3 3CONNECTORSAREMADEOF20GAASTA653GR40GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO • n•...... FAx: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER V jnNA PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING YY 4 D U R . F A C . 1 . 2 5 F R 0 M R HRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATEOFAUTHORF/ATION#9218 COMPONENT"FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '03 SPACING 24.9" '"JREF - 1S2I352_Z03ANSI/TPI 1-1995 SECTION 2. L1y/9[j - 119/Jb - K4) I"13 uwa VKtrAKtu rKuri LuriruItn IiNrui LLVHU3 a Uly;Itn31VIN3„UDIMII Itu DI 1Ku33 mrK. TOP CHORD 2x4 SP #2 120 MPH WIND, 13.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 6.50 FT FROM ROOF.EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X8 (Bl) 5X6= 5X6= 2.5X4 le-2.5X4 5X6% 5X6 6 r 6 9-4-0 5X6= 5X8= 2 5X4 = 5X6= 3X8(B1) 1-4-0 1-4-0 I 17-0-0 _1_ 6-0-0 _1- 17-0-0 _1 40-0-0 Over 2 Supports R=1561 U=483 W=8" R=1561 U=483 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC QTY:2 FL 1 R - Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANOL ING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR IO DR., SUITE 200' MA)SO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO R tIFl (, .••• tti No. 42704 17C T C T C BC L L D L DL 20.0 7. 10.0 Q P S F P S F PSF R E F R 3 5 2-- 4 0 7 4 S MYTH LUMBER CO. fi00FTRUSSDIVISION DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125008 SLT-ENG bJMR2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299-1 522 FAx: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A6S3 GR40 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER SATE OF O R,O s fyam• BC T 0 T LL L D . D.O 37.0 PSF P S F S E O N 26239 D U R F A C 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION iF921E1 DRAWINGS 160 A-Z. THE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESPONSIBILIIY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU [TABILI TY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING I.S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. May 05 '03 SPACING 24.0" JREF 1S2I352_Z03 k LIJ/`Jfb - LIJ/JD - I%J) 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 3X8 (Bl) m 120 MPH WIND, 13.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6Em 2X4111 5X6= 5X6% r 5X6 6 o 6 9-4-0 9XA III qvr= 1XR= RYA= 2X4III 3X8 (B1) 1-4-0 1-4-0 h ry 1 15 0 0 I 10-0-0 I 15-0-0 _I 40-0-0 Over 2 Supports R=1561 U=485 W=8" R=1561 U=485 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC la OTY:2 FL - 1 R - Scale=.1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M. T C L L 20 . 0 P S F R E F R 3 5 2-- 4 0 7 5BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M INSTITUTE, 583 D'0 OFRIO DR., SUITE 200, MADISO N, W1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED J pp FI(••, I/H T C D L 7. 0 P S F DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3 JG`4'' ROOF TRUSS DIVISION "IMPORTANT*" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f N0.4Z%O4 BC DL 10.0 PSF DRW SLTUSR352 03125009 PRODUCTS, 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 j B C L L 0.0 P S F S L T - E N G / W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF 4SPECIFICATIONPUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE .. . ' tV T O T- L D. 3 7 .0 P S F S E Q N - 37411407-299.1522 VVV SCONNECTORSAREMADEOF20GAASTMh653GR40GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O R,O ; FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ••....... PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING. INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AL... D U R . F A C . 1 . 25 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND U 5E OF THIS CERTIFICATE OF AUTHORIZATION #9216 COMPONENT' FOR ANY PAQTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 0 S P A C I N G 2 4. fl " ' R E F - 1 S 2 I 3 5 2_Z 0 3ANSI/TPI 1-1995 SECTION 2. Lly/yJb - Lly/yO - KO) - - TOP CHORD 2x4 SP #k2 BOT CHORD 2x4 SP #k2 WEBS 2x4 SP ##3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X8 (B1) a 1-4-0 H i nip unu rMCrARLv rrcvn 1.urirui cm 1n vi LLwrU, a u I MLV3jUN,). auon3 i i rU Di IRU JJ ]-IF R. 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. 5 X 6 =_ 2X4III 5X6= 5X6 5 X 6 6 r 6 I ILll 9-4-0 9YA III 5X6= ;IyA EV c = 9Y11 m 40- 0-0 Over 2 Support R= 1561 U=488 W=8" 3X8( B1) = 1- 4-0 R= 1561 U=488 W=8" PLT TYP. Wave TPI-95 R Desi gn Crit: TPI STD FLBC OTY:2 FL - 1 R - Scale=.1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITD 7f, 5B3 D'O NOFRIO R. SUITE 200, MAD N, WI 57119), - FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HA YE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO p( FICw •, // r fGV" f 2rNo. 42%04 1 y > n T C T C BC L L D L DL 20. 0 7. 0 10. 0 P P PSF S F S F R E F R 3 5 2-- 4 0 7 6 S MYTH LUMBER CO. ROOFTRUSSDIVISION DATE 0 5/ 0 5/ 0 3 DRW' SLTUSR352 03125010 S L T - E N G / WM R . 2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407. 299-1 522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASAND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 3 ^ J STATE OFiQ` OR B C T O T L L L D . 0.0 37.0 P P S F S F S E O N 37415 DUR FAC. 1.25 FROM RH PROFESSIONAL ENGINEERINGCERTIFICATEOF AUTHORI7A-nON #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 1995 SECTION 2. N r May 05 ' 03 SPACING 24.0" JREF 1S2I352_Z03 LlV/yfb - L17/JO - TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X8 (B1) m 6X6= 120 MPH WIND, 12.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X6= 2.5X4 = 6X6= 2 X 4 ZL2X4 0 6 r— 1 6 9-4-0 5X6= 3X8= 5X6= 5X6= 3X8(B1) ti 1-y I 11-0-0 I 18-0-0 I 11-0-0 _1 40-0-0 Over 2 Supports R=1561 U=489 W=8" R=1561 U=489 W=8" PLT TYP. Wave TPI-95 R D e s i q n Crit: TPI STD FLBC WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIG-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MAD ISO N. MI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUS5 IVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407 299 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP 1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299.91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE . LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORIZATION #9218 COMPONENi'FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI(TPI 1-1995 SECTION 2. 0TY:1 FL - 1 v?ZiFicgr 1 No. 42704 STATE OF i s/ONA E May 05 'U TC L L TC DL BC D L BC LL _ TOT. LD . D U R . F AC SPACING R Scale=.1875" Ft. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R352--4077 DATE 05/05/03 DRW SLTUSR352 03125011 SLT-ENG WMR SEON 37023 1.,25 FROM RH 24..'0" JREF 1S2I352_ZO3 I IV/JU - LIV/ Jb - KO) TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: 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 ni3 UNU rrctrAMtU rKUrI t,unruILM I rU1 LLUAUD a UlrltIN3IU IVD* 3UDrLII ILU oI Inu33 rirm 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X8= 5X6= 2. 5X4 = 5X8= 2 X 4 T2 T3 2X4% 6 r— A) 6 v I I 3X8 ( B1) _ 5X6= 3X8= 5X6= 5X6= 3X8 ( Bl) _ 1- 4-0 i 1- 4-0 I_ 9-0-0 _I_ ° 22-0-0 I_ 9-0-0 1 40- 0-0 Over 2 Supports R= 1561 U=491 W=8" R=1561 U=492 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC QTY:1 FL - 1 R Scale=.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP[ (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO R. SUITE 200. MADISON. WI 53119). FOR SAFETY PRACTICES PR10R i0% PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED}JG ZIF1••, V 7T 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-- 4 0 7 8DATE 0 5/ 0 5/ 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j , 42704 ROOF TRUSS DIVISION IMPORTANT NC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 BC DL 10.0 PSF DRW SLTUSR352 03125012 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, .SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DE51GN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN PAPER AND TAP STATE OF ' S [, BC L L 0.0 P S F S L TSPEC - ENG / W M R S E Q N 37406 407.299-1 522 FAX: 407.299-91 53 CONNECTOR SI AR EPHADESOF020GATA STMMA653ERICAGR40RGALVAN STE EL E%CEPTIASI NO TE D PL YACONNEC TORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O F11 v T 0 T. L D. 3 7 . 0 P S F DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONALENGINEERINGSOLELYFORTRUSSDESIGNSHOWN. THE SUITABILITY AND USE OF THIS D U R . F A C 1.25 FROM R H CERTIFICATE OFAU71-10RF/ATION#9218 RESPONSIBILITY THE COMPONENT COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1.1995 SECTION 2. May 05 '03 SPACING 24.0" JREF 1S2I352_ZO3 L17/7LS - L17/70 I(7J TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 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. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. I n1J unu rRCrARCU rKum uumwui Ctt 1PIrui kLV a U1 IVUlVwJJ Ju 1r 1ICU Di ,M1uUJ nrm 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 3X6 2X4111 7X6= 2X4Ill 3X6= 5X6= 3X8= 6X8= 3X8= 3X8= 6X8= 3X8(B1) 1-4-0 15-g-0 _1 1-4-0 t E —-y I 7-0-0 1 26-0-0 —1_ 7-0-0 _1 40-0-0 Over 3 Supports _1 R=.598 U=195 W=8" R=4075 U=1152 W=8" R=1494 U=448 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC QTY:1 FL 1 - R - Scale=.1875" Ft. WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING• INSTALLING AND REFER TO H[B-91 (HANDLING INSTALLING ANO BRACING), PUBLI SH EO BY TPI (TRUSS PLATE I NSTI TOTE, 583 O'ONO FRIG DR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS O7NERNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR000CTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISON) IONS OF NOS (NATIONAL DESIGN SPEC CONNECT O RSAT I AR EON PMAD ES OFHE20GAT ASTMM A653AGR40R GAL V. STEEL,PA PAS 5E XCEPTATASNOTED. AND TAPPL YAC ON NECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M A i/(-/ tFl ••'•`•, - yp:' t -"{••. 8 lfG ({A ; i ND. 42704 7C S STATE Or - S, t P v OR10,.• sioNa T C T C BC B C TOT. L L D L- DL L L LD. 20. 0 7. 0 10. 0 0. 0 37.. 0 P S F P S F PSF P S F PSF R E F R352, S MYTH LUMBER CO. ROOFTRussDlvlslON 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299-1 522 FAx: 407-299-91 53 DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125013 S L T - E N G / WM R SEQN 37404 D U R F A C . 1.25 FROM R H PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS SPACING SEE ABOVE UREF lS2I352_Z03 CERTIFICATEOFAUTHORI7ATIOFI#9218 AOSI/7EI f1FORANY SECTI0NCULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 Lly/y1S - Lly/yt3 - KCll e' 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 TIC @ 24" OC. IN13 UNU YKtVAN tU YKUM UVIPIYUILN IN YUI (LUAUS h UI;It IN31VN3)j-3U[SPI11I CU OI IKV33 PIr K. 100 MPH WIND SBC or.120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD 5X6= 3X8= 5X6= 3X8= 5X6= 2.5X4 % 2.5X4 6 r— 6 0-8-0 2X4111 +9-4-0 5X6 (R) III 2X4111 5X6 (R) III 5X8= 2X4 III6X12= 3X8(B1) = 6X12= 2X4III 3X8(B1) 1-4-0 1-4-0 11-0-0 18-0-0 11-0-0 19-4-0 20-8-0 40-0-0 Over 2 Supports R=1561 U=671 W=8" R=1561 U=671 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD 1 la 0TY:1 FL 1 - R - Scale =.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER 70 HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D-ONOFRIO DR., SUITE 200, MAD:SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE [NOICATED. TOPCHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT NC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESF ONSIBLE FOR ANY BEFROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NI TH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLEPROVISIONOF ND (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND FA PER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA AST A653 GR40 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO eM IY T',.•1FI .. TT Jt(i IFI •'. r JwTo 1 ND. 42704 S STATE OF1t4TC T C BC B C TOT. L L D L DL L L L D . 20.0 7.0 10.0 0.O 37.0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 4 0 8 0 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299. 7 522 D A T E0 5/ 0 5/ 0 3 DRW SLTUSR352 03125014 S L T- E N G W M RS E O N - 26254 FAX: 407-299-91 53 ON THIS DESIGN. POSITION CONNECTOR$ FEN EACH FACEOFTRUSS. AND UNLESS OTHERWISE WING O R10PJ C D U R F A C . 1 . 2 5 F ROM R L W PROFESSIONAL ENGINEERINGINASTHE SEAL ON 7H IS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESFONSIBILITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AHD USE OF THIS RESPONSIBILITY NN• 24.0" JREF - 1S2I352_ZO3 CERTIFICATE OFAUTHORRJITION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 1995 SECTION 2. M d,Y 05 1SPACING Lly/yD - L17YJO - rccc/ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X8= 2X4111 3X8= 5 X 6 = 3X4= 6X6= 2X4 2X4% 6 r— 1 6 0-8-0 2X4 III 5X8= 6X12T 8X12= 7X8= 5X6- 3X8 (B1) = 2X4 III 2X4 III 3X8 (B1) ti ty° I_ 9-0-0 _1_ 22-0-0 _I_ 9-0-0 _l 12-0-0 7-4-0 1— 20-8-0 40-0-0 Over 2 Supports 'I R=1561 U=676 W=8" R=1561 U=676 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Cr it: TPI STD a OTY:1 FL 1 R - Scale=.1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M M R T c L L 20.0 P S F R E F R 3 5 2-- 4 0 8 1BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO R. SUITE 200, MADISON. XI 63719), FOR SAFETY PRACTICES PRIOR TO _QiiF(',j T C D L 7.0 P S F DATE 0 5/ 0 5/ 0 3PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HdVE PROPERLY ATTACHED -1 [' SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. }ICJ F ROOFTRl15SDiVIS10N **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 ND.427O4 BC DL 10.0 PSF DRW SLTUSR352 03125015PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 71 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN .CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND ! B C L L. O . O P S F S L T - E N G W M RAPOPKA, FL 32703 BRACSPECING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS 1.( NATIONAL DESIGN STATE OF / 407.299-1 522 CONNECT0 SFlATIAREPMADEUBLSOFO20GATASTMMA657AGR40RGALVANSTEELEDPARE%CEPTIASINOTEDND iAfPLYACONNECTORS TO S T O T. L D. 37.0 P S F S E O N - 26251 FAx: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • O R,O', DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING, ..»... PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS `r NAt w D U R . F A C . 1.25 FROM R L W CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a y 05 SPACING 2 4 .`0 J R E F - 1 S 2 I 3 5 2_ Z 0 3ANSI/TPI 1-1995 SECTION 2. I yr vnvnu c— " V, BUT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W8, W9 2.x4 SP #2: HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X8= 2X4 III 3X8= 5X6= 3X6= 2.5X4= 5X8= Ion IN 06(R) III 6X12= L 8X12= 0-9 5X12= 5X6= 2X4 III 3X8 (B1) = 2X4 III 2X4 III v 3X8 (B1) Hrr 7-0-0 26-0-0 7-0-0 12-0-0 7-4-0 20-8-0 40-0-0 Over 2 Supports R=1561 U=681 W=8" R=1561 U=681 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD 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 BRACING). PUBLISHED BY TPI (TRUSS PLATE I MST LIT SBJ D'ONOFR IO OR., SUITE 200, MAOISON, N[ 53719), FOR SAFEiY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COFY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NA.T IDNAL DESIGN SPECIFICATION PUBLISHED BY THE AMER 11: N FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GRAO GALV. STEEL, EXCEPT AS NOTED. APPLY- CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. t F C, '• V1l1G T•. i N0.42704 y: i* 7C 7C STATE OF t S S . A AA •• 0R1O `:,• / Sy•`....„.., - VV {• M 3y 05 ' 03 T C T C BC B C T 0 T L L D L DL L L L D . 20 7.0 10.0 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-- 4 08 2 DATE 0 5/ 0 5/ 0 3 SMYTH LUMBER CO. ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAX: 407-299-9153 PROFESSIONAL ENGINEERING CERTIFICATE OF ALITHORrLATION J19218 DRW SLTUSR352 03125016 S L T - E N G / W M R S E 0 N 26248 D U R . F A C . 1.25 FROM R L W SPACING 24.0 " J RE F 1 S 2 I 3 5 2_Z 0 3 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W6, W10, Wll 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 138 PLF at 0.00 to 138 PLF at 11.00 TC From 54 PLF at 11.00 to 54 PLF at 40.00 BC From 4 PLF at -1.46 to 4 PLF. at 0.00 BC From 54 PLF at 0.00 to 54 PLF at 11.00 BC From 20 PLF at 11.00 to 20 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 41.46 BC 191 LB Conc. Load at 5.00 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.61" DUE TO LIVE LOAD AND 0.53" DUE TO DEAD LOAD AT X = 19-5-12. P NAILING SCHEDULE: (12d_box_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 6X6= 3X6= 2 X4 111 3X8= 5X6= 3X6= 2.5X4= 2.5X4= 5X6= bib UP9 2X4III 7X8= 8X12= 4 L T 8X12= W115X10= 2.5X4= 6X8= 2X4III 3X8(B1) = 2X4III 2X4111 3X6(A1) 1 1-4-0 1-4-0r ry 5-0-0 30-0-0 5-0-0 12-0-0 7-4-0 20-8-0 40-0-0 Over 2 Supports R=2780 U=808 W=8" R=1680 U=652 W=8" WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HiB_91 ,(HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200; MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACHEDSMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION _1MP RTANT^ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP I; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-299.1 522 SPECFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299.91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 100 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AVrHORrZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. 9-4-0 OTY:1 V?iiFiC i No.42704 i Qj,1 5TATE OFVS;p` 7 s R .•ci NA1"` FL 1 - R - TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOTAD. 37.0 PSF Scale REF R352--4083 DATE 05/05/03 DRW sLTusR352 03125017 SILT-ENG /WMR SEQN - 37448 DUR . FAC . 1.25 FROM RLW May 05 '0 0 LIJ/yIB - Lly/y13 - KCO TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1 HIP SUPPORTS 4-11-1 JACKS AT LEFT END AND 5-0-0 JACKS AT RIGHT END. JACKS HAVE NO WEBS. 0-4-10 y 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 2X4111 5X6= 6r— [" ri 9-4-0 2X4III 5X8;= 2X4III 3X6(131) 3X6(Al) = I 4-11-0 I 11-0-0 I 5-0-0 I 20-11-0 Over 2 Supports _I R=1206 U=442 W=3" R=1292 U=498 W=8" PLT TYP. Wave TPI-95 R D e s i q n Crit: TPI STD FLBC QTY:1 FL 1 - R - Scale=.3125" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, HADISOI' XI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE [ND ICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED lp`v- STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOTBE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO w pZIFIC4 FT j NQ, 42704 y: 17C 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-- 4 0 8 4 DATE 0 5/ 0 5/ 0 3 SMYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 03125018 SLT ENG WMR272POPKA, APOPKABLVD. FL 32703 407-299-i 522 FAA: 407.299.91 53 APPLICABLE PROHANDLING. AND CONFORMSOWITHFABRICATING, BRACDINGHOFTRUSSESTRUSSES`N CONFORMANCE DESIGNWITHVIS10NSSOFPNDSG(NATIONALIBESIGN SFECIF[ CATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER QNG STATEOF •sue Vim 0 R O.•'•• v pr" t BC T 0 T LL L D . 0. 0 37. 0 PSF P S F S E Q N 37482 D U R F A C . 1.25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #921(3 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 7-1995 SECTION 2. YY/ MMi 44May 05 ' 0 3 SPACING S E E A B O V E J R E.F 1 S 2 I 3 5 2_Z 0 3 419/9b - /19/9JB - KZb IHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6TZE3 120 MPH WIND, 16.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 6 j6 15-0-0 2 X 4 III 2X4(A1) 2X4(A1) L<1-4-0-0-J Q-0-1-4-0>J L— 4-4-0 _1_ 4-4-0 I 8-8-0 Over 2 Supports Do I R=402 U=325 14=3.5" R=402 U=325 W=3.5" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 19 61 a OTY:4 FL 1 R Scale WARNING** TRUSSES. REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND Tl. L LBRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, NI $3719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO, TOP CH0R0 SHALL HAVE PROPERLY ATTACHED a p F i,4 T C D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 4 0 8 5 DATE 0 5/ 0 5/ 0 3SMYTH .LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'* F3 GN(T % ,p DRW SLTUSR352 03125019ROOFTRUSSDIVISIONFURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED PRODUCTS, f NO. 42704i pBC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NI TH TP 1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND r APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN t, STATE OF BC L L 0.0 P S F S L T - E N G / W M R 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t ti FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653.GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO T O T L D . 3 7.0 P S F S E O N 37382 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1- THE SEAL ON THIS DRAWING 1 PROFESSIONAL ENGINEERING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF THIS VsioNA. D U R F A C . 1.25 FROM R H CERTIFICATE OF AUTHORIZATION #9216 COMPONENT FOR ANY PRRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 JREFANSI/TPI 1-1995 SECTION 2. SPACING 24:'0" 1S2I352 Z03 71Q70R - 71Q7QR - R97) THIS DWG PRFPARFn FROM COMPUTER INPUT (LOADS & DLMENSIONSL SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 5X4= 5X4= LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 10.13 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 8.67 BC From 4 PLF at 8.67 to 4 PLF at 10.13 TC 53 LB Conc. Load at 3.06, 5.60 TC 47 LB Conc. Load at 4.40 BC 11 LB Conc. Load at 3.00 BC 23 LB Conc. Load at 3.06, 4.40, 5.60 BC 9 LB Conc. Load at 5.67 6 F_ 76 15-0-0 2X4 III 2X4 III 2X4 (A1) = 2X4 (A1) 4-O>Jl Q-0-1-4-0>J I_ 3-0-0 _I. 2-8-0 _1_ 3-0-0 _1 8-8-0 Over 2 Supports R=501 U=219 W=3.5" R-503 U=227 W=3.5" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FL13C OTY:1 FL 1 R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR IO DR., SUITE 200. MAD SON, NI 53719). FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 'INDICATED, TOP CHORD SNALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT NC FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEYIAT ION FROM THIS DESIGN: ANY FAILURE TO Ale;" (,4`•. v y g lGV 2 r NO.427041: f166 TC TC BC L L - D L DL 20. 7.0 10.0 0 P PSF PSF S F F R E F R 3 5 2 S MYTH LUMBER CO. ROOF TRUSS IYISION DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125020 S L T - E N G / W M R2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-29991 53 - BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NO TEO. - APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER STATE OF 0 R10p'f Ve .... V iONAL B C T O T L L L D . 0. 37. 0 P 0 P S F S F S E O N - 37391 D U R F A C . 1 2 5 FROM R N PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORfLTION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESFONSIB IL ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TABILI7Y AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION Z. May 05 '03 SPACING 24.0" JREF - 1S2I352_ZO3 Cly/y[S - Lly/Jb - V1 i Hell o nTMCAICTn,JCT Ciao MTTTCn RV Toncc MCO TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 6 F— 3X4= 2X4(D1) = 6 2X4 (D1) 16-6-3 2-0-0 2-0-0 4-0-0 4-0-0 Over Continuous Su ort R=74 PLF U=45 PLF W=4-0-0 120 MPH WIND, 17.16 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. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:l FL 1 R - Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MAD ISO N. WI 53719), FOR SAFETY FRACTICES PR TOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO M. Ai IF(• f'tyR "''Yir'. G F N0. 704 T C L L T C D L BC DL 20.0 7 10.0 0 P S F P S F PSF R E F R 3 5 2-- 4 0 8 7 DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 03125021 S L T - E N G / W M R2722SOUTHAPOPKABLVD. APOPKA. FL 32703 407 299.1 522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SNIFFING, INSTALLING AND BRACNG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINEI CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO t STATE OF ;tom Sri( P'r L IVVVOR,rs.•I BC L L T 0 T . L D . 0.0 3 7 0 P S F P.S F S E 0 N 37427 FAx: 407-299-9153 PROFESSIONAL ENGINEERING EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPO N S181 LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS rPoNALE D U R . F A C . 1.2 5 SPACING 24 0 J R E F 1 S 2 I 3 5 2_Z 0 3CERTIFICATEOFAUTHORIZATION #9216 COMPONENT FOR ANY PRRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. May 05 LIy/V0 - Ve THIS DWG PREPARED FROM COMPUTER INPUT (LOAD& & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 5X4T= 6 16 2-0-0 2X4(D1) = 2X4(Dl) 2 X 4 III 14-0-0 _14-0-0 _1 8-0-0 Over Continuous Support R=74 PLF U=27 PLF W=8-0-0 15-6-3 120 MPH WIND, 16.66 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. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 6.10 u 0TY:1 FL 1 - R - Scale WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONO FRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOR 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 TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDCATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY IFORTHETRUSSCOMPONENTDESGN SHOWN. THE SUITABILITY AND U 5 E OF THIS COMPONENTANSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M A P ,,;,•'4S7 S F`•• ay ( P 'Qj•':F a No.42704F :e 0 % STATE OF 9 • O R.•A•, 0I': ••• s- Cs'~'••••••'' IVA1.N Dec 08 ' 0 3 T C T C BC BC TOT L L D L DL LL LID. 20. 0 7. 0 10. 0 0. 0 37. 0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 58612 S MYTHLUMBER CO. ROOFTRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299. 1 522 FAX: 407- 299-91 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #92161 DATE 1 2 / 0 8 / 0 3 DRW SLTUSR352 03342007 SLT-ENG WMR S E 0 N- 37425 D U R F A C 1 2 5 SPACING 24. 0" JREF- 1S8J352_Z04 G19/9d - H1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 0-4-3 P 7- IE 9-10-1 Over 3 Support R=407 U=322 W=11.314" 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. HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. R=162 U=192 12-10-3 3-9-14 3-9-14 9-4-0 R=391 U=198 PLT TYP. Wave TPI R. Design Crit: TPI-1995 STD FLBC 19.633 a OTY:2 FL 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO s_ P • P F(`aq••• A r• NO. as%On n R TIC T C BC L L D L DL 20.0 7. 10.0 0 P SF P S F PSF R E F R 3 5 2-- 58613 S MYTH LUMBER CO. fi00F TRUSS DIVISION DATE 1 2/ D B/ 0 3 DRW SLTUSR352 033A2008 2722APOPPKA. FLOPKA32703 VD 407-299-1522 FAX: 407-299-91 53 BRACBUILDINGHOFTRUSSESTRUSSES! NCOTHOISI1DESIGNANCE WITH CONFORMSOWITHFABRICATING, APPLICABLE PROVVISIONSSHIPPING. NATIONALINSTALLING DESIGN SPECIFICATION PUBLISHEDBY THE AMER51CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECT FACESOFARE TRUSS, AND2UNLESSTOTHERWISEaLOCATED 0NETHISEXCEPT EACHDESIGN, POSITDION CONNECTORSAPPLY CONNECTORS TO STATE OF Q O ••'C OR1 s• HA1. B C TOT L L L D . 0. 3 7 0 0 P S F PSF C S L T- E N G / W M R S EON 32968 OU R F A C . 1.25 FROM R H PROFESSIONAL ENGINEERING CERTIFICATE OF AUTIIOR17ATION #9218DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONE14TANY SE CTIONCZLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec 08 '03 SPACING SEE'ABOVE JREF- 1S8J352_Z04 Lly/JIS - Lly/yL5 - PILJ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 4-11-8 SETBACK JACKS WITH NO WEBS. 0-4-3 L< i-10-10 7-0-14 7-0-2 Over 3 Supports R=261 U=180 W=10.567" Nl J, UWb NKtFAKtU 1-KUM L,UMf UItK 1NPU1 (LUAU) & UJMtNJ1UNJ) JUt3M111tU tlY IKUJJ Mh K. 120 MPH WIND, 20.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 21-4-1 R=181 U=180 2-9-14 14 R=76 U=180 PLT TYP. Wave.TPI-95 R Design Crit: TPI STD FLBC QTY:3 FL - 1 - R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INAND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO DR.. SUITE 200, MADISON, MI 53719), FOR SAFETY PRACTICES PRIOR TO F ERFORMING THESE FUNCTIONS. UNLESS OTHER RISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR-. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO M R p' IFI (+• / lri :% : w v 41;`• l. lT rrr777fNo. i2%04 T C 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-- 4 0 9 0 S MYTH LUMBER CO. ROOFTRuSSDIVISION D AT E 0 5 D 5 0 3 DRW SLTUSR352 03125024 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299-1 522 - FAX: 407-299.91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 CAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER j LSTATEOFQ 4y QR10,,.•• C'-f vVNM` BC T Q T L L L. D . 0. 0 37. 0 P S F P S F S L T - E N G / W M R S E O N 37433 D U R F A C 1.25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANSIONENT1FORANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '0 3 SPACING S E E A B O V E J R E F 1 S 2 13 5 2 Z 0 3 nrurnicrnuc CIIOMrTTrn QV TDIICC M[R L19/m - Lly/'jB - n3 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 2-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 1-1-0 CANT ONE FACE, 1-1-0 CANT OPPOSITE FACE. 4.24 r— +1 —6-3' R=7 U=180 0-4-3 1-9-14 0 R=95 U=180 2X4 (Al LE 1-10-10 >'C1-5-11>j--2-9-4---->j 4-2-3 Over 3 Supports— R=335 U=241 W=4.95" 120 MPH WIND, 15.74 FT MEAN HGT, ASCE 7-98, CLOSEO.BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 19 a OTY:2 FL 1 - - R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IYI R T C L L 20.0 P S F R E F R 3 5 2-- 4 0 9 1 DATE 0 5/ 0 5/ 0 3INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED FRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTOR S TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ZIFIC,q''• FiG N0.42704 1 : STATE 1- S I / Q"l tt`-- y R1•••• v S AIA1.l1 T C D BC DL B C L T O T . L L L D . 7.0 10.0 0.0 3 7 0 P S F PSF P S F P S F SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-i 522 FAX: 407-299-91 53 PROFESSIONAL ENGINEERING DRW SLTUSR352 03125025 S L T -E N G / W M R S E O N - 37389 D U R . F A C . 1.25 FROM R H SPACING S E E• A B O V E J R E F - 1 S 2 1 3 5 2_Z 0 3CERTIFICATEOFAUTHORIZATION59218COMPONERTFORANYPhRTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. M a y 05 ci77yn - ciy7yls - tip IMiJ UWU NKtNAKtU tKUM LUMF'UILK IINFU1 (LUAU) 6 U4MtNJ1UI1J/ JUbMltltU by IKUJJ MtK, TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. L<1-4-O-11E 7-0-12 i7-0-0 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/240 LIVE AND L/180 TOTAL LOAD. 1 -10-4 R=163 U=180 3-10-3 0 R=73 U=180 PLT TYP. Wave TPI-95 R Desi gn Crit: TPI STD FLBC 1-a OTY:14 FL 1 - R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE g TC LL 20. 0 PSF REF R352--4092 INSTITUTE.583 O'ONOFRIO DR., SUITE 200, MADISO N, NI 53719), FOR SAFETY PRACTICES PR [OR TOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED F1CA '• T C D L 7. 0 P S F DATE 0 5/ 0 5/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V . v ROOF TRUSS DIVISION *IMPORTANTNC. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 No.42704 BC DL 10.0 PSF DRW SLTUSR352 0312502.6PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE' TO 12722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND 7C j B C L-L 0.0 P S F S L T - E N G W M RAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE i • a07-zss-1522A653GR4 TOT.LD. 37.0 PSF SEON - 37417FAx: 407-299.91 53 CONNECTORS ARE MADE OF 2UNL ASTM OTHERWISESEL GALE. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ..... f_` EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER r, r PROFESSIONAL ENGINEERING DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INOICATES ACCEPTANCE Of PROF ESSIONAL ENGINEERING `y//D U R . F A C . 1 . 2 5 FROM R HRESPONSIBILITYSOLELYFORTHETRUSSCOMFONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORr1ATTON #9218 ONENT1FOR1995ANYSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Ma y 05 SPACINGACING 2 4. 0" J R E F - 1 S 2 1 3 5 2 7 0 3ANSI IIVIVi - Lly/Jb - LC INIZI UWU VKtl'AKtU YKUPT UUMFUItK 11VrUl (LUAU3 h uimt:I4J1UIVJJ JU6P11I ICU 01 IKUJJ "HK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 11-10-4 R=108 U=180 2-10-3 0 R=48 U=180 ZX4(Al) L<1 -4 -0-11--- 5-0-12 5-0-0 Over 3 Supports R=295 U=181 W=8" 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. I PLT TYP. Wave TPI-95 R Desi gn Crit: TPI STD FLBC OTY:11 FL 1 R Scale 37511 Ft. WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRID DR., SUITE 200. MAD ISO N, NI 60719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PACER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER eie,_ T FI Cw'• 7r'. f N0.42704 3S :* 5TATE OF O RID,.• s/AL T C T C BC .DL B C T 0 T. L L D L L L L D. 20.0 7.0 10.0 D. 37.0 D P S F P S F PSF PSFF P S F R E F R 3 5 2-- 4 0 9 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299.1 522 FAX: 407-299-91 53- DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125027 S L T- E N G WM R S E O N 37435 D U R F A C . 1 .25 FROM R H PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ON SPACING 77 24.'0" JREF 1S21352_ZO3 CERTIFICATEOFAUTHORIZATION#9218 NSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPIT1FOOR ANY May 05 'O,j c1N7yb - cly/yD - r.s.. - TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 1T6-4 R-47 U=180 1-1I0-3 0 i R=23 U=180 L<1-4-011, 3-0-12-->j 3-0-0 Over 3 Supports R=234 U=180 W=3.5" I — - — rn[rHn[v —rI --l—[n 1it kl—1 —`l of 1117 1 o—,,- 120 MPH WIND, 15.73 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. PLT TYP. Wave TPI-95 R Design Crit: TPI STD ELBC 0TY:3 FL 1 - R - Scale =.375" Ft. WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION,. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO OR., SUITE 200. MADISON, W1 53719). FOR SAf ETV PR ACTiCES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ViF(,T',I•% lG t N0. 4.1704 7C T C T C BC L L D L DL 20.0 7.0 10.0 P S F c- PSFF PSF R E F R 3 5 2-- 4 0 9 4 SMYTH LUMBER CO. ROOFTRUSSDIYISION DATE 0 5/ 0 5/ 0 3 DRW SLTUSR.352 03125028 J L T - S E N G / bJM R2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299 i 522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN fOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL Y. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO t• rSTATEOF QS (. P J 0 R .... BC TOT L L L D . 0.0 37.0 P S F P S F S E O N 37379 FAX: 407.299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER a D U R F A C . 1.25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS ORANING INDICATES ACCEPTANCE OF PROFESSIONAL ENG[NEERINf. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING. DESIGNER, PER ANSIiTPI 1-1995 SECTION 2. May 05 '03 SPACING 24.0" JREF 1S2I352_Z03 L1y/y0 - Lly/'JD - 1,1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 11-10-4 R=108 U=180 2-10-3 0 R=48 U=180 ZX4(Al) L<1-4-011-- 5-0-12 5-0-0 Over 3 Supports R=295 U=219 W=8" IN I,) UWU i'KCYAKtU rKUI"I I,UMF'UILK INPUT (LUAU) & UII-It IVJIUINJJ JUISMII ILU L5T IKUJJ PIr K. 120 MPH WIND, 10.56 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/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC QTY:4 FL 1 R - Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'ONOFRIO R. SUITE 200, MADISO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CNOR D SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN -TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO QA _ Q' tlFic •••. 1 l- ' Q.••t G f NO. 42704 o* T C T C BC L L D L DL 2 0. 7. 0 10. 0 0 P S F PSF PSF R E F R 3 5 2-- 4 0 9 5 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125029 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE NITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN R STATE OF r B C L L 0.0 P S F S L T- E N G W M R 407- 299-1 522 FAX: 407-299-9153 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OP 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CO NNECTORS.TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER V R s!~•"••" T TOTL D . 37 0 P S F S E O N 36911 D U R F A C . 1 .25 FROM R H PROFESSIONAL ENGINEERINGCERTIFICATEOF ALRHORRATIDN #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU ABILITY ANO USE OF THIS ANSI/NPIT1F/995NSECTi0NC2LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER U/DNaLEPP__ M a y 0 5 ' 0 3 S PA C I N G 2 4 0 J R E F 1 S 2 1 3 5 2_ Z 0 3 IIVIvs - 4iylyS - l,C) IM1J UWV FKtFAKtU t-KUPI L.UMFUItK 1NFU1 (LVAUJ 5 UINNtNJ1UNJr JUMM1IItU MY IHUJJ MI-H. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1T10-4 R-47 U=180 1-1I0-3 g ra-0 R=23 U=180 Lc1-4-011-1--3-0-12 3-0-0 Over 3 Supports 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. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:9 FL 1 - R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'O NOFRIO OR., SUITE 200, MADISO N, NI 53719). FOR SAFETY PRACTICES PRIORIOR TO'FICw•.vl PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY 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 NDS (NATIONAL DESIGN M A7ryw T.'[' fG It No. 42704 1: 1 17C7[ 7C STATE OF T C T C BC p /• B L L_ D L DL L L 2 0. 7. 10.0 O 0 0 O P S F P S F PSF P S F R E F R 3 5 2-- 4 0 96. SMYTH LUMBER CO. ROOF TRUSS DIV1510N 2722 Sou'rH APOPKA BLVD. APOPKA,FL 32703 DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125030 S L T - E N G W M R 40407.2 1 922 FAX: 407.299-9153 SPEC FI ATCONNECTORS[AREON FMADESHE OFD20GATASTMMA653AGR40RGALV. STEEL, EXCEPT[ASINOTED. TAPPLYALPINE CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER l2 j• v A•`• R,`•• TOT L D . 37. 0 P S F S E O N 37437 D U R F A C . 1 . 2 5 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OFAETHORRATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING.INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANSIONENT1FO995NSECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 l U.j SPACING 24. D" J R E F 1 S 2 I 3 5 2 Z 0 3 tii/ib - tilili 1 - L,3 H1J UWU fKtF'AKtU PKUM UUMKUILR 1NFUI (LUAU) & U1-MtNJIUNJ) JU8M111tU HY IKU,b MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.56 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. 6 j— 0- 4 U lII0 9-4-0 R=- U=180 2X4(A1) L<1-4-0 1-0-12 1-0-0 Over Supports R=247 U=280 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC TY:13 FL 1 - R - Scale =.375" Ft. WARNING"* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I NSiITU TE, 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO P ERFORINING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, i0F CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO F C.q'• rG T; ,1 1 No. 4.1704 i Y T C T C 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-- 4 0 97 SMYTH LUMBER CO. ROOF TRUSS DIVISIONROOFkBC DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125031 2722 SOUTH APOPKA BLVD. 7-299 32703 407-299-I522 4O7.299.91 53 8UIL0 THE TRUSSESIN CONFORMANCEWITH TP1; OR FABRICATING. HANDLING. SHIPPING,INSTALLINGANDBRACINGOFTRUSSES. THIS DESIGNCONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIF[CAifON PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TFI. ALPINE CONNECTORS ARE MADEOF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO`••......• EACH FACE OF TRUSS. AND UNLESSOTHERWISE LOCATED ONTHISDESIGN. POSITION CONNECTORSPER TATE OF ;amsOp10l-,. FAX: t BC T0T LL L D . 0.0 37.0 PSF PSF SLT-ENG WMRAP4SEON37439 D U R F A C . 1.25 FROM R HENGINEERING CERTIFICATEOFAUTHORF/ATON#9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERNG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABiLITY AND USE OF THIS COMPNSI/TPONENJF01996NY PC RTDNCZLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 6PROFESSIONAL May 05 '03 SPACING 24 0" JREF 1S2I352_Z03 i IV/9b - L19/9t5 - U4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 61— 2X4(A1) L<-- 3 - 0 - 1 2-->j 3-0-0 Over 3 SuppoErts R=123 U=180 W=3.937" 1 = 7 4 R-70 U=180 1-1I0-3 9 4.- 0 R=30 U=180 120 MPH WIND, 10.43 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. Nei tyv. wave iP1-y5 R Des! gn Cr1t: IP1 SIU FLBC a OTY:l FL 1 - - R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICAIED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING 1MPORTANi" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN SPECIFICATION FUBLI SHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND iP I. ALPINE TOEACHCONNEFACECTSOFRTRUSS. ANDEMADEOF2UNLESSOG7OTHERWISEaLOCATEDONAL ETHISEXCEPT AS NOT 0. A PL CO NDESIGN, POSITION CONNECTORSPER e M MAN s]J:.•;tfFIC . VVY(>L , f 1i No.42704 :1 1 7CSSTATE OF tQ 1 A V R, 0 `:.f T C T C p BC BCTOT L L D L DL LL L D. 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 4 0 9 8 S MYTH LUMBERCO. ROOFTRUSS D1Y1910N 2722 SOUTH APOPKA BLvD. APOPKA,FL 32703 522 FAx o407. 919-911 53 DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125032 SLT-ENG WMR S E O N 37421 D U R F A C . 1.25 FROM R L W PROFESSIONAL ENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS s NAi.E' CERTIFICATE OF AUTHORRATION 99218 COMPNSI/TPIONENTANSECTRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a'y 0 5 SPACING 24. 0" J R E F 1 S 2 I 3 5 2 70 3 L11)lvb - zivlv5 - u!) I H1J UWU 1'KLYAKLU 1-KUM UUMPUILN 1NFUI (LUAU) 5 UIML IN J 1V INJ) JUUMIIItU UT IKUJJ I-Ir K. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6 F- 2X4(A1) 1-0-12 1-0-0 0ve upports R=52 U=180 W=8" U=180 4 F=7 9180 0 120 MPH WIND, 9.93 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 Crit: TPI STD FLBC 0TY:1 FL - 1 - R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INAND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 58J O'ONOFRIO DR.. SUITE 200. MADISON, NI 53119). fOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 10P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY 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 NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND IN. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER M M R A7/y IF(: -/ f! I N0.42]D4 1 77CCS STATE OF 1 VVV O R Q f._• VV p •'•••..•••• S,YNA` T C T C BC BC T 0 T L L D L DL L L L D . 20. 0 7 10. 0 0. 37 0 0 0 P S F P S F PSF c PSFFP S F R E F R 3 5 2-- 4 0 9 9 SMYTH LUMBER CO. ROOF TRUSSDIYISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299.1522 FAX: 407-299-9153 DATE 0 5 / 0 5 / 0 3 DRW SUTUSR352 03125033 S L T- E N G / W M R S E 0 N 37486 D U R F A C . 1 . 2 5 FROM R H PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHIORI7A-TION #9218 ANSI/TPIT1FOOR ANY SECTIONCULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 05 SPACING 2 4` 0" J R E F 1 S 2 I 3 5 2_Z 0 3 ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 "L" BRACE •' GROUP A GROUP B GROUP 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" a C 8' 6" 10' I1" 11' 3" 13' 1" 13' 5" U S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" B' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" Z H F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" w STANDARD 3' 3' 4' 2' 4' 2' 5' 6" 5' 6" 7' S" 7' S" 8' 7" B' 7" 11' 8" 11' B" 1 3' 9" 5' 11 6' 4" 7' 0" 7' 6" 8' 4" 8' 11 10' 11" 11' 10" 13' 1" 14' 0" s P 2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11 10' 11" 11' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" d DFL STUD 3' 6" 4' 11 4' 11" 6' 6" 6' 6" 8' 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' 11" 11' 11" r - C 1 2 3' 11 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" s P F 3 3' 10" 6' 0" 6' 0" 7' ll" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" HF STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" B' 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" 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" ARD 3' 11" 5' 3" 5' 3" 6' 11 6' 119' 3 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 2 4' 4"7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0SPFE42" 611" 611 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" HFD 42" 611" 611 8' 9" B., 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" ARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' 8" 7' 5" 8' 0" 8'. 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" S P 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10 6" 1 11' 4" 13' 10" 14' O" 14' 0" 14' 0" CQ 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' L 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" D F L STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 1 10' 6" 1 11' 0" 13' 10" 14' 0" 14' 0" 1 14' 0" STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 1 8- 0" 1 10' 6" 1 10' 9" 12- 5" 12' 5" 14' 0" 1 14' 0" snal ABOUT, 2X4 N2N OR BETTER DIAGONAL BRACE OPTION: T VERTICAL LENGTH MAY BE I DOUBLEDWHENDIAGONAL11BBRACE ISUSED. CONNECT L,• L + DIAGONAL BRACE FOR 870N BRACE AT EACH END. MAX WEB L## TOTAL LENGTH IS 14'. 2X4 SP OR DF-L ,y2, T OR BETTER DIAGONAL I VERTICAL LENGTH SHOWN BRACE; SINGLE OR IN TABLE ABOVE. DOUBLE CUT L 1 AS SHOWN) AT 1pi ]PI In] In IF11 L UPPER END. ONTINUOUS B CONNECT DIAGONAL AT MIDPOINT OF VERTICAL WEB. REFER TO CHART ABOVE FOR BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FUR HEM - FIR 1 Z #2 STANDARD 1 #2 1 STUD 3 STUD 3 STANDARD DOUGLAS FIR - LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM -FIR 1 k BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH t 1 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/ 240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TIC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOBERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH IOd NAILS. k FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. IN I8" END ZONES AND 4" O.C. BETWEEN ZONES. k FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0", BUT 2X4 LESS THAN 11' 6" GREATER THAN11' 6" 2.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAR, SPLICE, AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A10030E WARNING-' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIR- 91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF A3CE7-98-GAB12030 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONDFRIO DR., SUITE 200, MADISON, Wl. 53719) FOR SPRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD A 4AFETY NOZ7O4 DATE 09/IC/C1 SMYTHLUMBERCO. SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRWG A12030EC0901 IMPORTANT-- FURNISH A COPY OF THIS DESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALLNOTBERESPONSIBLEFORANYDEVIATIONFROMTHISDESIGN; ANY FAILURE T BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, OF 2722SOUTH AFDPKABLVD. HANDLING. SHIPPING, INSTALLING AND BRACINGOFTRUSSES. DESIGN CONFORMS WITH A•:, .STATE ENG APOPKA, FL 32703 407-299-1522 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 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 i '.; c P.:e i TOT. LD. 60 PSF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISELOCATEDONTHISDESIGN, POSITION CONNECTORS PER O R 1 i n _`c. DRAWINGS 160 A-Z, THESEALON THISDRAVINGINDICATESACCEPTANCEOFPROFESSIONALjVPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE - ANY PARTICULARPBUILDINGTHE lNv` MAX.- SPACING 24.0 CERTIFICATE AUTHORIZATION RESPOSUITABILITY IS IIBILITYDOFS THE: BUILDI Nl01 DESIGNER, GNEROPER ANS 95SECTION211Jj II,h,,,,I,,.p.1:•- GABLE DETAIL SYM. ABOUT FOR LET -IN VERTICALSJ VERTICAL LENGTH RIGID SHEATHING T REINFO MEAfl GA TR GABLE VERTICAL PLATE SIZES O REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. t IF CABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2* 2X4 2X8 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP' LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2X4 2X8 GREATER THAN 11' fi" 2.5X4 2.5X8 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: IOd COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD, ASCE 7-93 CABLE DETAIL DRAWINGS A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 A31030EN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015EC0901, A12015EC0901, A11015EC0901, A10015EC0901, A08515EC0901 A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, 510015EN0699, 509015EN0699, 508015EN0699, 507015EN0699 S11030EN0699, 510030EN0699, 509030EN0699, S08030EN0699. 507030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2xs `T" REINFORCING MEMBER 2X4 `T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (I) 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED AND hiRH T" RE[NF. MHR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 z 10 7. 2x6 40 7. 50 7. 110 MPH 30 FT 2x4 10 7. LO 7. 2x6 50 7. 50 7. 100 MPH 15 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 0 7. 10 7. 2x6 40 7. 40 7. 90 MPH 15 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 90 MPH 30 FT 2x4 10 7. 30 7. 2x6 30 7. 50 7. 80 MPH 15 FT 2x4 IO 7. 20 7. 2x6 10 7. 30 7. BO MPH 30 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 70 MPH 15 FT 2x4 0 7. 20 7. 2x6 0 % 20 7. 70 MPH 30 FT 2x4 10 % 20 7. 2x6 10 7. 30 7. EXAh(PLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP p3 T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.1.0 x 6' 7" = 7' 3" FOR N0.42704 N PLACES DRAWINGS GAB98117 876,719 & HC26294035 WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, ST BRACING. EFETO HD'ONOFRIDNDR N REF LET -IN VERT BYINSTITUTER583SUITET2001MADISON,RW WI. 53719U VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 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) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 120 MPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED-BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 1 4-0-0 MAXI 12 12 biAX.(— yY2X4 IV2X4 W2X4 f--8-0-0 MAX -I 12 12 AIAX. (— W4X W1X3 6-0-0 yY1X3 yVIX3 W1X3 bL4X SPACING) W2X4 16-0-0 MAX W1X3 12 12 i,1A)C.I— yY4X4 W1X3 W1X3 6-0-0 flWVlX3W1X3MAXSPACING) W2X4W1X3W5X4/SPL UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80% 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. NAILS W2X4 W4X4 OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL COMMON RUSSES PARTIAL FRAMING 20-0-0 MAX (++) "1p;u111+iillll AT 2 OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. q/y rrrrryrp," THIS DRAINING REPLACES DRAWING A105 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED J / V• %,•• / G TC LL 30 30 40PSF REF VALLEY DETAILBYTPI (TRUSS PLATE INSTITUTE, 563 D'ONOMO R., SUITE 200, MADI.SON, WI. 53719) FOR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DL 20 15 7 PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALESMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. No. 42704 C IMPORTANT;. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIREROOFTRUSSDIVISIONENGINEEREDPRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = C DL 10 10 10 PSF DRWG VALTRUSS0699 ENG biLH/ICAR2722SOUTHAPOPIuBLVD. DESIGN; ANY FAILURE _TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, IBC LL O O 0 PSFHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPOPI(A, FL 32703 APPLICABLE PROVISIONS OF 14DS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE % 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GaS O ••. STATE OF Q OT. LD. 60 57 PSF55 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAX: d07-2999153 TRUSS AND,. UNLESS THERWISE LOCATED DN THIS DESIGN, POSITION CONNECTORS PER 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE O 'c O 1O Q•.•••\ DRAWINGS OF PROFESSIONALPROFESSIONALENGINEERING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CEPTIFICATE OF AU' THORIUT10N a921B Un-( a C`•'1 \\ rrr°"'.. sNDU.R.FAC. 1.25/1.33 1.15 1.15 RESPONSIBILITY OF THE BUILDING G DESIGNER,OPERNANSI//-TPI 1`1995USECCTIONI 2.THE II /JI••..\``\`\\\ SPACING 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" OC NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR IX4 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) I- --(A) C) ( B 3) 16d BOX NAILS 4'0' TYP. I (B) L (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 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACNG), PUBLISHED BY TP'l (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MA ISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. aIMPORTANTaa FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 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 OFF,vc: 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 PROFESSIONALPROFESSIONALENGINEERIN. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OFAUTHORIZATION #92184 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 3) 16d BOX NAILS, TOE —NAILED PARTIAL FRAMING PLAN UIV11V1UIN Al G4 uu 3) 16d BOX 2) 16d BOX NAILS, NAILS, TOE —NAILED TOE —NAILED D) RATED (A) SHEATHING C) 3) 16d BOX GIRDER NAILS, TOE —NAILED SUPPORTING TRUSSES zttl AT 24" OC MAX SPACING 11t""illliuUp q THIS DRAWING REPLACES DRAWING V105-CONV 14If4/f Wo C LL 30 30 40 PSF REF CONV. VALLEY DATE 06/25/99DL20157PSF a : G '• B BC L 10 10 10 PSF DRWG VALCONVF0699 No. 42704 fi 0 0. 0 PSF ENG MLH/KAR t TOT.BLD. 60 57 PSF55 STATE OF 1C. 1.25/1.33 1.15 1.15 SEE ABOVE 0/0 N ACC TOP CHORD 2X4 #2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 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 PURLIN SPACING 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E.* ) PLATES ?,LAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 2 OR BETTER A E E A A Er, Er E— A 20' FLAT TOP CHORD MAX SPAN Em E E E 11 BEITHERPLATEOPTIONAL LOCATION IS SPLICE B BACCEPTABLED B D—SPLICE B 2' TYP. B B B B T n 12 * lz MAX F A IAC C C C u u u u u u 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 lx4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 807. LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS AVE 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. O O o 0 o a o 0 0 o D D 2„ O O o D o a o o 0 o D 0 8 1/4" ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. '•i1'1'! AIYING REPLACES DRAWINGS 634,016 634.017 & 847,045 INSTALLINGI--ANDRUSSESBRACING. RIREEFEREXTREMEHIB 9ARE INHANDLING (INSTALL NGN AND BRACING). PUBLISHED r MAX LOADING REF PIGGYBACK BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRID DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS THERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL V .•''CIF'C '• Fq.• /QV •• ii 55 PSF, AT DATE 06/25/99 DRWG PIGBACKBO699SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. C 1.33 DUR. FAC. ROOF TRUSS DIVISION 2722 SOUTH APOPKA r IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPLI R FABRICATING, NO. 42704 1.• X E 50 PSF, AT ENG DLL/KAR1BLVD. APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 9.25 DUR. FAC. 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 TRUSS AND, UNLESS OTHERWISE ON THIS DESIGN, POSITION CONNECTORS N STATE OF 47 PSF' ATFAX: 407-299-9153 LOCATED PER DRAWINGS 160 A-Z. THE SEAL N THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 1.1 5 DUR, FAC. PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPDNSIBILI TY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - A i^^ , O R,O `.w` ACING 24.0 70M11fij!?!11!!H11 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")X.1.375" 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 -LARCH 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 7 7 6 4++ 4++ I 5" MAX3X8 ITRULO** MAX 44X8 4 3X12 TRULOX WE 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE 1_;1iNiulliliullJQ DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 WARNING-I TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, // INSTALLING AND BRACING. REFER T HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED \\\\`P N/A/// TC LL PSF REF BC FILLER BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR \ <C_ SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, \``,• iIFIC 1••, DL PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL ` `` ''ll '• 7' __ SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. /r -- y IMPORTANT.• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ' •Cj •• BC% DL 10.0 PSF DRWG BCFILLER0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS " 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; R FABRICATING. ? NO 42704 •;*C LL - PSF -ENG DLJ/KARHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH _ APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = TO' LD. - PSF407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TD EACH FACE OF STATE OFFAx: 407-299-9153 TRUSS AND, UNLESS THERWISE LOCATE D. ON THIS ESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i A . FAC.1.0/1.15/1.25/1.33PROFESSIONAL. ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE '. QCERTIFICATEOFAUTHORIZATION$19216 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i O 1 .•7 OAC1NG 24.0RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. n R 0 1N At STEPDOWN CORDER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE 2 TYI 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 1 #2 2 DENSE OR #1 N 2-00-00 1 2-09-15 1 #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# 5' CORNER SET SETBACK 3' 7' 0" 0 1' 4 2 HIP OR COMMON TRUSSF 1 HIP TRUSS J5 J3 J1 J J1 J3 J5 J7 J7 J7 J 1 j 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 J1 J3 HJ ** (3) 16d TOENAILS J5 ** J7 ** 3.00 12 * 2.12 12 W2X4 TO TO6.00 * 4 24 ALTERNATE LOADING 1v2X4 W2X5 W3X4 - TCLL 20 PSF OR TCDL 20 MAX PSF BCDL 10 PSF I I TOT.LD. 50 MAX PSF 1' T 5' I 7' *** I 9-10-13 OVER 2 SUPPORTS DUR.FAC. 1.25R=463#, W=3.50" R=652#, W=3.50" END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES DRAWING HC11795029 WARNING-- TRUSSES REOUIRE EXTREME CARE IN 'FABRICATING. HANDLING, SHIPPING. \ / INSTALLING AN BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED Jaa,\p N/A yC LL 30 MAX PSF REF 7 STBK CS BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WL 53719) FOR ` Yj .{ SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, '.,1 FIC;,, DL 15 MAX PSF DATE 06/25/99 S MYTH LUMBER CO, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ` ., n iHAVEAPROPERLYATTACHEDRIGIDCEILING. ` rrIMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE _ Bl, PL 10 PSF DRWG CS7SBK3A0699ROOFTRUSSDIvI510NENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS j 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES 114 CONFORMANCE WITH TPI; OR FABRICATING, _ NO. 42704 94L 0 PSF -ENG SJP/KARHANDLING, 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 OTF LD. 55 MAX PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF c FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OFDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i A - -. PAC. 1.33 - PROFESSIONAL ENGINEERING -ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE Ip '.. II SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE 4 OAlI".ERTIFICATE OF AurHORizAnoN H921BRESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTI N 2. i_ •.. In QIOP'A _ ACING SEE ABOVE N AL 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 WEB BRACING METHOD IS DESIRED. W4y80649 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 BELOIV MAY 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 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X6 2X6 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER 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 T-BRACE NARROW FACE OR ATTACH WITH 16d NAILS AT 6" O.C. L-BRACE BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE L-BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 60% OF WEB MEMBER LENGTH THIS DRAWING REPLACES DRAWING 579,640 WARNING-- TRUSSES REQUIRE 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'ONOFRI DR., SUITE 200, MADISON, WI, 53719) FOR f , IF/C ••• F TIC LL PSF REF CLB SUBST. DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL y`\`V G q j.•••Q'' G D]. PSF G. RID CTHISIJDESIGNSMYTHLUMBERCO. :aMPOR ANOTS FURNISHCAECOPYGIOFATTAHD T THE INSTALLATION CONTRACTOR. ALPINE BC DL PSF DRWG BRCLBSUB0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, A NO. 42704 '. 2722 SOUTH APOPKA BLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH o SC=LL PSF ENG MLH/KAR BYAPOPIu, FL 32703 AMERICANLFORESST IA PAPER TO'g LD. PSFDASS(OCIAITONALION AND; TPL ALPIINIE CONNECTORSCATION ARE MADE OF 20GA407-299-1522 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 YQ ', STATE OF FAC. DRAWING S 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i •• •• SUITABILITY AND USE F THIS COMPONENT FOR ANY.PARTICULAR BUILDING IS THEAUTHORIUTIONp921B.RESPONSiB1LITY 0 ACINGCERTIFICATEOFOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i IO, I". IONA C,o,,,,\ 4 FARM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1979 YORKSHIRE i'-/ Builder: MORRISON HOMES i Address: g 11160W i oWe' Permitting Office: y City, State: ^ ! I %O Permit Number: OV d,3 &5POwner: 1/d01 `lvl Jurisdiction Number: Climate Zone: Central (, 916-670 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type Single Pane a. Clear glass, default U-factor 250.0 ft2 b. Default tint i 0.0 ft2 c. Labeled U or SHGC 0.0 ft2 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior, b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage b. N/A New _ Single family _ 1 _ 4 _ Yes _ 1979 f12 Double Pane - 0.0 ft2 - 0.0 ft2 - 0.0 ft2 R=0.0, 220.0(p) ft _ R=4.1, 1393.0 ft2 R=11.0, 4.0 ft2 _ R=11.0, 412.0 ft2 _ 11=30.0, 1983.3 ft2 _ Sup. R=6.0, 1.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c: N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.13 Total as -built points: 27781 PASSTotalbasepoints: 30267 I hereby certify that the plans and by this calculation are in compliar Energy Code. PREPARED BY: DATE: I hereby certify that this buildi compliance with the Florida OWNER/AGENT: DATE: ations covered the Florida d, ig in Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFIC DATE: r4iry EnergyGauge® (Version: FLRCSB v3.30) Cap: 36.0 kBtu/hr SEER: 12.00 Cap: 36.0 kBtu/hr _ HSPF: 7.80 Cap: 50.0 gallons _ EF: 0.86 _ PT; _ yO4T14E STgT 0 a R r COD W'B CIE FORM 60OA-2001 Q SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1979.0 25.78 9183.4 Single, Clear NW 1.5 7.0 30.0 40.72 0.95 1158.0 Single, Clear NW 7.0 7.5 10.0 40.72 0.66 268.4 Single, Clear SW 1.5 6.0 25.0 56.99 0.89 1271.4 Single, Clear SW 1.5 6.0 25.0 56.99 0.89 1271.4 Single, Clear SE 8.0 9.0 64.0 61.07 0.53 2077.0 Single, Clear SE 1.5 6.0 20.0 61.07 0.89 1086.7 Single, Clear SW 16.0 6.0 15.0 56.99 0.40 340.4 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear SE 1.5 5.0 16.0 61.07 0.84 823.2 As -Built Total: 250.0 10303.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 412.0 0.70 288.4 Concrete, Int Insul, Exterior 4.1 1393.0 1.18 1643.7 Exterior 1397.0 1.90 2654.3 Frame, Wood, Exterior 11.0 4.0 1.90 7.6 Frame, Wood, Adjacent 11.0 412.0 0.70 288.4 Base Total: 1809.0 2942.7 As -Built Total: 1809.0 1939.7 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 33.0 4.80 158.4 Exterior Insulated 33.0 4.80 158.4 Base Total: 51.0 187.2 As -Built Total: 51.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1979.0 2.13 4215.3 Under Attic 30.0 1983.3 2.13 X 1.00 4224.4 Base Total: 1979.0 4215.3 As -Built Total: 1983.3 4224.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 220.0(p) 31.8 6996.0 Slab -On -Grade Edge Insulation 0.0 220.0(p 31.90 7018.0 Raised 0.0 0.00 0.0 Base Total: 4996.0 As -Built Total: 220.0 7018.0 INFILTRATION Area X BSPM Points Area X SPM Points 1979.0 14.31 28319.5 1979.0: 14.31 28319.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge&FIaRES'2001 FLRC88 Q.30 FORM 60OA-2001 4 Id SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37852.0 Summer As -Built Points: 37956.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 37956.3 1.000 1.087 x 1.150 x0.95) 0.284 0.950 12168.3 37852.0 0.4266 16147.7 37956.3 1.00 1.188 0.284 0.950 12168.3 EnergyGauge'rm DCA Form 60OA-2001 EnergyGaugegRaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1979.0 5.86 2087.4 Single, Clear NW 1.5 7.0 30.0 14.97 1.00 448.2 Single, Clear NW 7.0 7.5 10.0 14.97 0.99 148.6 Single, Clear SW 1.5 6.0 25.0 11.59 1.03 299.0 Single, Clear SW 1.5 6.0 25.0 11.59 1.03 299.0 Single, Clear SE 8.0 9.0 64.0 10.59 1.43 971.7 Single, Clear SE 1.5 6.0 20.0 10.59 1.05 222.4 Single, Clear SW 16.0 6.0 15.0 11.59 1.57 272.4 Single, Clear NE 1.5 7.0 15.0 14.70 1.00 220.6 Single, Clear NE 1.5 7.0 15.0 14.70 1.00 220.6 Single, Clear NE 1.5 7.0 15.0 14.70 1.00 220.6 Single, Clear SE 1.5 5.0 16.0 1.0.59 1.07 181.7 As -Built Total: 250.0 3505.1 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 412.0 1.80 741.6 Concrete, Int Insul, Exterior 4.1 1393.0 3.31 4603.9 Exterior 1397.0 2.00 2794.0 Frame, Wood, Exterior 11.0 4.0 2.00 8.0 Frame, Wood, Adjacent 11.0 412.0 1.80 741.6 Base Total: 1809.0 3535.6 As -Built Total: 1809.0 5353.5 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 33.0 5.10 168.3 Exterior Insulated 33.0 5.10 168.3 Base Total: 51.0 240.3 As -Built Total: 51.0 240.3 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1979.0 0.64 1266.6 Under Attic 30.0 1983.3 0.64 X 1.00 1269.3 Base Total: 1979.0 1266.6 As -Built Total: 1983.3 1269.3 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 220.0(p) 1.9 418.0 Slab -On -Grade Edge Insulation 0.0 220.0(p 2.50 550.0 Raised 0.0 0.00 0.0 Base Total: 418.0 As -Built Total: 220.0 550.0 INFILTRATION Area X BWPM Points Area X WPM Points 1979.0 0.28 554.1 1979.0 -0.28 554.1 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FIRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT Winter Base Points: 6157.8 Winter As -Built Points: 10364.0 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) 10364.0 1.000 1.078 x 1.160 x 0.95) 0.438 0.950 5117.9 6157.8 0.6274 3863.4 1 10364.0 1.00 1.188 0.438 0.950 5117.9 EnergyGaugeTM' DCA Form 600A-2001 EnergyGauge&FIaRES2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: ... PERMIT #: BASE AS -BUILT WN WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot. Water = Total Points Points Points 16148 3863 10256 30267 1 12168 5118 10495 27781 0 STgT o tt, C0 WE EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'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/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, 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 Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. RA-99 (1TWI=P PP1=_grRIPTIVF MFARI IRFS /mncf hp mpf nr PYrPPt1PrI by all rPcirlPnrPc_1 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 efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 - . EnergyGauge®/FlaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD i ESTIMATED ENERGY PERFORMANCE SCORE* = 85.2- The higher the score; the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type Single Pane a. Clear - single pane 250.0 ft2 b. Clear - double pane 0.0 ft2 c. Tint/other SHGC - single pane 0.0 ft2 d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul; Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage b. N/A New Single family 1 4 Yes _ 1979 ft2 Double Pane 0.0 ft2 _ 0.0 ft2 - 0.0 ft2 R=0.0, 220.0(p) ft R=4.1, 1393.0 ft2 R=11.0, 4.0 ft2 R=l 1.0, 412.0 f12 _ R=30.0, 1983.3 f12 Sup. R=6.0, 1.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, 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: Date: Address of New Home: City/FL Zip: Cap: 36.0 kBtu/hr SEER: 12.00 Cap: 36.0 kBtu/hr _ HSPF: 7.80 Cap: 50.0 gallons _ EF: 0.86 _ PT, _ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is_a_at a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar "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 edufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.30) w RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24102 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 I,a Orr v For. IV1 HIO,NES Notes: ry' `..-I1 i '+r "i.11 pryl dti'u, .,. z 1"' T,cp t rCS ICdN4w,'h'"1 g'%IF" Tiq 1WIui3't•5!."!J4/. Ilyyaryp yvpWARyd kV. lid 'il .., ..III, , I' ".I I I.k ,,rvkr I IJ 'hsi I ., a4'VM 'Il l1fiff. f 1.i'I.V.1f•ri>r. PYII i R M1'.hL ud Weather Orlando AP, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary Summer Design Conditions 38 OF Outside db 70 OF Inside db 32 OF Design TD Daily range Relative humidity Moisture difference BuildiN heat loss 39310 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat bad 39310 Btuh Infiltration Melhod Simplified Construction quality Average Fireplaces 0 Heatingg Coolin Area (ft2) 1979 19_A Volume (ft) 18801 18801 Air changes/hour 0.80 0.40 Equiv. AVF (dm) 251 125 Heating Equipment Summary Make TRME Trade Efficiency Heating input Healing output Heatingg temp rise Actual heating fan Heating air flow factor E.,•....- il,- u•,•-a .n 7.7 HSPF 0 Btuh @ 47-F 0 OF 1200 cfm 0.031 dmlBtuh 93 OF 75 OF 18 OF M 50 % M Sensible Cooling Equipment Load Sizing Structure 26996 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use ht. data n Rate/swing multiplier 0.98 Total sens. equip. bad 27426 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infiltration 3696 Btuh Total latent equip. load 6551 Btuh Total equipment load 33977 Bich Req. total capacity at 0.700/6 SHR 3.3 ton Cooling Equipment Summary Make TPAE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 121 EER 24850 Btuh 10650 Btuh 35500 Bich 1200 cfm 0. 044 cfm/Btuh 81 % Boldlitalic values have been manually overridden Printout certified by ACCA to meet allrequirements of ManualJ 7th Ed. wrighitsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 4M E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D w Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 18801 ft3 x 0.0167 = 251 cfm 2 Winter infiltration load 1.1 x 251 cfm x 32 °F Winter TD = 8824 Btuh 3. Winter infiltration HTM 8824 Btuh / 301 ft2 Total window = 29.3 Btuh/F and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18801 ft3 x 0.0167 = 125 cfm 2 Summer infiltration load 1.1 x 125 , cfm x 18 °F Sum ierTD = 2482 Btuh 3. Summer inli tation HTM 2482 Btuh / 301, ft2 Total window = 8.2 BtuhtV and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 125 cfm = 3696 Btuh Procedure u - tquipment sizing Loaas 1. Sensible stung load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F SlrrrrErTD = 990 Btuh Sensible load for structure (Line 19) + 26996 Btuh Sum of ventilation and structure loads = 27986 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 27426 Btuh 2 Latent sing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/Ib moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 3696 Btuh Equipment stung bad - latent = 6551 Btuh. Construction Quality is: a No. of Fireplaces is: 0 Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightSC) t Right -Suite Residential' 5.5.06 RSR26013 CCA E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr 2002-Jul-24 17:30:35 Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7124102 h 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING ROOM a n se a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 30.0 2.7 a n se a c n 0 d 1 1 90 1.0 7.0 5.0 2.5 47.4 10.0 10.0 DINING ROOM a n ne a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 25.0 0.0 KITCHENINOOK a n ne a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 25.0 0.0 FAMILY ROOM b n rw a c n 0 d 1 1 90 1.0 8.0 1.0 8.0 39.4 64.0 0.0 MASTER SUITE a n nw a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 20.0 0.0 a n ne a c n 0 d 1 1 90 1.0 16.0 1.0 5.0 39.4 15.0 0.0 MASTER WIC BATH 2 UTILITY ROOM BEDROOM 2 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 15.0 1.3 BEDROOM 3 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 15.0 1.3 BEDROOM 4 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 15.0 1.3 MASTER BATH a n nw a c n 0 d 1 1 90 1.0 1.5 1.0 4.0. 39.4 16.0 0.0 wrightsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 ACCK EAFiles\MORRISON 2002\1979 YbRKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7f24102 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 IWWUHL J: till LKI. Naredroom Entire House LMNG ROOM DINING ROOM KffCHEMNOOKj4CeiIngs; Lengtitdexposed v r 710.0 ft 48.0 ft 17.0 ft 19.0 ft Roandinat4as 19.0 x 11D ft 10.0 x 16.0 ft 19.0 x 14.5 ft CcndiC Option 9.5 It i heaVbool d 9.5 ft heaNcod 9.5 ft heatbool 9.5 ftheatbool TYPE OF CST FffM Area Load (Bt h) Area Load (Btuh) Area Load (filth) Area Load (Bun) Dff OSURE NO. Htg Clg ftz) Htg Clg ft Htg Clg ft Htg Clg ft2) Htg Clg 5 Grass a 14B 4.6 2.1 1653 333 96 181 Eared b 12C 2.9 1.9 4 4 0 wat and c 13C 3.2 1.2 424 119 67 c partilicris d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 VVixbnsad a 1C 37.0 186 BB75 40 1478 25 924 2E 924 Ig assdoa5 b 8C 37.0 64 2385 0 0 0 0 0 Heahrg c 9C 38.7 0 0 0 0 0 0 c 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 0c 0 7 Wrxbns adNorth 20A 17 340 13 258 0 0 0 gLass doors NEM 39.4165 6501 0 0 25 985 985 taohS EW 0.00 0 0 0 0 0 0 SESVV 47.468 3239 27 1295 0 0 0 South 0.00 0 0 0 0 0 0 Horz 0.00 0 0 0 0 0 0 8 01>erdoors a 11A 18.9 127 51 963 650 33 623 421 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c 0.01 0.00 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1380 6360 2842 260 119E 535 70 323 144 15E 717 320 eposad b 12C 2.9 1.9 4 12 8 4 12 8 0 0 0 c 0 0 walls andc 13C 3.2 12 406 1279 475 119 375 139 67 211 78 c 0 0 partitions d 0.0 0.00 0 0 0 0 0 0 0 0 0 0 e 0.0 0.00 0 0 0 0 0 0 0 0 0 0 f 0.0 0.00 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1979 3356 4405 209 354 465 160 271 356 467 613 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 ZD 5702 0 48 1244 0 17 441 0 lc 492 0 Nofe: roan b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 perrrefer c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for slaba 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.3 82 301 8824 2482 73 2140 602 25 733 206 2E 733 206 13 Subk)W bss=6+8_+11+12 35736 7424 Less edarralheeting 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Dud loss 10y/ 3574 10°/ 742 100 290 101y, 333 15 Total loss =13+14 39310 8167 3193 3666 16 InL gams: People @ 300 6 180D 0 0 1 300 c- 0 AppL @ 129D 2 180D 0 0 0 0 1 1290 17 Sub6ot RSH gam7+8 +12+16 24542 3721 2T70 3325 Less exbrnalowlig 0 0 0 0 Less transfer 0 0 0 0 Cooling redistnbution 0 0 0 0 18 Duct On 10'/ 2154 10'/ 372 100 277 10° 332 19 TcW RSH gairF(17+18)-PLF 1.00 96 1.00 4096 1.00 2277 1.00 3a) 20 Air required (din) 12001 1210 219 182 97 101 112 163 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1ftwrr, gFxtsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 E:\ Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WORKSHEET y y . Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7124/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 IVWJVUNL ' In CQ 1 Narne d mw FAMILYROOM MASTER SUITE MASTER WIC BATH 2 2 Lenglhcfexposedvd 33.0 ft 21.0 ft 0.0 ft 0.0 ft 3 Rnorn rs 17.0x 16.0It 13.0x 18.0ft 7.5x 11.0ft 11.0x 5.5ft 4 Ceiings Condt.Option 9.5 ft i heaV000l 9.5 ft heaNmd 9.5 ft heaE'cod 9.5 ft heatbool TYPE OF CST HTM Area Load (Bl h) Area Load (Btrh) Area Load (13hh) Area Load (Blrh) EXPOSURE NO. Htg Clg ft7 Htg Clg ft Htg Clg ft Htg Cig ft) Htg Clg 5 Gross a 14B 4.6 2.1 314 200 0 vAlls and c 13C 3.2 1.2 0 0 0 peltbons d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Wrrbnsand a 1C 37.0 0 0 35 1294 0 0 c 0 gLass doors b 8C 37.0 64 2365 0 0 0 0 c 0 rleaug c 9C 38.7 0 0 0 0 0 0 c 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 7 VVrdmsail North 20A 0 0 0 0 0 0 C"' 0 gLass doors NEMW 39A 64 20 35 1379 0 0 c0 c oomg E/W 0.0 0 0 0 0 0 0 c0 SESW 47A 0 0 0 0 0 0 c"'" 0 South 0.0 0 0 0 0 0 0 0 Horz 0.0 0 0 0'" 0 0 0 c"" 0 8 0herdoors a 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 250 1150 514 165 758 339 0 0 0 0 0 e posed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 c 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 c 0 0 parbo- d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 272 461 606 234 397 521 83 140 184 61 103 135 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 856 0 21 544 0 0 0 0 0 0 Noia: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 pealmeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 01 0 0 0 0 0 0 0 0 12 Infir t. a 29.3 82 64 1876 52B 35 10M 289 0 0 0 0 0 13 Srrt>3W bss=6+8_+11+12 67111 4019 140 103 Less exernal heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Dud loss 10% 671 10°/ 402 100 14 1U) 10 15 Total loss =13+14 7379 4421 154 113 16 Int gains: People @ 300 4 1200 1 300 0 0 c"" 0 Appl. @ 1200 0 0 0 0 0 0 c"`' 0 17 Sul)U RSH garr-7+8 +12+16 5369 2827 184 135 Less exernal cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redisird)ution 0 0 0 0 18 Dud gain 101yc ail 10% 2B3 100 18 100/1 13 19 Total RSH Th-(17+18)'PLF 1.00 5905 1.00 3110 1.00 2M 100 148 20 Air required (din) 225 253 135 138 51 9 31 7 Printout oertified by ACCA to meet all *uimments of Manual J 7th Ed. wrrfgF rfts0ft Right -Suite Residential"' 5.5.06 RSR26013 2002-Jul-24 17:30:35 E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 2 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24102 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Nwuvu/-L.r. tin ta. 1 Name droan unUTY ROOM BEDROOM 2 BEDROOM 3 BEDROCM 4 2 LerxJlh ol`W sed wall 7.0 ft 28.5 ft 13.0 ft 10.5 ft 3 Rnan drrerdors 7.0 x 10.5 ft 18.0 x 11.0 ft 12.0 x 12.0 ft 11.5 x 12.0 ft 4 Ceiings Cora Option 9.5 It heakool 9.5 ft heaVood 9.5 fti heaVood 9.5 ftheatb)d TYPE OF CST HTM Area Load (Bhln) Area Load (Bh h) Area Load (13Wi) Area Load (Bh h) E) URE NO. Htg Clg ft2) Htg Clg ft) Htg Clg ft') Htg Clg ft2) Htg Clg 5 Grass a 146 4.6 2.1 0 100 124 1 5posed b 12C 2.91.9 0 0 0 wallsand c13C 3.2 1.2 67 171 0 partitions d 0.0 0.0 00 0 e 0. 0 0.0 0 0 0 f 0. 0 0.0 00 0 6 V\ kdossad a 1C 37.0 0 0 15 554 15 554 1E 554 lass doors b 8C 37.0 0 0- 0 0- 0 0- 0 Heating c 9C 38.7 0 0- 0 0"" 0 0- 0 d 0. 0 00- 0 0- 0 0- 0 e 0. 0 00 0 0 0 0 0 f 0. 0 00 0 0 0 0c 0 7 VWxbA6 ad North 20.4 00 1 27 1 27 1 27 gLass doors NEMW 39.4 00 0 0 0'* 0 0 t oohi9 EM/ 0.0 00 0 0 0 0 0 SFJSW 47. 4 00 14 648 14 648 1 648 South 0. 0 0 0 0- 0 0 0 0 Horz 0. 0 0 0 0 0 0 0 0 8 Odwdoors a 11A 18.9 127 18 340 229 0 0 0 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 85 392 175 109 500 Z23 391 175 eprned b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 c 0 0 vat and c 13C 3.2 1.2 49 154 57 171 539 200 0 0 0 c 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0. 0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 10 Ceilings a 16D 1.7 2.2 74 125 164 191 331 441 144 244 321 1 234 307 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 7 181 0 29 739 0 13 337 0 11 212 0 Nola: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 p-r> eter c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 for slab a0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.3 8.2 18 528 148 15 440 1.24 15440 124 lq 440 124 13 Subtotal bss=6+8.+11+12 1328 2999 2075 1891 Less exlennal heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Dud loss 1(°/ 133 10°/ 300 100/. 29B 101 189 15 Total loss =13+14 1461 3299 zm 16 InL gains: Peopla @ 300 0 0 0 0 0 0 0*"* 0 Appl. @ 1200 1 600 0 0 0 0 c' 0 17 Srtbot RSH cF7+8: +12+16 1199 1614 1343 129D Less exlarral coofrg 0 0 0 0 Less transfer 0 0 0 0 Coding rer5slnbution 0 0 0 0 18 Ductgan 10°/ 120 10°/ 161 10° 134 100 128 19 Total RSH ga Fr l7+18rR-F 1.00 1319 1.00 1776 1.00 1477 1.00 1408 20 Air required (dm) 45 59 101 79 70 66 MI 63 Printout certified by ACCA tomeet all requirements Of Manual J 7th Ed. wroghtsoft Right - Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 a` E:\ Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 3 RIGHT-J WORKSHEET1pEEntreHouse DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24102 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 mto Naneofloom K AASTER BATHjfWWUPLJ: Lenglh ofa v al011a 23.0 ftRn12.0 x 11.0 ft Ceiings Canck Op6m 9.5 ft heaVocol TYPE OF CST HTM Area Load W) Area Area Area DUKE NO. Htg Clg ft') Htg Clg Htg Clg Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 219 EVossed b 12C 2.9 1.9 0 v4s and c 13C 3.2 12 0 partitians d 0.0 0.0 0 e 0.0 0.0 0 f 0.0 0.0 0 6 WrrbAr. and a 1C 37.0 16 591 glassdoors b 8C 37.0 0 0 Healing C 9C 38.7 0 0 d 0.0 0 0 e 0.0 0 0 f 0.0 0 0 7 Wrrionsad North 20.4 0 0 doors NENW 39.4 16 630MsingE\1V 0.0 0 0 SESW 47.4 0 0 Satin 0.0 0 0 Hoe 0.0 0 0 8 Oherdoors a 11A 18.9 127 0 0 0 b 11A 18.9 127 0 0 0 c 0.0 0.0 0 0 0 9 Net a 14B 4.6 2.1 293 933 417 eposed b 12C 2.9 1.9 0 0 0 vat and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 10 Ceilings a 16D 1.7 2.2 122 224 294 b 0.0 0.0 0 0 0 c 0.0 0.0 0 0 0 d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 Note: roan b 0.0 0.0 0 0 0 perir>ebBr c 0.0 0.0 0 0 0 isdispl. d 0.0 0.0 0 0 0 forslab a 0.0 0.0 0 0 0 floors) f 0.0 0.0 0 0 0 12 Infiltration a 29.3 82 16 469 132 13 SubW bss=6+8_+11+12 2B14 Less exerrel heating, 0 Less transfer 0 Heating redsinbifion 0 14 Duct loss 100/ 281 o/ o o 15 Total loss =13+14 16 Int gai s: People @ 300 0 0 Appl. @ 1200 0 0 17 Srbh tRSH g*F7+8.+12+16 1473 Less adanalalcooling 0 Less transfer 0 Cooling redstbuticn 0 18 Duct gain 10°/ 147 0/ o 19 Total RSH gaui=(17+18)'PL.F1.00 11 2D Air required (dm) 93 72 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr gFitsoR Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 A EAFiles\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 4 bath duct caproof TONE 696RNB bath duct roof, c phan-U ONE 763RLNB 3' bath duct t% roof capan NUT NE 696R Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 insulation value. m CJ p KU SL N fl i JR V Q v S U N m _J z i 0 F oi CU0ww o \ f- 0, U z P 3 m m r, w zr z A (A Y oCyn/ CD Rating zz } C m w •• .. > z o z o w 3: F--M < J O 5 Q W_ COa_J(n00 CI CIYIII I Ilr1'IJGJ ItGV'1'C7W' Gf\GLJ' IIY 1 'C:VIIlIJT1 7 'GJ'll f 1"N`:v "ve I vv ud 11r4L-1 5 v1 11L—v I ... t aye TERMITICIDES REGISTERED IN.FLORIDA FOR PREVENTIVE TREATMENT OF NEW CONSTRUCTION Products are included on this list if they meet the requirements for registration as a pesticide product as required by Chapter 487, F.S., and the registered label contains directions for use on new construction. Inclusion of a product on this list of registered termiticides does not constitute endorsement or approval, either direct or "implied, of the product by the Department of Agriculture and Consumer Services. EPA Product Brand Name Company Name Active Ingredient Registration# l ARMOR -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE TETRAHYDRATE 599059 BIFLEX SFR TERMITICIDE /INSECTICIDE FMC CORP. BIFENTHRIN 279-3177 BIFLEX TC TERMITICIDE I INSECTICIDE FMC CORD: BIFENTHRIN 279-3112 BOARD DEFENSE IN -CID. TECHNOLOGIES, INC. DISODIUM OCTABORATE 44757-20TETRAHYDRATE BORA CARE NISUS CORP. DISODI,UM OCTABORATE TE 14DRATE 64405-1 CHLORPYRIPHOS PRO TERMITICIDE MICRO FLO COMPANY LLC CHLORPYRIFOS 51036-122 CONCENTRATE CYREN TC SPECIALITY TERMITICIDE / INSECTICIDE CONCENTRATE CHEMINOVA CHLOROPYRIFOS 67760-10 DEMON TG' SYNGENTA CROP PROTECTION, CYPERMETHRIN: 10182-107INC. DRAGNET SFR FMC CORP. PERMzT HRIN 279 3062TERMITICIDE/INSECTICIDE DREXEL CHLORPYRIFOS TERMITICIDE DREXEL CHEMICAL COMPANY CHLORPYRIFOS 70907-7-19713 DURSBANTC DOWAGROSCIENCES. CHLORPYRIFOS 62719-47 FIRSTLINE GT PLUS TERMITE BAIT FMC CORP SULFLURAMID 279 3196 STATION LABYRINTH TERMITE BAIT EN;YSTEX, INC: DIFLUBENZURON 68850-2 MARTIN'S PERMETHRIN SFR CONTROL SOLUTIONS, INC PERMETHRIN 70506-6-53883 TERMITICIDE! INSECTICIDE NAVIGATOR 4 TC GHARDA USA, INC CHLORPYRIFOS 70907-7 PERMASTER 380 PERMETHRIN LG CHEMICAL AMERICA, INC PERMETHRIN 71532-2-73006 TERMITICIDEIINSECTICI DE PERMETHRIN PRO TERMITICIDE TURF- MICRO FLO COMPANY LLC PERMETHIRIN 51036-287 ORNAMENTAL PRELUDE TERMITICIDEANSECTICIDE SYNGENTA CROP PROTECTION, INC. PERMETHRIN 10182-95 PREMISE 75 INSECTICIDE IN WATER BAYER CORP IMIDACLOPRID 3125455 SOLUBLE PACKETS file://C:\WINDOWS\Temporary%201nternet%20Files\OLK70F3\TERMITICIDES%20REGISTE... 7/23/02 BORA - (.ARSE APPROVAL NES REPORT MIXING DIRECTIONS APPLICATION DIRECTIONS PRESCRIPTION TREATMENT BRAND TC 223 WHITMIRE MICRO-GEN DIFLUBENZURON 499-488 PREVAIL FT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3082 PREVAIL PRE -TREAT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3209 PREVAIL TC TERMITICIDEANSECTICIDE FMC CORP. CYPERMETHRIN 279-3131 RECRUIT II DOW AGROSCIENCES, LLC HEXAFLUMURON 62719-272 SHELL -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE TETRAHYDRATE 59905-6 SPECKOZ PERMETHRIN TC SPECKOZ PERMETHRIN 51036-287-72113 TALSTARTERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279-320& TALSTARTERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279-3206 TENGARD SFR ONE-SHOT TERMITICIDE / INSECTICIDE UNITED PHOSPHORUS, INC PERMETHRIN 70506 6 TERM IDOR 80 WG TERMITICIDE/INSECTICIDE AVENTIS ENVIRONMENTAL SCIENCES USA LP FIPRONIL 432-900 TIM-BOR PROFESSIONAL" UNITED STATES BORAX & CHEMICAL COMPANY DISODIUM OCTABORATE TETRAHYDRATE 1624.39 TERMITICIDE T/C ARIZONA CHEMICAL GROUP, INC CHLORPYRIFOS 55431-1 TRIBUTE TERMITICIDE/INSECTICIDE CONCENTRATE AVENTIS ENVIRONMENTAL. SCIENCES USA LP CYANO 432-767 VR &R MASTERLINE TERMITICIDE TIC VOPAK COMPANY CHLORPYRIFOS 55431-1-73748 Note: This product is no longer shipped and distributed in the State; however, material In trade channels may be purchased and used accordlnq to label directions. 7 Pesticide Product Brands: 34 Con1panies: 22 List updated: April1, 2002 If you have a question regarding a pesticide (termiticide) that is not listed please complete the product information form and submit. inquiry to Department of Agriculture & Consumer Services.. Termiticide for New Construction Registration Inquiry Form This page has been accessed times since March 4th, 2002 file://C:\WINDOWS\Temporary.%201nternet0lo20Files\OLK70F3\TERMITICIDES%20REGISTE... 7/23/0; 111111111011liolk A PRODUCT OF NISUS CORPORATION e/03 For the Prevention and Control of: TERMITES, CARPENTER ANTS, WOOD DESTROYING BEETLES, and DECAY FUNGI. FOR BOTH INTERIOR AND EXTERIOR USE For use in and around Homes, Apartments, Garages, Museums, Public and Private Institutions, Schools, Hotels, Hospitals, Kennels, Stables, Farm Buildings, Trucks, Trailers, Warehouses, Supermarkets, Restaurants and Food Processing Plants. Authorized by the USDA for use on Non -Food Contact Surfaces in Edible Product Areas of Official Establishments Operating under the Meat, Poultry, Shell Egg Grading and Egg Products Inspection Programs. ACTIVE INGREDIENT: Disodium OctaborateTetrahydrate (Na,B4O1 * 4H2O):........40.0% INERT INGREDIENTS: ........................................................ 60.0% Density: 11.51 pounds per gallon EPA Reg. No. 64405-1 EPA Est. 64405-TN-1 U.S. Patent Nos. 5,104,664 5,460,816 5,645,828 6,426,095 KEEP OUT OF REACH OF CHILDREN CAUTION PRECAUTIONARY STATEMENTS Hazards To Humans & Domestic Animals CAUTION: Harmful if absorbed through skin. Avoid contact with skin, eyes or clothing. Wash thoroughly with soap and water after handling. Statement of Practical Treatment If Inhaled: Remove victim to fresh air. Apply artificial respiration if Indicated. Contact a physician if warranted. If In Eyes: Flush with plenty of water. Get medical attention if irritation persists. If On Skin: Wash with plenty of soap and water. Get medical attention. IN CASE OF A MEDICAL EMERGENCY Involving this product call (800) 424-9300 or your local Poison Control Center. Environmental Hazards BORA-CARE® solutions carelessly spilled or applied to cropland or growing plants including trees and shrubs may kill or seriously retard plant growth. Cover plants and nearby soil with plastic to avoid contamination. Do not apply directly to water. Do not contaminate water when disposing of equipment washwaters. DIRECTIONS FOR USE It is a violation of Federal law to use this product in a manner inconsistent with.its labeling. NOTICE Read and understand the entire label before using. Use only according to label directions. Before buying or using this product, read "WARRANTY LIMITATIONS AND DISCLAIMER" statement found elsewhere on this label. Ifterms are unacceptable, return unopened package to seller for full refund of purchase price. Otherwise, use by the buyer or any other user constitutes acceptance of the terms under WARRANTY LIMITATIONS AND DISCLAIMER. BORA-CARE®should be applied only to bare wood, plywood, particle board and other cellulosic materials where an Intact water repellent barrier such as paint, stain, or a sealer is not present. The use of this product in food processing establishments should. be confined to time periods when the plant is not in operation. Foods should be removed or covered during treatment. All food processing surfaces should be covered during treatment or thoroughly cleaned before using. After treatment in food processing plants, thoroughly wash all equipment, benches, shelving, etc. where exposed food will be handled, with an effective cleaning compound and rinse with potable water. When spraying overhead interior areas of homes, apartment buildings, etc., cover or protect all surfaces below the area being sprayed with plastic sheeting or other material which can be disposed of If contamination from dripping occurs. Do not apply in food serving areas while food is exposed. BORA-CARE® is NOT a soil termiticide and should not be used directly to treat the soil. STORAGE AND DISPOSAL Do not contaminate water, food or feed by storage or disposal. PESTICIDE STORAGE: Store in a dry place. Do not store where children or animals may gain access. Do not freeze. PESTICIDE DISPOSAL: Do not contaminate water when disposing of equipment washwaters. Wastes resulting from the use of this product may be disposed of on site or at an approved waste disposal facility. CONTAINER DISPOSAL: Triple rinse (or equivalent). Then offer for recycling or reconditioning, or puncture and dispose of In a sanitary landfill, or incineration, or if allowed by state and local authorities, by burning. If burned, stay out of smoke. CLEANUP: Use soap and water to clean up tools. SAFE HANDLING PROCEDURES Applicators and other handlers must wear long-sleeved shirt and long pants, socks, shoes, chemical -resistant gloves, and protective eyewear. When applying BORA-CARE® in confined spaces, it is recommended that ventilation or an exhaust system be provided. If this is impractical, the use of a NIOSH approved respirator with an organic -vapor removing cartridge with a prefilter approved for pesticides (MSHA/NIOSH approval prefix TC-23C), or a canister approved for pesticides (MSHA/NIOSH approval prefix TC-14G), or a NIOSH approved respirator with an organic vapor (OV) cartridge or canister with any N, R, P or HE prefilter is recommended. Spills and over -spray may be cleaned with a damp cloth or absorbed with appropriate materials. (Refer to the BORA-CARE® Material Safety Data Sheet for additional health and safety Information.) 100 Nisus Drive, Rockford, TN 37853 MADE IN THE U.S.Ae (800) 264-0870 www.nisuscorp.com 1. MIXING INSTRUCTIONS III. GENERAL INFORMATION BORA-CARE® is a concentrate which must be diluted with clean water before use. The use of warm or hot water, if available, and an impeller type mixer which can be used with an electric drill aids the dilution process. A. Hand Sprayers: Mix in a clean container and stir the solution until completely uniform. Always mix in a separate container then add the solution to a spray tank. Mixing BORA-CARE® directly in a spray tank can block hoses and nozzles. B.. High Volume Pumping Systems: Add all of the dilution water to tank, start recirculator, then slowly add BORA-CARE® concentrate. Allow. to mix until uniform. Use 1:1 and 2:1 BORA-CARE® solutions within 24 hours after mixing. 5:1 solutions will remain stable for up to 30 days. Do not leave unused solution under pressure or in tank overnight. Clean and/or flush equipment and lines with water after use. BORA-CARE® may be tank -mixed with an approved non -residual pesticide for quicker knock -down of carpenter ants and other insects. 11. DILUTION RATIOS by volume. TABLE A. Dilution Ratios Water to Target Pests BORA-CARE® Application Notes All Insects and Decay Fungi 1:1 Spray, Injection, Brush, Roller Subterranean and Formosan 1:1 or 2:1 2:1 dilution ratio may be Termites used for foaming Drywood Termites 1:1 or 2:1 Anobiid and Lyctid 1:1 or 2:1 Use a 2:1 dilution ratio for Powderpost Beetles treating hardwood floors. Logs require a 1:1 ratio. All other beetle species 1:1 Carpenter Ants 1:1 or 2:1 Decay Fungi 1:1 or 2:1 Use a 1:1 dilution ratio on wood members 2" thick or greater. Drywood Termites, 5:1 Two (2) applications PowdeTost Beetles and required for surface spray. Decay Fungi For prevention only. TABLE B. Dilution Ratios Water to Application BORA-CARE® Application Notes Logs, Large Beams and 1:1 All Insects and Decay Fungi. Dimensional Lumber Preventative Treatment of 2:1 Use on wood members Decking, Fences and 2" in thickness or less. Plywood Prevention of Powderpost 5:1 For prevention only. Beetles and Drywood Termites Logs, Large Beams and 5:1 Dip treatment only. Dimensional Lumber 2 BORA-CARE® is an innovative termiticide, insecticide and fungicide that eliminates existing infestations and provides long term protection against: Subterranean Termites: Reticulitermes, Heterotermes Formosan Termites: Coptotermes Dampwood Termites: Zootermopsis, Naotermes Drywood Termites: Kalotermes, Incisitermes Powderpost Beetles: Lyctidae, Bostrichidae Anobiid Beetles: Anobiidae Old House Borers, Longhorn Beetles: Cerarnbycidae, Hylotrupes Ambrosia Beetles: Platypodidae, Scolytidae Carpenter Ants: Camponotus Brown Rot, White Rot, and Wood Decay Fungi BORA-CARE® can be used on all cellulosic materials including wood, plywood, particle board, paper, oriented strand board (OSB), cardboard and wood composite structural components. In areas where a soil treatment/barrier termiticide treatment is required by law, BORA-CARE® should be applied as a supplemental pretreatment to protect wood from subterranean termites that may penetrate chemical gaps occurring in termiticide-treated soil. As a remedial treatment, BORA-CARE® will both eliminate and prevent infestations of Formosan, subterranean and drywood termites, wood boring beetles, carpenter ants and decay fungi. It may also be used as a supplement or alternative to fumigation in order to provide long term residual control. Since BORA-CARE® is applied directly to the wood, It can be used in areas where environmental contamination is of concern (nearby wells, cisterns, etc.). The active ingredient in BORA-CARE® Is an inorganic salt and once in place, it will not decompose or volatilize out of the wood. Treatment is long lasting as long as the treated material Is not exposed to rain, continuous water or ground contact. Older wood boring beetle larvae (particularly Old House Borers) already present in the wood at the time of treatment may occasionally emerge sometime after treatment. This will not occur frequently enough to cause structural damage to any wooden member. IV. REMEDIAL TREATMENT FOR THE CONTROL OF SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOSTAND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI A. Infested wood can be treated by spraying .and/or injecting BORA-CARE® solution into beetle holes, termite and carpenter ant. galleries and decay pockets. Apply one (1) coat of BORA-CARE® solution to the point of wetness to all infested and susceptible wood, paying particular attention to infested areas. Two (2) coats of BORA- CARE® solution need only be applied to those wood members with only one (1) or two (2) exposed sides. For quicker control, apply an additional coat onto heavily infested areas waiting at least 20 minutes between applications. In cases where the infestation is not accessible from the surface, small holes may be drilled into the wood in order to gain access to the infested area. Inject enough diluted solution to completely flood galleries or voids. Adjacent intact wood may be treated by pressure injecting BORA-CARE® into holes drilled into the wood at eight (8) to ten (10) Inch intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. For treating infested wall voids, refer to Sections IV. E. and F. B. Basements and crawl spaces may be treated by applying one (1) coat of diluted BORA-CARE® solution to the point of wetness to all infested and susceptible wood surfaces including sill plates, piers, girders, subfloors, floorjoists and any wood exposed to vertical access from the soil. On wood where access is limited to one (1) or two (2) sides of wood members, such as sills and plates on foundation walls, apply two (2) coats of BORA-CARE® solution. Wait at least 20 minutes between applications. Apply at a rate of approximately one (1) gallon of BORA-CARE® solution per 200 square feet of floor area (400 square feet of wood surface area). C. Buildings on slabs may be treated by applying BORA-CARE® solution into wall voids by locating each stud and drilling a small hole through the wall covering to gain access to the infested area. Drill holes adjacent to the side of each stud every 18-24 inches along its length and inject at least 1/3 fluid ounce of BORA-CARE® solution per hole. Drill at least one hole per stud bay near the floor in order to treat the base plate in each void. Treat entire wall areas as opposed to single stud bays in order to include the infested area completely within the treatment zone. D. Wood flooring can be treated by spray, brush or roller application. It will be necessary to remove any existing finish by complete coarse sanding or stripping prior to application. Apply a two 2) parts water to one (1) part BORA-CARE® (2:1) solution at a rate of approximately one (1) gallon of solution per 500 square feet of floor surface: For treating Infestations of subterranean or Formosan termites, two (2) coats may be required, waiting at least one (1) hour between applications. Allow floor to completely dry (typically 48 to 72 hours). Moisture content must be 10% or less before applying final finish. BORA-CARE® applications may raise the grain of the wood and an additionalWh sanding maybe necessary before applying anew finish. Although BORA-CARE® is compatible with most floor coatings, always test a small section of treated floor with the new finish and check for appropriate adhesion prior to coating the entire floor. NOTE: If surface is tacky or residue is evident after 72 hours of drying time, wash affected area with clean water and a mop, cloth or sponge, rinsing frequently. Allow surface to dry prior to final JW sanding and application of finish coat. E. For treating voids, wall studs and wood members not accessible by conventional application methods, spray or mist solution into voids and channels in damaged and suspected Infested wood and/or through small holes drilled into walls and baseboard areas. Holes should be spaced no.more than 24" apart along each member to be treated and at least one (1) hole must be drilled between each wall stud when treating base plates. Use sufficient amount of material to cover all areas to the point of wetness. NOTE: Existing insulation may interfere with distribution of the BORA-CARE" solution. If necessary, remove or displace insulation prior to treatment. F. Foam applications: BORA-CARE" can be applied to bare wood surfaces and void areas as a foam by mixing two (2) parts water with one (1) part BORA-CARE" (2:1) and adding 3 to 8 ounces of foaming agent per gallon of mixed solution. Apply foam being sure to completely fill tqe void. Foam will take approximately one (1) hour to return to liquid state and soak into bare wood. Apply foamed BORA-CARE® to void spaces at a 1:20 to 1:30 foam ratio (one [1) gallon of mixed solution expanded with foaming agent to produce 20 to 30 gallons of foam). Apply enough foam to completely fill void and contact all wood surfaces in the void space. G. Foam Insulation may be treated by injecting a two (2) parts water to one (1) part BORA-CARE® (2:1) solution into the Infested area and/or low pressure surface spraying at a rate of one (1) gallon per 300 to 400 square feet. NOTE: Some types of foam insulation, such as polyisocyanurate and extruded polystyrene, have closed cell structures which do not allow significant penetration from surface application. These types of foam should be injected, as well as surface sprayed, to achieve proper control or prevention of Infestations. V. PREVENTATIVE AND/OR PRETREATMENT FOR WHOLE HOUSE PROTECTION FROM SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI NOTE: This treatment serves as a primary treatment for the control of Formosan and subterranean termites. Pretreatment should be performed at a point during the construction process when the greatest access to all wood members is available.. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARD 1:1) solution to all wood surfaces to the point of wetness. Concentrate application in areas susceptible to attack, to include all sills, plates, floor joists, piers, girders and subfloors. Treat wood in all plumbing, electrical, and ductwork areas where they penetrate walls or floors. Treat all base plates and studs on interior and exterior walls, especially those surrounding any high moisture areas such as bathrooms, kitchens and laundry rooms. For buildings built on slabs, treat all wood In contact with the slab as well as all interior and exterior wall studs and wall sheathing material. In attics, treat all wood including ceiling joists, trusses, top plates, rafters and roof decking. Be sure that all sill plates and wood contacting garages and porches are treated. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE" solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all exterior wood including siding, facias, soffits, eaves, roofing, porches, decks and railings (refer to Sections VIII and IX for complete exterior application information). 3 VI. PREVENTATIVE AND PRETREATMENTS FOR SUBTERRANEAN TERMITES (CRAWL SPACE, BASEMENT AND SLAB) NOTE: This treatment serves as a primary treatment for the control of subterranean termites. Use only a one (1) part water to one (1) part BORA-CARE® (1:1) solution when treating for subterranean termites. Pretreatment may be performed at any point during the construction process, however it is best performed when greatest access to all wood members is available. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. A. Buildings on Crawl Spaces and Basements: Apply one 1) coat of a one.(1) gallon water to one (1) gallon BORA-CARE® (1:1) solution to point of wetness in a 24-inch wide uninterrupted band to all wood surfaces in crawl spaces and basements, to include all sills, plates, floorJoists, piers, girders and subfloors as well as wood exposed to vertical access from the soil. Treat all wall base plates and the bottom two (2) feet of all interior and exterior wall studs. Treat any wood adjacent to plumbing, electrical conduit and ducts where they penetrate subfloors or plates, and all wood next to porches, garages, and fireplaces in order to provide a two (2) foot wide barrier of BORA-CARE treatment against termite penetration. On wood where access is limited to one (1) or two (2) sides of wood members such as sills and plates on foundation walls, apply two (2) coats of BORA-CARE® solution. Wait at least 20 minutes between applications. If accessible, treat the exterior of sill areas around the entire perimeter ofthe structure with a24-inch wide bandof BORA-CARE® solution beginning with the sill area and extending upwards onto the sheathing material. On multiple story structures, treat only the first story above the masonry foundation level. Coated or painted wood may be treated by pressure Injecting BORA-CARE® into holes drilled into the wood at eight (8) to ten (10) inch intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. B. Buildings on Slabs: Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE® (1:1) solution to all base plates and the bottom 24 inches of all studs on all exterior and interior walls. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE® solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all wood in plumbing wails and apply to any wood in bath traps as well as wood adjacent to plumbing, electrical conduit and duct penetrations in order to provide a minimum 24-Inch wide barrier of treatment between the soil and the balance of the structure. VII. PREVENTATIVE TREATMENT FOR DRYWOOD TERMITES AND POWDERPOST BEETLES Apply two (2) coats of a five. (5) gallons water to one (1) gallon BORA- CARE (5:1) solution to all wood surfaces to the point of wetness using a brush, spray or mist. Wait at least 20 minutes between applications. VIII. TREATMENT OF EXTERIOR WOOD SURFACES LESS THAN TWO INCHES THICK SUCH AS DECKS, SHEDS, SIDING AND FENCES Apply only to bare wood or to wood surfaces where an intact water repellent or finish is not present. if necessary, remove paint or finish prior to application. Apply one (1) coat of BORA-CARE® solution to the point of wetness to all wood surfaces. Apply two (2) coats of BORA- CARE® solution to heavily infested areas and to those surfaces where access is limited to one (1) or two (2) sides of wood members. Do not apply in rain or snow. Exterior wood surfaces must not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. For wood in contact with the ground or soil, see Section XI. A. Finishing and Maintaining Treated Surfaces: For long- term protection, exterior wood surfaces which have been treated with BORA- CARE® will require a topcoating with a water resistant finish such as paint or exterior stain. The finish or topcoat should be applied within six ( 6) weeks of treatment. It is important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. IX. TREATMENT OF LOG STRUCTURES, TIMBERS, BEAMS, PILINGS AND EXTERIOR WOOD MEMBERS TWO OR MORE INCHES THICK Apply only to bare wood or to wood surfaces where an intact water repellent or other finish is not present. If necessary, remove paint or finish prior to application. Interior, unfinished surfaces which have accumulated dirt or cooking oils should be cleaned with a strong detergent prior to treatment. Apply a one (1) part water to one (1) part BORA- CARE® solution to the point of wetnessto all interior and exterior wood surfaces. Refer to. application chart for minimum amount of BORA- CARE® to treat various size logs or beams. Typically, two (2) coats of solution will be required to treat round logs 10" or greater in diameter and rectangular logs larger than 6" x 12". Wait at least one (1) hour between applications. Two (2) coats of BORA- CARE® solution should also be applied to log ends, notches, corners and sill logs. Actual number of coats necessary to meet the minimum requirements will depend upon actual wood size, surface porosity and number of sides accessible for treatment. Do not apply in rain or snow. Exterior wood surfaces should not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. A. Finishing and Maintaining Treated Surfaces: For long term protection, exterior wood surfaces which have been treated with BORA- CARE® will require a topcoating with a water resistant finish, paint or exterior stain. The finish or topcoat should be applied within six 6) weeks of treatment. It is important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. 4 X. DIP TREATING LOGS AND LUMBER XI 11. WARRANTY LIMITATIONS AND DISCLAIMER A dip treating solution may be prepared by mixing five (5) parts water to one (1) part BORA-CARE® (5:1) . This will result'in a stable solution containing 9% active ingredient. Bundled wood must be stickered in order to allow the solution to cover all wood surfaces. Logs and/or lumber should be submerged in the solution for at least one (1) minute or until all entrapped air has escaped. Protect treated wood from rain or snow for at least 24 hours after treatment. XI. TREATMENT OF WOOD IN CONTACT WITH THE GROUND A BORA-CARE® treatment to wood In contact with the ground or soil has a limited lifespan and will require periodic reapplication. Protection may be extended with the use.of products such as JECTA®. XII. APPLICATION RATES TABLE A. Dimensional Lumber 1 Gallon of Diluted Minimum Amount of Lumber Size BORA-CARE® Diluted BORA-CARE®to inches) Will Treat Up. To: Treat 1000 Lineal Feet 1 x 4 1,200 Lineal Fee 0.8 Gallons 1 x 12 400 2.6 2 x 4 600 1.6 2 x 6 400 2.6 2 x 8 308 3.2 2 x 10 240 4.2 2 x 12 200 5.0 4 x 4 300 3.4 4 x 6 200 5.0 4 x 8 150 6.8 4 x 12 100 10.0 6 x 6 133 7.6 6 x 8 100 10.0 6 x 10 80 12.6 6 x 12 68 15.0 Because of varying conditions affecting use and application, manufacturer warns buyer that these may impair or vary the results or effects of the use of this product. In any event, complete prevention of decay or insect infestation is not guaranteed. Neither the manufacturer nor seller shall be liable in respect to any injury or damage suffered by reason of the use of this product for a purpose not indicated by the labelorwhenusedcontrarytothedirectionsorinstructionshereonnor with respect to breach of any warranty not expressly specified herein. Buyer accepts this material subject to these terms and assumes all risk of usage and handling except when used or handled in accordance with this label. It is not intended that this product be used to practice any applicable patent, whether mentioned or not, without procurement of a license, if necessary, from the owner, following investigation by the user. BORA- CARE® and JECTA® are Registered Trademarks of NISUS Corporation. MADE IN THE U.S.A. TABLE B. Panels, Siding and Plywood 1: 1 or 2:1 dilution ratio) 1 Gallon of Diluted Minimum Amount of Thickness BORA-CARE® Diluted BORA-CARE®to inches) Will Treat Up To: Treat 1000 Square Feet 1/ 4 1,600 Square Feet 0.6 Gallons 3/ 8 1,067 1.0 1 / 2 800 1.2 3/ 4 533 1.8 1 400 2.6 TABLE C.. Round Logs 1: 1 dilution ratio only) 1 Gallon of Diluted Minimum Amount of DiameterBORA-CARE® Diluted BORA-CARE®to inches) Will Treat Up To: Treat 1000 Lineal Feet 6 167 Lineal Feet 6.0 Gallons 8 96 10.4 10 61 16.4 12 43 23.4' NOTE: The numbers listed above are based on an application rate of one (1) gallon of BORA-CARE® solution to 400 board feet of wood. 0 RP0R A 2 CFJ IF1ATION100 Nisus Drive Rockford, TN 37853 800-264- 0870 www.nisuscorp. com National. Evaluation Service, Inc. ®> 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041-3401 ® Phone, 703/931-2187 Fax: 703/931-6505 tNTERfVATIOIVAL website: www.nateval.org CODE COUNCIL,. NATIONAL EVALUATION REPORT Report No. NER-617 Copyright © 2001, National Evaluation Service, Inc. Issued October 1, 2001 BORA-CARE® TERMITICIDE, INSECTICIDE AND The instructions within this report govern if there are any conflicts FUNGICIDE between the manufacturer's published installation instructions and this report. NISUS CORPORATION 215 DUNAVANT DRIVE ROCKFORD, TENNESSEE . 37863 800-264-0870 nisus(d-Wsuscorp.com www.nisuscorp.com 1.0 SUBJECT BORA-CARE®Termiticide, Insecticide and Fungicide 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Protection Against Termites 3.0 DESCRIPTION BORA-CARE Termiticide is used to provide protection against subterranean termites. BORA-CARE is a Federal EPA registered Termiticide that is applied to wood surfaces by spraying, brushing, and injections and prevents infestation of subterranean termites. BORA-CARE kills the termites through ingestion. The active ingredient in BORA-CARE is Disodium Octoborate Tetrahydrate (DOT), which is a mixture of borax and boric acid. BORA CARE utilizes a patented formulation of this mineral salt DOT) and glycols. to penetrate and protect the wood. When BORA-CARE is applied to bare wood, it penetrates the wood and deposits DOT. Diffusion of BORA CARE into the wood continues after application until there is uniform distribution of the active ingredient in the wood member. BORACARE is water soluble. When fresh wood with no sealants is treated with BORA-CARE, the borate penetrates completely through the wood member, therefore, the wood member is permitted to be cut after treatment is complete. 4.0 INSTALLATION 4.1 General BORA-CARE Termiticide is installed in accordance with the manufacturer's published installation Instructions and this report. Applicators of BORA-CARE shall be trained by the Nisus Corporation and shall be licensed pest control operators. The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. 4.2 Appllcation BORA-CARE is a concentrate that must be diluted with water before use. The dilution rate is one part water to one part BORA- CARE for all pretreatment applications. Prior to dilution, BORA- CARE is a thick viscous liquid similar in appearance to honey. When diluted and mixed, the solution has the same consistencyaswater. BORA-CARE is applied by spraying, brushing, and injection. BORA-CARE is not a restricted category pesticide, but shall be applied by a professional pest control operator in accordance with local, state, or federal pest control regulations. BORA CARE is clear and odorless. All wood surfaces shall be treated according to label directions when protecting the structure for subterranean termites. Pretreatment for subterranean termite protection consists of treating a two foot band of wood around the perimeter of a structure containing a crawl space or basement when the wood comes into contact with the foundation walls or support piers. This treatment includes the joists, headers, sills and subflooring areas. Pretreatment of a slab on grade structure consists of treatment of the sill plate and two feet up on the wall studs and wood sheathing. On wood where access is limited to one or two sides of wood members such as sills and plates on foundation walls, apply two coats of solution to exposed sides, allowing for a minimum of 20 minutes between applications.. Pretreatment is performed at a point during the construction process when the greatest access to all wood members is available. Typically at the dried -in stage of construction when all structural wood and sheathing is in place yet prior to installation of insulation, mechanical systems, electricalwiring, and plumbing. 4. 3 Protection from Water Since BORA-CARE is water soluble, ..treated wood shall be protected from rain and snow. For long term protection, exterior surfaces shall be coated with a water resistant paint or stain. Interior surfaces exposed to repeated moisture contact, such as shower stalls, bath houses, etc. shall be protected by a water resistant paint or stain. This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No Independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically_ does not make any warranty, either expressed or implied, as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. Page 1 of 2 Page 2 of 2 Report No. NER-617 6.0 IDENTIFICATION Each container of BORA-CARE® Termiticide, Insecticide and Fungicide covered by this report shall be labeled with the manufacturer's nametand or trademark and this National Evaluation Service evaluation report number, NER-617 for field identification. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature, specifications, and installation instructions. 6.2 Test report, lab test of BORA-CARE treated wood and untreated wood exposed to subterranean termites, Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, University of Florida, Document No. IRG/WP/1504, April 2, 1991, by Nan-Yao and Rudolf Scheffrahn. 6.3 Test report, lab test of oral toxicity of BORA-CARE against Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, IFAS, University of Florida, May, 1993, Masahiko Tokoro and Nan-Yao Su.. 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the code official, shall be submitted at the time of permit application. 7.2 BORA-CARE shall be applied by applicators trained by the Nisus Corporation and shall be licensed pest control operators. 7.3 BORA-CARE shall be installed in accordance with the manufacturer's published installation instructions and this report. 7.4 In areas where a soil treatment/barrier termiticide treatment is required by the applicable code or local code official, BORA-CARE is applied only as a supplemental pretreatment and is not a replacement for required treatments or barriers. 7.5 BORA CARE was evaluated only forresistance to subterranean termites. 7. 6 7. 7 6. 4 Test report, January 1997 Progress Report, 57 months exposure, field evaluation of BORA-CARE treated wood 7.8 the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6. 5 Test report, January 1998 Progress Report, 73 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L: Amburgey. 6. 6 Test report, January 2001 Progress Report, 110 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6. 7 Test report on efficacy of BORA-CARE applied to OSB, plywood, pressure treated wood and FRTW, June 12, 2000, Mississippi State University Forest Products Laboratory, Dr. Terry L. Amburgey and MS. S.V. Parikh. 7. 0 CONDITIONS OF USE The National Evaluation Service Committee finds that the BORA- CARE® Termiticide, Insecticide and Fungicide described in this report complies with or is a suitable alternate to that specified in the 2000 International Building Code© with 2001 Supplement, the 2000 International Residential Code© with 2001 Supplement; the BOCA National Building Code/1999, the 1999 Standard Building Code©, the 1997 Uniform Building CodeTM, and the 1998 International One- and Two- Family Dwelling Code subject to the following conditions; BORA- CARE is water soluble and shall be protected as noted in Section 4.3 above. BORA- CARE has not been evaluated as a treatment for resistance to termites on LVL products. This report is subject to re-examination on a periodic basis. For information on the current status of this Evaluation Report, consult the NES Product Evaluation Listing or contact the NES. ONE BY WOOD BUCK BYOTHERS CAULK BETWEEN WINLXDW FLANGE & WOOD BUCK CONCRETE IX MASONRY OPENING BY OTHERS EXTERIOR FINISHBYOTHERS PERIMETER CAULK BY OTHERS FIANCE TIDE - WINDOW FRAME HEADER 1 EXTERIOR WINDOWHEIGHT FLANGE TYPE WINDOW FRAME SILL PERIMETER CAUL BY OTHERS ONE BY WOOD CEIi TRAL KGRMA- R.G.-A-K (lSHIMAsREObBUCK8YOTHERS SEE NOTES) INSTALLATION. ANCHOR F3/1S' DtA. TAPCONI SHOWN BUCK VA01H -tbL, 4. SHIM 1 1/4' MIN. EMBEDMENT SHIM AS REO'b SEE NOTES) Vr4r Y U+IA. iiA-ia e WF- A AL V rtFN V M TYPE SPACE MAX I v e C YUS FEECAULKBETWEENWFLANGEINNOWFRAME WOODBUCK-k JAMS G cDNCRETE MASONRY OPENING OR MASONRY BY OTHERS OPENING BY OTHERS Q INSTALLATIONd Q 1 ANCHOR BED - TAPSHOWN EMBEDMENTdPERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK 6: WINDOW WIDTH MAS•Y OPENING BY OTHERS SPACE MAX EXTERIOR CAULK BETWEII IfDOW FLAN- EXTERIOR WIWOOD. BUCK FINISH - SECTION. 2 BY OTHERS WINDOW C SUCK E1lRDI E HEIGHT JK 2 511:1. STOOL THERS BOTHER$ YWINDOWHGTJF G COMPARATIVE ANALYST CALL WINDOW DESIGN PRESSURE SIZE INCHES CAPACITY IN PSF 7F;F.G WIOTH/HE1GH7 EXTERIOR INTERIOR SIZE 12 1316 1nx 20 Is X 35 3n W 75 6o 669 FA 14 10 toXIb6n5654548FA14+4 t4+ 5 161nX 54 6n 16 to x 55 6n 57 6 F.G 1s 161/6 x 53 45 4525 FG Is T9 t % n 40 40 IHI 1H3 26 1/2 x 2.6 26 1/2 X 35 3A 61 51 - 51 5B FIG F,G 1H426Sn X BD 5/944 42 44 42B B1N4+41H4+5 26 1/2 X 54 6n 26 in X 55 6n 41 41 B F.0 FA 1N5251/2 X 63 40 40 B FG 1. 30X2 26 x30 1/2 x 26 40 µbe F, G 3OX3 30 1/ 2 x 35 3/t F.G 3OX4 30 ,nx50AA40F•0 3OX444 445 30 1/2 X S4 0/! 30 X 55 6n 40FA 30X5 1/230toX63403ax523x 37 X 30 3n 1 40 MB GFA FA ._ 2437X506n37X64 6n 40 40 B F,0244-4 FG24+5TX956n4040a826FAW37 X6337Xn 4a26 4a k 6 4a % >a 3/ 6 45 40 B BF.6483! F.04a50F,G45 45x503/6 40 40 B B FA.M.I494+6 X546/ 6 4a X 55 6nsD B B F.GJUf,C.HJ 4a6345 X5340403233n. ix26 531n x 35 3n 45 4Q 45 40 BB FA34. 53 ,n x 50 sn 40 .:1.- M 0 4 9 F.FG,.H JI 344434+b53 1/0X 54 6/940 53 to % 55 6n 4Q 40 6. F,C.H,i.. 35 53 in X 63 40 40 B F 36 53 t X 72 40 b B. 1) NrffRE WATER RESISTANCE TEST REWRENENT OF 15% OF DESIGN TAM APPUES, POSITIVE DESCH A - H - I 1. 0A05 vnr i eELIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE; OF 5.0 PSF ACHIEVED N. TEST. 2) INSTALLATION: FLANGE FRAMEWINDOWINCONCIETEORMASONRYOPENINGUSE3/15' DIA TAPCON 1 ANCHORS OF SUFEICMIT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMEM INTO SUBSTRATE AT LOCJ,TIONS Q V SHOWNON CHART. 1 334))j SEE ELEVATION FORKEY TO TAPOON LOCATIONS CAULK BETWEEN WINDOW FLANGE A1I .SEA FKTORRY APPUED INSTALLATIONTENTLi TO PR RIDE 3/4' MN. EMBEDMENT INTO V/000 FNIX AT k PRECAST SILL WITH VULKEAI OR E La.AT- 0 N5) IF EXACT WINDOW HZE IS NOT LISTED IN ANCHOR CHART; USE ANCHOR OUMI Ty BY OR USTID Y6TH NEXT OTHERS P SILL AADHESIVE CAUUC BY OTHERS APPROVED EQUAL LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REOb. SECTION 1 VIEWED FROM EXTERIOR rENFPAI HDTES, a1'O67F 1) SHIM AS REC'0. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. ANC. ALLOWABLE SHIM STACK TO BE 1/ 4. 2) WINDOW FRAME MATERIAL• ALUMINUM ALLOY 6063. WB.YEC.N t6nB51o6. TZ 7= • P.D. box Illlu • ld_ 11 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS. SILL MUSE BE ATTACHED TO THE SUaSTRATE WITH VULKEM 116 ADHESNE CALLUS• OR APPROVED EOWL .. 4) APPUCATION OF VUUDM 116 ADHESNE CAULK. AT FRAME SILL -MUST COMPLY WTEH sEmANT ASSEMBLY DRAWING MANUFACTURER'S RECOMMENDAMONS. 14+40/1540 TDL SINGLE HUNG WINDOW 5) USE LATEX CN1U( FOR PERIMETER SEAL MOUND EXTERIOR OF WINDOW RANGE. .B) CLASS THICKNESS MAY VARY PER THE REOUIREA W S OF ASTM E1300 GLASSCHARTS.SINGLE GAZING IS SHOWN. LNSULATING GLASS IS ALSO QUNJFIED. '7) GENERALALUMINUM, 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES 7D - tnoLA- THE 1540 INSUUTxS GEAsS sNCLE HUNG SERIES. Z_D ATE srw oN10 26/01 g GEN-OD PREPARID or. PRDBum TEC+N0IODT OCR#, 250 IHIERHATIOYL PHI•. SINE 250. WATHWW; ROUDA 77145 PHOIE 4W 605-D.765 FM 407 5 CAULK BETWEEN WOOD INSTALLATION ANCHOR BUCK k MASONRY OPENING BY OTHERS 3/16• DIA. TAPCON BUCK WIDTH 1/i MAX. SeNu SPACE SHIM AS REO'D 1-Ir AIN. ONE By W000 BUCK BY OTHERS CONCRETE OR MA.OPENING SEE NOTES) EMBEDMENT BY DINERS Srau AS REO FLANGE TYPETI. WINDOW FRAME 4 CAULK BETWEEN SEE NOTES) JAMB WOOD BUCK k CAULK BETWEEN d MAS'Y OPENING WINDOW FLANGE BY OTHERS , A: WOOD BUCK GLAZING Iu 1-1/4- MIN, 3% fi DIA, INSTAL APCON EMBEDMENT C 1/4• MAX. SPACE ONE BY WOOD BUCK BY OTHERS STUCCO BY OTHERS PERIMETER CAULK BY OTHERS GLAZING WNDOWHEIGHT EXTERIOR PERIMETER CAULK BY OTHERS SHIN. EXTERIOR \ CAULK BETWEEN PERIMETER CAULK INDOW FLANGE BY OTHERS WOOD BUCK WNDOw WIDTH OR CONCRETE OR MASONRY OPENING BY OTHERS NOCAW FRAME SECTION 2 3TUCCO HEADER BY OTHERS BUCK WINDOW nElcryT WTH. FLANGE TYPE WNDOW FRAME SILL ED2WINDOWHHGF. FG MARBLE SILL. STOOL BY OTHERS PRE - CAST SILL CAULK BETWEEN WNDOW FLANGE BY OTHERS h PRECAST SILL WTH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL SECTION 1 ELEVATION VIEWED FROM EXTERIOR 1w—/ elzz-vL F.ATE pwrm CENTRAL FLORIDA R.O.A.F. I MANUFACTURER NAME: aspicRm- Aujmiru OFNERAI NOTES' MASTER FE'E I) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH 10A0 BEARING SHIM, MAX• ALLOWABLE SHIM STACK TO BE 1/4% 2) WINDOWFRAMEMATERIALALUMINUMALLOY 6063. 3) TSILLSitE SUBSTRATE WIBE INDVULw p 7DOw LSP/EFANGE TCu7LK OR3wPPROVED EDUALBEATTACHEDTO4) APPLICATION OF VULKIM IIS ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEXCAULKFORPERIMETERSEALAROUNDEXTERIOROF WINDOW FLANGE 6) GLASS THICKNESSMAYVARYPERTHEREQUIREMENTSOFASTME1300CLASSCHAR- OSITIVE DESIGN T) WHERE OARS WILL WATERFIE-9ITATO TESTPSF DUE TO NCE TEST YDTERTESTPRES*ESSURE OF 6.0 PSF PAVEDIN TEST. B) INSTALLATION: FLANGE FRAME WNDON IN CONCRETE OR MASONRY OPENING USE 3/16' DIA TAPCON ANCHORS OFSUFFICIENTLENGTH,TO PROVIDE YIN. 1-1/4• EMBEDMENT INTO SUBSTRATE AT LOCATIONS SMOVNONCHART. 9) SEE ELEVATIONFORKEYTOTAPCONLOCATIONS. 10), INSTALL /BSCREWSOFSUFFICIENTLENGTH -TO PROVIDE 3/4' YIN. EMBEDMENT INTO vF00D BULK AT ALL OTHERFACTORYAPPLIEDINSTALLATIONHOBS. If FACTORY APPLIED HCiS ARE NOT PRESS -IT. B SCREWS SHOULDBEPLACEDATMAX. 6" FROM CORNERS k MAX. 24 0.0 11) NEXTACT WIND St .W SZE ISTHETAIISTED HAAN TE DESIGN PRESSURE REO' D. OR pUMNTITr LISTED PATH 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TC- THE 1550 SEPJES. ID01 A. Cm*, Rd. • ca romm. TX 75066 • PA: A— 6T9012 • Ddk[L TS 75: oAAWNc Dts I — INSTALLATION. C•ETAIL SERIES 1450/1550 FLANGE PW BB N/A D,, t C a. A K —MA BY ;ECN _ t^'tt/ 0•, .B GEMC''_ I SHEATHING CAULK BETWEEN FIN SHIM AS REO•D. BY DINERS h $HEATING SEE NOTES) B INSIIALATION ANCHOR I- MIN. FIN TYPE CREW SHOWN (7YP.) EMBEDMENT WINDOW FRAME - EXTERIOR JAMB FINISH 2 % WOOD BY OTHERS BY OTHERS PERIMETER CAULK UBYOTHERS— B INSTALATION ANCHOR SCREW SHOWN (TYP.) 2 X WOOD BY OTHERS CAULY 'ETWEEN SHEt S @ FIN BY 0....RS T' MIN. EMBEDMENT FIN TYPE WINDOW- I SHIM AS REOb.— FRAME HEADER (SEE NOTES) SHEATHING BY OTHERS f— WINDOW WIDTH EXTERIOR FINISH BY OTHERS EXTERIO FXT RIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH.7 _ ANCHOR (TYP.) 0 D 0 O' O FIN TYPE WINDOW SILL STOOL . 0 0 2 FRAME SILL BY OTHERS 24' at / MAX..(TYP.) p O EOUALLY SPACE WINDOW .. ANCHORS (TYP.) HGT. a 0 o / 0 PERIMETER CAULK - BY OTHERS SHIM AS REVO. O r0 0. O O 0, 6- MAX. (TYP.) SEE NOTES) IN SCREW INANCHOR SHOW 2 X WOOD ANCHOR SHOWN BY OTHERS TYP.) CAULK MAX (TYP.) CAULK BETWEEN MNDQW FIN e ELEVATION EXTERIOR SHEATHING FINISH MIw VIEWED FROM EXTERIORBYOTHERSEMBEDMENT - SHEATHING SECTION 1 BY OTHERS 1). SN•M AS REOT). ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO -BE 1/4-. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHARTS- SINGLE GLAZING ISIS SHOWN. INSULATING CLASS IS ALSO OUAUFIED. 6) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15X OF DESIGN LOAD APPLIES POSITIVE DESIGNLOADSWILLBELIMITEDTO40.0 PSI' DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST- LOADS mSIALLAIION: FIN FRAME "NOON IN D rRAME OPENING WIN IWO By WOOD STUM USING0.090 IN. DIA NAILS OR d6 SCREWS UrSUFFIdE T LENGTH TO PROVIDE MIN. I' EMBEDMENT WIG SUBSTRATE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR pUANiTY LISTED "IN NEXT LARGER SIZE9) GENERAL ALUMINUMS 1140 SERIES SINGLE HUNG 15 SHOWN. THIS PRINT ALSO APPLIES TO 711E 1940INSULATINGGLASS' SINGLE HUNG SERIES 1 •IA 1001 V ErosbT Rd. • CcITAnm TX RODS • PA. 9a 519M • WAS' TE A... ecMsn•a• ASSEMBLY DRAWING SERIES. 1140/1940 TO- SINGLE HUNG WINDOW on... 41 c•.a 4wBBN/A cna. aK 11/05/01 $ I GEN-001 SHIABYC CAULK BENIN EXTERIOR FINISHBYOTHER PERIMETER BY OTHERS i FIN TYPE WINDOWHEADER i GLA27xcSEE EXTERIOR I FIN TYPE WINDOW IIFRAMESILL PERIMETER CAULK —/ BY OTHERS EXTERIORFINISHBYOTHERS CAULK BEHIND FIN 1' MIENBED.N1 SHEATHING BY OTHERS SECTION 1 vINBDV WIDTH IiA• MAx. SHIM SPACE 2 x BY won BY 07HERS SHIM AS REO•D. I 2 x WODBrOTHERS C(JMPARATIVE ANALYSIS 8 ANCHOR CHART rCB INSTALLATIDII FIN TYPE WINDOW FRAME JAMB V V SIZE DESIGN PRESSURE N0. OF KB TCRE VSREQUIREDINFRAME NO. OF 0-099 D10. NAILSREQUIRED1NFRAME ANE— SCREW INCHES) CAPACITY IN PSF EA JAMB HEAD L SILL B EA JAMB GLAZING MIN. EMBEDMENT v]DTH/HEGGM EXTERIOR INTERIOR HEAD t SILL E 2 2SHIMASRCQ'B SEE NOTES) - 20 a 30 40 40 22- 2 2 7- 20 x 40SO 40AO 4040 2 2 3 2 3 114' MAk, T 20 x0a 30 a 30 4D40 440 2 2 . 22 2 3 HIM SPACE 30 a 40 40 40 3 2 3 30 x 50 40 40A 2 2 60 40s0 40 2 3 WINDOWHEIGHT 2. MA) WINDOWHEIGHT SILL STOCK. BY OTHERS SHIM AS REO•D. 114' MAX SN18 SPACE KB INSTALLATION ANCHOR SCREW 2 x WOOD BY OTHERS 40x 30 a0 x a0 E%TERICW a0 X SO 40 x 60 SO x 30 PERIMETER CAULK SO k a0 BY OTHERS SO a SO SO a 60 KB INSTALLATION a 1 ANCHOR SCREW EXTERIORFINISH CAULK BEHIND FIN BY OTHERS SECTION 2 SHEATHING BY OTHERS WINDOW WIDTH 0 0 0 0 0 C o o / ° 2 EQUALLY SPACE ANCHORS (TTPJ c 6• MAX, CTTP.) 0 0 0 0 0 0 6' MAX, (TYP.) FLEVE VIEWEDFROMOMEXTERIOR440 3 3 3 4 0 a040333SAO4 4 40 40 2 a 3 40 40 3 3 4 4 40 40 3 3 3 A S se AO 4 40 4pCENTRALFL® RIODA R. ®.A.F. MMAWACTURER NAME: CEA/ER> 1rL Q/T/MtN.U./'/ MASTER FILE # , x ' OS)TIvE WATCR LOADSRIE ESISTANCETBE LIMITEDTO REKENT A PSI, ME15Z or SIGN TOWATERTESTS PRESSURC64 PSF ACHIEVED IN TEST. 2) INSTALLATION- FIN FRAMEWINDOWiNWOODFRAMEOPENINGWITHTWO BY WOOD STUDS USING 48 SCREWSOFSUFFICIENTLENG7MTOPROVIEMIN1' EMBEDMENT INTO SUBSTRATE OR 0-099 IN, IA NAILS. 3) IF EXACT WINDOWSIZEISNOTLISTEDINANCHORCHART, USE QUANTITY LISTED WITH NEXT LARGER SIZE. 4) MAIN AS X. ALLOWABLE SHIM STACKTOEACH TO REINSTALLATIONANCHOR WITHLMDBEARIIiG SHIM S) WINDOW FRAME MATERIALS ALU`1iNUM ALLOT 6063. 6) USE LPTCX CAULKBCHINDWINBOVFINATMEAD, SILL L JAMBS• 7) USE LATEX CAULKFORPERIMETERSEALAROUNDEXTERIOROFWINDOWFLANGE. B) GLASS THICKNESS MAYVARYPERREQUIREMENTSLEASTNE1300GLASSCHARTS, SINGLE GLAZ.. IS SHOWN, INSULATING GLASS ALSO WALIFIED. 9) SERIES WINDOW,PICTURE WINDOW IS SHOWN -THIS PRINT ALSO APPLIES TO 1900 SERIESPICTURELUkiWlW. C-* Rd. • Cortaim, TB 7m• P.O. Bm 619022.Oetlos, li 7! p•a'v4G IKxON• TM INSTALLATIONDETAIL SERIES 1100/ 1900 FINPVvN )1 AI SL BB N/A cnw o•sC BY ECM _ 03/85/ 02 B GENOOFF By OTHERS CAu,K BETWEEN WINDOW FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENI BY DINERS EXTERIOR FINISH By OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE - WINDOW FRAME HEADER WINDOW EXTERIOR HEIGHT ONE By WOOD BUCK IT DINERS 1) SHIM AS REQU. A7 EACH IN$IALLATION ANCHOR USING LOAD BEARING SHY. MAX. ALLOWABLE SHIM STACK TO BE 1/arINSTALLATIONANCHOR2) WINDOW FRAME MATERIAL: ALUMINUM ALLOT 6063. r/ 3/16' IA. TAPCON 3) USE LATEX. CAULK BEMRO WINDOW FLANGE AT HEAD. SILL h JAMBS. I A) USE LATEX CAULK FOR PERIMETER, SEAL AROUND EXTERIOR OF WINDOW FuwGE. SHIN AS RVYD 5) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF AS7M E1300 GLASS CHARTS. PSF. SEE NOTES) 6) DESIGN PRESSURE CAPACITY OF WINDOW L INSTALLATION 1S LIMITED TG AOD 7) FOR INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR MASOWT OPENING. USE3/16' DIA. TAPCON TYPE ANCHORS or SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS W MAX. FROM CORNERS L 24' O.C. MAX. BETWEENB) BUILD DOWN.AROUND CURVED PORTION OF WINDOW FRAME TO HE ENGINEERED BY OTHERS. I-]/-- HIM. d EMBEDMENT BUILD Do"" MUST BE OF SUFFICIENT STRENGTH TO ADCOUATELY TRANS•ER LOAD FROM WINDOW TO THE STRUCTURE. 9) ELEVATIONS SHOW COMMON CDNFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF TNT$ PRO UCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS T SHE M SPACE IN'CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER FIiED WINDOW FRAMING SYSTEM. CENTRAL FLORIDA B.O_A-F. M CIRTIFACTURM Nam: MASTER. ER. Y` YBAICJ # 7? GLAZING DTP. SEE SOTED BUCKHEIGHT SHIN AS REO'D SEE NOTES) FLANGE TYPE WINDOW FRAME SILL UK by r OTHER$T BY TWOOD PERIMETER CAULK _ OHERS 1/ A' NAX. SHIN SPACE a a EXTERIORFINISHGG BY0TN[RS CAULK BETWEEN WINDOW 1-1/A' MIN FLANGE L WOOD BUCK EMBEDMENT CONCRETE OR INSIALLATIUM ANCHOR MASONRY OPENING 3/16' DIA 7APCOTI BY OTHERS CAULK BETWEEN WOOD BUCK L MASONRY OPENING BY OTHERS SECTION I 1 WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR j j n T 7i-4-fL. 1IV MAX. iIlOIWIDTHSHINSPACESHIM AS REO'D I -I"' MIN. SEE NOTES) f EMBEDMENT RANGE TYPE I CALLK BETWEEN WINDOW FRAME WOOD BUCK L JAXB MAST OPENING a BY OTHERS 4 LAIWG < 11P. ]MST ALLATION ANCHOR fGLE 1Kmal(I 4 3/)V DIA TAPCON ONE BY WOOD PERIMETER CAULK MUCK HT OTHERS BY OTHERS CAULK BETWEEN EXTER113R FINISH WINDOW FLANGE BY OTHERS - WOOD BUCK NKtiAM vlDix MASONRY OPENING SECTION BY OTHERS WINDOW WINDOW HEIGHT HEIGHT 2 I I 2 WINDOW WIIITH ELEVATION VIEWED FROM EXTERIOR Vii: tEv TOO, W. QN1DT Rd.• Cm Wwi, TY 7S0• P.0. Ba: 6f9027.OBBes.TD7S36f iRAvIMG DE$CRPTIMINSTALLATION DRAWING ONE BY BUCKSERIES 1450/1550' DESIGNER PICTURE WINDOW BB/ AMIXIrv4 MICR alCN _ 3/20/02 B I GEN-0025 SNE AMWG BY OMERS CAW( BEHIND FIN EXTERIOR FINISH BY OTHERS PERIMETERCAULKBYOTHERS FIN TYPE . FRAME HEADER I' MN EMBEDMENT GLAZING (TIP.) --FXT IOR SEE NOTES FIN TYPE — FRAME SILL PERIMETER CAULK J BY OTHERS is INSTALLATION ANCHOR SCREW (TYP.) EXTERIOR FINISH — BY OTHERS CA1..K BEHIND FIN - SHEATHING BY OTHERS BUILD DOWN BY OTr_RS Is INSTALLATION ANCHOR SCREW (TYP.) SHIM AS REOD. SEE NOTES r MAX. HINSSPACE WINDOW HEIGHTMNDOW HEIGHTNO^ I) DESIGN PRESSURE CAPA07Y OF !MNDOW @ INSTALLATION S 40.0 PSF. 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WTH TWO BY WOOD STUDS. USING 0.099 IN. DIA NAILS. PLACE .099 NAILS 6' FROM CORNERS MAX. III 6' O.C. MAX. BETWEEN. 3) FOR INSTALLATION OF FIN FRAME WINDOW w WOOD FRAME OPENING NTH TwoBYWOODSTUDS. USING /B SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I IN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6' MAX FROM CORNERS 4 2,'O C MAX. BETWEEN. SmuASREO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWA13E SHIM STACK TO BE 1/4 WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. - 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL k JAMBS. 7) USE LATEX CAULK FOR PERucETGR SE;k AROUND EXTERIOR OF WINDOW FLANGE- a) GLASS THICKNESS INY vARY PER THE REOUIRELI€NTS OF ASTM E1300 GLASS CHARTS. 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEEREDBYOTHERS. BUILD. DOWN MUST -BE OF SUFFICIENT STRENGTHTOADEQUATELYTRANSFERLOADFROMWINDOWTOTHE STRUCTURE TO) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMITUSEOFTHISPRODUCTTOTHESETWDCONFICURA?IONS. THIS SHEETAPPLIESTOALLCONFGURATIONSTHATCANBEuMuFACTUREOFROM THE T100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. -vR11Dri B•O•77 CENTRAY MANUFACTURER NAME: STER FII+E' # a2F MATERYYLESHIMAS REO'D. I FIN TYPE FRAME JAMBGLA21NO (TYP.) SEE NOTES A MAX. HqHM SPACE TWO FRAMING OTHERS . T'. Mw EMBEDMENT SNEAIING BY OTHERS 4C_ALNXBEHINDFTNEXTERIORFINISH By OTHERS FxTERMR Is INSTALLATION ANCHOR SCREW ( TYP.) WINDOW WIDTH PERIMETERCAULK BY OTHERS SECTION 2 I. - WINDOW WIDTH . f 1. 0 HEIGHT O 1 2 I/ A' MAX. SHIM SPACE MM ASREO' D. ELEVATION SEE NOTESELEVATIONVIEWEDFROM EXTERIOR VIEWED FROM EXTERIOR 1' MIN. 3 X FRAMING . EMBEDMENT BY OTHERS IpOi K. CroTh • Carte6M. TY 15006.PD. Bm 619M.0a6m. R. 75DI A -- FIN INSTALLATION DETAIL SECTION DESIGNER SERIES 7700/7900 PICTURE NANOOw SIB N / A can o. rc °"' I.rXM I {% ^AlE sxMIREMsuIN 11 02 B GEN oCN 3eIEa3/ / CAULK BETWEEN WOOD BUCK &MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHER CAULK BETWEEN WINDOW FLANGE WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHER EXTERIOR FINISH BY OTHER BY OlRER CAULK WINNOW FRAME HEADER OWHT EXTERIOR FLANGE .N TYPE SILL FRAME PERIMETER CAULKBYOTHER ONE BY WOOD BUCK BY OTHER INSTALLATION ANCHOR BUCK WIDTH I I - AaT 3/16' DIA TAPCON EMBEDMENT FLANGE TYPE 1/4-SHIM SHIM AS REO'D. SHIM AS REOTT WINDOW FRAME SPACE MAX. (SEE NOTES) SEE NOTES) JAMBCNCRETl . 0 OR MASSONRYEOPENING4 BY OTHER 1 1/4- MIN. p EMBEDDMENT INSTALLATION ANCHOR y 3/16- DIA. TAPCON PERIMETER CAULK Q CAUL( BETWEEN BYOTHERSIWOODBUCKA1/ 4- SMIWINDOW MDTH MASONRY OPENING SPACE MAX. BY OTHERS . EXTERIOR CAULK BETWEEN EXTERIOR WNDOW MANGE BY O7KER WC104'BUCK BUCK HEIGHT SfCTION2 ANCHOR (TYP. I r H —\ J WINDOW B HEIGHT PRE CAST 4LL BY OTHERS CAULK BETWEEN YANTH FLANGE A k PIE CAST SILL WI1H WLKEY SECTION T 116 AHEAD 5 CAULK SI SCHNEE SEAL 116ADHESIVE8500ADHESIVESEALANTNO7E5: 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SMM. MAX ALLOWABLE SHIM STACK TO BE 1/4 2) WINDOW . RAME MATERIAL: ALUMINUM ALLOY 6063 3) USELATEXCAULKBEHINDWINDOWFLANGEATHEADANDJAMBS.SLL MUST BE ATTACHED TOTHESUBSTRATEWITHVULKEM116ADHESIVECAULKORAPPROVEDEOUALA) APPLICATIONOFVULKIM116ADHESIVECAULKDRSCNEE—MOREHEAD 8500 ADHESIVE CAULK AT FRAMESILL. MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION. 5) USELATEXCAULKFORPERIMETERSEALAROUNDEXTERIOROFWINDOWFLANGE6) GLASS THICKNESS MAY VARY PER THE REOLIREMENTS OF ASTM E1300 GLASS CHART SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO OUALFIED. 7), GENERAL ALUMINUM'S 1490 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1580 SERIES MODIFIED SUDER INSULATING GLASS. 6) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WNDOW N CONCRETE OR MASONRY OPENING USE 3416' dATAPCONANCHORD< SUFFICIENT LENGTH TO PROWOE MN.1-1/4 EMBEDMENT INTO SUBSTRATE AT LOCATIONSHOWNONCHART. 9) SEE CLEVATIGHS FOR KEY TO TAPCON LOCATIONS 10) INSTALL FB SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MN. EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED NSTALLAMON HOLES WHERE 7APCOKS ARE REO'D. 11) F EXACT WNDOW SIZE IS NOT US7ED N ANCHOR CHART, USE ANCHOR QUANTITY LISTED WTH NEXT LARGER VZE. WINDOW WIDTH ELEVATIONVIEWED FROM EXTERIOR_ o3-7rrol- COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHARTI WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES CAPACITY IN PSF REO'D. IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 110 RA A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 HA A,G 24 x 48 40 41 36 x 12 40 85 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 40 40 H,K A; B F,G 48 x 12 40 77 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 I.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.. A,G 72 x 24 40 40 H,K A,G 72 x 36 40 4G H,K A,G 72 x 42 40 40' H,K A,B,F,G 72 x 48 40 40 H,K A,B,F.G 72 x 55 40 40 H,K A,B.C.D,F,G 6k? MANUFACTURER . NAME: MASTER FME # 8 MkINSTALLATiON 7590E. WaImp9972.kmLU 75M1 DWG. MASONRY W/ ONE aY 13UCK S 1430 MODIFIED HORIZONTAL SLIDER WINDOW A 3/ 40/ p2 pEN0027 WTdX:1 naolm• ce.'. m waw..,e..r ... >un ra ,K.,.roW •.oAo. yr.s •-O.L l•N) 4m-axs •... l•eN s SHEATHING CAULK BETWEEN FIN SHEATHING 2 X FRAMING BY OTHER & SHEATiNG BY OTHER - BY OTHERS 1- MINAULK BETWEEN j9 SCREW :NSTALATION EMBEDMENT - 1/4' MAX—uqxSHEATHING & FIN 5MINI .A REO'0 SHIM SPACE BY OTHERS ANCHOR (TYP:) 2 X FRAMING (SEE NOTES) EXicRICR FINISH Er OTHERS BY OTHERS FIN TYPE - t'MIN. WINDOW FRAME 'EMBEDMENT PERIMETER CAULK 1/4- MAX. JAMB BY OTHER SHIM SPACE -'• r /8 SCREW INSTALATION FiN TYRE ANCHOR (TYP.) viNOCW SHIM AS REO'DFRAMEHEADER . (SEE NOTES) WINDOW WIDTH EXTERIOR FINISH BY OTHERS WINDOW ExTERiO PERIMETER CAULK HEIGHT BY OTHERS EXTER10R FIN TYPE - SECTION 2 WINDOW 6 MA%.(TYP). FRAME SILL EDUALLY SPACE 6" MAX.(TYP) ANCHORS (TYP. IYOTHER0& J BSSTOOL PERIMETER CAULK' I t SKIM MAC. BY OTHER SHIM SPACE SHIM AS REO'D ISCREW (SEE NOTES) WINDOWIN \ INSTALATION \ aNCI-OR (TYP.) 2 x FRAMING HEIGHT \\\\ BY OTHERS \ ExTE'<:OR F:NISr rBYO--HERS CAULK BETWEEN r COMPARATIVE ANALYSIS do ANCHOR QUANTITY CHART WINDOW SIZE DESIGN PRESSURE 18 SCREWS REDD. .099 NAILS RED . INCHES CAPACITY IN PSF IN FRAME IN -FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT Qc SILL JAMB & SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40. 2 1 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 2 3 3 5 48 x 12 40 77 3 2 4 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 4B 40 40 3 3 4 4 48 x 55 1 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 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 4 3 7 4 72 x 55 1 40 1 40 1 4 3 7 C. WINDOW FIN & d.a•.IV 7H A LA FLOWDALLJLY•'V.J:'Ye iiFeSHEA-i1NG SHEATHING 2 BY C°HER 1" MIN. _ EMBEDMENT - UAC MUM: SECTION 1 AN GE :' Rs_ NOTES: 24' O.C. ' MASTER LE 1) Sim V AS REO•D. ADJACENT TO EACH INSTALLATIOK ANCHOR NITH LOAD MAX.(TYP). _ !MASTER FM Y BE: RING SHIM MAX. ALLOWABLE SHIM STACY TO BE 1/4'. 11 2) WtJOW FRAME MATERIAL ALLOY 6063 WINDOW INC 3) USE LATEX CAULK BEHIND YANDOW FIN AT HEAD ,SILL & JAMBS ` 4) USE LATEX CAULK FOR PERIMETER SEAL ARCrJND EXTERIOR OF VANOOW FF AME. 5) GL-SS THICKNESS MAY VARY PER THE REOU12EMEYTS OF ASTM E1300 ELEVATION , SL\.XE GLAZING IS SHOWN. INSULATING CLASS IS ALSO OUAUFIEO. a •1 L S r f• 1001 V. CnabT LL • Crnvllel:. D ISWi •FA. 1. !IEEE •Oro. TE 7M 6) DRaMNG APPLIES TO INSTALLATION OF FIN FRAME NINSJW W W= FRAME OPENING VIEWED FROM EXTERIOR'.'• ••'-.. YA-- TWO 9Y MOOD STUDS S-USING 099 01 dA N'A._S O_ 6 SCREWS OF SUFFICIENT c.., LE\3-H TO PR.VIOE MN. EMBEDMENT INTO SUESTRA-_ INSTALLATION. DRAWING WOOD FRAME STRUCTURE 7) IF :!ACT WIND?W SIZE IS NOT LISTED N CHART. -;SE AACHOR QUANTITY LISTED WITH v, SERIES 1150 /1960 MODIFIED HORIZONTAL SLIDER N= LARGER SIZE. 8) cE =:AL ALUM•NWA'S I190 SERIES HORIZONTAL, EV-]r :S SNOvw. THIS PRINT ALSO DRw C..KO SAVE AF-. ES TO 7r_ 1960 NSULATING CLASS HDRIZWo--AL SL:DERSERIES , BB N/A DAr[ ORN —.sea Q3 ' T- • R. RR l 03/11/02 I GEN-0023 PArt sril RFWPbI b HNe. ep R ee9uC rtD+In00: We. ife .rtN.eww •"• WT m. .[.:••ee J.AO. aaa•f •-PR (b:7 Mn-CYa IA. IeT/1 C-4N1 OWL; NV: GEN-0452 6A d% MULLfON II I DIE NO. 1445 INSTALLATION I I I MULLION II I ANCHOR ANCHOR it I TYP.) BRACKET I MULLION ANCHOR 4+ . INSTALLATION BRACKET — .' NTRAL '® ANCHOR MAC' UAC TURER a (TYP.) WINDOW $ tERFRAMEJAMB I E # SEE NOTES i v ° ' ° TYP.) #8 SELF TAPPING ° a ° #2 & #3 a SMS (TYP.) SUBSTRATE MULLION DIE NO 1445 SECTION B-B NOTES: C T I 0 N A — / 1) .MULLION INSTALLATION TO MULLL SINILSGLEAPPLYHUNG AOND OR ALUMINUM DOWSO SIDEDIEBYoSE1445WHENUSED LJ EXTERIOR w ELEVATION SIDE. 2) IN MASONRY CONSTRUCTION, ATTACHMULLION IL0THT00ABHIEVEE N1/4"3 IN.,, DIA: CONCRETE SCREW ANCHOR OF EMBEDMENT INTO CONCRETE OR MASONRY.ING 3) IN WOOD UFFAME FICENTOLTHRTOION, ATTACH 0CHIEVE 1-3/8"MIN TO EMBEDMENT OD10 SCREWS OF S FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. FAR ENERAL ALUMINUM CORP. r` CARROLLTON, TEXAS VERTICAL MULLION INSTALLATION DETAIL 1445UMINUMTUBEMULLIONDIENO. DRN: JS APRVD- --ElL 02"- - SCALE: HALF • MATL: - - - - -0452 PREPARED Sr. .PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW. FLORiDA 32746 PHONE 407-805-0355 FAX 407-505-0586 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 96.000 106.260 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 P763.000 189 124 70 29 20 2. 000 189 1 124 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 -r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION ANDDO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT 8APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020039 12- Ian-2002 01- 1201 A 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 W500 37.000 48.000 53.125 26.000 1609 1497- 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 279 220 200 180 164 162 54.625 268 211 192 172 156 153 55.625 204 158 143 127 112 1.08 63.000 153 11.7 106 92. 79 76 72.000 CHART APPLIES ONLY TO MULUON #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH. AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THI&CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCA77ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 80543651 FAX 407 806tM CA020122 FEB.19, 2002 02-0217 . GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 if 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 & APPIJCA17ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020123 FEB. 19, 2002 02-0217 a MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP.) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET - MULuON DIE NO. 1446 SECTION A -A TT— MULLION DIE N0. 1446 II I II i I INSTALLATION ANCHOR TYP.) v ° SEE NOTES a ° ' #2 & #3 a ' 4 SUBSTRATE A A SECTION B-B CENT FLORIDAA B. O. A. o ,F • 5L g B MA ACritU l'rt A + ` •' • L1 EXTERIOR ELEVATION 4'F-1VQ?,4 ALVM(A)OAll'• MASTER 1FIL E # 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 ALUMINUMCOR P . SIDE. CARROL.LTON. TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" FIN VERTICAL MULLION INSTALLATION DE TAII_ DIA, CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1 4' MIN. TITLE: EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA. ---- 11 DRN: APRVD: _— DATE 3/1?i"r_ SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO If S. DWG Na FRAWNG. WT/FT: ---- scALE: HALF MATL: _--- GEN NONE 407-805-0365 FAx 407-8+5'03?3PREPAREDBY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW. FLORIDA 3274o rcHiR t— DOOR WIDTH : 1 /{' MAX. SHIM SPACE INSTALLATIONSCLaT[CN SHIM a' RE•D•D INSTALLATION ANC:-2JR By BY WOOD RB SCREW tSEE NOTES) aH SCREW _ irl/B MN Hr OTHERS TWO H WOOD SHEATHING - EMBEDMENT By OTHERS BY OTHERS CAULK BETWEEN OOP FLANGE - TWO BY WOOD SLIDING GLASS L &FLTN1NG BY 071•KR$ ODOR FRAME CAULK BETWEEN JAMB HOOK STRIP L SHEATHING SLIDING GLASS DOOR SHIM AS REO'0. HODK STRIP 1/4' MAX. CSL.E NOTES) SHIM SPACE J INSTALLATION ANCHOR LEMBED' MIN. RB SCREW EMBEDMENT EMBEDMENT ZTEMPERED GLASS CAULK. BETWEEN . STUCCO CTYPJ - DOOR FLANGE OR SIDING S- SHEATHING - BY OTHERS SLIDING GLASS _ DOOR FRAME SHEATHING PERIMETER HEaD . B7 OTHERS CAULK B7 , . SHEATHINGOTHERSPERIMETER - By OTHERS TEMPERED GLASSCAULKBY - STUCCO OR SIDING OTHERSTEMPERED ORUSIDING fTYPJ By OTHERS GLASS (TYP.) BY OTHERS SLI ING GLASS DOOR r+ Try ^ ` •t. _ INTERLOCK . DOOR EIGHT SECTION B-B HOOK STRIP DETAIL LO fDT4 vDE1Z5 _ . 1 t 2 98 t STM.L AL. +LSCREWI ALLOT 606E2) AD II/STAL INTO 1 SCREWS HOST DE OFFICIEMT LENGTHANCHOR TO ACHIEVEf SY CNDEDMENT EMCEE' INTOLENGTH T tACHIE E HI IMTFCDWNT rCNIKS AT SILL nAT DE 6STFT[CICNT LEI$TN TO ACHIEVE HIN C!IRCOKMT lT I-V+- INTO NA,.OMT DR cOrGRETC . Ol INSTALLATION ANCNOR CNAaT ON saa U THIS SHEET. - . 1 USE SILICONIZED ACRTLIC CAUL' SCHIND ODOR fLAHGE AT HEAD L JAMBS- Sf uSE S0.1[CN[Zt0 ACRYLIC CAULs i1R PCRIKTER SEAL AROUND ESTCRtOR TI D(LIST61VCRACTCCDRSIZEISNOTLISTEDINAKHOICHART. IISC ANCNOa pUANTTTT LISTCD VflN NEXT SLIDING GLASS / / LARGER i5 fT71 THE /MICROSE ITGN S DOORS REO'6ppNG •FRAME Tl Ctll POCKET DOD: SIZES USE CLOSEST ITPA$S . SIZE L 1. [GYRATION SD iD45NE0 TENiIIGKACFINSTALLATIONAKl®tS. W IRONY OF /ODIC S70.R AS SHOWNSILL —Y1 T B B ID GLASS iNIcT= HAT VARY PER FoLREKNTS OF ASTN C1000 GLASS CwutTLRIDOORuNiTlIAMtoUSINGTCHPE10GLASSINSINGLEGLAZEDORINSULATDIGGLASS- 11 10) J+MR /SILL CORNERS ARE TO SE TEALED vITN / SHALL JO1NT O. SEALCR. D I t0 SHIN AT R£0'DAT EX YAi lg' INST ALLATIOH AK.ML nA2 ALtO ML TNIM STA(}t TO !< i/A'. S. 121ALLINSTALLATIOIANCICRSMUSTK1OtCOaaSIO_NRETIStANT wTERIN.G J lb CONEIWIATllS2 ARE AS TED a A:c cCHAWIr TaSAL. OF '"" SLAP VER INSTALLATION h, • ° IN HOT ALL (3PICURATIONS LISTED +DOVE ARE S110— DN THIS Ma 'NG ` G VitON EXTERIOR ELEVATION SECTIONS 'A -A', w'R' L W30K STRP $TAIL APPLY TO INSTALLATION EM.3_ DMENT CILORW IIAT[lM D ° I1/{' M;N. I}) TLO 11 TIMCRS IOW SCRIES S.SDITG GLASS DOER S SHOWN THIS PRINT /LSD APPLIES TO A - 2 PANEL DOOR SHOWN 2000 SERIES AND }oo SCRICS. c EXTRUDERS REVS DESCRIPTIONDATEINI ( L a R T D / LIBEgALLT APPLY \ 1 INT. INC. SaMFORII FL. CAULKING UNDER SILL H Iu CDR OR SE. SELL. BED INS7alLATICNPANCDiTITLE: SLIDING GLASS OF ans Du. TACON D INS TALL=. iIuN WITH €8 SCREWS SECT -ION A. — A I DPAWN BY: B8 APPROVED BY: ATE: p Ft 1 2t 02 1 t"C.d"'EGiISC-LE: Ni: — JDhG #fLT:.r.: EF 1 -T-u:- aTu I 8 SCREW INSTALLATION ANCHOR .CHART.. NOMINAL DOOR QUANTITIES IN HEAD b SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP ASIZEAND DOOR SIZE 1!P Tp t6 PSF ip 61 PSF Tp I UP Tp tE PSF TO 61 PSF TO 70 PSF UP TO a5 PSF a6 PSF Tp 60 PSF 61 PSF TO 70 PSFCONIZETIt7Nt5PSFEOPSF70PSFa5PSFEOPSF 4 4 4068 Xx, OX, XO 48 X 80 6 6 6 8 6 4 4 q a 5068 xx, OX, x0 60 X 80 6 6 6 8 8 8 4 4 4 606E XX- 0X, XO 72 X 80 _ 8 B 8 8 8 8 4 4 4 8068 XX, OX. XO 96 X 80 10 10 l0 8 8 8 e 1006E XX OX XO 120 x 80 6 6 10 10 10 5 5 5. 5080 XX, QX, XO 60 X 96' 6 8 8 10 to t0 S 5 5 6080 XX, OX, XO 72. X 96 8 10 10 10 10 5 5 5 8080 XX, OX, XO 96 X 96 10 10 10 10 10' 5 5 5 0080 XX X XO 120 X 96 ' 6 12. 12 12 6 6 6 50100 XX, OX, X0 60 x 120 6 I 6 8 8 12 12 12 6 6. 7 60100 XX, 0X, x0 72 x 120 - 8 12 12 12 . 6 7 8 XX X X 96 X 120 8 8 8 4 4 4 906E 0X0 109 1/8 X 80 12 l2 12 8 8 8 4 4 4 12068 0X0 145 1/8 X 80 14.. I l4 14 8 8 8 4 4 4 15068 OXQ I81 1/8 X •80 16-:. 16 16 10 l0 10 9080 Ox0 109 1/8 X 9 12 12 12 10 10 10 5 5, 5 12080 OXO 145 1/8 X .96 14 to t4 To 10 10 5 5 5 15080 OX 18t 1/8 X 9612 12 12 5 7 8 90100 OX0 109 1/8 X 120 12 12 2 12 12 12 5 7 120100 OX0 145 1/8 z 120 a a 4 8 a 8 4 4 4 9068 XXX - I06 a/t$ x 80 12 ' 12 12 8 4 4 4 y • • F r12068 XXX 142 5/8 X 80 14 14 la 8 8 8 84 4 4 1506E XXX 178 5/8 X 80 5 5 5 9080 xxx 106 5/8 X 96 12 12 12 10 10 10 5 5 5 12080 XXX 142 5/8 X 96 14 14 14 10 t0 10 5 5 15o80 XXX 178 5/8 X 96 6 16 1 1 1 6 7 8 90100 XXX 106 5/8 X 12Q 12 12 12 A 12 12 I 12 I 6 8 xxx 142 5/8 X 120 A a 8 e- • 8 4 4 44 10068 OXxO 119 5/8 .X 80 12 12 12 I 8 8 4 a 4 1206E OXXO- 143 5/8 X 80 14 14 14 88 8 a q 4 16068 QxXO• 191 5/8 X 80 18 18 18 1 xx 12080 xxO X 143 5/ 8 X 96 12 14 12 14 12 14 10 I 5 5 5 5 5 16080 OXXQ l91 58 X 96 t8 18 t8 10 10 1 1 b 8 1c I 12 6 1 1212 01000XX01III12. 12 12 6 7 8 160100 EXX 191 5 8 X_ 120 18 lE 1S. 1 XxxX 12068 XXXX 4 b I.le9 1/4 X 80 12 I 1412I 1612I '+ • 8 8 8 a I 4 4 a 1606E xxxx 18, 1/a X 80 16 16 8 1 1 i 10080 XXXX il 1/4 x b 12 I l2 12 I 10 I 1D I ,Q 5 g 5 RUDERS EXTRUDERS 12D80xxxxa11/a X 96 X 96 I la 16 i to 16 14 6 t0 10 5 E FLORIDA SANFORD. ': L• 16060 xxxx 189 1/4 12 i2 l2 12 5 7 IN 1'. .IN, i00100 XXXX I!, 1/4 X 120 41 1/ a X 120 12 14 12 14 1+ I 2I 122 e 7 7 8 P nT SLIDING GLASS DCr 120!0oXXXX139114X120161619j31 1p INSTALLATION"2 SCR cS 60100 XXXXBgi2/2i/01 NCHr?_ NC - ES uy cENIN J/TM'Jr ;'! 7UL' 'u < '-'SrSAME ANC-C% rN:'T:=_ sz:x CIvI_ "s NTH. nc :LExCCc7 1) FL l1n y a[.. L:T:E% CONCRETE OR MASONRY OPENING SHIM AS RE'C'D . ISE[ NOTES) By O-rERi CAULK BETVEEN 1700i CLANGS L VOOD BUCK CAULK BETVEEN WOOD BUCK LPERIMETERMAS•T. OPENINGAULKBT, BY OTHERSOTHERS STUCCO --7 BY OTNiRS INSTALLATION ANCHOR 19 SCREW ITYP. vHERE— TAPCDNS ARE NOT REO'DJ SLIDING GLASS DOOR FRAME SKL o , A INSTALLATION ANCHOR 3/16' DIA. TAPCA-.N INSTALLATION ANCHOR RB SCREV (10. VHCRE ONE PT WOOD 1APCONS ARE NOT REO'DJ PUCK BY OTHERS I EMBEDMENT I SLIDING GLASS DOOR FRAME 1/4• HAS. JAMB D SHIM SPACE LSLIDING GLASSDOORFRAME MEAD TEMPERED GLASS (TYPJ' DOOR HEIGHT D e EMBEDMENT A d D A I LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR Or CONCRETE 3/16' DIA. TAPCON SECTION A -A a TEMPERED GLASS T YPJ PERIMETER CAULK BY OTHERS S.G.D. VIDTH IF 1/4' MAK SK1N SPACE 1 1/4' MIN. I•'—"-EMBEDMENT I I ONE BY VOOD BUCK BY OTHERS CAULK BETVEEN G VOOD BUCK L HAS'Y. OPENING BY OTHERS SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR 3/16' DIA. TAPCON 0 CAULK BETVEEN DOOR FLANGE L VMD BUCK CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR CAULK BETWEEN 3/16' DIA. TAPCON WOOTD BUCKOPENILNGMAS. 7, BY OTHERS C CAULK BETWEEN SLIDING GLASS DOOR NOG STRIP L NOOK STRIP . V VOOD BUCK 1 1- 1/4' MIN EMBEDMENT Q Q BY WOOD BUCK BT OTHERS STUCCO BY OTHERS A, B.O.A.i.7EMPERED GLASS — CTYPJ SECTION B4ANUFAC .LIR:E RSLIDING GLASS DC1OR t• , _. a J( . INTERLOCK MASTER FILE # HOOK STRIP DETAIL Af N DOOR MATERIAL• ALIMIXUM ALLOT 2 . 2) TAPCSRI tTPE 1KsjALLATD]M AN1LT)DiiNutt tt Of 21ff1[7CN7 LENGTH TO ACNIEVL lOtt EMBEDMENT or1-1/4• INTO MASONRT OR CONCR[TC. bALTCRNNTCIAPCONUNSTALLATId7NIS (RENT TO BACK IN All fRME MEMKRL a) lA Cd A.CKW CNART d DACK S THIS TNEIT. S) USE SILICOMIZED ACRYLIC [AUU[ KMIND DOOR fLANGC wt HEAD L JAMIL 6) USE SILICONIICD KRTLIC CAULK "T PERlMC7CR ttAL wRO1N0 Ei7CRICR 6 DO00. qT1T) IF EXACT DOM SIZE IS NOT LISTED 1N ANCHOR C.I. USE ANCHOR-1-7I71 LISTED VITM NEST LARGERSIZE. FOR SIZES APPROPRIATEI"A PRESSURE RC7L R) FOR POCKET DfDt SIZES USE CMOOK S IYPASS DOOR ftZC L CO.RLASS 7d TO'fIM1SNED .DPENIN4 PLAC[ IAKONS. IN yFRONTVA 7 MOOK STRIPAS S.OMN GLASS 7XICKNESSIEDMARTPERDESIGNATEDREQUIREMENTSOFwSTNCi700GLwiT CMARTI ID> ALLfACTORTAPPLIEDMRCSNOTttSIGNATEIFOR7APNY .70 VOOD SHOULD KFILLED VI7n KB SERE VS 3 9 or SuffIC1ENT LENG7N 10 RWIK MINT S//' CHIC DN[NT iNTO MOOD SUCK. to DOORWITisAPPROVEDUSINGTCMPERCOGLASSINSINGLEGLAZEDORIMULAT114Ca.wSi 12)' .NMI /SILL CORNERS ARC TO tt ttALED VITM A SMALL JOINT SEAM SEALER 13) SHIM AS RED'D. AT EA. SET Of INSTALL AN[MdNS MAK SI-T LE SHIM STACK TO K 1/.'• 14 1ALLINSTALLAtIdA.KMO12 MUST tt MADE E6IROS Id RE;:ST ANT .IATCRIKS. 1 3) ICGURAl1dSREPRESEMIS ASpSTD d ANVING EMOR CNARIPdSLACKOrCHISK7.ISSNEEDLEwPRpMCOArIL) NOT ALL COWIGWATIOMS LISTED ABC ARE SHOWN d 7-IS DRAWING. MOVEVCR INSTALLATION EXTERIOR ELEVATION SECT WIDNS •.-A', •I -I• L NOOK STRIP OCTAL APPLY TO INSTALLAnd OF ALL APPRDMED S. 2 PANEL DOOR SHOVN CNST LL ONE I IT) INSTALLONEIAPCTPIINEACH PAIR or "ACTOR" APPLIED IM.:ALLw7Id MOLLS UNLESS NOTED GTNERVISE ONANEMCRCHART. Sa SACK or 7MIS SLEET. tWS PRINT ALSO APPLIES TO IR) FLORIDAEXTRUDERSlowSERIESSLIDU.0 GLASS DOOR 12 SNOOK 2000 SERIESANDSooSERIES ' REVI DESCRIPTION I DATE JINI [" j P I D A INT.EXTRINC.PSSANFOP.D y (TIrI. E SLIDING GLASS DOOR INSTALLATI N WITH TAPC NS BY - DRAWN BY: 3g I APPP.OVED BY: f11 Icr. l r. tJTC nM r - r. rMnn 1+) Yr TAPCON ANCHOR CHART NOMINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DOOR UP TO 46 PSF TO 61 PSF TO UP TD 46 PSF TO PSF 61 PSF TO 70 PSF UP Tit 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSFSIZEANDSIZE CONFIGURATION45 PSF 60 PSF 70 PSF 45 PSF 60 4068 xx, OX, X aS X 80 3 3 3 a 4 4 3 3 3 4 4 a 5068 xx.. OX, XO 60 X 80 3 3 3 4 a 4 3 4 5. 606E xx, Ox, x0 72 X 80 4 4 4 a 4 4 4 3' 4 5 8068 XX, OX, X 96 x SO 5 5 5 4 4 10068 xX Ox XO 120 X 80 6 A 7 (ol ) 4 5 4 5 4 5 4 5 6 5080 XX, OX, X0 60 X 96 3,' 3 3 5 5 5 a 5 6 6080 xx, OX, XO• 72 X 96 4 4 4 5 5 5 4 6 6 S080 xx; Ox, x0 96 X 96 5 5 5 5 5 5 4 6 6 xx OX X 120 X 96 6 A 7 6 6 6 5 6 7 OX, X 60 x 120 3 3 3 6 6 66 7 8t60100Ox, x0 X: 72 X 120 4 4 4 6 6D1) X x 96 X I20 5 4 4 34 5 68 OXO 109 1/8 X 80 5 5 6 3 4 5 12068 OXO 145 1/8 X 80 7 7 9 CDS) 4 4 4 15068 OXO let 1/8 X 80 8 10( ) 4 4. 4 4 6 6 9080 OXO 12080 Ox0 t09 1/8 X 9 145 1/8 X 96 7 8 (Dl 9 S > " J SA= 5 4 6 6 15080 Ox0 90100 DX t81 1/8 x 96 109 1/8 X 120 8 5 5 6_;> + ,• 5 b'.•. 5 1 ::i1t41":i. 5 QI) 6 9 10 120100 OXO 145 1/8 X 120 7 9 ( ) 6 6 7 (D1) 6 3 4 10 505:,..,—... 4 4 4 3 4 5 1206e 80 nn,6 7 7 8 (Dl) 4 = _ x:4 3 a 580814a 5 4 5 4 6 6065565 5 5 5 4 I 6 6 12080 XXX 142 5/8 X 96, 7 8 (DI) 9 (D2> 5 4 6 6 15080 XXX 178 5/8 X 96 8 O 5 5 6 8 10 90100 Xxx 106 /S X 120 5 6 6 b 6. 6 j 17 6 8 I t0 120100 xxx 142 5/8 x 120 7 na 1( 3' 4 5. 8 OXXO 119 5/8 X 80 6 6 7 (DI) a 4 4 3 I 4 I 5 1:2068 OxxE. 143 5/8 X 80 7 7 8 CDI) a 4 4 3 4 5 8 OXXO 1915/8 x 80 9 10 61) 12 (D3> 4 4 4 4 b b UXXU b 7b I b• 6 7 D1) 5 5 I> 5 4 I 6 6. 12080 DXXO 143 5/8 X 96 7 8 cD1> 9 tD2) 1 5 a 6 6 16020 OxxO 191 5/8 X 95 9 n) is C) 5 5 I 17 I I I10I ((D7) 6 DI) 6 8 10 160100 OXXO 191 5/8 X 120 10 (D1) 113 04) 16 6 1 XXXX 4.X r 16 4 4 4 4 4 I 3 4 5 12068 XXXX I 141 1/4 X 80 7 7 8 (D1) 4 4 3 4 5 16068 xxxx 189 1/4 X 80 9 cDt) to cD2) I 12 (D4) 4 4 10080 xxxx 11 1/a x x b 6 i cDi) r55 662080 xxxx - 141 1/4 96 7 8a(Dt)) S (D25) 9 5 a 6 6 16080 xxxx 189 1/4 X 56 9 cDll J 6 6 D.1) 6 S l0 100100 XXXX 117 1/4 X 120 6 7 D1> 6 6 7 (DI' I6 II 8' 10 Ico100 xxxx 141 1/4 x 120 11998 DI). 10 D31 I6 b 7 (DI) 8 10 I60100 XXXx 1/4 X 120 i0 (D2) 113 (DS) 15 (D7) I 1 FEB ro c 24 ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATIONHOLE. '1)1- THRU 'D7' DESIGNATES IN WHICH SIZE L CONFIGUP. EATIONS TWO TAPC13NS ARE REQ' D. 2) ' DI' MEANS, INSTALL TWO TAPCONS IN ONE SET -OF INSTALLATION HOLES. 3) - D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) - D3' MEANS, INSTALL TWO TAPCONS INTHREESETSOFINSTALLATIONHOLES. 5) ' D4' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) - D5- MEANS, INSTALL TWO TAPCONS IN FIVE. SETS OF INSTALLATION HOLES. 7) ' DG' MEANS, INSTALL SEVEN TAPCONS IN SIXSETSOFINSTALLATIONHOLES. 8) - D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD b SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT`TO INTERLOCK OR BUTT STILES IN HEAD a SILL. B: SECONDLY, AT EACH END OF HEAD 8 SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS IN HEAD 6-SILL OTHER THAN AS LISTED IN A 6 B. 10) LJAMBS SADDITIONALN OF HOUL BEPRIORITIZEDNIN AS FOLLOWSI A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY, AT EACH END OF JAMBS NEAR HEAD L SILL CORNERS. C. LOCATIONS 1N JAMBS OTHER THAN AS LISTED IN A 8 E. FLORIDA INTRINC S C"L T^", SLIDING G': ASS DOOR TAPCON GLASS CHA21 CIVIL TSi •C • i : - _ SANFORD. FL. B3 - 01/14/ 02 N_T.S. ck cFL:xOO=: C k b GENERAL ALUMINUM CORp RATION VERTICAL MULLION .DESIGN LOAD CAPACITY CHART FLANGE VERTICAL S.H. SIZES ALUMINUM MULLION, DIE #1446 WDW, WTM, > 19.125 26.500 30.500 37.000 48.000 53.125 WDW. HGT. V 26.000 758 705 705 705 705 705 38.375 293 243 229 220 21.9 219 50.625 138 109 101 91 85 85 64.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 27 23 22 72.000 .45 31 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 CA020035 SUITE 250 JAN. 11, 02 HEATHROW, FLORIDA 32746 01-1201 PHONE 407 805-0365 / FAX 407 805-0366 44 rq GENERAL ALUMINUM CORPORATION FLANGE VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1446 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 ONLYTO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020036 SUITE 250 HEATHROW, FLORIDA 32746 JAN. 11, 02 01-1201PHONE407805-03651 FAX 407 805-0366 SEE NOTES ~, DWG No= GEN-0453 2 8. #3 ID a MULLION INSTALLATION ANCHOR ANCHOR P BRACKET _ s TYP.) WINDOW FRAME SILL 8 SELF .TAPPING P CTYPJ SMS CTYPJ MULLION INSTALLATI NANCHOR BRACKET v ANCHOR TYP.) a MULLION DIE NO, 1447 _ _ ---- a PR6) B. ej.. SUBSTRATE v. ACT ER NAME: IOLNON G DIE 1447 IrICIt L l..V 1-7/8' WINDOW HEAD E'ER FILE # v a FRAME TYP.) SECTION B-B D SECTION A — A NOTES: T MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N. 1447, WIND WS HEAD TO SILL. EXTERIOR WHEN USED TO MULL SINGLE HUNG AND OR PICTURE 2) IN MAS NRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. CONCRETE SCREW ANCHOR F SUFFICIENT LTH. T ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS 3 ENT. ACHIEVE MIN. EEINTO WOOD FRAMING. 4) MULLION ATTACHMENT'INSECTIflN B—B IS TYP. AT JAMBS GENERAL ALUMINUM CORP.. r"; CARROLLTON, TEXAS FIN HORIZ NAL MULLION INSTALLATION DETAIL TITLE' r•y:., o .,y ALUMINUM TUBE MULLION, DIE NO. 1447 a VDDATE AREPLSCAL: E BB S N3OI7/ O2 VAMATLrVT/ fTr---- GEN-0453HAL FE Ar.,r-= 7TECHNOLOGY Cam. 250 INTERNATIONAL pKVY., HEA7HROV, FLORICA 32746 PHCWE 407-BOS-0363 FAX 407-003-0366 PRfpAREh. PRAOut . cL• IY ril^rtC 2hEC' 64 rl GENERAL ALUMINUM CORP. FIN HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ. EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION WHEN USED FOR MULLING TRANSOM MULLSPAN>L_ WDW. HGT. V 51.000 59.000=..72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 197 138 129 81 74 33 30 23 21 49.625 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON'r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES.. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020040 12-Jar-2002 01-1201 D'NG NO: '4-0450 MULLION ANCHOR INSTALLATIONTION BRACKET ANCHOR TYP.) III I IIIIIII I III I MULLION WINDOW 0 DIE.NO. 1448 FRAME JAMB TYP.) #8 SELF TAPPING SMS (TYP.) I I I II I MULLION INSTALLATION ANCHOR ANCHOR BRACKET (TYP.) MULLION DIE NO.. 1448 I — SECTION A -A ° ' v ;° SEE NOTES v a ° #2 & #3 a a c SUBSTRATE A A SECTION B-B y + CENTRAiL FLORIDA B. Oo Aa F. f B N AC`' R NAME EXTERIOR ELEVATION MASTER FEAR,# NOTES:'CORP. 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. AL AL U M i N U M 1448, WHEN USED TO MULL SINGLE HUNG GENERALANDORPICTUREWINDOWSSIDEBY CARROLLTON"UTEXAS SIDE. SUBSTRATE DI IN MASONRY -CONSTRUCTION. NCHOR OFTTACHSUFFIC ENT (LOTH TOTO ACHIEVE 1 N1/4"3MIN. nT E: FIN VERTICAL MULLION INSTALLATION DETAi_ EMBEDMENT CONCRETE SCREWALUMINUM TUBE MULLION, DIE NO. 1448 EMBEDMENT INTO CONCRETE OR MASONRY.. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA. --_- DRN: JS APRVD: -_-_ DATE: 31171C.) SCREWS OF SUFFICIENT LTH. TO ACHIEVE i-3/8" MIN. EMBEDMENT INTO WOOD HALF MATL: - O G NO: GEr.-C-=OwT/FT: _ - - - SCALE: - - - FRAMING. FAX PREPARED 8Y: PRODUCT TECNNOLOCY CORP., 250 INTEfNATiONµPNNV, PlEATNROW. ilOR10A 33746 PHONE 407-E05-0185 407-!;S-C1f± t GENERAL ALUMINUM C®RP®RAnON FIN VERTICAL VERTICAL MULLION DESIGN LOAD CAPACITY CHART S.H. SIZES ALUMINUM MULLION, DIE #1448 18.000 24.000 30.000 36.000 48.000 53. 125 WDW WTH• > WDW. HGT. V 379 36.000 506 427 390 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 78 68 66 129 102 87 42 36 34 72.000 72 57 48 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 CA020037 SUITE 250 JAN.11, 02 HEATHROW, FLORIDA 32746 014201 PHONE407 805-03651 FAX407, 806-(M GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL P.W. SIZES - 43.000 56.000 63.000 72.000 88.000 WDW. WTH. > WDW. HGT. V 30.000 565 565 565 565 28.000 565 565 378 378 378 378 378 32.000 380 226 226 226 226 226 38.000 236 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 57 47 43 43 43 43 60.000 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 & APPLICATION ENGINEERING, INC. 260 INTERNATIONAL PARKWAY CA020038 SUITE 250 JAN. 11, 02 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX407 805-0366 01-1201 JTTds , 1. TESTED IN ACZii2llAtia ITH STMDAAD BUILDING CODE, OaPTER 17, TO A POSITIVE MD NEGATIVE 37.5 PSF.% , 2. CA94 NAeC9S RU*MSENT VARIDUS SECTION HEIGHTS. 3. FOR SECT ION 7' M110' DOOR 9401MN. 8' HICH DOORS HAVE FIVE SECTIONS. 4. SECTION HEIW OF 20.817. 19.00 k 16.75 ARE AVAILABLE AND MAT BE LAFD IN CDBINATION TO A04IEVE VAR IQb HEIGHT DOORS. S. DAIOSSIENT PATTERN. OF 14.50 X 20.375 SHAM. ALTERNATE PATTQiS OF 12.50 x 43.375 AID 12.50 X 20.375 ANY BE LSED. 6. TORSION SPRINGS 9.101N. EXTENS104 SPRINGS AVAILABLE. 7. USE THIS BRACKET, REF. PIN 405964-0002. ON 8' HICH DOORS ONLY. 8. WINDOW MAT BE INSTALLED IN THE TOP SECT I(N OR THE SECTICN IM,EDIATELY BELOW THE TOP SECTION. 2• X 6• WOOD JAMB 2'. X 4' WOOD JAMS OR EQUIVALENT N 405964-OD01Irp 1/4' TRACK BOLT 5/16 X 1 3/4' 5' REF LAG SCREW SCALE: 1-/8 9. THE STRUT PLACDAM ON DOORS COrSTRLICTED WITH 5 OR ACRE SECTIONS kJJST 13E rnla CONSISTENT WITH THE DOCK 9-DW,. THE STMAS FCM-74 ADDITIONAL ON THESECTIONSr CT7NAbTE' I E TO. THE STRIP PL CD,Q4T DIAESICN ALL SECTIONSLESS THN 20.812- REY REOLCED OT THE DIFFERENCE BETWEEN THE ACTLIAL SECTION HEIGHT k 20.812-. 11, SCREW P/ N 605911-0001 IS A 1/4• DIA X 5/6- LONG TYPE AS HEX HEAD AETAL SCREW 12. POST TO BE INSTALLED. ONLY »FEN HIGH WIND WAININCS ISSLIED. . 13, STRUT PLALTiAENTS CAN VARY s3-. 14. O V4TITY FOR LOGICS CAN 13E 0, 1. OR-2. N TRACK 958 END HIDE H 2.093 000 19 VIEW -D-D" 1/B• DSB 2' TRACK 9 THK (VERTICAL) i %-- LLER FIXTLRE I OPTIONAL WINDOW, DETAIL SCALE:3/32 -- SECTION "C-C" 2• x 6• WOOD JAW 2R x 4'WOOD W JAW 'D' OR E(3JSVAL ENT. SCALE: 1- LATE SHAFT 40ofiso-000:4 1 BRACKETTOP CNLY BRA(7 T I ZONTA TR 1M- a COMERBALANCE ' 73R TITTAL SPLICE IN ORTRAL TRACKAT407625-0004 TOF TOP IiRADIUS TYP 2PLCS404828-0003 D• TYP 2-PLCS 05964- 0002 407605- 0003 TYP 2 PLCS rF 404828- 0003 IND HEIGHT, OPEIIVAiRI TYP 2PLCSES, i 405964-0002 as4AFrt 18.5( H4000650-ODQI rvARlE51 TYP 3PLACES 407805-0002TYP NnNa r 046450-0003 4D4628-0003 404915-0003TYP.2 PLCS 5.00 36.00 E , B' B• STANDARD TRACK DETAIL FOR 16' 40sn1-0001 404828- 0005 P/N SGLE: 1/16• • 1- 16'-0• MAX. WIDTH- SCALE: 1/18'1• SERIES 280 TWJ 289 ARE ECUMLENT CONSTRUCTION 25CA STEEL INTERIOR ELEVATION SERIES 180 ARE. S WE CONSTRGCT ION AS SERIES 280 ONL Y 24CA STEEL AND ETD CAPS DOOMS TESTED WAS 281 SERIES. X70R WIgTH CRATER { TfIE END STILE. taLtm 94FT STRLTTS/SEC'T. I ROLLER T JM,6LOiADNaUL . (I PERKFT -HT )IE 16' 3SINALE IvIH51YERitCAL YES 2' X Z/ 16" Dt.9• 100STD.. DETAIL "F' SCALE: 1/4SEE 16' WIDE) NOTE 4 ENTER STILE N 408680-0004.5.6 3 PLCS) 9 C• 409327-0001 ec aaw Boa+ W> wx n. e..s a rR a4x, u K a..R. s tl..aa m NaYalrlra .'y'y a ra Nr alal M n Wmpm.ssn ra Odmr• INtla 4 wwl0 N1. wo m rs, i esem a rrm nrwrNmucwwNenomram. nwR K v1s rararas Pa. Wa N01 m•avra velar .+ IrtlWRQ. tl M 1•(. A" w 1 7/8" THK. SECTION 'A - A' SCALE: 114 F• LT061601-000O 4 DESIGN'LOAD 25 NSF ± z1 66 7 • -°" sIaDWW' J) TEST LOAD37.5 PSF ± 6•-0+ MAX'. HEIGHT 21.57®--- - - w` - --- 405771- OOR9 NIA I DAVID. FAW 1 02/ 191 YE o r r J , MAX t/a •Z /as 9ti/6L/LO A4Vd OI AVO HOY3 3 r„r.rr r.. w. or. enedem m »m arow0l k CJ6 " .r ereru n.ve n I La.. r.vr r, . . roln x r eeea. moor ear e" O BR/6L/LO MVd OI®AWoo 1l/N "• ••• y+sn wu a i+e mmm raww . pyQJONWH10LMa Gr-, w Ir mrrlerw Doer w amemarr m w errs r r rxyyl . b- 9L lO Us ISM 09t 9 /£ L/LO SIM yl w woes eerml rrr'fis ene a.r elor 31V1d SUMS 13315 y • . 9-0. ND1103S lbodds L000-91.9901, N/d - 5NII 1,000-6L990ti Wd ' st: / I r'.t'JNI111270-d135)t000r6LBS09 Wd S31W1 NO L000-1,1,6909 Wd VIO SL£'AMCS o0 0 ag sz •t 5912135- 09Z-fO 9 S." 09-09990f s312f35 09L NO GIs 311LS1131Wd £' Z' LO06 L9QOt 0V3H 1 1m ' GS1 OS :OVO1 01108 L-V1 ASSV 8311ON £OOO—Mi Of N/d T. e„ uw. `p' Wd W3WS f IA O01 L 09'L1000- LL6i09 SVL woO- wOcoev 1a00-COYLOf 9S' 0L' L c000-M. 971 YI30 13OVW SVOS w' 9000-MIAs x x• trllaw f 000- OSt9f0 M.= 1331S 'OIS3l1 39t•LIH ' GK3 'XXXX-S09LOf N!d t/t-£ L000-t96SOt LNIOt BYOS ' 13>URIB 'ZOOO-9660f Wd 1. L3B" TN '1NVd BdOS '13YDYi6 ' OSt910 i f9690f Wd o O 0 9L/£ f NIH VOL' t-N#YI 90t• 000 1 J 15. V > Do, 3011S '0000-L09L90 Wd 000 -- p . 9/ S t Ic O NWAL O AL/L. Z O O 0 O-S! i OZO' f000-09900f L-S} I 1 Of0' L000-OS900f LML5 M41' NI bB&,r V 1LNd irwis X- SH 0311OL1 'XXIOC-OS900t N/d Mil NIW 8/C L 1 1 I 9/L Le-.L - H101M H' =' • HI%6, NId L000- 690909 Wd VIO SlLS 0'£-j V I O 99L — I WO AAA LSSV LSOd %0-9Z£604 Wd 31V1d MDOId 01, 1100-6 MW11VA3 3 . LOM a= W01d '31V1d L000-L££60f Wd L000-LL6S09. N/d SM32D5 t F-00'S- 7 Hi M000 01 HJYi1V SLLOCI 13315oo 3ONtH 231NM ' L000-£09L01, N/d 00'9 I OOO O O 9L/f f M TNIW OLO'l--438 L000-LL6509 N/d SKRIDS C H17M MW OL H7011V S31hM O6£/ 06Z/08Z/OIL L tiD! 3WUXId 'LOB XXXX-LLLSOt Wd j.-- --91./ L Z 1 Oro O' 9L/ 6 f 0 N f+ It. N1W L60' LOOO-LL6509 N d SM9dDS Ht IM U= 01 HOVLLY 32nixld dot ' L000-661.1.0f N/d NIW 01. 0' -L, i MZi/1i1L ZiM, 901' dGVW 31V1d L000-9L£60f N/d r-00 • t—+j F - to' 9 M3LOS L10 tX9L A NOscso• Holm L I 1 o I N 8= 1 I 1` 1 ' yl7Yr Y ..Y ca MANUFACTURER Nam' HERMA oTRU® CLASSIC CRAFT' OUTSWINO &a SINGLE ANDDOUBLE WI& WiOUT SIDELTIE3 INSULATED F19ERatASs DOOR WITH WOOD FRAMES. 1THISBUILDINGDUCTCODEIS DESIGNED4DITIIONOMEET THFOR MIAMI- DARSOUTH CFLORIDACOUNTY. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ONDETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BEBEYONDWALLDRESSINGORSTUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THISPRODUCTMEET$ THE WATER REQUIREMENTS FOR MIAMI-DARE COUNTY R AE THEUSEOFBELOW. DAM BUMP THRESHOLD. SEE THE DESIGN P 6. A41AMI-DADEAPPROVED114PACTRESISTANT SHUTTERS ARE REQUIRE 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. r a uc or ce ee oor ne • ,erg ass (SMC) skin 0.105' min. t Sidelite Sheet: 0.07 min. thk. with yield strength Fr(min.)=6,000 Core design: Polyurethonefoamcore. withl.9 Ibs. density by BSF A. Ponef onsfruction: Thepanelskinisconstrictedfromo0.095' thk sheet m-a mycompound -(SMC). the interior cavity is filed with 1.9 ft. density BASF ppecfyurethane loom Thepanelfacesheetsaregluedtothe, wood slae5 and rgils. The latch andCringesidesareLW. or LSL The latch stile Much is m4m.0p3o X1.47 is the Wch reinforcement. The top and bottom rag are of a wood adrud d material. nthe double door application the no re door a tilted wit h an aWd aluminum astragal of 6060- T6 alloy Frorne Con stru-tion Theframe is constructed from finger jointed pine 1-on 4 56j wide x 1.17' thick The header is joined to the side jambs r ch ( a IS x 2.5' PfuTPs Fl /lead Mgop Scmrs The lMesl old o to sidejambswith (21 16go. 1/2 cow*+ x 1 king staples at eoeh Ze. The mullions are secures together in a sidefite oppkation using 18 1' tong PFHWoodScrew (6) xrews per each rtwl6on. The units uses an 2' fan Bumpthresholdmeosvring4.615 x . secured r CI iSAfCLpLite - LN sue is 27S' wide x 50.19' high r x 1.75' Philips Pon Head Sores- The frame are sealed with dficane coufklrg (Dow 795) to sidelae panel and to the glass Slderrte Glazing: SUC - Lip Life with the yield strength Fy(min.)= 62D0 Psi k TUC Up Lite with the yk4d st) ith Fy(min.)= 4,674 psi - OA size a 9.85' wide x 65.85' wide secured w i6 8 x 1.75' Phillips Pan Head Screws. The from ore sealed with Silicone caulking (Dow 795) to side6le pond and to the gkss. Integral Flush Glazed - Tne sidelge sash face panels on molded to receive the nsulaled Gloss. Th lass is attochedtotheside6tefacesheetswiths0konegkain9compound (Dow 79: TABLE OF CONTENTS SHEET #I DESCRIPTION 105.5" MAX. OVERALL FRAME WIDTH LL WIDTH 36. 625' MAX. 15.5" MAX • O_ >_ PANEL WIDTH W/ ASTRAGAL FRAME WIDTH i i co 1' 3, 9375" MAX. WIDTH (LV,O CO CCU ZLai ' 7. 725" MAX. D.LO. x a a WIDTH LIP LITE 5o W 2. 7.0" MAX. D.L.O. a O.MAX. oWIDTHINTEGRAL LITE O MAX. D.O. o (TP. FOR o Do St BODELITES) Ma -Cr 9 .ro oJoJ a O X X U vin W 0 N "it] aJ? OF o n n D n0 ¢ z 4 JNACTNE BfcIlltE Zi O W DOUBLE W/SIDELfTES OLffSWiNG UNR W W yn ff SINGI FOUT. Wtj UNfi OPTION 11 W/ SURFACE BOLTS SEE DETAIL A" SH7.3S74.5 MAX. OVERALL FRAME WIDTH rl MOD S 68.5' MAX. OVERALL WIDTH V W o 36.625" MAX. SEWED L2. 47j'5' RAMS MAX.ogcJoPANELWIDTH -+I FROMINTERIOR. LO. FRAMEWIDTHWASTRAGALI m 13. 9375' MAX. WIDTH JaoaO 7. 125" MAX. D.L.O. in a a O -1 a WIDTH LIP UTE a p a E-' O 7.0' MAX. D.L.O. y M 24.5" z X a WIDTH INTEGRAL LITE -r z TYP. FOR g N a ( nP) a W= a a BOTH SIDELRES) w V N 0 X O N aU-) o a Z in /L% sunanrc cor+su rrvrrs. rrac o INACTI AC SW WI WIN NiT 613.stS4 3t33t DOUBLE OUTSWING UNIT as 11/ 05/01 OPTION II W/ SURFACE BOLTS sr•,r- N.T.S. SEEDETAIL A" SHT.3 orG. er: WLN DESIGN PRESSURE RATING CHK. Ur RW WHERE WATER IN ILTRATION REQUIREMENT IS NOT NEEDED OPTION IW/OUT SURFACE BOLTS + 47.0 PSF -47.0 PSF S-Zt61 WITH SURACE BOLTS tt s ccr 1 or 9 OPTION 11 WINDJAMBER 11 ASTRAGAL +70. 0 PSF -70.0 PSF 5 :E EL 6'1 PANEL THK 0 SEE GLAZING DETAILS INTERfOR g 1.66- WIN. PANEL THK- 29 SEE GLAZING INTERIOR pmroB cd PANEL W/ HIGH DAM OUTSWING DOOR PANEL W/LOW PROFILE THRESHOLD SEE DESIGN PRESSURE TABLE) C;TU. 1 1.68, MIN. V,' PANEL THK. ul, T t.j SEE GLAZING DETAILS n 0 > Z LJ O 00 0 v) — CL 0 a: mzon0U-) o Lj SEE NOTE o mM oSHT. 4 Um to EL lu SEE NOTE SH`r. 4 E NOTE SHT. 4 OUTSWIN6 SIVELITE PANEL THE CROSS SECTION 15 SHOWN SIC CRAFT'=LW& 314' GLASS Iv 813.684-WI m I 1/5 ALL NTS Rw S-Z161 2 OF iB ASTRACAL RETAINER BOLT 8.0- LG. TOP k BOTTOM (2) BOLTS DLO Z Y AT TOP h (2) AT BOTTOM 1 N ^ 3 28 mw 0 w 08 ACTIVE N p IIIIIIIMI..,... r I illllll f (6Y 29 27 SEE NOTE 2 8SM.4 24 INTERIOR 1 SS.S. cnoN 3 O ASTRAGAL OPTION 1) n V W SEE NOTE o= 9 SHT.4 y 2 i NT 3) O MULLION 1.15" MIN. EMB. r25- MAK. SHIM 15" MIN. C-SINK RI Z Y 43 w 49m v 6 Nyn36J 0 SEE NOTE W p y 34 9 SHT.4 w •• 16 17 3 INTERIOR 3 HM7otffg CROSS SECTION 3 O SIDELRE TO BUCK QETAIL A . OPTION II SURFACE BOLTS) Cl- JF7 0 > E N O 03 C) 03 CL o=, Z 0Lot' ) ULLI 00 w O Fg— O 2 3 < 00 W(o CLE -- 813.684.3631 c 11/5/01 u L NTS o er: WLN RW 5-2161 nrr 3 or _ ! 25' MAX. SHIM SPACE 13 - XTERIOB 18 C N 0z maw 3 wEXTERIORH I b- INFERIOR 6 e" 7 8 RI RLiNTE 15" MIN. 1 HORIZONTAL CR SECTIO C—SINK 4 CATCH JAMB TO BUCK, a.. .• 1.15" MIN. NOTES: EMBED. 1:. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVETHEINSULATEDGLASS. THE GLASS IS ATTACHED TO THESIDELITEFACESHEETSWITHSILICONEGLAZINGCOMPOUND DOW 795). 2. SPACING FOR 18 x 1' PANHEAD SCREWATTACHINGTHEASTRAGALTOTHEINACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1 ", 3", 5, 18.25", 40.5'. 59.25". 74.25. 76.25' do 76.25. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE 5. THE SIDEUTE IS DIRECT SET INTO THE JAMB WITH (72) SEE NOTE 1 f8 x 2' PFH. WOOD SCREW. THERE ARE (6) AT SHT.4 EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0', 19.757, 33.5, 47.25, 61.0 do 74.7'. THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE (2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A 88 x 2' SCREW SECURINGTHEMULLIONSTOGETHERISTHESAMEAS THE PERIMETER a _ ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP nZ—i J ^ FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. V w7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK w USE A 18 x 2' SCREW. WHEN ATTACHING ul THE HINGE TO THE JAMB AND THE SIDELITE AT THE V) MULLION USE A 110 x 1 3/4" SCREW. 8. THE HIGH DAM THRESHOLD IS ONLY USED IN ANAPPLICATIONWHEREAHIGHERWATERPRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8" COVEMOLDINGAROUNDPERIMETER. THE COVE MOLDING WAS SECURED USING 1.' x 0.04" DW WIRE BRADS AT 2' FROM EACH END A MAX. OF 12' O.C. 25' MAX. 1 SHIM SPACE SEE NOTE 7 SHT. 4 2 I ONT ROSS _ ]O 15" MIN. 4 HINGE JAMB TO BUCK, C—SINK 1.15' MIN: l EMBED. Ld 34 a SEE NOTE 9 THIS S14T 3 HOR roncc qrrTION 4 ® STRIKE JAMB TO SIDELITE OoA.Fc O> CV O o0 000 ao=^ Z O r7 Lu OD o OD a moo iE 813.654.3831 skn NTS o+c. m WU cNx. er: RN ioa.nwc 5-2161 txr 4 -- SEE NOTE 3 SHT. 4 SEE DETAIL -F' SHEET 5 6" 6" 6: 3" 3" 3" 6 SH7. 4 SEE DETAIL 13 _ 'G" SHT. 5 -' TYP. SEE DETAIL H' SHT. 5 D' 51 1 I TYP. 3. 3• 3•. 6" 6" — 3' 6" 7 E SHT. 5 TYPSEENOTE - 6 SHT. 4 13 II _ SEE NOTE D. TYR IL+' 4 SHT. 4 51 52 TYP. 1 1 3' i- 3' 6" 3' 3' n J 0n T n n n ui SEE DETAIL _ G- SHT. 5 13 V) TYP. 13 - C "• TYP. EL@-- TYP. 1- i o > F' 0= CV O ID O W 0- o = I, O Z OSEENOTE t! V3SHT. 4 1 W fE 3¢co N N LU IZi SHT. 5 TYP. T \- SEE NOTE 4 SHT. 4 z H 0 N nJFLL p 0coco N w ZO VO Ul:zw UO 4J: I. SEE DETAIL H' SHT. 5 DOUBLE DOOR W/SIDEI RFS 1 SINGLE D00_R w a DRILL THRU FOR 1 1 A 0.357" BOLT DEEP ENOUGH FOR 2" o BOLT THROW SEE NOTE NOTE: USE fTEM13 A I8 x 2 1/Z" PFH WOOD SCREW TATTACHTHESTRIKEANDDEADSOLTPLATESTOTHE JAMB OR ASTRAGAL EXCEPT IN THE MULLED z euitD n SEE NOTE THIS SHT. 7 SHT. 4 SURFACE BOLT APPLICATION WITH THE SIDEIfTE USE ITEM 143 A 8 vuw+Ts. 0 13 43 STRIKE PLATE 2' PFH WOOD SCREW. 513.6843831 43 37 wi[: 11 /5/0111DETAIL "H" 0 0 RETAINER BOLT HOLES t N.T.S. 10 & OPTIONAL SURFACE wm . WLN SURFACE BOLT 80L7 STRIKE Fl.,4TE ®A Be o A.F. STRIKE PLATE l VjTJj,I!L.tJ i1H.d a«. ar: RW QFTAIL 13 43 ASTRAGAL STRIKE PLATE 5-2161 10 SOLT STRRIIKIE SURFACE SEE NOTE M , NUF A CDETAIL "E' THIS NOTE DETAIL I jrll j 1 lJ g 1 s'¢T 5 c< IF 17:1. mil i r_'',e L i"i' # / SEE DETAIL "r SHEET 5 6" 3" 3" ID. 63• 3' 3•36• 63 3. 6 I 1JSHT.5 FSEENOTE 3 SHT. 4' SEE NOTE SEE NOTETYRn3SHT. 4 6 SHT. 4 N Ci 13 on, n. N i nV a TYR DETAIL a G" SHT. 5 SEE DETAIL E' SEE DETAIL t3 TYR SEE DETAIL E" SHT. 5N N SHT. 5 TYR H" SETT. 5 j. 13 TYR in Jria SEE DETAIL -K' .M. -K• TYR SEE NOTE "G" SHE 5 51 51 ° 514SHT. 4 TYR1 t M. 1 TYP. 1 1L Typ• 1 52 TYR 3" --i 3• 63:l -- 6" 6" 6 t--il 3• SEE NOTE 3. 6" 6" 4 SHT. 4 6" 3 3• SEE DETAIL F1' SHT. 5 DOUB F DOOR SINGLE DOOR ffL5QZUM5 u FL(5RLMA BaOoA.Yo r,<yyr j' fb. `' fe ' CiJ `'i, 1 AM ° t" A ll\ 11 t . oLJ 00 o o00 a C) CC Z O U j O w O W M v w aT 813.684.3831 1: 11/6 01 un N.T.S. o. er WLN x er: RW 2161 arr 6 of £ O N 0.5" GLASS BITE 0625" THICK DOW 795 O I 0.5" CLASS GLAZING COMPOUND ZOi^jYSEENOTE1 SEE NOTE 1 BITE THIS SHT. U j LLJ THIS SHT. `^ 1/8' TEMPERED 1/8" TEMPERED 0 m 01GLASSGLASSy_ 00 e e 3 O o e ° o ° 1 4" AIR SPACE o ep p 3/4" AIR SPACE 00 ee 1/8" TEMPERED — e to EL 1/8" TEMPERED GLASS Y B x 1 3/4" PPH8 x 1 3/4" PPH N GLASS 1/4" STEEL INTERCEPT SPACER 0625' THICK DOW 795 3/4" STEEL INTERCEPT SPACER g ING DETAIL SHOWN W C z v AAS51C CRAFT SMC LRE FRAME 1 /2" INSULATED TEMPERED G49 GLAZING COMPOUND (REQUIRED FOR DOOR PANEL) o a r•ur DETA!I CHOFYN tti/ n > o weer roAFY TCM IIITF FRAME < V SIDELITES ONLY) vo zIV D625" THICK DOW 795 0.5" GLASS BITEGLAZING COMPOUND oIS us 1/8- 0.5" GLASS z_ GLASS TEMPERED a m SEE NOTE 1BITE N 1/8- TEMPERED TH4PPH S GLASS O 04O OQ 1/2' AIR SPACE1OO O it p 3/4" AIR SPACE OO /8" TEMPERED GLASS 1/ 8" TEMPERED SEE NOTE 3NTHIS SHT. g j. 8x 1 3GLASS v 4INSULATED TEMPERED G1A 5 W r N DETAILSHOWNW/ u. 3/4" STEEL INTERCEPT SPACER 1/2" STEEL INTERCEPT SPACER •CLecclC CRAFT' INTEGRAL GLAZING p 0625" THICK DOW 795 (SIDELITES ONLY) GLAZING COMPOUND c x 1' INSULATEDTEMPERED G1AS5 C.i anrJr. DETitSHOWN W/ , evuoro I RAFT T M FRAME Cor+SULTAWM. 0 SI L L ® } S o 813.684.3831 1, THE 27. 5' x 50.19" DOOR LITE IS SECURED WITH (16) JS X" 1.75' PHILUPS PAN HEAD SCREWS gT (> [j o • SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 3.0 13.75 AND 24.5' FROM THE LEFT SIDE `dJaLAL d4Ja+ yh 11/5/O1 THE SIDE STILE ANCHORS WERE LOCATED AT 3.0", 13.25'. 23,625' 33.875" AND 44.125' a NTS WLN FROM THE BOTTOMOFTHELITEFRAME. M , tA911 _ T4 TyU k cw_VAG. er R 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) J8 x 1.75' PHILLIPS PAN HEAD SCREWS W SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 2.125" FROM EACH END. SIDE STILES II ^ col w NO_ FROM THE TOP DOWN TOP DOWN AT 5.5'. 16.5. 27.5" 38.375 49.375' AND 60.375 / S_2167 3.. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED CLASS. SKM 7 or I 4.03' h Occ LATCH SLOE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1.077- —{ clmFI ITF TOP 3 BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 1.47 m CC BOTTOM RAIL OWOODCOMPOSITE c1nFl ITF RIANK SIDE STIiF 36 FINGER JOINTED PONDEROSA PINE 7.47' CC. TOP RAIL OWOODCOMPOSITE g O O L_ O O 097' --'-I F- O 4 x 4 STEEL DOOR HINGE9 39' RED OAK CAP 7 N 4O Cc HINGE SIDE STILE CORE MATERIAL: LVL OR LSLALTERNATECOREMATERIAL' PONDEROSA, RADIATA, PULA1, ELLIOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. FIT r, Dim. VARIES sue/ K40 x 1.79- PT THREAD Scnw. WAUW 014. 4.0— fonc iRWF 28 18-10 x 1 1/2' PPH PIASCREW h T DIM. VARIES N W/GLASS THK. Trw UTE FRAME u wITFA' rl kSTER 4.565' D WOOD FRAME 235 38 I C, m 4.615' 2.203' lu rn 79 OlRSWING BUMP.fACE n lMINUI!/WOOD 7HR SEHOLD 050' WALL TYP. HIGH DAM THRESHOLD 39 o> N LY N O o0 aoa zap IoLowa Q 3 Q Do i" atE_ Uad 813-684.3831 e scua: NWa.: wLNr Rw NAME . 1: s-21s1 A RT F1 or ! LoASTRAGALRETAINERBOLTc MATERIAL' C/R ROD ZINC r? - YELLOW CHROMATE 3" in N 0 N DRILL TRU FOR A JS PFH WOO DRILL TRU FOR SCREW 2PLCS .357" DIA. ASTRAGAL RETAINER BOLTS INDJAMBER 11 WR68T STRIKE PLATE I RETAINER BOLT 592" L N I R H MP ION —WLAMMMIE FOAM CELL CORE W VINYL JACKET 1.156" Nto 7 .35" --i F'— O r.OMPRESSION WEATHER'fRIP BY THERMA—TRUFOAMCELLCOREW/VINYL JACKET N N , IM AI(1 <Ji ER L AW : v 1.767" MASTER FILE # WINDJAMBER II WULT 24 ASTRAGAL (ALUMINUM -052" WAI L TYPi O En Zt jINW O rn NITS er WLN RW W rO S-2161 9 OF 0.5' GLASS 0.5" GLASS SITE SITE SEE NOTE 1 SEE NOTE I THIS SHT. THIS SHT. 1/8" TEMPERED GLASS o o 0 0 1/4" AIR SPACE 0 TEMPERED GLASS 8 x 1 3/4 PPH J8 x 1 3/4" PPH 1/4" STEEL INTERCEPT SPACER 0625" THICK DOW 795 3/4" STEEL INTERCEPT SPACER 1 /2" INSULATED TEMP R D - ASS r,IAnNr DETAIL SHOWN W/ GLAZING COMPOUND r'As-it cRAFi' TCM LITE FRAME SIDELITES ONLY) 0.5' GLASS SITE — 0.5' GLASS Y Z SEE NOTE 1BITE g /8' 8'TEMPERED 0THISSHT. V O O OO o o O Q OO 3/4" AIR SPACE O O O o o , 1/B' TEMPERED1/8- SEE NOTE 3 THIS SHT. 8 x 1 3/4' PPH 3/4' STEEL INTERCEPT SPACER 1/2 STEEL INTERCEPT SPACER - 0625' THICK DOW 795 GLAZING COMPOUND 1" INSI116IED TEMP'CIASSERED GLASS ri.e71NG DETA!I SHDWN Wl I L M 1. THE 27.57 x 50.19' DOOR LfTE IS SECURED WITH (16) 18 X 1.75" PHILLIPS PAN HEAD SCREWSSPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 3.0', 13.75" AND 24.5" FROM THE LEFT SIDE. THE SIDE STILE ANCHORS WERE LOCATED AT 3.0 13.25", 23.625" 33.875" AND 44.125' FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x 1.75" PHILLIPS PAN HEAD SCREWS SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END. SIDE STILES.. FROM THE TOP DOWN TOP DOWN AT 5.5". 16.5". 27.5' 38.375'. 49.375" AND 60.375". 3. THE SIDELTE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. 0625" THICK DOW 795 GLAZING COMPOUND 1/8" TEMPERED GLASS 3/4" AIR SPACE 1/8" TEMPERED Z GLASS N 1" INSULATED TEMPERED GLASSDETAILSHOWNW/ o -CLASSIC CRAFT' SMC LITE FRAM_ E REQUIRED FOR DOOR PANEL) 0625' THICK DOW 795 GLAZING COMPOUND 1/8- TEMPERED 4 GLASS 1./2" AIR SPACE 1/8' TEMPERED Z GLASS gn `3 -'/4"' INS AT D TEMPERED SI liSS ri e lNr nFTAl1 SHOWN W ri ecclr CRAFT' INTEGRAL GLAZING SIDELITES ONLY) H LOA o®• o CENTRAL o 11 VT TTnfir`^i' o _> I` cy N O a0 O In co n- O = t, O:ZO"j Ln O LL1 O : O 3¢OD M W FL_W BUILDING MULTANTS. INC 813. 584.3831 MG. M °YLI' ax. a RW oaMr moNo:: S- 2161 s m 7 GF 4.03• OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1.077•—{ Vi SIDELIIE TOP k BOTTOM RAIL FINGER JOINTED PONDEROSA PINE h CR I •I j CC B0 LLOMItIL COL WOOD COMPOSITE clnF? !TF RIANK SIDE__Ilii FINGER JOINTED PONDEROSA PINE r— 1.47• —1 V CC. TOP RAIL OWOODCOMPOSITE o Q 1_ I 0 0 097' --4 O 4 z 4 STEEL DOOR HINGE9 39' RED OAK CAP CC HIN •E SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE. MATERIAL: PONDEROSA. RADIATA, PULAI, ELLIOTTTi, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. III' DIM. VARI K40 . 1.79' PT THREM J SCREW. U&W OW 4.0mm ar LrrF FRM1E 28 1.375' -- j,— 1a-io . i 112' PPH PLASCREW 114o - IEi DIM. VARIES ILT) FA T72 4.565' L 11 T 0 Z 35 38 WOOD FRAME coI, 4.615' 2.203' v T rn0n 79 9LRSWING 6UMP FACE , AI UMINUM WOOD TNRESHOf 050' WALL n'P. HI(H DAM THRESHOLD 39 O co o'2 o.O=P, 0:Z Sul Ln Er O co 00 a 813.684.3831 710 owc.9Y, WLI CHK. 9r: R1i S-2161 swtET 8. OF _ RIPTI i I F 13ERCLASS 1 1• slrencth - i 3 LKIK-L-4QU 4 0: SIRE -TRU LVI OR t5l t 09 1.46' x 1.( 5 6 NOT USED POLYURETHANE FOAM (BASF, 1.91bs. DENSI FOAM 7 SHORT REACH COMPRESSION WEATHUCURIP THLTiW-TRU FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 9 4 x '4HINGE .097 THK. MA-TRU STEEL STEEL 10 10 x 3 4 LG. PFH W0O0 SCREW Fine to Frorm 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 13 NOT USED 8 x 2 1 2' LG. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED WOOD 162xINNERWOODTESTBUCKWOOD17MAX. 1 4 SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD THERMA-TRU ALUM- OOD 20 HEADER 4.565 x 1.17 ERMA-TRU PONDEROSA PINE D 21 22 NOT USED MNGE d4MB 4.565' x 1.17' -TRU PONDEROSA PINE WO D 23 KWIKSE:T TITAN 700 SERIES DEADBOLT 24ASTRAGALWINDJAMBERIIWR68T .052 WALL ALUM.G6O65-76 25 GLAZING, 1 2 INSULATED TEMPERED GLASS 26 27 NOT USED 8 x 1 LG. PANHEAD SHEET METAL SCREYY STEEL 26 PLASTIC LG' UTE FRAM SMC, THIFW-TRU . SMC with Id siren h F m,n. = 6,200 28 STEEL 29K4Ox1- PT SCREW, Ma" AAA 4.Omm K 30 NOT USED 31 32 NOT USED 1 8 K. CELLULAR GLAZING TAPE STIK-11 TAPE 33 1 x 0.04 Dl4 WIRE BRADS STEEL WOOD 34 35 3 8 COVE MOLDING BLANK WMB 4.565 x 1.17 -TRU, PONDEROSA PINE WOOD 36 SIDEUTE SIDE STRf(DEW-TRU I_S x .61 RANROSt PINE WOOD 37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 LATCH Wr8 4-W x 1.1 -TRU FUHDER05A WOOD ALUM. 39HIGHWATERDAMTHRESHOLDSILICONE40SILICONECAULK41 NOT USED WOOD 42SDEUTEIWtB0fi0MRACTRUIStxSFOId>9M STEEL 438x2LG. PFH WOOD SCREW STEEL 44316SEXBOLTSTEEL45IVES4548' SURFACE BOLT 46 C 1 - U TCM withield siren th F min. = 4,674 si STEEL 47 8 X 1-3 4 PPH SCREW FOR ITEM 28 & 46 GLASS 48 GLAZING, 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GLASS 50 CC BOTTOM PA (I.5O' x .&3' THEM-TRU t1oDD COU UNI) VMOO CDUPOSIIE 51 3 16 TAPCON ANCHORNG ELCO, 1.75 WL LC. STEEL wuno.r r,m 71. uxJ , r STEEL 6 U8.0 T ASTRAGAL RETAINER BOLT N MATERIAL: C/ R ROD ZINC n YELLOW CHROMATE 3" e C[ 1N ON DRILL TRU FOR A A PFH W0O DRILL TRU FOR SCREW 2PLCS 357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER II WR68T STRIKE PLATE RETAINER BOLT 592" 60 = N — rnN179' ION REACH CIQMPHUZMqN-WEATHERS= FOAM CELLCOREW/ANYL JACKET 1.158" I. N a7 35" t-- O COMPRESSIONWEATHERSTRIP BY THEHMA- TRU FOAM CELL CORE W/VINYL JACKET i 0- AL wyonm) N 1 MANUFACTURER NAME s 767" MASTER FILE # 24 WINDJAMBER 11WR68TASTRAGAL (ALUMINUM 052" WALL TYPJ F 6 > , I" E N O Do Ocn0W EL I O g0'^ j W u_ rr 0 : 2 3Q W a rftc. NTS rwc. er: WU we ar: RYA 5-2161 9 of 1_ f`' `1 i i` J;_eiylit"illi',yti; lea if'Li: `1! ,C• MANUFACTURER NAME. THERMA oTRU® CLASSIC CRAFT- INSWING 6-8 SINGLEAND DOUBLEWild WiOUT SIDEUTES. INSULATED FIBERGLASS DOOR WRH WOOD FRAMES, GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MLAMI-DARE COUNTY. - 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MIAMI-DADE COUNTY. 6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE. 7. SIDEUTES ARE AN OPTION AND CAN BE USED 1N.A SINGLE OR DOUBLE CONFIGURATION. J RES)DENTIAL INSULATED FIBERGLASS DOOR Common to all frome conditions) Door Sidelite Leaf Construction: Face sheets Door Panel; Fiberglass (SMC) skin 0.105" min, thk., Sidelite Sheet: 0.07" min. lhk, with yield strength F (min.)=6,000ECoredesign: Polyurethane foam core, withl.9 Ts. dYensity by BASF. 1 r n: The ponet skin is constructed from a 0.095" thk. sheet ono Ing comI MC). The interior cavity is filled with 1.9 tbs. density BASF nalyurethane foam. The panel face sheets are glued to the wood sWq and rrppils. The latch and hinge stiles are LVL or LSL The latch stile which is 4.03 X 1.4TisthelatchreinforcenKnt. The top and bottom rail are of a wood cwrmte material. In the double door application the inactive door is Fisted with an extruded aluminum astragal of 6060-T6 alloy. Frame Construction: The lrome is constructed from finger jointed. pone measun .365 wide x 1.17' thick. The header is joined to the side jambs with (3 /8 x Z:5' PhiFps t Naiad. Screws. TlIe threshold i rs pined to side lambs with (2 16go. i crowd r 2 king staples of j each side. The mullions are secur together in a si, ife appiirnton using /8 2' long PFH Wood Screws (6) screws pal each mylGon. The units uses anInuringSaddlethresholdmeasuring5.75 x 1.548 . Door Glom1y+ , SMC Up Ufa - OA sae is 27.5" wide r 50.19" high secured 700 /a x 1.75" Phillips Pon Head Screws. The frame are sealed with silicone caulking (Dow 795) to sidelite panel and to the glass. Siderite C4ozina:.SMC Up Life with the yieM strength Fy(min.)= 6,200 psi do TMC Lip Life with the yield strength Fy(min.)- 4.674 psi - GA sizes 9.85' wide x 65.85" ride secured w 16 8 x- 1.75' Phillips Pan Head Screws. The frame ore sealed with silicone caulking (Dow 795) to sidefite pond and to the gkrss. Integral Flush Glazed - The sidelife sash face panels art molded to recent the insulated pass. Th1olassisattachedtothestelefacesheetswithsiliconegWingcompound (Dow 795 NTS TABLER&GENERAL SHEET / N 1 TYPICAL ELEVATIOL NOTES2VERTICALCROSS 3 HORIZONTAL CRO4HORIZONTALCRO& NOTES5ANCHORINGLOCATIONSTAILS 6 ANCHORING LOCATIONS & DETAILS 7 GLAZING DETAILS 8 UNIT COMPONENTS 9 BILL OF MATERIALS & LINT COMPONENTS o,, -p 37.5' MAX. r.OVFJ2.ALLih'10,TTi :- ---->--- 36" MAX. PANEL WIDTH n Uwx f 24.5" MAX. aD.L.O. TYP.) J K f3 O f 0 x c L SINGLE 1145WING UNIT 10MAX. OVERALL FRAME WIDTH 36. 66.625" MAX. 15.5" MAX. rPANEL WIDTH FRAME WIDTH W/ ASTRAGAL 13. 9375' MAX. WIDTH DOUBLE W/SIDELFT WING LINR 1 OPTION II W/ SURFACE BOLTS SEE DETAIL A" SHT.3 FRAME WIDTH AIL MO S 68. 5" MAX. OVERALL WIDTH - ARE VIEWED 24.5" FROM INTERIOR D.L.O. ^I P 74. 5" MAX. OVERALL 36. 625" MAX. PANEL WIDTH I W ASTRAGAL z f 24. 5" O MAX o D. L.O. TYP.) J Js O Iwj J DOLIBLE INSWING UN fT 1W OPTION II W/ SURFACE BOLTS err nrTd11 -A- CHT 1 DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED OPTION I W/OUT SURFACE BOLTS 47.0 PSF -47.0 PSF OPTION II WITH SURACE BOLTS & WINDJAMBER II ASTRAGAL 70.0 PSF -70.0 PSF 7. 125' MAX. D-LO. WIDTH LIP LITE 7. 0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDEUTES) NA 15. 5" MAX. FRAME WIDTH 13. 9375" MAX. WIDTH 7. 125" MAX. D.L.O. WIDTH LIP LITE 7. 0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDEUTES) O_ >_ N coO O CO a o=1 mg OM O W00 d iE LLLLL Z BUILDING C11" ULTPMS. INC 813. 684.3831 ors 11/07/01 srxe: N.T.S. awc. air: WLN CHK. air: RW D` W" G NO-: 5- 2178 S- MT 1 or 9 u] w w X U Qay I _ V) ? ] C2 V 1.68' MIN. PANEL THK, U SEE GLAZI DETAILS SHEET ; 28 W O o %iTEERIOR co 1 \ AN- D e 16 .. XN x O 1.68" MIN. ° N U PANEL THK, SEE GLAZING DETAILS SHEET 7)_ ov 04 S FXT RIOR o OOo 1 °.O 0 O O o 00 5 Oo O SEE DETAIL 8 SHT,4 SEE NOTE 9 SHT.4 43 = EE NOTE wSHT. 4 = W Q a LnN 0, 2— i.69791. I 10 INSWING SIDELIT 31 BOTTOM 800T 0.09" EXTRUDED VINYL WALL L W BoLVING hNSULTAWM- INC 813.684.3831 Br: WLN BY: RW w w_ S-2176 18 1.15' MIN. O LLJ EMS. FXTFRIOR r N p CKDEXTERIOR2425" MAX. SHIMr U In O I Y x 8 1 z nI Ul 15" MIN. C-SINK L p 2 r, cr z U nO5at a2 NOTE 27 SHT.4 co w o 41SEEOLLJ a ACTIVE w ur tx- 43 w a F- O O 3INACTIVEiG149 t3 ° W W 2 o a o 6zOOoO v ASTRAGAL RETAINER 36 6 N it N BOLT 8.0" LG. TOP 3 5 < tia Or,w JZo do BOTTOM (2) BOLTS 3 SEE NOTE G AT TOP do (2) AT BOTTOM INTERIOR 9 SHT.4 v. 35 w0Y V) m m NaaN34 16 17 IN7 RIOR ao Wv y+ oy 1 INTERIOR F U zo 3 ® ASTRAGAL o In-J o v SzOPTION1) TR oRBUCK SIEDENTOmTHE SIDEL(TE CROSS SECTION Z Y x 7J muj 2843 w L 48 it E1<7ERIOR O o_ RIR u 36 nz- v, Z Y 4 37 33 SEE NOTE 5 a 29 9 SHT.4 wo 6 mw 9 10 34 w 1pQ V)- a2R A Gncc VXjQN 3 o MULLION DETAIL "A" OPTION 11 SURFACE f TS) c 1244 I: 1 li `lv BUILDING ICONSULTAW S. INC 813.554. 3B31 v NTS oac... WLN w- RW pgAMMG ND.: S-2178 Es 3 or 9 X7 RIOR ° 25" MAX. z = SHIM SPACE I- 38 w z 13 3 -a 16 c o o. 0 a.. v 7 8 INTERIOR o" c uw w N EXTERI 17 . 15" MIN. 1 ,RO-- ---- N r". t-- C-SINK 4 LATCH JAMB TO BUCK, 1. 15" MIN. EMBED. NOTES: 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATEDGLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SIUCONE GLAZING COMPOUND (DOW 795). 2. SPACING FOR 18 x i" PANHEAD SCREW ATTACHING THE ASTRAGALTOTHEINACTIVEDOORISASFOLLOWS: FROM THE TOP DOWN 1", 3", 5", 18.25, 40.5 59.25, 74.257, 76.25' dt 78. 25 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) J8 x 2.5" PHILIP FLAT HEAD WOOD SCREW AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 18 x 2.5' PHILIP FLAT HEAD WOOD SCREW AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2" PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0 19.75", 33.5". 47.25", 61.0' do 74.75". THERE ARE (2) AT THE HEADER AT 4- IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (Z) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A 16 x 2" SCREW SECURING THE MULLIONS TOGETHERISTHESAMEASTHEPERIMETERANCHORINGSCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A18x1" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB ANDTHESIDELITEATTHEMULUONUSEA110x1314' SCREW. 8. THE INSWING SIDEUTE BOTTOM BOOT WAS SECURED TO THE BOTTOM OF THE SIDELITE SASH WITH (3) J6 x 1.0" PHILIPS PAN HEAD WOOD SCREWS 2.0" FROM EACH END AND (1) IN THE CENTER. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 318" COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1" x 0.04' DVi WIRE BRADS AT 2" FROM EACH END A MAX. OF 25" MAX. SHIM SPACE SEE NOTE 7 SHT, 4 1 28 9 10 6 4 37 v e. v fNT RI N J Z Y 10 i 29 7 17 vow6 " J xLu to Z 8 N -- D, 22 2 H R NT R 7I N• 15" MIN. I 13 4 HINGE JAMB TO BUCK, C,-SINK 1. 15" MIN. v EMBED. SHT. 4 SEENOTE6 HT. SEE . STRIKE JAMB TO a q u. PEE N O N Ocn— DI ZON un 0w0 n U. 1co INSULTAKIS. INC 813. 684.3831_ NTS er: WLls er: RW iwc rro.: 5- 2178 CENTRAL YLOku0A MANUFACTURER NAKE M. SEE DETAI L F 4 r" cl, 6' •6 1c'- a: 3' J3 3" 6 SEE NOTE 10) QzQ LLj6' 6 46" 3 SHT. 6 - — 3' fll 3. 3- 3'• C) L:Ij N A 1 . . .... co TYP. TYP. Lucc o, aTYP. S"EE DETAILSEENOTESHT. 5 1) F" 0; 3 SHT. 4 SEE NOTE SEE DETAIL 2 V) V) to 6 SHT. 4 0 U IOU TYP. 9 USHT. 5 4 -j 4 j SEE NOTE TYP. Lo SEE DETAIL 6 SHT. 4 zi, 'z G- SHT. 5 'c TYP. SEE DETAIL c V SEE DETAIL SEE NOTE u -E- SHT. 5 cn _m to TYP. cli u- :3 v SHT 4 SHT. 4 0 4 tj zo SEE NOTE 6 SHT 4 L @ 4H5 -D-M-- TYP- 0SEEDETAIL "C_ .0Typ. 551 (9 TYP. p TYP. I G" SHT. 5 51 TTyp V) 1 YP. SEE NOTE co 3 3- 2ID 6 71 to 4 SHT. 4 z 6 6". 1 2 3' 3' 3- 6* 6- 6' SEE DETAIL "H' DRILL THROUGH FOR A 0.357' BOLT DEEP SINGLE DOORow r)o(jgiF DOOR W/SIDELITES ENOUGH FOR A 2" BOLT THROW c 73 OLMDO ULT . 0 0 813.684.3831 10 0 13 DAn: 11 z7/_211ATTACHTHESTRIKESCALE: NoT.S, 9K ;,,ID E I 0 0 SURFACE BOLT PLATE TO THE THRESHOLD D.C. vy: WLN 10 STRIKE PLATE W12 110 . 2 112" C. ffy: RWPFHWOODSCREWS DETAIL "E 5 oawnwc _fOFFAILDETAIL "G DETAIL "H' S 2175 ASTRAGAL STRIKE PLATE ASTRAGAL THROW BOLTS s 5 OF L I ;nN N CNN SEE DETAIL "F" 6" 3" 6" 6" 3" b. 66. 3"--{ 3 633" 3" I I II II II I II I 13 I- SEE NOTE 13 I TYP. = 3 SHT. 4 SEE NOTE SEE NOTE TYR SEE DETAIL 3 SHT. 4 6 SHT. 4 SHT. 5 - o; 13 V7 4 TYR SEE DETAILCL G" SHT. 5 SEE DETAIL SEE DETAI SEE DETAIL 7Yp• v1 E" SHT. 5 TYR E SHT. 5 H SHT. 5 "• - 13 - TYP. - SEE DETAIL "K" "M" " K" TYP. SEE NOTE "G" SHT. 5 TYR 51 51 _ 4 SHT. 4 — 51 7YP. 51TYRI I 3" " i t-- }`i 3 3" 6" 6" --il 6" I I 6. 6. 3 i t-- 3" _ 6^ 6" 3" 51 3" 6' TYR SEE DETAIL "H" INGi F DOOR W/SIDELITES 9DO/ UpaEDOeORR C ill, S a'-_te"` L IFL®UA6 1, 11 , C Jai oLJ PEE N O O_ co Cp 2 EL ZO, Zo Ln U t,j DOwo O O O cot\ Ln J a Z' W ZNV Z J OmO m UoZ U O oI< SEE NOTE 4 SHT. 4 uv 6V ldNO TANTS. INC 813.684. 3831 Ts 11/ 7/O1 us N. T.S. WLN RW NYIHG NO. S-2178 9 0.5' GLASS _ BITE SEE NOTE 1 TISHT 8 x 1 3/ 1/4' STEEL INTERCEPT SPACER 1 /2' INSULATED TEMPERED GLASS SIDELITE ONLY) Y 2 N 1/8^ TEMPERED 5 GLASS v 1/4" AIR SPACE 1/8" TEMPERED GLASS 0625- THICK O795 GLAZING COMPOUND 0. 5" GLASS 817E SEE NOTE i THIS SHT. qPPH 8x13/ 3/ 4" STEEL INTERCEPT SPACER 0. 5" GLASS BITE Y 0. 5' GLASS Z SEE NOTE 1BITE g n 1/8- TEMPERED ulTHIS SHT. S GLASS - O O OO OO fOp • O p • p o 3/ 4" AIR SPACE O 0 0625" THICK DOW 795 r GLAZING COMPOUND 1/ 5" TEMPERED GLASS 3/ 4" AIR SPACE 1/ 8" TEMPERED Z GLASS c N L IN AT D MPERED GIA55 g CI a71NG DETAIL SHOWN W rl acclr CRAFT" SMC LfTE FRAME REQUIRED FOR DOOR PANELS) 0625' THICK DOW 795 GLAZING COMPOUND 1/ 8' TEMPERED GLASS 1/ 2- AIR SPACE 1/ 8- TEMPERED Z GLASS 1/ 8" TEMPERED SEE NOTE 3 THIS SHT. g 8 x 1 3/4' PPH GLASS n 4'" INSULATED TEMPERE_D CI a $ rl a7wC DETAIL SHOWN W/ 3/ 4" STEEL INTERCEPT SPACER 1/2- STEEL INTERCEPT SPACER 0625" THICK DOW 795 ^CLASSIC CRAFT" INTEGRAL GLAZING GLAZING COMPOUND 1' INSULATED TEMPERED LASS n GIaNGDETAIL SHOWN W/ CLASSIC CRAFT' TCM LITE FRAME SIDELITE ONLY) 1. THE 27.5" x 50.19' DOOR LITE IS SECURED WITH (16) #8 X 1.75' PHILUPS PAN HEAD SCREWS SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 3.0 , 13-75 AND 24.5" FROM THE LEFT SIDE. THESIDESTILEANCHORSWERELOCATEDAT3.0". 13.25". 23.625' 33.875' AND 44.125' FROM THE BOTTOM OF THE LITE FRAME. 2, SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x ^1.75" PHILLIPS PAN HEAD SCREWS SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT Z.125 FROM EACH END. SIDE STILES FROMTHETOPDOWNTOPDOWNAT5.5". 16.5", 27.5" 38.375 49.375' AN AID 60.375". 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. SIDELFfE ^8ONLY) jl- jla R a TluT ®. A B. veA.. F- D LLJ O a0 O a0 O v1 — 0_ O = n Q ZOnU !sLdOW O^ OO 00 n LuODa 813. 684.3531 c 11 7/ 01 ur NTS G. BY. WLN x er: RW 5-2178 m 7 cv 4.03" N OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP f---1.077" { 1.54' 42 SIDELfTF TOP & BOTTOM_ RAIL FINGER JOINTED PONDEROSA PINE 1.47' n cow I I CC BOTTOM RAIL OWOODCOMPOSITE f--1.077' --{ 1.54" anFl ITF BLANK WE FINGER JOINTED PONDEROSA PINE 1.47 w CC TOP RAIL OWOODCOMPOSITE 5.75" tn 1 in SFI F ADJUSTING SADDLE THRESHOLD 21ALUMINUM/VINYL nay' WALL ALUM. 080' THK WAIL VINYL TYP. 39' RED OAK CAP W1.46" CC H F SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA, RADIATA, PULAI, ELLIOTTII, TAEDA OR SUGARPINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. to olLq WIGLASS K. If FI-- K40 x 1.79" PT THREAD SCREW, MAJOR DIA. 4.Omm 4.565" T 0 2 35 38 WOOD FRAME RT i.920" 0a ! 14 Lo INSWING DOOR BpTTOMSWEEPDOORBOTTOMSWEEP VINYL .080" MAX. WALL, .035" MIN. WALL 2g SMC I/TE FRAME 1.375' 18-10 x 1 1/2' PPH PLASCREW o 0977" —{ 1- I1 DIM. VARIES CENTRI—A W/GLAS HK. jY c1M- NI 0 0 0 O 111' 94111`.ii-?i=sue' J 46 TCM LITE FRAME MASTED. FILE # O co O v1 °p CC on O w O O O n W co 513.684.3831 rE: 11 /7/01 Kt NTS WLN RW wwc N0: S-2178 DESCRIPTION M 1 CffEzRMATRUwithIdtL'jree th F min. = 00 si FlBERGLASS 3 CC TCH 9UOCK - OR 1,47- x 4.03 4 TRU OR & W 1.46 x 1.47 R 5 5 X I' PHILIPS PAN HEAD SCREW STE L 6 POLYURETHANE FOAM BASF, 1.9lbS. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP THER A-TRU FOAM 8 LONG REACH COMPRESSION WEATHERSTRP ERMA-TRU FOAM 9 4 x 4 HINGE .097 THK. THEIR TRU 10 10 x 3 4 LG. PFH WOOD SCREW lfmqe to Frame STEEL 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 418 x 2" LG. PFH WOOD SCREW STEEL 13 8 x 2 1 2" LG. PFH WOOD SCREW STEEL 14 INSWING DOOR BOTTOM SWEEP VINYL 15 2x OUTER WOOD TEST BUCK WOOD 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4" SHIM MATERIAL WOOD 16 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 NOT USED 20 HEADER 4.565" x 1.17 THERMA-TRU PONDEROSA PINE WOOD 21 INSWING SELF-ADJUSTING SADDLE THRESHOLD WOOD ALIM 22 HINGE JAMB 4.565 x 1.17 THERM-TRU PONDEROSA RNE WOOD 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER 11 WR68T .052 WALL LUM. 6060-T 25 GLAZING, 1 2 INSULATED TEMPERED GLASS GLASS 26 27 NOT USED 8 x 1" LG. PANHEAD SHEET METAL SCREW STEEL 28 PLASTIC UP LITE EMC, iNOW-TRU with yield Str h F min = 6,200 psi 29 K40 x I. two 28 STEEL 30 NOT USED 31 INSWING SIDELITE BOTTOM BOOT VINYL 32 1 8 THK. CELLULAR GLAZING TAPE Si1K-II TAPE 33 1 x 0.04 DUl WIRE BADS STEEL WOOD 3435 3 8" COVE MOLDING 8lAB( JAMB C. x 1.17 THO W-TRU. PONDEROSA PINE WOOD 36 51DEUTE SIDE ST1IE -TRII 1531 r .656 PONDEROSA PINE 37 10 x 1 3 4 LG. PFH WOOD SCREW SWOOD TEEL38 LATCH A W 4.565' x I.Ir -TRU PONDEROSA WOOD 39 NOT USED ALUM. 40 SILICONE CAULK SILICONE 41 NOT USED 42 S aX TOP & llOT104 R4k U. I-% r .5 1`9110MWOOD 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 6" SURFACE BOLT STEEL 46 PLASTIC UP LITE FRAME TCLL THERMA-TRU TCM with yield streqth F min. = 4,674 psi 47 8 X 1-3 4 PPH SCREW FOR ITEM 28 k 46 STEEL 48 GLAZING, 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING. 3 4 INSULATED TEMPERED GLASS GLASS 50 CC BOTTW RAIL (1.50' x .883' THERMA-TRU WVDO CWPOATE) W000 COMPOSITE 51 3 16 TAPCON ANCHORING ELCO, 1.75 WN. LG. STEEL ASTRAGAL RETAINER BOLT N MATERIAL: C/R ROD ZINC n YELLOW CHROMATE 3" 592" N rn Co N179 " LONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET N 1.158" N DRILL TRU FORC'4 A # 8 PFH WOO DRILL TRU FOR 0? SCREW 2PLCS .357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER If WR66T STRIKE PLATE O7 .35" t COMPRESSION WEATHERSTRIP BY THERMA—TRU 1 " RETAINER BOLT FOAM CELL CORE W/VINYL JACKET FLOC •- mot N C.EN'A.' N s N MANUA%' rAIA' Wo 24 WINDJAMBER II WR68T ASTRAGAL ( ALUMINUM 052" WALL TYP.) o > 1\ cy O Do Ocn- COj Ow0 3Q00 Lu a ZNz I vZ hW QW tz< m oa U vWi 4V IUtn vu 501= StxT.rrrs, n c 813. 684.3531 er: WLN er: RW c no S- 2178 Page 1 of 1 daphne From: "Matt Smurr" <msmurr@MorrisonHomes.Com> To: <daphneclarkinc@cfl.rr.com>; "Duane Shackelford"<DShackelford@MorrisonHomes.Com> Cc: 'Tony Moore" <AMoore@MorrisonHomes.Com> Sent: Wednesday, March 10, 2004 10:40 AM Subject: Camden/ Keenes Point zoning & engineering HOLD URGENT!!t!!!!!!!!!!!!!!!t!!!!!!!!!!!!!!!!!!!{ IMMEDIATE ACTION NEEDS TO BE TAKEN / MODELS INVOLVED PLAT.BOOK 56 PAGE 103-106 RECORDED 3-9-2004 someone needs to go down to county at 201 S. ROSLAND AVE DOWNTOWN ORLANDO an sit down to have holds released ! ! ! ! ! ! ! 808 B03-013478 Model 3026B Right 11237 Camden Park Drive Dorchester 809 B03-013528 Model 3481A Left 11243 Camden Park Drive Wentworth 812 B03-013715 Spec 3026A Left 11325 North Camden Commons Drive Dorchester 813 B03-013720 Spec 2831 Left 11331 North Camden Commons Drive Buckingham 834 B03-013359 Spec 3481 Left 11321 Camden Park Drive Wentworth THANKS MATT 3/ 10/2004