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131 Magnolia Park Trl - BR04-002762 - SFH (A)PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 ELECTRICAL CONTRACTOR SUBDIVISION Pr\Q&jngs\ k- ft. PERMIT # _ a c a DATE 'Off I PERMIT DESCRIPTION- PERMIT VALUATION 4dsR SQUARE FOOTAGE Ll goo MECHANICAL CONTRACTOR 0 PLUMBING CONTRACTOR y MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE CL"hY OF SANFORU Pti1tN11'I':PfLf(::1'lON 1`/ dt-7/d0p p Date: ------- ob .address: 131 4c/%IO i igCf C Tu r/ escription of Work: l c, -- listoric District! — zoning: Value of Work: S i'ermit Type. Buildingy_ Laectrical -- Mechanical Plumbing Fire SprinkIcriAlann -- Pohl Electrical: Nex Service - -- of AMPS - addition. Alteration _— Ciian,-e of Service Temporary Pule Mechanical: Residential Nun -Residential Replacement New - (Duct Layout , Energy C:tic. Required) Plumbing/ New Commercial ! 'Fixture. Water S Sewer Lines of Gas Lines PlumbingiNesr Residential: " Cif Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Rcsidenlial _ t, Commercial Industrial Total Square Footage: Construction Type: _ n of Stories: _— It of Dwelling Units: Flood Zone: _ (FEMA form required for other than Xl Parcel it: (Attach Proof of Ownership & Legal Description 1 / Owners Name 3 Address: LLs_t Phone- L4_ie_-- fZtCriYISJLI ) - ContractorName &address .1t{_ T- tit L- 6k L U F - _.. _ L<' 7 State License Nunther C F C+ ;C, ' G f1LL __---- Phone & Fax: _ Li V ..__Z_15_--f.{ ` e— Contact Person: --- - U Phone: Banding Companc — -------.._...---- -- ---- Address: - -- --- ---------- Nlortgage Lender: —.------_---. -- — -- -- ---- Address: -------- rchitecllEnginecr -- Phone: __-____-__----------_.----- Address Fax Application is hereby made to ohrain a .permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to dre issuance of a pemtit and that Al %%ork will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand Utat a separate permitmusthescouredfixELECTRICAL. WORK. PLUMBING. SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS. TANKS. and AIR CONDITIONERS. etc. OWNER S AFFIDAVIT I cenik that all of the foregoing information is accurate and that all work will be done in compliance with ail applicable lass regulating construction and toninL, W-%RNING TOOWNLR: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS To YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE. In addition to the rcquiraucnts of this permit, there may be additional restrictions applicable to this propertv dial may he found in the public records of this county, and there may he additional permits required from other govemmcntal entities such as water management districts, state aecnctes, or Iedcral agencies. Acceptance of permit is %reification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Sry attire of Ow nrr Arent ----- Date Sir azure oC lrrcIor: A g cDate Print Ow ncr Agcm < Name Print orrAgent 4I SIN Sit• naturc niNutan;-State of Florida Owner .Arent is _ _ Peixooally Known to Me Pr-lucol ID ____---_-_---- APPLICATION APPROVI- D BY IMIL, Special Condition. .- Date SS o - Notary ZRAD' lotida to ofFp0J`AV PL!'r 4 14o1ary Public •tees 2 ExP Dec com itsston " Dc 168858 mpit5.4itilractor S!%•,rr* oo-c usedID of Flonda . Date 0 - Personally Known to %le or v - Zunine: _ Utilities: ------------------ FD -. -_ Initial & Datct ( Initial & Datc} (initial t Datc) (Initial & Date) POWER OF ATTORNEY Date: 27 O I hereby name and appoint C1 / fir/ of RANGER AMEMCAN to be my lawful attorney in fact to act for me and apply to the Building Department for a LOW VOLTAGE permit For work performed at a location described as: Section Township Range Lot Block Subdivision: Address of Property) Owner of Property) and sign my name and do all the things necessary to this appointment. JAMES D. OLIVER Type or Print Name of Certified Contractor Signature of Cert144ontractor The foregoing instrument was acknowledge before me this day o ':RO-o p By Who is erso cno to me/or who produced As i ion and who did not take oath. Commission Ntv Commission Expires: S o 'da t SRa c grate 61. , , 2046 NCOO cOOV \\ o Notary qTATFMPN*f' TMparT POP T T v nP q AWv FU2 fN^7v.. 11 ax RTATPMPWT W11MM" "nd-'7ATQQ AU;, IN-Fy kil 50i0svp FOAelWy OF SANt-ORD TRAFFIr mw!! ARTRDTrTmm cmH, pleAvok PINCK nwmpp 6Z V -71 6nnITITQM505-0 ZOO 041 Appi TraWT WoMI::-" - AnnRPqq!! T ITT . it.: y TYPE USITY WORK DFRrRTpTTnNn qVin"m FFF HWTT RATIT PFIQ H A TYPIT TAMI RFNFFTT RATI::' 1 T T CC) - WIDE C.) owl unit s 705.001.$ 7 0 5 0 ARTERIALS $ 142. 0C, R0AD'3 dwl unit 142.00 COLLECTORS 1. 1 .384 0C, W dwi unit $1.384-00 2. 285-00 STATEMENT 6r SIGNATURE11 RECEIVED BY.- PIPAqv- 49 qTPWATnPyl / applTraIAT" poll "PIT Tn wnT,pv nmwrP nw-f) THP PAYMI::' I--I-f* j-(j(,jY *" YC 0 IR, I jTy pf-M Y A RTATPMFNT nF PFFR IOHT"! THTA ARF DHIT AM PAY AT-*fl 1::* AnuiRIND T I.-[ AT Amy pjIqHTq nP THP AppiTrAHT. nR nwmpp. Al Rn I n IMPAPY vqTpm own mm;' F: 1 11 f"I'T PUPR 1,111 T..4I::- pypprTRFD RY ImparT 1::, 1* -, .1 *1* !-..1 F; 1- 11'NIN 1:;, e.% V C, WRTTTPW RFMHPqT W T TH T K' 'r.-I1:-., ("At I ATPIR 1: 7 THAW r F 1:" TTPTrATF DAypApnUP. pi a mnT MOOT TWO P1TM1iTjpMITWT" nr jyjj IC-T nP THI::' R'I 11 TWO " 61,1 K! Ay PIT PTrvpn IAP np PPMHPCTPn vpnM any) q A!,.1 1:7 FI1:Iflf I::,I 1101 PART FTRqT qT"PPT. T TV nP q&wpmr, pAYMPHT 1: 71 PppmTT f HI 1111ppp AM rTTY Im rnw3"wrTTm---i WTTH lRqHANrp nx nwIY r 5-06-203. 7 : 09A[A F FZLM r,v+grr.i ,i ,. .' 'Irti<v;v.*„rt<,Ye.Yrl •t n'eiUn tr. ,.•: r:n., .U,'•ti'r:{rS;i.. . '.. CTTY'OF 5ANFORD PFRMIT APPLICATION Fermi X_ Date: $ job Address: i Description yr Work; Vnlue of Work; S Historic District: ZnnIng: ' Piro SprinlJcr/Alarm Poal ,__. •-- priychirrical Plumbing ` Pole pe{m1f Type, ul d.)Ijf Elcutrieal V _ Tempor9ryChangeofServiceAddition/Alit;fuionlKjrlcul: HW'ill e.e -.p of AMPS New (Puce IvyO.ul &,Energy Calc. Rcqulfod) Mecbr<nIo aJ; rtcsldanrlaJ No.n•Re1i cmial 1. jleDlac.rmenl I{ of G'as of Water & Sewer Lines Plumbing/ New Commercial; o of Fixtures Plumbing Repair— Rciiden(ial or Commercial_— Plumbing/Ncw Residential: N of Water Closets.. ( ndustna) Total Square }outage: -- j Restdentl:al Cornmer0lai FEhfA Corm rtquirvd for other Itin X) Occupsnry Ype t of'nwelliag Units: flood iooe; Construction Typcl w of Storlei: ArticIs Proof of Owntrshln Q crSIton) 000 Pared Y: o T• U' E a 0 0 0wnors Namc C:onua for Nama b Addreut v \taty Llvuns< Numh<r: CO IV;( Perron:,_, Yhoue A Fax: -- ilondin4 C.:nmpanY: ...._ —.. ... _•---"----.._. Addiar: hiortgaCc Address: ArcklltcVEnginctr: ---- - Fcx: Addrtsl: _— - nrtncd to meat stsl+dards or all Isws rcgvlatlne Wrl;"0ion In This jurisdicoon, I vnANKS,J nd s<panw Arylics(ion Is hueby rtudt to obuln a permit tv do th< work snd Irutyllalions as lndieated. I etrli(y thsl no vnnk is uniullltion has uonvn< j th i for tot < ilswncc of a permit and that all work will be perfpermitmustbesecondftxELECTRICALWORST. PLUMBING, SIGNS, W@LLS, POOLS, FURNI,CF•S, BOILERS, HEATF.KS, TANKS sndAIRCONDITIONERS, atd• 30nr 0 FR'g AFFI2 lY: 1 i(y that sll orthy to"going Informadon 1i accunu and dot all *xk r++11 be do^e in co ylun<v Y d II oNR OR AN gna,( FR' on and 0ntng. WARNING TO OWN6R: YOUR FAYOU [ LURE TO RF,CORDA NOTICE OF CO> (MENSULT WITNA OURSlJL7 IN YOUR PAYR C TWICE FOR IMPROV SLATS TO OUP ROTIG' OP COMMENC MD ENT, 08TAM FMANCWG, CO ATTORNEY BEFORe l y b< fovnd in the public m4cirds of NOTICE; In addillon to the rcquircnunu of thin Pcrrr' , tht" rrvy t+e aJdilionsl re$n1 - c4 a h &$ wlc to this propmY vmcrtulrntitiasuchaswatermunopcmcnlJ11t>;ctt, tau ><,yrnc'ts, or i<dcnl <yMCI cs. this eovnry, and there m,y be addidotal pemuts rcgvlrod fmm olhtr Yo aT u---f Ilori n U F> > 1) Acccptxnc<ofpenniti$ vcdrlevlion lhvrI will notify the owne-rofthe yropyu(Ihereqtn . Oa tc Uatc li( 7talurCu(COntnctor/At;il SiRn+turti u(Owna'/Altcnl \C Q S Cunrractor4ACt:nt' A N'am< Print Owncr/ AYcnl's Namo(( • ••• nl'F' lonva l)ulc OStu .Signawrc of NJt>iy. Sj nsturc of Nvlzry••Sl lc of Flnri(la . zyl.111111; Iy,Known tv Mr r Owner/nStnt I+...._ Ycrtunnny Knnwn ro Mo or prndvcvA IU ...--- tluin:.;•• ... (In( isl,i' Urtc) (li liat S Uau APPUCA1TION AIr1)I(OV%.C1 IM Ilidg: _...... l I)w) (Inilicl d (%utt) Marie z the er t,rr,, A. e m Y• o`YPuce: Commission 4DD221380 15, N .oQ EXpI Bonded Thru200 7 9 aP in, Atlantic BondingCo., Ot'SANFORp I'ERMI'I'nPPl.l('A'I'ION io o— (i1 luh:Wdress: 1 ' Descriptiun of \fork: 'Zf2 Zoning: Value of\\'ork: S. Ili\lurir District: >; — l.raUCi •rC'il'K.'<CYC. I'crmil 'I ype; Iluilding Electrical _ Mechanical Plumbing --__ Dire Sprinkler/Alarm . Pool IAvclric:tl:,New Service —# ofAMPS— Addition/Alteration Change ol'Servicc Icmpnrary Pole Icchanicul: Residential ____ Non -Residential Rcplacenlent _— New ^—. (Duct Layout & Gnergy Cale. Required) I'lumhin"/ ::New Commercial: # of FisnuCs __—•— N ol• \Valer & Sewer Lines--- # ol'( am Lines _-- Plunlbin/\ew IZcsidctltial: N ofWater Closets -- I'lurlhing Repair — Resi(lenlial or Commercial — Occupancy Type: Residential CUtlltllercltil Industrial 'I•otal Square Footage: unstruction 1'ype: # of Storics: # ul' Dwelling Units: floo(1 Zonc:..,•_-- (FvNiA form required for other [Ilan .\ Attach 11ruurorownership & Legal Description) I' I I', •I A --' lh\ ners Name & Address: 140? unu; r•wr Name & ,\ddress: mn i R C,iC1G Ave Dn'/h_ :a 11c ` StatCLiccnscNumber: C l 7 I' huuc \ Fas I n' C"3Li Q'1letJ d (1 'TI irk 7 (:unlace Person: l .ldker'liVN1 I I II Itunding Compan) ddress --_-- furl QagrLrndcr. Phone: hilect/ 1-:11gincer: ---- raa: dd ress -- PIIII, auun is hereby made to obtain a permit to du the work an;I in;ctllations as indicated. I ceril) that no %work or installation has commenced prior to the of ;I perlllll and That all work will be perlbnnCd to meal sauldards of all laws regulating construction in this jurisdiclion. I understand that a separate p, nna mull INC Secured for EI.ECTRICAL WORK, PI.11M131N(i, SIGNS, WELLS, POOLS, I 'IGA'fERS, TANKS, and JRNACFS• t3OILERS, I IR CONDITIONERS, etc. O\\' NIiR'S AFFIDAVIT: I eerily that all ul the foregoing infolir.0 tin is accurate and Ihal all work will be dune In compliance with all applicable laws re2ulallne j\\ Nuction and zoning. WARNING 'f0OWNER: YOUR PAILl11tE 1'0 RECORD A NOTICE OF COMMENCEMEN'r MAY RESUTA IN YOUR Il' F. I'C)R IMPROVEMFNTS TO YOUR PROPERTY. IP YOU INTEND OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN l I ORNI:)' BFFORh: Rr ('ORDING YOl1R NOTICF. OF Ctif•.,tml:NC F-'MI-N'I' Nk I II<'If In addition In the requirements ol'lhis permit, there IwI) he additional restrictions applicable to this property that may be found in the public records ui nla\ . overnmnta elentities such as water manngcmcnl districts, state agencies, or federal agencies. IaI „ natr, and share be additional permits requiredfrom uthar g crrhl:t we of permit is verification that I will notify the uwncr of dt(• property u(thc requirements of Florida Lien Law, FS 713. Date sitmature nl' l)wner.'Agenl );tie Signature ill' tractor/Agem Print Owner/ Agent's Name Print (ontraclor gents Name Date Signature ul'Notary-Stale of Florida Date ignauue of y-Stale ul' Irlurda v O, cnerngenl is _ Personally Known to Me of Contractor!Agent Is Personally Known to Me or produced ID _,... Produced ID ....... Zoning: Utilities: FD: I'I' I I('A'I'ION :\PI'ROVFD 13Y: 131dg Initial & Date) _ (Initial & Date) (Initial & Date) Initial & Date) jpc; rIl Conditions. EEO PAMELAL. MORRIY COMMISSION # DD188945EXPIRES: March 2 2007 nded Thru Notary Public Underwriters FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION O.M.B. No. 3067-0077 Expires December 31, 200E For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg, No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 131 MAGNOLIA PARK TRAIL CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 128, MAGNOLIA PARK 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): N' or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NAP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OFSANFORD 120294 SEMINOLE FLORIDA B4. MAP AND PANEL . B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO045 E 4/17/95 4/11795 A 30.30' 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): BRISKEY & ASSOCIATES ENGINEERS, INC. B11. Indicate the elevation datum used forthe BFE in 69: ® NGVD 1929 NAVD 1988 Other (Describe): _ B_12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes Z 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 forwhich 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, ARIA, ARIAE, AR/A1-A30, ARIAH, AR/AO Complete Items C3.-a below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 42. 1 ft.(m) ca o b) Top of next higher floor N/A. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft.(m) o 0od) Attached garage (top of slab) N/A. ft.(m) 0 o e) Lowest elevation of machinery and/or equipment w f0 servicing the building (Describe in a Comments area) N/A. _ft.(m) E R o f) Lowest adjacent (finished) grade (LAG) N/A. z o g) Highest adjacent (finished) grade (HAG) ft.(m) N/A. ft.(m) ID 0 o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 J o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in, (sq. cm) 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. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: JAMES JAY ALES LICENSE NUMBER: 4997 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 RORLANDO AVENUE, SUITE B WINTER PARK FL 32789 SIGNI DATE TELEPHONE 8/9104 (407) 426-7979 FEMA Form 81-31, ranuary 2003 See reverse side for continuation. Replaces all previous editions THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 5850 T.G. Lee Blvd. Suite 600 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 5850 T.G. Lee Blvd. Suite 600 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY AK 05435 PG 1784 CLERK'S 0 ii0 04135323 RE11) ED 081'711n- A 1@ 130: 27 AM RE(J)RDIN6 FEES W.0 RECgWD BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot(s) 29, 55, 58, 61, 65, 84 & 128 Magnolia Park, Plat Book 63 , Page(s) 54-59, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount ofbond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Fax #: MARYA ii`Il•: MOREL 11 _kP1i rF CIRCiiff W11M F ilutt.1, ,,7 4a D Y T L ` iami Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc. 0 by: RobeRobeftA. w n, Assistant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 1 (' day of , 2004 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., aI-eeTTawareCorporation, o a o the corporation. He/ She is personally known to me. Notary Public, State and County Aforesaid OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26,2006_ Notary Seal 14 Permit # : v ~ — 0_) Job Address: Description of Work: SFR_ CITY OF SANFORD PERMIT APPLICATION 6, ?CD ` C —1y--°Ite: Historic District: Zoning: Value of Work: S vl 04 - 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 _vl* Commercial Industrial Total Square Footage: `l0 GCS • Construction Type: tN# of Stories: C/ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: l / I V(0D — Owners Name & Address: 856 -r Contractor Name & Address: \ Phone & Fax: A0-7 Bonding Company: Address: Mortgage Lender: I'll Address: Architect/ Engineer: Ad)^6' Addresslial Nf-* 4 4 t rL'bLv— t"J (Attach Pr Of Ownership & Legal Description) S E4i : 0oO h e State LicenseNumber:• C1cC)9_0 9ntac0Pe'rson: Phone Application is hereby made to obtain a permit to do the work and instal issuance of a permit and that all work will be performed to meet standai pern-dt must be secured for ELECTRICAL WORK, PLUMBING, SIG> AIR CONDITIONERS, etc. Phone: Fax: Zti L— tt_,as indi l ti . I certifythatnoworkorinstallationhascommencedpriortothefalllaws -regulating construction in this jurisdiction. I understand that a separate W F,LC, POOLS, FURNACES, 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 andzoning. WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FORDAPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition t this county, and they m Acceptance of p S, tature of 1 Prin r/ requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of e additionalpermitsrequiredfromothergovernmentalentitiessuchaswatermanagementdistricts, state agencies, or federal agencies. TT anon that/[pwill notify the owner of the property of the requiremer)(s of Florida Lien kab! FS 713. Ag •,t Date Agent's riure UIOPIQQ41NLIZ P PYOr1 Date PATRICIA COULT NNOTARYPUBLICSTATF OF FI.ORIDA COMMIS ON NO. DD1343M erll r0 -66 t5o& vt eAPPLICATIONAPPROVED BY: Bldg:':': F1-1Zoning: I utilities: Initial & Date) (Initial!& Date) Special Conditions: FD: Initial & Date) (initial & Date) Limited Power Of Attorney I hearby name and appoint: Craig Coulton, Geoffrey Coulton, and Michael Robinson each agents of D.R. Horton Inc To be my lawful attorney in fact to act for me and abaly to The B Lot#: I Address: ')—: The City of San For a residential permit for work to be performed at: 1 Subdivision: Maonoha Park Department of - And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instrument was acknowledged before me this day of 2004By: Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. State of County OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FL.ORIDA COMMISSION NO. MDE1 I.W MYCOMMISSIO`. T-0 IULY26,2006 Notary Seal AA X VP SA.NFORD,-,' P.O. Box 2847 SANFORD, FL 32772 PHUNI; it (407) 330-5630 APPLICATIOMFOR JJTILI'I'Y SIIZVICI? FAX 11 (407) 328-7367 Ac:c'(IJN l (FULI, NAME) NAMI: Aor4p- SFI• vwl": A DIRESS 1 `( `\ - Tf 1v1A1 I .I N(i i l)I.)IZI:S$: T.13W TURN ON I)n'I'C SINGLE FAMILY MIRESIDENCE l MULTI -FAMILY RESIDENCE UW'NZrI ACSe4-Lfi l_ COMMERCIAL E o v-L " Q j : iDcx7t+ WORKtt4D-7- SOCIAL SECURITYtt N3A, HOME# N-R OWNER OF PROPERTY .12 • pr- I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. IAGREETOFOLLOWALLCITYRULESFORUTILITYSERVICEANDTOPAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFE PROVIDE' PROPER IDEt PAID AT THE TIME, WHEN TRANSFERRING ALL 0UTSTANnIN ru AM ALSO RESPONS UNDERSTAND T SIGNED; MY DEPOSIT TO ANOT IFICATION A N n A uv 7:V Y DEPOSIT TO ANOTHE V CJ. FOR MAKING SU rAX MINT OF O NOJI- RITE BEL DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL_ THE NEW APPLICANT MUST ANDING CHARGES MUST BE ERVICE ADDRESS. 1 MUST PAY ALL FAUCETS ARE TURNED OFF D. THE CITY IS K'nr LIABLE ITLETSLEFTON. 4T WILL STOP SERVICE. DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR (.) A*['I_ D . R. HORTON-HOMES. 1SFRPERMITPACKAGE CITY OF SANFORD CHECK LIST LOT # ; SUBDIVISION: I I ADDRESS R> I BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS V/ 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUJ PROFILES. AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT Sri Ue l e l Rrm,- J r C ONTRQ l+ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Quarterly Payment Amount First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System, Fame 1.-. Ci J' t Name ddress ' ` • I wAddress Cite/State/ZIp tA CO, \ 'b22aZZ City/State/Zip Phone & Email I Phone & Email INSTALLATION ADDRESS: L 1 MKCIAOL\R SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: DAMAGE REPAIR WARRANTY From the date of Installation of the Sentrlcon* Colony Elimination System, Apex will. arrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer, THE UNDERSIGNED CONSENTS TO AND AUTHORI; AGREES THAT THE TERMS AND CONDITIONS STA GOVETHE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date Apex Pest Control Inc., (Apex) will, in substantial complip all applicable recommendations contained In literature pr1. Install Sentricon* stations (the Stations) In the sot2. monitor those Stations for twelve months from th3. during those years, add Recruit* termite bait and4. during those years, Inform the Customer of: a• any new or Increased termite activity notb, any addition or. removal of Recruit* of RC. any observed 'effect of the Sentrlcon* Cc' The Company will extend this Service CommitmentPretreatmentPlanmaymaintainedfortheLIFETIMEagreementforOgtkmPerquarter (3mo period) pathefifthyear, and each year thereafter, Apex reserves tl per year. The Customer warrants full cooperation with Apex dubaitedfreefromanyfactorscontributingtoinfestations under pier type structure, or as noted In "Special or Add eliminate faulty plumbing; leaks; dampness from drains; the area(s) baited. At no time will damage caused to ainsectInfestation, be the responsibility of Apex in areas vofApextoalerttheCustomertoanyoftheaboveconditi DISCLAIMER: COMPANY DISCLAIMS 'ALL 0INCLUDINGSTATUTORYWARRANTIES, AND SIMERCHANTABILITY, FITNESS FOR A PARTICULEFURTHER, COMPANY HAS MADE NO AFFIRMATISERVICEPROVIDEDHEREUNDERTHATHASCustomerexpresslywaivesandreleasesanyclaimsInnegligence, torts, personal Injury, death, violation of anycompensatory, Incidental, consequential, exemplary, pueventshallApexbeliableforanyamountgreaterthatan THE WORK CONTEMPLATED HEREIN, AND FURTHER ON EITHER SIDE OF THE AGREEMENT SHALL Customer or Agent Signature Date ice with all federal, state, and local laws, rules, and regulations, andvidedbyDowElanco: around the outside perimeter of the structure(s). date hereof; remove It from the Stations as appropriate; and d at the Stations crust* termite bait; and my Elimination System (Sentricon) on termite activity, following the original twelve month obligation. The Sentrlconoftheidentifiedpropertysubjecttothetermsandconditionsofthisableonorbeforetheendofthepreviousmonitoringperiod, Afterrighttorevisethequarterlypaymentamount, not to exceed 10% Ing the term of this Agreement, and agrees to maintain the aren(s) uch as wood, trash, lumber, direct wood -soil contact, standing water. dtlonal Comments". The Customer also agrees to notify Apex of andcondensationorleaksfromtherooforotherwiseInto, onto, or under1yportion(s) of the Structure(s), even by an active wood destroyingThereanyoftheconditionsdescribedInthisParagraphexist, FailurensdoesnotaltertheCustomersresponsibilityunderthisparagraph, THER WARRANTIES, WHETHER EXPRESS OR IMPLIED; YIPURPOSE, FICALLY DISCLAIMS ANY IMPLIED WA RAINTES. O FFORWARRANTYOFWO]tICNIANLIKE SERVICE, N OF FACT OR PROMISE RELATING TO THE PRODUCT ORREATEDORAMOUNTEDTOANEXPRESSWARRANTY, any lawsuit, arbitration or other legal proceeding against Apex forstatute, rule, or regulation, loss of use, diminution of value, economic, altive, liquidated, treble, or special damages if any kind, and in no. count paid by the Customer to Apex for the service to be performed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)lt Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatmentmayhaveand (2)lt Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding tiny -allergy or. sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. t, DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All componentsoftheSentricon *System (Components) are and will remain to property of DowElanco. The Customer has no -rights to any of theComponents, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex land DowElanco or Its representative are authorized by the Customer to . retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon" System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using it different form of termite protectionordiscontinuingtherelationship(note: Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of it different form of termite protection, give the Customer credit for service paid for but not yet received- (4)lf the Customer elects to discontinue the relationship, or If Apex cannot offer an effective dlfferent.form of termite protection, refund to the Customer an amount equal. to the fee paid for services not yet received, andt(S)retrleve, or advise DowEiRnco*or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)either agree with Apex i n the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identifled herein as of the date of the initial Installation. Prior to; (I)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticlde being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment o.r supplies occurs, the Customer will Immediately notify Apex In writing' Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the time the %York Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this (Agreement shall be made at the Apex Corporate Headquarters located Ir Merritt Island, Brevard County, Florida. In the event of falluge to make payment when due, or any other default by Customer (1) Apex ma) without notice., terminate this Agreement and pursue all otherlavatlable remedies, which shall be cumulative, and (2) Interest shall accrue a the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred b, Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brcvard County, Florida. If any part of this Agreement I held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force an effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right. t revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfillirItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, shortages of fueL/or materials, shake embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of ApeApexdisclaimsanyliabilityforspecial, Incidental, or consequential damages. This Agreement does not cover and Apex will not Iresponsiblefor; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry fallure or grade alteration3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have berepairedbyCustomer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereund. Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures IcommercialarbitrationoftheAmericanArbitrationAssoclatlonoranysuccessororganization, and In accordance with and subject to all, tprovisionsoftheUniformArbitrationActasinforceIntheStateofFlorida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. Tproceedingshallbegovernedbyonearbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex ordesignee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators vbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual baandnotnclasswidebasis. Apex shall recover all fees, costs, and attorneys fees assoclated with the arbltration proceeding. ENTIRE AGREEEMENT. The service Agreement signed Rt the time of purchase constitutes the entire Agreement between the parties anootherrepresentationsofstatementswillbebindingontheparties. REFUNDS. Apex at any time on or after 36 (thlrty-six) (months from the Initial date of Installatlon, terminate this Agreement andrelievedofanyiiabilityhereunderIfApexdetermines, in Its sole discretion, that it is unable to prevent or stop further damage to Prop( from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any clImms under the terms of this Agreement must be made Immediately in wrltlnTheApexCorporateOffice. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the [dent! Property for any purpose contemplated by this Agreement,) Including but not limited to re -Inspection, whether the Inspection was requebytheCustomerorconsiderednecessarybyApex. LIMITED .ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date. AfterInitial12 (twelve) month period, Customer may transfer or assign this Agreement with a SOTQ transfer fee payable to Apex wlthiithirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area508SPlumosaSt. 7006 Stapoint Ct. #G Tampa/Sarasota Area Merritt Island, FL 32952 5314 Faulkenburg Rd NWinterpark, FL 32792 Tampa, FL 33510 407-459-2847 ( 407-858-0540 800.929.2847 888.764.2847 813.221.2847 877. 459-2847 PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 128, MAGNOLIA PARK, AS RECORDED IN PLAT BOOK 63, PAGES 54-59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 128 CONTAINS 7827 SQUARE FEET f THIS STRUCTURE CONTAINS 2030 SQUARE FEET' t TOTAL CONCRETE 1118 SO. FT. t PT TOTAL SOD 4679 SQ. FT, t MAGNOLIA PARK TRAIL / A 43'43'49- 50' RIGHT OF WAY ° TRACT 'A• /' R-100.00' PRIVATE L-76.32' PC C8-N48-26.55•E ltT C-74.48' / Ok LOT 129 10 0=12-33'46" R=125.00' L=27.41' CB=N64'01'56"E C=27.35' BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE FOR LOT GRADING PLANS PROVIDED BY THE CLIENT. TRACT "D" Si ., , 'x•: = IcaEO t1: POND 1 p P, OQOgg-10, m_ P3338 EO f\-v105N2O tP ELE' ul O . O N. 0. Oa NpG MEWSE zs NP r N10",8, O . S 6o NOT PLATTE TY OF S INFO THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. 'REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO. 120289 0045 E, DATED 4/17/95, AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN THE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 128 BEING N19'41'11"W, PER PLAT. FIELD DATE:) SCALE:—'" = 30 FEET APPROVED BY: SJ nc vi cU: LEGEND BUILDING SETBACK LINE MLW CENTERUNE POB RIGHT OF WAY LINE POL PCCXXXXPROPOSEDELEVATIONPOC PROPOSED DRAINAGE FLOW Pp CONCRETE a LLBLANDSURVEYINGBUSINESSC.B. LS LAND SURVEYOR PCPRMPERMANENTREFERENCEMONUMENTPI PCP PERMANENT CONTROL POINT PRCP) PER PLAT PT M) MEASURED TYP CALC) CALCULATED A/C FND FOUND CBW C/W CONCRETE WALK RPS/W SIDEWALK R CP8 CSPCONRETELLATBOOK PGS PAGES p/WNGNATURALGRADEORBSO. FT, SOUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVE.. SUITE 8 WINTER PARK, FLORIDA 32789 - (407) 426-7979 i"=30' GRAPHIC SCALE 0 15 30 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUSCONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY OFFICIAL RECORDS BOOK I., THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THEOIL01D16,31 FIRMJOBNO. ASM44896 DRAWN BY: PLOT PLAN 6/2/04 KLE/OLC DATE CITY OF SANFORD E SU BM.ITTAL REQ iMEMENTS FOR l d C) SING DIVISION PERNI ITgtnr.NTIAL BUILDING 0 1, Two (2) recent boundnry and bujliil g location surveys showing setbacksfromallstructurestopropertylines -for permit for structures (not fences) 0 2 Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: or all bearin o a. Foundation plan Indicatingtnforcemant bar freplacementg walls. Provide side view details of these footers with r o b. Floor plan indicating interior wall partitions and room Identification, room dimensions, door, wlndolw, and/or opening sizes, smoke detector, location(s), lnndings, decks and stairs. Bathroom fixtures anddistancesfromwallsaretobalshown. Note the State of Florldn requtremcnu for bath door for compliance of Handicapped Code (F.S. 553, Part 5) O C. Elevations of all exterior walls, east, west, north and south. FinishfloorelevationheightasperCityEngineeringDepartmentor subdivision plat. f a d. Cross sections of all wall sections to be used in the structure. Bearingnon -bearing inter and exterior. Show all components of wall section. o e, Framing plan for floor Joists' where conventionally framed. Plan toIndicatespan, size and species of materials to be used. o {, Engineered truss plan with details of bracing. Engineered beams for splicing openings to carry and support trusses. 0 g, Stair details with tread and riser dimensions, stringer size, methods of attachment placement of handralls and guardrails. o h. Square footage table showl g footagcs: 0 S.F. Garages/Carports S.F. Porch(s)/Entry(s) I S.F. Patio(s) i S.F. Conditioned structure Total (Gross Area) S.F. 0 3, Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4, Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built one fll, report may be requested by the Building Officinl or his rep ljesentative. 5, Other submittal Documents: p A. Utility letter or approval when p 14wnter supply and/or sewer system connection to be made. p b. Septic tank permit to be Writ Seminole County Health Department at: 400 W. Alrport y anford, Fl (407) 665-3600. c. Arbor permit when trees to be r moved from property. Contact the City Engineer for details regard is arbor ordinance and permit. O 6. Application to be completed thoro hl,$ and signatures provided by a licensed and Insured contractor.1 QQWNERBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be Included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REOUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanl 3. Foundation elevation survey 4. Slab S. Lintel- tie bcaths - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing i 9. Tub Set 10. Framing 11. Tenant Separation / flrewall 12. Insulation, walls and/or ccilings 13. Electrical final, mechanical flzial 14. Building final 15. Other DATE SIGNA D and plumbing and plumbing final CITY OF SANFORD PERMIT APPLICATION Permit # — Date: 3-31-2006 Job Address: I Nlf}{-sf.S , Description of Work: Plumbing— underground, rough -in, top -out, final trim Historic District: No Zoning: Value of Work: $ 4,000.00 Permit Type: Building _Electrical_ Mechanical _Plumbing X Fire Sprinkler/Alarm _ Pool _ Electrical: New Service - # of AMPS Addition/Alteration _ Change of Service _ Temporary Pole _ Mechanical: Residential X Non -Residential_ Replacement_ New (Duct Layout & Energy Cale. Req'd) Plumbing/New Commercial: # of Fixtures _10 # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential X Commercial Industrial Total Square Footage: Construction Type: _# of Stories: # of Dwelling Units: Flood Zone: (FE,MA form req'd for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: D.R. Horton 5850 T.C. Lee Boulevard Suite 6000 Orlando. FL 32822 Phone: (407) 857-5200 Contractor Name & Address: First Ouality Plumbing, Inc. 746 North Volusia Avenue Orange City, FL 32763 State License Number: CFC 050566 Phone & Fax (386) 775-0909 & (386) 775-0918 Contact Person: Rick Capman Phone: (386) 775-0909 ext. 208 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: 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 issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate hermit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNINGTO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE, FOR IMPROVEMEN TS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITI-1 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of thispermit, 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 permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 3F3d13A _ Signature of Owner/Agent Date Signature -of Date Gary W. Evers Print Owner/Agent's Name Signature of Notary -State of Florida , Date Owner/ Agent is _Personally Known to Me or Produced ID it Contractor/Agents Name 1 611 *31166 natbrefof NotNina 1, ; E J1407turactorFAgenor Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial R Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Code Administration, Plan Review & Inspection Services CAPRI I NG I N 17 1S 11 I iVO Notice to Building Official of Use of Private Provider Project Name: Magnolia Park Parcel ID: 18-20-31-300-0020-128n Address: 131 Magnolia Park Trail Services to be provided: Plan Review Inspections Note: If the notice applies to either private plan review or private inspection services the Building Official may require, at his or her discretion, the private provider is used for both services pursuant to Section 553.79](2) Florida Statute. I D.R. Horton, Inc._, the fee owner, affirm I have entered into a contract with the Private Provider indicated below to conduct the services indicated above. Private Provider Firm: CAPRI Engineering, LLC Private Provider: Gary H. Elzweig, PE Address: 6220 S. Orange Blossom Trail Ste.l97 Orlando, FL 32809 Telephone: 407-855-1860 Fax: 407-855-1868 Email Address (Optional): elgzweig_@caprien ingeerin .com Florida License, Registration or Certificate #: 00034163 I have elected to use one or more private providers to provide building code plans review and/or inspection services on the building that is the subject of the enclosed permit application, as authorized by s. 553.791, Florida Statutes. I understand that the local building official may not review the plans submitted or perform the required building inspections to determine compliance with the applicable codes, except to the extent specified in said law. Instead, plans review and/or required building inspections will be performed by licensed or certified personnel identified in the application. The law requires minimum insurance requirements for such personnel, but understand that I may require more insurance to protect my interests. By executing this form, I acknowledge that have made inquiry regarding the competence of the licensed or certified personnel and the level of their insurance and am satisfied that my interests are adequately protected. I agree to indemnify, defend, and hold harmless the local government, the local building official, and their building code enforcement personnel from any and all claims arising from my use of these licensed or certified personnel to perform building code inspection services with respect to the building that is the subject of the enclosed permit application. I understand the Building Official retains authority to review plans, make required inspections, and enforce the applicable codes within his or her charge pursuant to the standards established by s. 553.791, Florida Statutes. If I make any changes to the listed private providers or the services to be provided by those private providers, I shall, within 1 business day after any change, update this notice to reflect such changes. The building plans review and/or inspection services provided by the private provider is limited to building code compliance and does not include review for fire code, land use, environmental or other codes. CAPRI Engineering LLC 6220 South Orlando Blossom Ste #197 Orlando, Florida 32809 (407) 855-1860 Fax: (407) 855-1868 www. capr i eng i neen n g. cone The following attachments are providing as required: Qualification statements and/or resumes of the private provider and all duly authorized representatives. 2. Proof of insurance for professional and comprehensive liability in the amount of $1 million per occurrence relating to all services performed as a private provider, including tail coverage for a minimum of 5 years subsequent to the performance of building code inspection services. Individual Signature) Print Name: Address: Telephone No.: Please use appropriate notary block. STATE OF COUNTY OF Individual Before me, this day of 20_, personally appeared Who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Corporation D.R. Horton. Inc. Print poration N me Signature) Print Name: Robert Lawson Its: Asst. Secretary Address: 5850 T.G.Lee Partnership Print Partnership Name By: Signature) Print Name: Its: 600 Orlando FL 32822 Address: Telephone No. 407/850-5200 Corporation Before me, this day of May 19,2006, Personally appeared Robert Lawson of D.R. Horton Inc , a Corporation, on behalf of the state corporation, who executed the foregoing instrument and acknowledged before me that same, was Executed for the purposes therein expressed. Personally known X ; or Produced identification Type of identification produced I (, a, ) - M,- --3 Sig ature of Notary Notary Public: NOTARY STAM [ BEL W My commission expires: \ Telephone No.: Partnership Before me, this day of 20_, personally appeared Partner/agent on behalf of A partnership, who executed the foregoing instrument and acknowledged before me that same was executed for the purposes therein expressed. Mellisa Cortes: Print Name: LISSA LYZETTE CORTES COMMISSION# DDM6923 EXVIRPS: Jan.16.2010 florlda No1Ny OoiNe0.0om Code Administration, Plan Review & Inspection Services CAPRI G I N It „ Notice to Building Official of Use of Private Provider Project Name: Magnolia Park Parcel ID: 18-20-31-300-0020-128OAddress: 131 Magnolia Park Trail Services to be provided: Plan Review Inspections Note: If the notice applies to either private plan review or private inspection services the Building Official may require, at his or her discretion, the private provider is used for both services pursuant to Section 553.791(2) Florida Statute. I D.R. Horton, Inc._, the fee owner, affirm I have entered into a contract with the Private Provider indicated below to conduct the services indicated above. Private Provider Firm: CAPRI Engineering LLC Private Provider: Gary H. Elzweig, PE Address: 6220 S. Orange Blossom Trail Ste.197 Orlando, FL 32809 Telephone: 407-855-1860 Fax: 407-855-1868 Email Address (Optional): elgzweiga,caprien ineering com Florida License, Registration or Certificate #: 00034163 I have elected to use one or more private providers to provide building code plans review and/or inspection services on the building that is the subject of the enclosed permit application, as authorized by s. 553.791, Florida Statutes. I understand that the local building official may not review the plans submitted or perform the required building inspections to determine compliance with the applicable codes, except to the extent specified in said law. Instead, plans review and/or required building inspections will be performed by licensed or certified personnel identified in the application. The law requires minimum insurance requirements for such personnel, but I understand that I may require more insurance to protect my interests. By executing this form, I acknowledge that I have made inquiry regarding the competence of the licensed or certified personnel and the level of their insurance and am satisfied that my interests are adequately protected. I agree to indemnify, defend, and hold harmless the local government, the local building official, and their building code enforcement personnel from any and all claims arising from my use of these licensed or certified personnel to perform building code inspection services with respect to the building that is the subject of the enclosed permit application. I understand the Building Official retains authority to review plans, make required inspections, and enforce the applicable codes within his or her charge pursuant to the standards established by s. 553.791, Florida Statutes. If make any changes to the listed private providers or the services to be provided by those private providers, I shall, within 1 business day after any change, update this notice to reflect such changes. The building plans review and/or inspection services provided by the private provider is limited to building code compliance and does not include review for fire code, land use, environmental or other codes. CAPRI Engineering LLC 6220 South Orlando Blossom Ste #197 Orlando, Florida 32809 (407) 855-1860 Fax: (407) 855-1868 www.capriengineerin coni The following attachments are providing as required: 1. Qualification statements and/or resumes of the private provider and all duly authorized representatives. 2. Proof of insurance for professional and comprehensive liability in the amount of $1 million per occurrence relating to all services performed as a private provider, including tail coverage for a minimum of 5 years subsequent to the performance of building code inspection services. Individual Signature) Print Name: Address: Telephone No.: Please use appropriate notary block. STATE OF COUNTY OF Individual Before me, this day of 20_, personally appeared Who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Corporation D.R. Horton. Inc. Print C rporation ame Signature) Print Name: Robert Lawson Its: Asst. Secretary Address: 5850 T.G.Lee 600 Orlando FL 32822 Telephone No. 407/850-5200 Corporation Before me, this day of May 19,2006, Personally appeared Robert Lawson of D.R. Horton Inc , a Corporation, on behalf of the state corporation, who executed the foregoing instrument and acknowledged before me that same, was Executed for the purposes therein expressed. Personally known X ; or Produced identification Type of identification produced r 1 Signa re of Notary Notary Public: NOTARY STAM1 BEL 'W My commission expires: U. 10 1 U Partnership Print Partnership Name By: Signature) Print Name: Its: Address: Telephone No.: Partnership Before me, this day of 20_, personally appeared Partner/agent on behalf of A partnership, who executed the foregoing instrument and acknowledged before me that same was executed for the purposes therein expressed. Mellisa Cortes: Print Name: MELISSA LYZETTE CORTES MY COMMISSION # DD506923 o EXPIRES: Jan.16,2010 0>7 39&0169 Florlda Notary 9ervico.com CITY OI' SANFORI) I'I•:IL:\11'1' rU'I'I,ICA-LION APPI.WA*VION APPROVIiu I1Y Special ('ondilions: 0 -1PermitIt : tub:ddress: -_I_t f a-Qr ti1\;c_ c`1C -riL._.^. Dcscriplion of \Vurk:----- Historic District: Zoning: Valuc of Wort:: S__ 03 - --__-- —__-- I'el-mil 'Tgpe: IStilding- I-:Iccu'ical Nicch;ulic;d 1'11,11thing Dire Sprinkler/AI;trnt Electric;d: Nc\e Scrvicc -- Il of A iMpS Addition/Alter;uion __ Changc ol'Scrvicc —_. 'fcmporaI-y Pole __... . Mcchanical: Residential Non -Residential Iteplacctncnt Ncw (Duct Layout & I,ncrly Calc. Re(1uired) 0 Z Numbing/ New Conunercial: II of fixtures it of Watcr & Scwcr Lines II of Gas Lines Plumbing/New Residential: N of W:ucr Closets _ 1'111ntbing Repair - Residential or Commucial Occ11pa11Q''1'ype: RCSldeitllal Commercial Industrial 'Total Square Footage: Cons(ruclion 'Type: It of Stories: It of Dwelling Units: Floo(l Zone: (FF.;\IA form required for ntltrr than X) V arccl JJ: (Alllach Proof of Ownership &- Lrgal Description) Owners Name &- Address: r3ir- Phone: Contractor NauAaVAP AGE PLUMBING, INC. P.O. BOX 620027 State License Number: _-_C.t-_ OV1ED0-FNR10A-32762=0027 - Phone & Fav cd(17 466_•3994 Contact Person: (2scl ,- ('1"PT UMBING; INC:----- Bunding Company: OYIF D_.', j WI(IF A 32762Address[ 0027 07) 3 b=3994 . mori;age Lender: Address: ArcItiiccI/F'itgiitcer: Add ress: I'hone: Pas: Application is hereby made to obtain a permit to do the work and installa(ions as indicated. I certify that no work or installation has commenced prior io the issuance of a permit and that all work will be performed to meet standards of all laws regulating consinrction in this jurisdiction. I understand that a separate permit must he secured for 1 L1:CTRICA1, W0ItK, PLUMIiING, SIGNS, WELLS, POOLS. F(JRNACI.S. 1101I-FKS, III•:ATI.ILS, TANKS, and AIR CONDITIONERS. etc. O\VNF.R'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compli:mcc wish all applicihlr. ia.v..:• construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RF-CORD A NOTICE OF COMI1ENCl;NII1:NT MAY RESUI-T IN '1tAl" TWICE FOR IMPROWMENTS TO YOUR PROPFRTY. IF YOU INTI:ND TO OIITAIN FINANCING, CONSIJI:f WITH YOUR LFNDFIt Ott iaN A'fl'OKNfiI' IiIiPOKI. RIiCORDING YOUR NOTICE. 01: COiN1MIiNCFNIFNT. NU71(:I.: In addition to the requirements of this permit, there may be additional restrictions applicable to this property Ihal nmY he found in the public records of this county, and there may be additional permits required from other governmental entities such asaoi"Coiuractor/At, mcni dim:lcts, sl:ttc agencies, or federal ;!geneies. Acceptance of permit is verification that I will notify the owner of the propeny of the requirentcttS i i ;. S o'nature of Owner/Agent Dale signatur-- ..-- )aic Print Owner/Agcut's Name Signature of Notary -State of Florida Datc hvncr/ AI;ent is _ Personally Known to Me or I' lod;Iccd 11)— -- 11 ( mml ,L 1). Ic) Print ComractoriAgent's Name j ' 14f Z Signature of Notary -Slate of Florida Dale MARTHA Y. HALL Notary Public, State of Florida oniracloc; lgent is j l'ci:.nnally M aaCQr i n)G (p. Feb. 1, 2008 Produced 11) ----Comm—No. DD 258139 Initial &. Dalc) no Intitd?: I)ele) (Initial.. Date) Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 mllemasters.xls PAGE DESCRIPTION DRAWING p I REPORT # SERIES INDEX MASTER FILE NUMBER 1 1 JINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION FLEX0022 1100026, INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING, FIN WINDOW FLEX0028IFLEX0029 110003 INDEX 4 INDEX' "MASTER 6 JINSTALLATION DETAIL WAN SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 = INSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW IFLEX0020 FILE NUMBER 3 ' -...: :• . INSTALLATION DETAIL SGL HUNG FLANGE WINDOWS IFLEX0016 11000 11000 1000 1600 & 2000 6 INDEX `. 7 JINSTALLATION DETAIL W/#8 SCREWS IFLEX0026 MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW FLEX0018 11000,1500 & 2000 1000 8 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 1000 1760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000 1760 & 2000 11 INDEX.. 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW MASTER FILE NUMBER 6 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 IFLEX0021 1000,1760 & 2000 1600,1000 & 200013 _ INDEX;... 14 SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS MASTER FILE NUMBER 8 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IFLEX0027 JIHMFINTR 600,1000 & 2000 1000 / 1600 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 11HMFLOTR 1000 / 1500 18 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IIHMFINTW 1000 / 1600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11HMFLGTW 1000 / 1500 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE .CAPACITIES . 11HMFIN 1000 / 1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFIN 11000 11600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFL0 1100011600 22 INDEX 23 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES MASTER FILE NUMBER 7 „ FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFINTR 1VMHMFLG 12000 1000 / 1600 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLGTR 12000 26 FLANGE VERTICAL -MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 12VMHMFLG 12000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2HMFLG 2000 200029FLANGEHORIZONTALMULLIONSECTIONS / DESIGN PRESSURE CAPACITIES 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2VMFIN 2000 31 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2VMFLG 2000. Pape 1 of 1 milemastemids O ALJTY WINDOWS BY FLORIDA EXTRUDERS TEST REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1A 53 1/8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1 /2" X 84 1 /2" .SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 20bO SINGLE. HUNG NCTL-210-2344-1 72" X 72" NCTL-210-2678-1 108" X 72" SER. 2000 FIXED WINDOW SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" -SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE OR MASONRY OPENING BY OTHERS ONE BY VOOD BUCK BY OTHERS CAULK BETVEEN VINDOV FLANGE L WOOD BUCK 1 STUCCO BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) SEE 'NOTES) WINDOWHEIGHT PERIMETER CAULK BY OTHERS 1 a CAULK BETWEEN JINDOV FLANGE L PRECAST'SILL V/VULKEM 116 ADHESIVE CAULK OR APROvED COL. CGIE BY WOOD CONCRETE OR BUCK BY OTHERT\7HA $O;+R7 OPEnir+G CAULK BETWEEN WOOD ;r OTHERS BUCK L MAS'Y, OPENING BUCK WIDTH I•I/•' MSM BY OTHERS j aJcaKMr SHIM AS RED'D. I C> INSTALLATION ANCHOR FLANGE TIE !/a' N. 3/16• DIA, TAPCON WINDOW FRAME (TEE NOTES) > SM,OvN (SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/16' D!A. TAPCON SHOWN (SEE NOTE 9) p I C 1-1/A' MIN. GLASS (TYP.) IIEMBEDMENT (SEE NOTES) a o 11 CAULK BETVEEN / WINDOW FLANGE L WOOD BUCK PERIMETER 1SHIM14' REO'D. CAE K v•MAX. BY OTHERSSEENOTES) WINDOW WIDTH I / FLANGE TYPE STUCCO JWINDOWFRAMEBYOTHERSHEADERCAULK BETVEEN _ I SECTION B-B MAS''Y. OPENING BY OTHERS WINDOW WTH. BUCKEIGHT WINDOW HGT. I K. FLANGE TYPE 1 WINDOW FRAME SILL TAPCON LOCATION CHART CALL TIP TO I LOCAT;ONS ,N gEAr-, LOCATION- IN JAua o TO UP TO I ' y TOSIZETIPO r SOPur 022 74 X 26 C.0 C.O I J Ia 023 74 x Jt 3/e CA I0.E I,JK.L LJ,K.L I0247• x 50 5/e C.0 I K,L O.'•,I,J! ; 1 0 x 4.j.J, L 033 110E I/ x 3S 3/e I B.C.C.E I 3:.O.E I I.J.K.LI 1,J.K.L 03, i I JA x B.0 n r: r E' E' I,J.K,L C. 12 T2J111 x }6 3/e I B.C.D.E I • 3 :.D.E.F' I,J,K.L I I.J,K.L raIII7SO5/e e.C.O.E e.c.oz! LJ.K.L K L W2 120 A I.J. ,L I.J.K.L 120 x 3: 3/1 B.0 DE II,J.K,L I,J.K.IM3 IMa120x /e 8.C.:.E. A.3.00 E.r 0.M.I.JK I.J K L 6020 72 x 2. v L LJ BOX 72 x 36 C.O 3.C,D.E I,J I,J,K,L 60a x a C.0 3.C,0.E I,J,K,L I,J K L ea A 21 L L 7030 e• x 35 B.C.C.E I b.C.O,E I.J,KL I.J.K.L 7010 A x aA B.C.-.E D.E I,J.K,L I.JK.L 96 x 2a 030 96 x 36 I e.C.C. I C,O.E I,J.K.L I.J.K.L 8040 gg Xa• B.C,:.r 3.C.DE.F LJ,K L G K _ I.. 9020 I L I,J JJ 90306x3bB,.D.E I D 1,,L0 J.K KKJ.,.LL a A A.S.C.D.EI K I 10020 120 x 2a L,v.E I.J I,J.K,L 10030 I 120 x 36 S.C.C.E I A.B.C,O.E! I,J.K.L I,J.K.L 10040 120 x Ab B.C.C. r A S.C,O.E.F LJ.K,L I.J,A.L ELE NATION VIEWED FROM EXTERIOR a SILL STOOL 0•p•z GBYOTHERSPRECAST SILL Br OTHERS SECTION A —A Pa EPAACD 9, P;3DVCI L AVPUCArIOM EI,4I,MEERING. INC.. 250 In NOTES• 1) SHIM AS REO'O. AT EAL- INSTA'_LATION ANCHOR. MAX. ALLOWABLE SH:M STACK TO BE 1/4', 2) WINDOW FRAME MATERIA.: ALUMINUM ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST eE OF SUFFICIENT LTH. TO ACi-mM MIN. EMSEDUENT'OF 1-1/4- INTO MASONRY OR CONCRETE. a) USE SILJCONIZED ACRY,.IC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE AT;ACnED TO THE SUBSTRATE WITH VULKEM 116 AOHESIVE CAULK OR A::ROL!D EOUAL. 5) USE SILKONIZED ACRYL:: CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF. EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHOI. USE ANCHOR OUANTITY. USTEO WITH NEXT LAGER SIZE. FOR TH,EAPPROPRIATE DESIGN PRESSURE REO:O. 7) GLASS THICKNESS MAY VARY 7Ei THE REOVIREMEN-S OF ASTM E1300 GLASS CHARTS. 6) LETTER CESI0•NATI0hS ON THE TAPCON LOCATION C:AR* INDICATE WHERE TAPCON ANCHORS 'ARE TO EE INSTALLED WHEN US,NG THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED MOLES N-07 DESIGMATED FOP TAPCON ANCHOR SHOULD BE FILLED W:'H It S_REWS OF SUFFICIENN7 LTn. TO PROVIDE MIN. 5/e IN. EuBEDME!: INT? W000 BUCK. 10) APPUC.ATION Or VULKEV IIE A: ESPJ- CAULK AT rRAME SILL MUST COMPLY WITH SEALAN' MANY=:TOPER'S RECOMMENDATIONS. 11) WHERE WINDOW IS INS ALLEO I.NMASCNRY OPENIN' WITH A STRUCTUAL TWO BY BUCK. USE i'D SC=E'•9 0% SUFFICIENT LENGTH TO ACHIEVE 1- 3/e' MIN. EMBEOME'•T AT ALL IN:"A:LATION FATTENER LOCATIONS. 7_:;;. A 7d746 PHCIK •27 605-0365 SHEATHING I' MIN. TWO BY WOOD CALLK BCTVCCN BY OTHERS LNBEDHENT BY OTHERS WINDOW rN t—VINDOV WIDTH Zia' MAX. SHEATHING = II Sti!M S?AC; INSTALLATION 7I.I1 CAULK BCtVE_N TWO 9T WOOD W(NDOV FIN ANCHOR •9 SCREW By OTHERS t SHEATHING SHIM AS REO'0. STUCCO OR II (SEE NOTES) SIDING BY Xlia• MAX. OTHERS \, SHIM $FILE XII PRIME O( CAViTPI, TMCRSBrpSHIM AS I REQ' D. SEENOTEDI SEE NOTE 71 / EnlB' ENDelY.NT IWINDOW HEIGHT PERIMETER CAULK BY OTHERS, INSTALLATION III ANCHOR tBSCREWSTUCCOOR S1DIN0 BY II OTHERS CAULKBETWEEN WINDOW FIN 1•MIN It SHEATMINGSHEATHINGBYOTHERS EMBEDMENT SECTION A - A vINOOv WIDTH z•• O. C. IIMAX. TYP.) FINTYPE VINDOV FRAME HEADER WINDOW HEIGHT GLAZING TYP. 7J SEE NOTE 7) jERI>VEREOUALLY CAULK SHEATHINGTGTKRSPACEBYOTHERSANCHORSFIN TYPE WINDOWSTUCCO OR 1 (TYP.) FRAME JAMB SIDING BY INSTALLATION B OTHERS ANCHOR + 3 SCREW 7 SECTION E-B 24• MAx. O. C.. C. FINTYPE MAX. ( J[2TYP.) WINDOW FRANC6' MAX. SILL TYP.) ELEVATION VIEWED ROM X RIOP. MARBLE SILL STOOL BT* rr OTHERS V.. :17 L icy.J• • A sl~p `• `)• 4 NOT; S. 1) SHIM AS REO'O. ADJACENT TO.EACH INSTALj(TION A.NCHCR. MAX. ALLOWiBLE SHIM STACK TO u -pT ,!/•sT^ y aJSti.V.:I CJ::•~:' :CtCi: BE 1/4'. EX%RuPgRS 2) WINDOW FRAME MATERIALALUMINUM ALLOY 6063. 3) NvsTALLAT10N ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EWBEOuENT OF I' INTO WOOD FRAME MEMBER. r— TIia• y' `jri : j: T a) USE SIUCONIZEO ACRYLIC CAULK BEMNO W:NOOW FIN AT MEAD. SILL C JAMBS. S) USE SILICONIZED ACRYLIC CAULK FOR PER:vETER SiAL A.;OUNO EXTERIOR OF WINDOW FR.u(E. SPACE SHIM , r _— MAX. 6) GLASS THICKNESS MAY VARY PER THE REC•JIREuEN-.S Cr ASTM E1300 GLASS CHARTS.. 7) INSTALL INSTALLATION FASTENERS AT 6- MAx. FROM CORN--RS AND MAX. ZA- O.C. 0£SIGN PRESSURE CAPACITY OF INSTALLATIONS, W'H A.NCHCA SRACINCAS STATED, IS 70.0 PS,- FOR ALL AVAILABLE SIZES UP TO 73- x 71' u.ac. SHIM AS RE0.0. SEE NOTFf) TWO BY WOOD By OTHERS KL-tll an rMmNLI a AI'oL ICArION ENGIKERIM6. INC.: Z50 INTERNA71(i,AL PXVT.. ZVITE Z50. HEA7-ROV. FLCR:DA W-i PHONC •:7 606-0365 FAA A07 905-536 I • 1 s SHEATHING CAULK BETvEEN BY OTHERS viNDOV Fln L SHEATHING INSTALLATION _ ANCHOR is SCREv STUCCO OR SIDING BYOTHERS — I PERIMETER CAULKS BY OTHERS GLAZING (TYP.) SEE NO1C 7) vINDOv HEIGHT PERIMETER CAULK - BY OTHERS INSTALLATION. ANCHOR S SCREv Stucco OR SIDING BY OTHERS CAULK BETVEEM ::: t VINDOV FIN SHEATHINGSHCATMiNGByOTHERS TVO BY v00D 1• WINS - Bi OTHERS iEHSEDH(n I III Y 1/4' MAX. i SHIM SPACE SHIM AS REO'D. FIN TYPE (SEE NOTES) VINDGv FRAME HEADER vINDOv WIDTH 2 l' D.C. I.' MAX. AIICTYP.) WINDOW HEIGHTFINTYPE V1NDOv FRAME SILL I E MARBLE SILL STOOL BY 24' O.C. OTHERS MAx. CTYP.) 1/4' MAX. r SHIM SPACE T SHIM AS SEE NOTES) 7K7 BE M DMENT TvO BY OBY OOD SECTION A -A WINDOV VIDT14 Tv0 BY WOOD By OTHERS SHIM AS REO•D. SEE NOTES) GLAZING (TYP.) SEE NOTE 7) FIN TYPE VINDCv FRAME JAMB EOUALLY SPACE 1 ANCHORS (TYP.) A 6- MAX. TYP.) 6' MAX.<TYP.) L VATION VIEW D FROM EXTERIOR rioIT/ ,tfRupERS_ - - - 1— I/4' MAX. CAULK BETWEEN SHIM SPACE v1NDOv FIN L SHEATHING 1' MIK EMBEDMENT I L SHEATHING By OTHCRS PERIMETER CAULK BY OTHERS INSTALLATION STUCCO OR ANCHOR .3 SCRCV SIDING BY OTHERS SECTION B-B Nel. c. 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO A"IEVE MIN. EMEEOMENT OF 1- INTO w000 FRAME MEMBER. A) USE SILICONIZED ACRr,IC CAULK BEHIND WINDOW AN AT MEAD. SILL k JAMBS. USE SILICONIZEO ACRYLIC CAUL( FOR FERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 6) GLASS THICKNESS MAY VARY PER THE REOuIREMEMS OF ASTM E1300 GLASS CHARTS. 7) INSTALL INSTALLATION FATEENERS AT 6' MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE. CAPACITY OF INSTALLATIONS WITH ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVA)LA?LE SIZES UP TO 119- X 49 5/8- MAX. REV DESCRIPTION DATE IN] FLORIDA EXTRUDERS jsaNeon° FIOPiDa TITLE: INSTALLATION DETAIL .,/ R8 SCREWS HORZ. SLIDING FIN WINDOW xOX CONFIGURATION- SERIES 1000 DRAWN BY: BB I APPROVED BY: Fes'• C. ) Lvuc DATE:12i17/01 SCALE: N. T. S. DWG.: FLEx0029 REPARC6 Ir. PROMT I, AP. IC.TtON ENGINEERING. INC.. ?W INTCRMTIDGAL PKVI., SLITS 230. HEATHROV. I-CRIDA 22746 PNONC o- BCS-0765 rAA .07 BLS-0)66 CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD_ BUCK By OTHERS CAULK BETWEEN WINDOW FLANG L WOOD BLKK STUCCO BY OTHERS PERIMETER CAULK V.N. BY OTHERS v INOpWHEIGHT) GLASS (TYP.) SEE NOTES> PERIMETER CAULK by OTHERS 1 cONC<ETE DR TAP CONBETWEENvC00ONEBYWOODMA•D•Jtr P A, CON LOCATION CI-iARI BUCK L MAS'Y. OPENING INST PLLATION ANCHOR BUCK 91 07HERS BY-OTHCAO EKING LOCATIONS IN HEAD OCATIONS IN JAMpBYCTnERS3/15' DIA iAPCON CALL I TIP TO Psr I osr .oav JURY Joosr \ B.W. 1-In• MIN _ 0— 9uCK WIDTH) I j [.0 OMCNT SIZE IMP TO TO I TO TO I TO TO 1/.. SHIN 1K s r T e r Aa o r 7 0 I'I/!' MIN. FLANGE TAPE SPAS• MAX. In2 2! I/2 % 36 C C C GM 7111; C M EMBEDMENT WINDOW FRAME Ina 26 1/) >' 36 3/e C C I C G,H G,ry c \ Sn;M AS RI 1„a 2! I/2 x 50 5/e C C C 4nJAMB ($••:E NOTES) I HaS 25 t/2 x 56 ,/. C C C G.H InS 26112 X 6_ C C CiNSTA16" IONANCHOR, J IH6 16 I/1 x 72 C C C G.n .HLJ I/. SHIM 3/ I6' DIA, TAPCON 17 1 x 0 L .n n SPACE nAX.-j 2J J7 x k 3/! C C C C.n CAN G,n 1 RIGID VINYL ZA 37 X 50 5/e C C C G.n C.HLJ GLAZING BEAD ZS 37J7 zb63/A C C I C Gn G.nJJ Q.n.LJ GLASS ( TYP.26 17 x 12 C C C C.H,LJ C.H,I,J E.F,G.HI.J SEE NOTES, o I 33 53 t/6 x SE ]/e C e.0 2.0 C.M G-H G.m.I.J QI3. $3 1/1 x 56 1/6 C B.0 B O.M C.H. I, J C.LJ 611 I JU 53 1/e x 56 1/• C B.0 B.0 G.M,LJ G.MJJ EF ,nJ,J 35131/e x 63 C B.0 B.0 G.HI,J C.HJ.J SHIM AS REO'D. - 36 a3 1/3 X 72 C e.0 'e.0 G.HIJ E.P,C.NLJ E.F :,n !J SEENOTES) 2 L n B. M, CAULK BETWEEN C23 7A X 18 3/e B.0 B,C A.3.C.0 G.M G.MJJ GnLJ WINDOVFLANGEBOCKC147A % SD S/e B.0 B.0 "A,9,C.0 C.n;1,J G.nJ.J E .C,MI,J LWOODBUCKopia<_ 7. x S6 t B.0 A,B,C,CE.F,G!(,t.JE.F,G,n,I,J FLANGETYPEHEIGHT) /A B.0 VINDOV FRAME 025 7a x 63 e,C e.0 A.9.C.D G.H,LJ E.F,O,M,LJ E.F.G.M.t,J- nHEADERPERIMETERC26iAX72ece.0 I A 3 C.o G MI,J I E. ,C.H I,J E,F,r, IJ- e RIGID VINYL GLAZING READ IT YPA FLANGE TYPE WINDOW FRAM SILL CAULK BETWEEN V. Q VINDOV FLANGE L PRECAST SILL Q W/ VULKEH 116 PRECAST SILL SECTION A -A ADHESIVECAULKBYOTHERSOR APROVED EOL. IW FAAW. W. B C D H. r-- I 1 B L A--- J ELEVATION VIEWED FROM EXTERIOR CAULK STUCCO 2DM20u a X a V.n BY OTHERS By OTHERS 20u30u 2A x 36 C C I C G.H G.H G.H OV46U 2+ X 46 c C C C. G n C.H V.V. WINDOW WIDTH) CAULK BETWEEN 20w56u 20u5OM24 X SA 2- x 60 c C C CI C CC,M G. n GM G, M C, H,I.J G• HIJ WOODBUCKL4MAx7cCCGr. G.MI,J G-1J SECTIONE-B MAS'Y. OPENING 30u204 36 % 2- G. M NO'. ES: By OTHERS 30N30M 36 X 36 C C C G,11 G,M C.n i) SHIM AS REO.O. AT EACH INSTALLATION ANCHOR. MAX. A_LOWABLE 30U40M 3E x fE C C C G.N C. H,I.J C nI,J SHIN STACK TO BE 1/4•, 3OM46M 36 X 54 C c C C.11 G,H.I,J CHIJ 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3OW50M 30u604 36 X 60 36 % 72 C CC C C CG,H G.MLJ C,HJ,J G, IiJ,J G H IJ 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH, TO ACHIEVE MIN. wu M yry EMBEDMENTOF1-1/4- INTO MASONRY OR CONCRETE. a0u}pu A6 x 36 C C 9.0 C nC.M G!IIJ C A) USE SILICOMZEO ACRYLIC CAULK BEHIND W'.NOOW FLANGE AT MEAD k AOMAOM A6 X AB C C e.0 CH C-JJ C.M,I,J JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 4OM46W 46 X Sa C C 9.0 G.n G.HJ.J C,MIJ 116 ACHE WE CAULK OR APPROVED EQUAL. ApuSOM 46 x 50 C C S.0 C.M.I.J C,HJ,J E.F.G.H,I,J S) USE S4KONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND 40u60u t! X 72 C C B.0 G.M.I,J E.FG.MI.J f H I EXTERIOR OF WNDOW FLANGE. 46 u4 54 X 24 o.L n G.H G.M 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE 46. V 54 X 36 C B.0 B.0 G:H D.M CJi,I,J ANCHOR QUANTITY LISTED WITH NEXT LAACER SIZE. FOP THE 4SM40u 54 % 46 C B.0 e.0 0,M G.nJJ G,M,LJ APPROPRIATE DESIGN PRESSURE REO•D. A6ua6M SA X 54 C e.0 S.0 C,M.I.1 C.HJ.J E,F.G.MJ.J 7) GLASS THICKNESS WAY VARY PER THE REOutREMENTS DF ASiM E1300 A6M5OM Mb u SA x 60 5A' x 72 C rB.C. 8e.0 e. 0 G.H,IJ HIWIJ.J c MI E, F,C,M,I,Jr H GLASSCHAP.TS. 50u20u 60 x 24 B, a. Cn C.H G. e) LETTER DESIGNATIONS ON THE TA-PCON LOCATION CHART INOICATE SCu30u 60 x J6 C B.0 G.M 0A1 CJ1I,J WHERETAPCONANCHORSARETOBEINSTALLEDwMENUSINGTHESOusOu60xa6CB.0 C ee. 0C n C.MJ.J C.H,I,J EXTERIOR ELEVATION AS A KEY. 5OW46W 6C X 51 C B.0 B.0 C.H.J.. G.HJ.J I E.r,C.H,I,J 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR 5Ou504 60 X 60 C B.0 E,C O.HJJ G,HJ.J E.F.C.n.LJ SHOULD BE FILLED WITH 18 SCREWS OF SUFFICIENT ITM. TO PROVIDE SOu60u 60 X 72 C B.0 0 C.M,I,J E.F.G.M,I,J E.F.C.H.I.J MIN. 5/ 6 IN. EMBEDMENT INTO WOOD BUCK. 56u2o. 56u30u 0o 66 x36 L a ' LB,C Z. A.3.C.: n Gj1 C, M ry G. HJ, J lO) APPLICATIONOFWLKEM116ADHESIVECAULKATFRAMESILLMUST56UA0u66XA6e.^_ B.0 A.c.C.Q G.H C,M,IJ Gr.m.l COMPLY WITHSEALANTMANUFACTUF.EP.•$ PECOu61ENDA7;ONS. 56uA6u 66 X 51 e.c B.0 A.3.c.S C OO'NI E.F.G.H.LJ t :) ONEAQdTONAIFIELDOP.4!ED fa INSTALLED AnCnOF. 1<. REO•D. IN SSu50u 66 X 60 e.0 B A.B.Cc H.I.J G.N,LJ E.F.C,n,1,J E.F,G.n,1,J EACH JAMB ON THE FOLLOWING SIZES: -J25• (73 x 62). '026• 6u60u 65 x 72 eC B.0 A.=.C.- G.nl.l Ef,G.HLJ E.SG.H!.J• 73 X- 71), '56M60M• (65 x 71). k •50u60N• (71 .x71). PUCE ON. 4 n Y,,n ry ANCHOR BETWEEN ANCHORS •G AND I• AND BETWEEN ANCHOR$ •H 6OM30M 72 % 36 e r,:. AND J• OVER SS P5: ONLY, eD4ADM 71 % A B.0 84 A.B.C., GIt I,JC.M,I,J 11) WHERE WINDOW IS INSTAL! EO IN MASONRY OPENING WITH $TRUCTUAL EOMa64 72 X 5A 72 x 6C e.0 e CBc rA. B. C.: A,= C. M I.J G,H,I,J E.F,G.n,LJ r F TWO BY WOOD BUCK, USE /10 SCREWS OF SUFFICIENT LENGTH TO b0450M y6Dy 72 x 72 B C B.. B C.: A,=,C. I C, H, ,J C.M,1,1 I C.F,C.H,I,J E.F.0 M I,J O E F G M I ACHIEVE 1-3/8• MIN. EMBEDMENT AT ALL INSTALLATION FASTENER ADDiTIONaL AN.HORS RE—D. S_E ruiE 11 LOCATIONS. ONSIZESNOTEDINNOTE (:1 ADO A ):0 SCREW H ' ANCHOR, TO EACH JAMB FOR NOTED OZSICN PRESSURES. FLORIDA EXTRUDERS 1 S NFRD, FLORIDAB CENT - „,_ J awry AC d 11 TITLE: I NSTALLA T I CIN DETAIL 41/ TA?CONS t zFenp4 rR, HORZ. SLIDING FLANG= uINDOw SERI. ES 1000 S DRAWNBY: BB I APPROVED BY: DATE:10723/ 01 SCALE:NTS DWG.: FLEX0020 PREPAPEC BY. PPOOVJT l APPLICATION ENGIra:E4:N6. INC.. 25C INTCRNA'ICNAL PXVI„ S'J:TC 250. HEAT-:3v. r,_::DA 22716 P.-CAE r:7 605.0365 1- 17 205-0341 i ONE BY vOOD BUCK BY OTHERS CAULK BEiVEEnVINDOVFLANGE - L vCOD BUCK CONCRETE OP r MASONPT OPENING BT OiH[RS r D A CAULK BETvEEN B.V. VOOD BUCK A c6UCK VIDTN) MAS'Y. OPENING INSTALLATION ANCHORBYOTHERSONE3/16' DIA. TAPCON BUCK BYBT VOOD DTHERs - 1- I/4' MIN. EMBEDMENT INSTALLATION ANCHOR 3/! 6' DIA. TAPCON STUCCOrG.- ASS HIM A$ REO'D. BYOTHER$I/.• MAX. PERIMETER( SEE NOTES) CAULK BY OTHERS FLANGE TYPE vINDOV FRAME HEADER RIGID VIMTL GLAZING BEADLITTP CV h . I'- (TYP.) (SEE NOTES) SHIM AS REO'D. RIGID VINYL .I/.' MAX. GLAZING BEAD (SEE NOTES rP.) _ GLASS TTP.)( SEE NOTES) FLANGE TAPE V INOOV FRAME JAMB CAULK BETVfEN VINDOV FLANGE PERIMET[R LVOODBUCKCAULKBY OTHERS W. V. VINOOV VIDTN) BUCK CAULK BETVEEN HEIGHT) VOOD BUCK L CAULK BETVECN VINDOV MJ,S'f. OPENING FLANGE L PRECAST SILL BY OTHERS VULKEM 116 ADHESIVE SECTION B-B CAULK. OR APRV'D. COL. FLANGE TYPE PERIMETER / L'INDOV FRAME CAULK SILL BY OTHERS 0 PRECAST SILL ::::;x Q IIIIIII A-- MIFI--.-- W.W. BY OTHERS I A B C 9NOTES SECTION A -A 1) SHIM AS REO'D. Al EACH INSTALLATION ANCHOR. uAx. ALLOWABLE SHIM STACK TO BE 1/A-. 1 D 2) WINDDw FRAME MATERLAL: ALUMINUM ALLOY 6063. I / 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE / MIN. EMBEDMENT Or 1-1/.' INTO MASONRY OR CONCRETE. USE SILICONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD k JAMBS. SILL MUST BE AT7ACMED TO THE SuBSTRA'E WITH B VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL. 5) USE SILICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND W,H. C EXTERIOR OF WINDOW FLANGE. F 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED WITH NEXT URGER SIZE. FOR THE / APPROPRIATE DESIGN PRESSURE REO•D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED wHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TAPCON ANCHOR- SHOULD BE FILLED WITH /8 SCREWS OF SUFFICIENT LTM. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD 5-JCK. A 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS I!= AND 2000 ELEVATION SERIESSwAEHuNGS. II) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRLICTUAL Two BY w000 IEEK. 3/ /TD . REWSEw2E DE * VIEWED FROM EXTERIOR SUFFICIENTLENGTHTOACHIEVEi-3 P- MIN, EMPEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. CONCRETE 09 MASONRY OPENING BY OTHERS I - I/•' MIN y. [ MB[OHCNT STU 0 BY THERS C: O I I0 TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30-sr To .OPSr A l Psr TO 7OPSr 30•sF To ADPsr TO 7C.$, 12 1e 1/3 A 25 B B F.0 r,c 13 1e 1/3 x, 37 3/8 e B r.G F.G 1. 1e 1/5 x .9 5/5 B B F.G f,G 145 16 1/8 X 55 1/, B e F,G F.G IS 16 1/5 x 62 B B F.0 r,0 16 18 1/e a 7t B B F,e 17 1. 1 X P f r,GJ.a IM2 25 1/2 31 25 B B 1n3 25 1/1 A ]7 1/1 B B F.G r.G I'. 25 1/2 A 46 5/1 B B F,G f,G.HJ 1 H452s 1n x 55 1/• e e F.c r,c NJIns 25 1/2 x 62 B 6 F.G F.C.. IH6 25 1/2 A 71 B B F.G F.G..) TH7 25 1/2 a el, e e F.G.J.K F,G,J.K b 1/7 . 16 29 1/2 x 25 30 1/2 . 3a )/6 79 t/2 x f,G F,G 30 1/2 . 50 3/0 29 1/2 A 49 5/8 B B F.GF,c.HJ 30 1/2 . 56 1/. 29 1/2 x 55 1/1 B B r , F,G,ej 30 1/7 . 63 29 1/2 x 62 B 6 F,G F,G.M,I 30 1/2 . 77 29 1/2 A 71 e e r.G.H,I r.c.H.l b 1 2 aA 29 1/2 x e3 B B F,G.J.K F.c.J.A 36x25 0 23 J6 A 37. 3/5 B 8 F.G F.0 2• 3e , s s/e 6 e r.c F.e.HJ 245 36 x 53 V. B 6 f.G F'G.h.1 25 36 A 62 B B F.CJ(,I F,O.MJ 26 36 x 71 B 6 F,G,H,I O.E.F,G-.I 7 36 x 83 B B F.G.J.K F,O.nJ, t a at x 25 2 . 38 3/8 41 , 37 3/0 B B F,GG,M.J 2 1 x .9 F,c.HJ 2 . 56 1/. 1 , 35 1/. B B f,G nJF,O.HJ A2 . 63 Al x 62 B B F.GJLI D.E.F.OJ-J A2 . 72 t . 71 B 6 F,G.n.1 O.U.G J a X el 9 r c J.K r.c.n,I.J.K 8 . 26 47 X 25 B A,C e . 3e 3/8 47 x 37 3/8 B A-C G F,G.HJ a . 54 3/3 1 , .6 s/a 8 A.0 F.G F.c.HJ e 56 11, 1 x SS 1/. B A,CF.G,n,1 F,e,H.J48 x 63 7 a 62 B A,C r,c,H,l O.E.F,G! 1 48 72 71 B A,CF.G,HJ O.E.F.GJ•,1 7: nr - K 32 57 1/6 X 25 B A.0 F.G F.G 33 52 1/, x 37 3/e B A-c r.c F.C.M.J3. 52 1/8 a .9 3/8 a A,C r.G.H.I F.c.M.1 3. 5 52 1/1 1 ss 1/. 1,A,C F,G.NJ O.E-F.G.H.I 35 57 1/e A 62 B A,C f,G.Md O.E.F.GJ(,1 36 52 t/6 A 71 B A,C F.G.N.1 0.E.F.r.H., 7 37 ve x e3 B A C F.G.J.K G.I.F. GJ.-.J. 37 SIZE NOT A-LABLE IN 1000 OR tSOO SERIES. FLORIDA EXTRUDERS 1 sANeRo° FLORioa TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1500 L 2000 DRAWN BY.: BB APPROVED BY: DATE: 10/09/01 SCALE:NTS DWG.: FLEX0016 PP.( PAR(0 6•: PRODUCT A APPUU25)M G.Gn((RwG, INC.. 2SO WT(RHA110Y6L KY., SATE 250. MCATHROW, rLOA10A 327.6 PHOME .07 605-0365 FAX .07 3:5-J366 CAULK B_TWEEN WINDOW FIN t SHEATHING INSTALLATION ANCHOR sS WCOD SCREW STUCCO _ Er O'HCRS WINDOW HEIGHT PCRIMETER CAULK By OTHERS I- MIN. EMBEDMENT SHEATHING TWO By WOODByOTHERSOrOTHERS SHIN AS RS) I, I SHIM NOTES) GLAZING ITYP.) SEE NOTES) b III Ii A' MAX. SHIM SPACE FIN TYPE WINDOW FRAME MEADER GLAZING (TYP.) SEE NOTCS) FIN TYPE WINDOW FRAME PERIMETER SI uRBLE SILL CAULK STOOL IT DINERS BY OTHERSwo INSTALLA 10N ANCHOR ( TWO By WOOD8VODDSCREWByOTHERS STUCCO BY OTHERS CAVLK.BETVCEN WINDOW FIN SMIATMING t SHEATMING BY OTHERS I*MIN. EM.BEDM.ENT SECTION A -A VINDCW WIDTH I IAA' MAX. SHIM SPACE SHIM AS REO'D. TWO BY WOOD SEC NOTES) STUD BY OTHERS P,,A,L FLGa MAC FACTUn ° NAD%• 1' MIN. j EMBEDMENT FILE GLAZING (TYP.) I _r blAS Trq ER (SEE NOTES) r WINDOW I W!D,H I A I 9 B 24, O.C. MAX, (TYP.) EQUALLY SPACE WINDOW ANCHORS (TYP.) HEIGHT T— A + 6MAX.J TYP.) 6. MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR SHEATHING' I OTHERS FIN TTPE CAULK BETWEEN WINDOW FRAME WINDOW FIN t SHEATHINGJAMB PERIME'CR INSTALLATION ANCHOR CAULK AB WOOD SCREWBYO'HE;S STUCCO By OTHERS SECTION B-B NOTES. 1) SHIM AS REO'0. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM SACK TO EE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063; _. J) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIM MIN. EMBEDMENT. OF I* INTO WOOD BVCK. A) USE SILICONiZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL h JAMBS. . 5) USE SILICONIZED ACRYLIC CAULK FOR PCRWETEa SEAL AROUND EXTERIOR OF WNOOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCr.OR CHART. USE ANCHOR OUA.%TITr LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VAPY PER THE REOUIREYENTS OF ASTU E1300 GLASS CHARTS.. . B) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO ti=PLIES TO THE FLORIDA ETP.VDERS 1500 AND 2000 SERIES SINGE HUNG WINDOWS. 7 COMCRCIE ORMASONRYOPENING BY OTHERS ONE BY VOOD BUCK BY OTHCRS CAULK BETV`_CNvINDOVFLANGE BUCK6vCCD p STUCCO J IT OTMERS PFR[ITER CAULK By ETHERS GLASS (TIP.) SEE NOTES) VA VINDOV EIGMT) PERIMCTCR CAULK BY OTHERS a CAULK BETVECN VtNDOV FLANGE 6 PRECAST SILL V/VULKEM 116 ADHESIVE CAULK OR APRV'D. EOL. INSTALLATION ANCHOR 3/16' DIA. TAPCON CAULK BETWEEN vCCD BUCKENINGtnAi•r. OPI BYOTHERSGLASS ( r TP.) I- 1/A• MIN. (SEE ND'CSI G EMBEDM_NT 1 i 0.'F. SHIM AS REO". I met' Q SJ• . 1/ 4' MAX. SEENOTCS) FLANGE TYPE vINDOv FRAMC W. W. L_ RIDGED VINYL A GLAZING BEAD B. H. BUCK / HEIGHT) RIDGED VINYL GLAZING• BEA FLANGE TYPE CvINDOV FRAMC a. I a PRECAST SILL BY OTHERS SECTION A —A_-.._,_. B v W. H. ' 24• O,C. MAX. (TYPO I 6' MAX.7 ( TIP.) 1 IA ELEVATION VIEWED FROM EXTERIOR B. V. BUCK VIDTH) SHIN AS RCO'D. 1/ A• MAX. cSEE NOTES) RIDGED VINT' GLAZING BEAD I- v•• •:•. CONCRETE OR C•lC S.Krf NA$cNRT VENING BY OTHER: D INSTALLATION ANCHOR 3/ 16' DIA..TAPCON . O v ONE By VOCD BUCK By 07MERS FLANGE TYPE O VINDOV FRAME CAULK bEtvEEN PERIMETER VINDOVFLANGESALWOODBUCKBYOTHERSCAULK BCTv£EN VOOD BUCK 6 V. V. MAST. DPENING WINDOW WIDTH) I\_ By OTHERS STUCCO BY OTHERS SECTION e—B NOTES 1) SHIN AS REO'O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1 2) WINDOW FRAME LATERAL: ALUMINUM ALLOY 6063. 3) 3/16- DIA TAPCON INSTILLATION ANCHORS MUST BE OF SUFFICIENT ITH. TD ACHIEVE MIN. EMBEDMENTOF1-1/4INTO MASONRY OR CONCRETE. A) USESILICONIZEDACRYLICCAULKBEHINDW17(DOW FLANGE AT MEAD 6: 3Au86. SILL uu6T BE ATTACMEO TOTHESUBSTRATEWITHvLuEM116ADMESrvECAULKORAPPROVEDEOUAL. 5) USESILICONIZEDACRYLICCAULKFORPERIMETERSEALAROUNDEXTERIOROFWINDOWFLANGE. 6) IFEXACTWINDOWSIZEISNOTLISTEDINANCHORCHART, USE ANCHOR'DUANTITT LISTED WITH NEXT LARGERSIZE. FOR THE APPROPRIATE DES:GN PRESSURE AEO'O. 7) GLASSTHICKNESSMAYVARYPERTHEREOUIREMENTSOFASIME1300GLASS CHARTS.. 8) WHERESPACINGBETWEENTAPCONANCHORSEXCEEDS24111. O.C.. /6 SCREWS:OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. Cu°EDMENT INTO WOOD SUCK SHOULD BE INSTALLED. 9) FLORIDAEXTRUDERStOOCSERIESFIXEDWINDOWISSHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS2000SERIESFIXEDWINDOWS. — - 10) SEE BACK OF THIS SHT. FOR INSTL*N ANCHOR REOUIREMENTS. 11) APPLICATIONOFVULKEM116ADHESIVECAULKATFRAMESILLMUSTCOMPLY WITH $fA'JINT MANUFACTURER'S RECOuMENCATIONS. 12) WHEREWINDOWISINSTALLEDINMASONRY OPENING WITM A STRUCTUAL TWO By WOOD BUCK. USE /10SCREWS•OF SUFF)CIENT LENGTH TO ACHIEVE 1-3/8' MIN. EMBEDMENT. 13) WINDOWUNITSCANBEMULLE0TOOTHERUNITSUSINGALUMINUMTUBEMULLION. SEE MULLION INSTALLATIONSHEETSFORREOUIREuENTS. INTERNATIONAL: INC FLORIDA EXTRUDERSSANFORD. FLORIDA TITLE:iNSTALLATiON DETAIL V/ ONE BY BUCK P, FIXED,FLANGE WINDDW - SERIES 1000 & 2000 DRAWN BY: BBAPPROVED BY: 2 DATE:10/ 22/01 SCALE:NTSDWG.:FLEX0018 SHEET 1 OF 2 PACPAR[O BT: ' ROOUCi TEuwaa+ CORP.. 250 MTCANATIO-L PK-. SUITE 250. mEATMROW FLOROA 327A6 PMO, A07 605-0365 FM ACT 5C5- 366 8 SHEATHING BY OTHERS CAULK BETWEEN V (N DOE FIN l HEATH(NG INSTALLATION ANCHOR 18 SCREW EXTERIOR FINISH BY OTHERS —\ PERIMETER / CAULK By OTHERS WINDOWHEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR —\ 8 WOOD SCREW EXTERIOR FINISH BY OTHERS GLAZING SEE NOTE 6) CAULK BETVCEN WINDOW FIN t SHEATHING 1 I•MIN. M3EDMENT SHEATHING BY OTHERS SECTION A- I- IN. BEDHENT VOn FRAMINGrBYOTHERS SHIN AS REO'O. CENTRAL FLORWA B•0•A'F- y Ui SEE NOTES) 1[{, lA"RN:— V J SHIM MAX SHIv . MOTER F # sPAcE GLAZINGSEE NOTE 6) HEIGHT FIN TYPE VINDOv FRAME SHIM AS REO•D 1i A• MAX. SEE NOTES) WOOD FRAMING BUCK BY OTHERS HEIGHT EXTERIOR FIN TYPE WINDOW FRAME A --w' ELEVATION VIEWED FROM EXTERIOR WIn Ov WIDTH I{..— MAX. SHIM SMtu SPACEWOOD FRAMING BY OTHERS SHEATHING 3Y OTHERS INSTALLATION AnCMDR x3 SCREW CAULK BETVCEN WINDOW FIN t SHEATHING SECTION 8- 8 PERIMETER EXTERIOR FINISH CAULK BY OTHERS BY OTHERS NOTES 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2). WINCOW FRAME MATER:(L: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENCHT TO ACKEVE MIN. EMBEDMENT OF I' INTO WOOD FRAME. s) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND. ExrR10R OF WINDOW FRAME. 5) USE StuCONiZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING FS SHOWN. INSULATING GLASS' ALSO OUALIFIED. 7) FLOR: OA EXTRUDERS 2000 SERIES FIXED PICTURE 1 WINDOW IS SHOWN. THIS PRIM ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 1000 SERIES PICTURE WINDOW." g B) SPACE. INSTALLATION ANCHORS AT 6- MAX. FROM CORNERS AND MO. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. VAT - ANCHOR SPACING AS STATED. IS 70.0 PS, FOR ALL AVMLABLE SIZES UP TO 73- x 71- OR 63- X 95" OR 119" X 37-3/3- MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUB= MULLION. SEE MULLION INSTALLATION SHEETS FOR RECIREMENTS. TITLE: INSTALLATION DET"AIL W/ k8 WOOD Si FIXED FIN WINDOW'— SERIES 2000 FE'0, , i'JV4+ " DRAWNBY: -BB APPROVED BY: DATE:1 / 1 3/02 SCALE: N. T. S. DWG.: FLEX0030 a. se ti , „ 1t T wTFRNAfIDNAL PKWY_ SUITE 7S0_ IAKE MART. FLORK:A 327.E PHONE 407 805-0365 FAA 407 CAULK BETVCEN VINDOV FLANGE t WOOD BUCK CONCRETE OR MA;ONRT OPENING 3r OTHERS BxTE R:rR FIH;SM BY OTHERS PERIMETER CAULK HT OTHERS WINDOW FRAME HEAD WINDOWHEIGHT EXTERIOR WINDOW FRAME SILL PERIMCTER CA:_K BY CTHERS ExTCR:OR FINISH — BT CTNERS CAULK BETVCEN WOOD BUCK L MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR 3/16• D:A. TAPCON MIN. It{ EMBLOMENT 1 L SHIM SPACE SHIM AS REO'D SEE NOTES) GLAZING cTYP. SEE NOTES) WINDOW FLANGE CAULK BETWEEN7097kERSC344tVODDBUCK. cw_K rTWEEN VmD BUCK t kASON-Y D'ENING S EC TIO N A— lf OTHERS INSTALLATION ANCHOR 3/16• Dt.A. TAPCON SHIM AS RCO'D. SEE NOTES) NOT" 1) SRIM AS REO'D AT EACH INSTALLATION ANCMCR WITH LOAD SEARING SHIM. WAX. ALLOWABLE SHIM STACK TO BE 1/4•. 2) WINDOW FRAME MATERIAL; ALUMINUM ALLOY 6063. 3) 3/16- Du. TAPCON INSTALLATION A•NCMOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4INTO MASONRY OR CONCRETE. PLACE TAPCOM ANCHORS 6' FROM CORNERS k 24• O. C. MAX, ALL FACTORY APPLIED HOLES NO' OESIGNATE'p FOR TAPCON ANCHORS SkOVLD 8E FILLED WITH /B SCREWS OF SUFFICIENT LTn. TO PROVIDE MIN. 5/8 IN. EMEEOMENT INTO WOOD SUCK. A) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO EY BUCK. USE I 10SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/e MIN. EMEEDMENT AT SAME SPACING STATED IN NOTE 3. 5) USE SiUCONIZED ACRYLIC CAULK 5---INO WINDOW FLANGE AT HEAD. SILL JAMBS. 6) USE LLICONC EDACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLiNG- 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CUSS. CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OuAuFtED. 8) BUILD DOWN AROUND CURVED PORTION OF WINDOWFRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SuFFIECIENT S_ RENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 20DO SERIES. 10) ELEVATIONS SNOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PROCUCT TO THESE TWO CCNFIGVRATK)NS. THIS SHEET APPLIES 70 ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750, k 2000 SERIES CESIGNER FiXEO WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER "ITS USING ALUMINUM TUBE MULLION. SEE -MULLION INSTALLATION SWEETS FOR REOUIREMENTS. L 1/ 4 Vic_ EXTERIOR ELEVATION SHIM AS REO'D SEE NOTES) WINDOW FRAME JAM B GLAZING (ITP, SEE NOTES) 1-1/ 1' HIN, EMBEDMENT. l/ 4' MAX. •-'• SHLM SPACE ONE 8T WH_00 BUCK BY OTHERS IN;TALLATI._. N ANCHOR 4 3116• DiA. TAPCON PERIMETER CAULK BY OTHERS / EXTERIR FINISH J BY OTHERS VINDOv WIDTH CAULK N VV `IV vim' OPEUCK t M-C' T CPEN:NG Br CTHERS I I CAULK BETWEEN r v1. NDOv FLANGE t WOOD BUCK CONCRETE OR MASONRY 0°CNING BY OTHERS SECTION 6— WINDOW WIDTH A A EXTERIOR E! EVATION WINDOW HEIW 8 B 4 1Eu E4' WIN. ` FLORIDA EXTRUDERS INTERNATIONAL, Ri a ENT 1- ONE HB WOOD TITLE.fLANGE INSTALLATION DETAIL CONU..-TE r!EADER V/1 BY B;'CK eucK BYOTHERS \J " DESIGNER FIXED WINDOW 1000, 1750, t 2000 SERIES Pt+" DRAWN- BY: BB APPROVED BY: DATE:02112102 SCALE: NTS DWG.: FLEX0035 K••KI 1•• t t(C rpGG• C?'. 17 Pt(A•ipuM A,vA, L^.f lf1. K•t.rr, /IPIM NMV ••OK N) t]•d1 I.. 4I K:-dA ONE BY SUCK Br Ct HER: ' CAULK BCTVEEN VINO_': rLANGE L SHEATHING 3, vOOv ( EXTCR:G T!NISH IT OTHERS PEAXIEP CAULK. -J BT DTHCRS vINCOv rRAE J MEAD WINDOW HEIGHT EXTERIOR V:NDOV f.A` -- FE i1METCR CAy&K By OTHERS WERIC:R f!\ISH B+ CTHCRS SH!N A: REDID SEE NOTES) GLAZING (TTP.' SEE NOTES) SHIM AS RE" SEC NOTES) INSTALLA7:014 ANC-CR 0 SCREW BUILD DOvN By OTMERE NO"SALSOAPP,.:ES TO SILL) I) SHIM AS PEOD. AT EACr WS:ALLA,*N ANCHOR WITH LOAD BEARING SHIM. MAX. ALLCtwABLE SMIM STACK TO BE 1/4•, 2) WINDOW FRAME MA:ERX: ALUMINUM ALLCY 60E3. IN. 3) TAPCON WSTALLATICN ANCHCAS AT SILL MLA BE OF SUFFICIENT '.TH. TO AC.HIEF r EMBEDMENT YLV. EMBEDMENT OF 1-1/A• INTO MASONRY OR CONCRL._. 110 INSTALLATICN S:RSWS AT HEAD k JAMBS uUST BE 0% SUFFICIENT LENGTH TO ACHIEVE 1-3/3• MIN. EMBEDMENT INTO WOOD frtA.MWG AND SUILC DOWN WHERE REOUIRED. INSTALLATION ANCHORS k STREWS TO BE PLACED 6 IN. FROM CORNERS @ 24 IN. O.C. MAX. USE SR.ICONIZ-0 AC?YLIC CAULK. EEMINO WINDOW rLANGE AT HEAD, SILL k 3AuES. 5) USE SRICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 1/.• MAX. 6) C1SS THICKNESS MAY VAAY PER THE R:OUIREMENTS OF ASTM E1300 CLASSsm. SPATE CmARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS'b ALSO OuALIFIED. 7) BUILD DOWN AROUNC CURVED PORTION OF WINDOW FRAME 70 BE tNCINEERCO BY OTHERS. BuK_0 DOWN MUST BE OF SUFFICIENT STRENGTH TO ALEOUATELY TRANSFER LOAD from WINDOW TO THE STRUCTURE. E) FLCRIW EXTRUDERS 1000 SERIES DESIGNER WIN;OW SHOWN. THIS PRINT ALSO APPLIES- TO FLORIDA EXTR•,ICERS 1750 SERIES h 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. 1T IS NOT INTENDED TO LIMIT USE OfTHISPRODUCTTOTHESETWOCONFIWHONS. THIS SHEET APPLIES TO ALL CCNFIGvRATiO"S THAT CAN BE MANL]FACTURED FROM THE 1000. 1750. d 2000 SERIES DESIGNER FIXED W,NCOW FRAMING SYSTEMS. 10) WINCOW UNIT CAN ALSO BE MULLED TO OTMER UNITS USING ALUMINUM TUBC MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. BUCKHEIGHT C1/.- .AI. SHIM vA:_ s EX T EFIO4 ELEVATION CAULK BETWEEN J 4 Q VINDO'. FLANGE L ONE it VOOD EBUCKI MLNL / CENTRAL Fi.GRIDA B.G.dA F. CAULK BETvECN EMBEDMENT WOOD K L7PCMINGBuNCE r, 2AL_ 4 UAnC_ IJ.. ERr' NAMl—r{ 11 i :?Y GTMEii OArTVCOD r-— BOTHERS 9 COHCR- OR GFrT10N A— AMTR MASO:ATION ANC7(CP IIAESITO'MCFS 2/ 16• : IA. TAPCDN[LU (r } W T BUCK VIDTM TU' OsT rFAMING Br DI.r_Rs SH! N AS PCC'D SAE NOTES) 9 I-3/ 6• 4W. EMBEDMENT 1/.' MAX. SHIM SPACE CAULK BETWEEN Two Br BUCKL C ICREtEBr•' I V7AL-- 1/ ANC,:F A:0S: nE': - V: NDOV rRAHE X I ' OAn9 CALK SEMEN VINWV FLANGEt V:CD SUCK GLAZING (TrP. SEE I NOnn Q a CONCRCTE OR PCRIMCTERCAULK ZswT By C7MCi7j BY OTHERS VINSOV VIDTM EXTER;E7rINISHE. cTjoN a- e Br a HERS WINDN W.OTM A IWINDOW HEiGnT 8 8 I I rA FX-FFIr = FVF. TION a a c. u . .JC f. I.OV, I.p M. a'•. ap( •.r ..M•.Y: Tr ! ...^. K1M I' NIH _r.i S.r— 1/4' MI, •: INSTALLATIONS; PIN ICAULKBcNINDFIN SHIN SPACE ANCHOR SCREV (TYF,) TVO B, rRANING SHE A:MING SHIN AS REO'D. Br OTHERS BY C:HERS TUO Br BUILD (SCE NOTES) DOVN BT OTHERS CAULK SC IIND rim FIN FRANC JAMB NO)cS N$TALLA1iDN I $HEM AS ES) 1) SHIM AS MAX.ALL ADJACENT TO EACH TOL4STALLATION {VCHOR WITH LOAD BLARINGANCHORSCRfUcTrP.7 I .( SEE nGTES7 SHIM. X. KLOwA9LE SHIM STACK TO BE 1/a ", GLAZING ci rP. I) wINOOw fRAME MATERIAL: ALUMINUM ALLOY 606+ SCE NOTES) 1/4' ML J) USE SILICONIZEO ACRYLIC CALL( BEHIND wINDOw F.N AT HEAD. SILL k JAMBS. L_ r KD1 SIN 7KE aE USE SILK:ONIZED ACRYLIC CAULK FOR PERwETER SEAL AROUND EXTERIOR Of EAKD-01 wmO—iL LASS T FRAME. S) GLASS THICKNESS GLAZING G IS PER . 4. REO'G[ CLA 0f A$iM [ OUAL LEA$$ CHARTS. SINGLE At MCO K - SILL 4k INSULATINGSOO GLASS 1S ALSO OUA.LIFSUF 31S.E.TmINS. 6) SCREW ANCHORS At HEAD. .SAa k JAMS$ SHOULD 8C /B SCREWS Of SUFFICIENT 1, ETHERS EXTERIOR rINISH E LTH. TO PRONACE MIN. I IN. MIN. EMBEDMENT INTO wOOO FRAME. PLACE fB 9Y OTHERS o SCREw AHCNORS.6" FROM CORNERS AND 24" O.C. MAX. EXTERIOR 7) BUILD DOWN AROUND CURVED PRTION Of wu(DOw FRAME TO BE ENGINEERED BY EXTERIOR FINISHOTHERS. BUILD OCwN MUST BE Or SUFFICENT STRENGTH TO ADEOUATELY BY OTHERS PER!HCTfR CAULK TRANSFER LOAD FROM vANDOw 70 THE STRUCTURE. BY OTHERS 6) FLORIDA EXTRUDERS 1000 SERIFS DESIGNER wINDOw SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &.2000 SERIES. _ v1NOM v10:N PERIHCTCR CAULK 9) ELEvAT10NS $How COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF BY OTHERS rim, FRAMf HEADER THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. h 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SE[ l i N B—B10) WINDOw UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUB( MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS, GLAZING (TYP. SEE NOTES) EXTERIOR PCRIMETCR CAULK Br OTHERS EXTERIOR FINISH BY OTHERS B INSTALLATION ANCHOR SCR_v (TYPJ SKATHING _i BY OTHERS FIN FRAME SILL SM!M AS RE". SEE NOTES) f L I ( ML S4.4 SPr E i%jllll TVo sY FRAMING EXTERIOR ELEVATION BY OTHERS Fi • v • tw• CAULK BEHIND FIN rj yh I' MIN cENTI xDKNI R AEI SECTION A-A 2002 NOOw vnOTH A- 1 I IT / HEIGHT 1B a A EXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNATIONAL. RIDA TITLE: FIN INSTALLATION DETAIL DESIG- 14ER FIXED WINDOV 1000, 1750. S 2000 SERIES DRAWN BY: BB APPROVED BY: DATE: 02/14/02 SCALE:NTS DWG.: FLEX0037 Ht Nw(I IH, N,LIIC, RfatXOLH I- IM t[wotPti k... awn _. K• , "M. — •Ha,( - M l •u - q u,; CONCRETE OR SHIM AS RE'C'D _ MASONRY OPENING tSEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE 6 VOOD ?UCK CAULK BETVEEN PERIMETER WOOD BUCK 6 MAS'Y. OPENINGCAULKBYBYOTHERSOTHERS1 STUCCO --7 Br• OTHERS v II INSTALLATION ANCHOR. Be SCPEV (TYP. VHERE - TAPCONS ARE NOT REO'D.) SLIDING GLASS DJOR FRAME SILL INSTALLATION ANCHOR 3/16• DIA. TAPCON INSTALLATION ANCHOR B SCREW (TYP. VHERE ONE ?Y WOOD iAP--ONS ARE NOT REO'D.) BUCK By OTHERS r 1 1/4' MiN. I EM.?E DMCNT SLIDING GLASS DOOR FRAME 1 r 1/4' MAX. JAMB D I SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT D 1/4' MAX. SHIN SPACE 1 1/4• MIN. I i EM2EDMENT UCBUCK BY WOOD BEY OTHERS CAULK. BETWEEN VOOD BUCK E MAS• Y. OPENING BY OTHERS SHIM AS REO'D. d__cSZ[ NOTES) C INSTALLATION ANCHOR 3/ 16' DIA IAPCON TEMPERE7GLAS L TrP) p CAULK BETWEEN DOOR FLANGE t WOOD BUCK. PERiMF, TERCAULK BY I OTHERSa . CONCRETE OR MASONRY OPENING BY OTHERS S. G.D. WIDTH CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCrCR CAULK BETVEEN 3/: 6' DIA. TAPCON 7WOOD BUCK E MAS' Y.,OPENING BY OTHERS SLiDiNG CLASS DOOR X CAULK BETVEEN HOOK STRIP ` ` HVOOD BUCOOK KE 1- 1/4' MIN. EMjEDMENT NIO E BY vOOD CK BY OTHERS B. O./.F. (TYEMP.)PEREDGLASSSECTION BFACTURERSLIDINGGLASSDOORINTERLOCKMASTER FII. E HOOK STRIP DETAIL A• 1) DOOR MATERIAL- ALUMINUM ALLOT 6061. OH t1 TAPCTYPCINSTALCATIOH ANCHORS MUST BE OF SUFFICICNT LENGTH TO ACHIEVE MIN. EMBEDCHT Or 1-1/.' INTO MASOWT OR CDCRCTC 3) ALTERMTE TAPCON INS TALLAI ION AMCHORS.fROII TO BACK IN Au FRANC PUCMICRS. ._. tAPCOi AHIOOR CHART ON BACK OF THIS SMECT. 5) USE SILICOMZED ACRYLIC CAULK ICHIND DODR fL•NGC AT- NC" a JANIS. 61 UIC 3 L al.IZED ACRYLIC CAULK FOR ER:.CTCR SEAL AROumVExTERIOR Or:DMIL . ,.. 11 IF CxACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART• USE ANCHM-OuAHTITY.LISTCO V:TM NCSt LARGER SIZC."FOR- THC APPRCIPRIATC VC SIGN PRCSSURE RCO'0. 0) FOR POCKCT DOOR SI:CS USE CLOSCSI 11PA:1 DOOR SIZE L CONFIGURATION TO FINISHED OPCMI14 PLACE-TAPCCNS. IN fRCNT OF HOOK STR:P AS SHOWN 5) GLASS THICKNESS MY VARY PER REOUIREMCN:S OF ASTM C1300 GLASS CHARY& HOLES HOT DESIGNATED FOR TAPCO. ANCHCF 10) ALL FACTORYAPPLICDSHl) BE FILLCD*ViTM .B SCREV: OF SUFFICIENT LE14TH TO PROVIDE HIM. 5/0' CN/EDNCNT INTO WOOD BUCK. 1:1 DOOR NIT iS APPROVED USING TCHPCRED GLA:S IN SIKLC GLAZED OR INSULATING GLASS. 12) JAM/ / SILL CmNCRS ARE TO BE SCALED V:TM A SMALL JOINT SEAM SCALER. 131 SHIM AS REO'0. AT CA. :ET CIF INSHATALLATION AHCNOR:, w . ALLCVAILE SHIMSTACKTO. IC 1/1'. IA) ALL INSTALLATION ANCHORS MUST IC M:E OF CORRO:IOM RESISImT MATERIALS. IS) •VHERC •x' REPRESENTS MOVING PANEL AHD •0• RCPQESCMTS FIXED PANEL APPROVED I A L _ — A MET AL R•TI r! ARC AS LISTED ON AMA: .JR GAa1 DN NATH, of THIS SHEti N I 161 MOTALLCA-.IGU+ATIDHS HOOK S IP DC ARE APPLY O. THIS INSTALLATION HOWEVERLAP IOSTALI•TIO+ I ' EXTERIOR ELCVA':Ory itcnONs •A-r, •eat a MNODc sralP DETAIL APPL* To INSTALL•noN of ALL APPROVED , F V J- COKIGUR. TIONS. 1 LDM. ENi 2 PANEL DOOR SyOVN 17) INSTALL OTC TAPCOH IN CAC. PAIR OE FACTORY APPLIED INSTALLATION HOLCS uNLCSS NOTED D A A f ` G A 1-1/4' MIN: .. OTK;IVISE O. ANCHOR CHART. SCE /ACK.OF THIS WET. .. .._ .. .. IB) FLORIDA CKTRUDCRS IWO SERIES SLIDING GLASS DOOR IS SMOVNL THIS PR:MT ALSO APPLIES TO . O 1000 SERIES ANDS00'SCRIE&' G A D o D LIBERALLY APPLY CAULKI')O UNDER S1'- L INSTALLATION ANCHC;? OR SET SILL INBEDOFCONCRETE3/16' CIA. TAKEN SECTION A -A Ax A•REn I• MaO T 1 H TCAIIOM fh6r frtlM& INC PU NNTEINATt[) I WITC 150. MWMgV. FLOR::J. 3ZT4. HO)-BDS•0%S fu H07-6:5•CNA 13 SHIM a$ RE'0'D INSTALLATION ANCHOR SEE NOTES) R8 SCREW SHEATHING BY OTHERS CAULK BETWEEN DOOR FLANGE TWO v000 L SHEATHING By OTHERS SHIM SPACE 0-- DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB MIN. ZEMBED" TEMPERED GLASS STUCCO (TYP.) OR SIDING 6T OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS (TYP.) r " "` ` . _ DOOR r + 21;I^le HEIGHT SECTION E-BTw o lDA uD SLIDING, GLASS. DOOR FRANC SILL MAX. SHIM SPACE INSTALLATION ANCHOR TVCI BY WOOD R8 SCREWBYOTHERS TWO BY WOODEn3EDnENTBYOTHERS CAULK BETWEEN HOOKSHEATHINGP L SLIDING GLASS DOOR SHIM AS REO'D. HOOK STRIP SEE NOTES) INSTALLATION ANCHOR L8 SCREW CAULK BETWEEN DOOR FLANGE L SHEATHING 1-1/8- MIN. EMBEDMENT SHEATHING —, BY OTHERS SHEATHING 6Y OTHERS TEMPERED GLASS STUCCO OR SIDING TYP.) STUCCO OR SIDING:' BY OTHERS SLIDING GLASS DOOR BY .OTHERS INTERLOCK HOOK STRIP DETAIL.:- U DOOT wTCRIµ, µLa1N(Y. ALLOY 6061 i) A9 INSTALLATION SCREVS MUST K OF'STfFICIENI ICNOTM TO ACHIEVE MIN CMDEWNT MCOOr1-1/9'. INTO .VOOD. .TN 7TPC IMIALLATI2M AWbCRS AT SILL MUST DE Or - Pfr1C1Ew LENGTH TO ACHIEVE MIN CMICDKNT Or"1-1/A• INTO'wSONtY OR COCK Tr-'.:: INSTALLATION ANCHOR CHART ON TACK Or THIS SKCT. " A) VSC SILICCINIZED ACRYLIC CALLK tEHIND 003R rLANGC Af HEAD L JAMBS S) VSC SILICC QZED ACRYLIC CAULK FOR PCRIKTER SEAL AROLiID.EKTCRIOR 'Or DOOR.' .. 6) V EXACT DOOR SIZE IS HOT LISTED IN ANCHOR CHART. VSE ANCHOR OLNWTITY LISTED VITM NEXT LARGER SIZE. FOR THE APPROPRIATE'DCSIGN PRE SSIRC'RCD'D"'-'-------"-"' 7) FOR POCKET DOOR SIZES USE. CLOSEST SIPASS DOOR SITE L C6f IGUHE RTIONTOrIMSDOPEHI14 PLACE I'SI-LAI ION ANCHORS. IN FRONT OF Kyc STRIP 'AS SICVN - e) GLASS THICKNESS MAY VARY WC RCOUIRCHCHTS OF ASiM C13M GLASS CwRTS 9) DOOR Limit IS APPROVED USING TCN'CRCD,0.AS: IN SINGLC GL'AZCDOR'INSVLAIING CLASS 10) JAMS / SILL CORNERS ARC TO SC SEALED.VITH A PALL JCINT.SCAN SCµCR. -•' 11) SMIM AS REO'D. AT CA SCT OF INSTALLATION ANCrStS MAA. ALLOVASLC $MIN STACK TO.n 1/4•. 12) ALL INSTALLATION ANCHORS MUST Be MADE J C]RROSIOH RESISTANT MATERIALS 17) vKIG 'A' REPRESENTS Mti1NE MNEL AND CH RE RES BACKF T. PANEL APPROVED COA'IGWAOW! ARE AS LISTED R ANCHOR CNALT OM SACK OF DTHIS'G.*HO 1IUHOTµl COKIrARAfION: LIS TCD AROVC ARE SAVH CH THIS DRAWING.* HOWEVER IMTµLATIOm EMBEDMENT EXTERIOR ELEVATION SECTION: 'A -A'. 'B•9' L HOOK STRIP DCTAIL AP•:T TO INSTALLATION Or ALL APPROVED j COKI(ARATIO S. D ' • j Q A 1-I/4' MIN. R SHOWN IS) FLORIDA E=TRVDCRS IDDD SCRICS SLIDING GLA:S DOOR IS LCV*L THIS PRINT ALSO APPLIES TO'- 1111 2 PANEI'D- M SCRICS AND 5W SCRICS - s L IBERALL I APPLY D _ CAULKI• rG UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CDN: RETE 3/16' DIA. TA?CON. SECTION 'A - A IF1.2002 REV DESCRIPTION I DATE IINI / EXTRUDERS F LORIDA, INT.' INC. SANFORD F.L. TITLE: SLIDING GLASS': DOOR INSTALLATION WITH #. S 'SCREWS'--__ DRAWN BY: 3B- :.. APPP.OVED BY: ATE: 12/ I7/01 !SCALE: NIS IDWG IFLEXD027 SHT I OF r 9 1, PRDOutt t APALICATTDm CNGEMCCllW. INC- T:5 INTCRMATIOM KVr. UdTC rA• .<ATMMIv, FLOL'DA. ]tT•L, A47•LD5N76Z rA 4R7•LR! Ql" 1000 P.V DESIGNER SILL (TYPJ 48 x 3/4 SELF TAPPING SMS Ix2X1/8 TUBE MULLION SEALANT BETWEEN vINDGV FLANGES — a MULLION SEALANT BETVEEN' Q `—N8 X 3/4 SELF ' VINDOV FLANGES TAPPING SMSLMULLION1000SH HEAD (TYPJ SEALANT BETWEEN VINDOV FLANGES SECTION A —A (1) a MULLION 1000r P.VJDESIGNER SILL (TYPJ . 18 X 3/4 SELF TAPPING SMS 1 % 2 7/16 % 1/8 TUBE MULLION SEALANT BETWEEN VINDOV rLANGES— a MULLION 08 X 3/4 SELF 1000 SH TAPPING SMS HEAD (TYPJ' SEALANT BETWEEN SECTION A —A (3) VINDOV FLANGES a MULLION 1000 P.VJDESIGNER .SEALANT BETWEEN SILL (TYPJ ' FLANGES a MULLION N8 X 3/4 SELF TAPPING SMS IX4X1/8 F—TV1 / TUBE MULLION 1000 P.V./DESIGNER APPLES TO HEAD do SILL WHERE I' X 4' SILL (TYPJ AUXILIARY PLA& 2" X 4' TUBE MULLIONS ARE USEDTEAIC 48 X 3/4 SELF TM ADDTCICD+AL ANCHORS. VAN REQUIRED) TAPPING SMS O SHEATHING IX2X3/8 O _OTUBEMULLION INSTALLATION ANCHOR 08 VOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP N8 X 3/4 SELF TWO BY WOOD HOCK BY OTHERS1000 .SH • TAPPING SMS HEAD (TYPJ 1000 P.V./DESIGNER SECTION A —A (2) SILL (TYPJ MULLION APPLIES TO HEAD k SILL WHERE V X 2' 1000.P.VJDESIGNER N8 X 3/4 SELF Q I' X 2 7/15'.TUBE MULLIONS ARE USEDSILL (TYPJ . TAPPING SMS DETAIL B N8 X 3/4 SELF 2 X 4 X 3/8 TAPPING SMS TUBE MULLION A4^ DG I X27/16X3/ TUBE MULLION A INSTALLATION ANCHOR SEALANT BETWEEN _ \ 48 vmD SCR[V INDOVMPJ L MA.LIDN ANGE •` HORIZ CLIP 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD CTYPJ 08 X 3/4 SELF SECTION A —A (4) TAPPING SMS 1000 Sit HEAD (TYPJ 1000 P.V./DESIGNER SILL (TYPJ ,SECTION A —A (7) N8 X 3/4 SELF TAPPING SMS I x 4 X 3/8 77 OWDA B.O. LTUBEMULL19Nt?lP pl y I bvb++--+pNUF 1 8 X 3/4 SELF `. - `-08 X 3/4 SELF 1000 SA TAPPING SMS `1000 SH TAPPING SMS HEAD (TYPJ MEAD (TYPJ SECTION A —A (5) SECTION A —A (6) L1 1/8' MIN. I - EMBEDMENT' I I )iB ND4 EMBEDMENT, d/r FLORIDA EXTRUDERS.ssAN-roRD. FFIORTIONAL,IDA SER.' 1000/1500 -FIN SHEET 1 OF TRIPLE'HORIZ NTAL-MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2).'"FOR DESIGN PRESSURE -CAPACITIES DRAWN BY: MS H APPROVED' BY:' DATE:2/6/02 I SCAM NTS' - DRG.: 1HMFINTR SEALANT BETVCE14 VINDOV FLANGES t MULLION 3000 P.V./DESIGNER SILL (TYP.) tl8 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT BETVEEN VINDOV FLANGES' t MULLION 06 X 3/4 SELF . 1000 SA TAPPING SMS HEAD (TYPJ SEALANT BETVEEN vlrmDv FLANGES SECTION A —A (1) L MULLION 1000 P.V./DESIGNER SILL (TYPJ tl8 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/8 r I)Tl TTUBE MULLION V./DESIGNER TYPICAL MULLION TO CONCR*i 0--JAMB 1000 P.VJD SILL ( APPLIES TO JAMB WHERE I' X 4' k 2' X 4' TUBE MULLIONS ARE USED) Q . k8 X 3/4 SELF TAPPING SMS CONCRETE OR MASONRY BY OTHERS IX2X3/8 TUBE MULLION ONE BY V00D CENTRALAAL FI,OIRMA B.O,A F. BUCX BY OTHERS MAM FACT NAm: LOR/Lbt. .iTRUDEJF'S tl8 X 3/4.SELF MASTER FM1000S.H. TAPPING SMS INSTALLATION ANCHOR 3/16' DIA. TAPCON SCREV ANCHOR (TYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION HEAD (TYPJ SECTION A —A (2) 1000 P.V./DESIGNER 1000 P.V./DESIGNER SILL (TYPJ SILL (TYPJ Q 08 X 3/4 SELF tl8 X 3/4 SELFTAPPINGSMS TUBE MULLION 3/8 TAPPING SMS 2.X 4 X 3/8 1 1/4' MIN. L4F__ TTUBE MULLION EMBEDMENT SEALANT BETVEEN .... VDVDOV FLANGES SEALANT BETVEEN t MULLION VINDOV FLANGE - L MULLION tl8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SEALANT BETVEEN SECTION A —A (3) VINDOV FLANGES L MULLION 1000r P.V./DESIGNER . SEALANT BETVEEN SILL (TYPJ VINDOW FLANGES I 08 X 3/4 SELF L MULLIMN TAPPING SMS 1X4XL8, n r--Mm f TUBE MULLION R8 X 3/4 SELF 1000.Sti TAPPING SMS HEAD (TYPJ SECTION . A —A (4) 1000 P.V DESIGNER SILL (TYPJ tl8 X 3/4 SELF TAPPING SMS IX4X3/8 TUBE MULLION tl8 X 3/4 SELF TAPPING SMS 1000 S.M. HEAD (TYPJ SECTION A —A (7) p tl8 X 3/4 SELF tl8 X 3/4 SELF TAPPING. SMS 1000 S.H TAPPING SMS1000S.M. `--.. o B B 2CC2 HEAD (TYPJ HEAD (TYP.) SECTION'A=A(5)'A=A (5) SECTION-A—A (6) DFTArLfl .. r A . A. - ELEVATION. , , ......... VIEWED FROM, EXTERIOR FLORIDA EXTRUDERS' CORDa TITLE: SER, 1000/1500. FLANGE' SHEET I.. OF. 2 TRIPLE" HORIZONTAL MULL -I ON SECTIONS.:' SEE OTHER SIDE (SHEET `2 OF:.. 2) "FOR DESIGN., PRESSURE CAPACITIES:':-:",." DRAWN BY: MSH . APPROVED-BY:- DATE: 2/6/02 APALE NTS.:• DWG.: `.1HMFL;GTR - i ' 1000 P.VJDESIGNER SILL .(TYPJ 08 X 3/4 SELF TAPPING SMS Ix2x1/8 TUBE MULLION SEALANT BETVEENVINDOVFLANGES- L MULLION' 1000 P.VJDESIGNER SILL (TYP.) AUXILIARY PLATE OW •DDIT1014L ANCHM; VMCM RCDy(Rf IF DETAILa8X3/4 SELF O O TAPPING SMS IX2X3/8 O. O TUBE MULLION — — r M4JLLi0M - _ . APPLIES TO HEAD & SILL WHERE 1' X 4' 2' X -4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 08•VOOD _ SCREV (TYPJ EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD VIND iFt VETS N8 X 3/4' SELF TAPPING N8 X' 3/4 SE «. rr ^ TAPPING SMS' a' rW ' `•-" BU K BY OTHERS L MULLION 1000 S.H. ,SMS 1000 S.H HEAD (TYPJ HEAD '(TYPJ UUFACTUR NAM MULLION _ SEALANT BETVEEN vD+DOV FLANGES SECTION -A—A (1) SECTION A —A (2) p/1 .• ' EitS :...- L MULLION.. 1000 P.V DESIGNER SILL CTYPJ 100o P.V./DESIGNER 37 . / rSILL (TYPJ _ • # !D N8 X 3/4 SELF N8 X 3/4 SELF 1000 P.VJDESIGNER Ie1LL rA TAPPING SMS I,X 2 7/16 X 1/8 TAPPING SMS SILL (TYPJ 1 X 2 7/16 X 3 8• TUBE MULLION BE MULLION 08 X 3/4 SELF A TAPPING SMS 2 X'4 k13/8 TUBE MULLION: ISEALANTBETVEEN VINDOV FLANGES L. MULLION EMBEDMENT_ Ft NATIf)N SEALANT SETVEEN MEWED •FROY IXTEWR' aMUIIIONDOV E D TeIL. Q 'APPLIES TO HEAD h SILL -WHERE. 1' X Z" k 1' X 2.7/15-.TUBE UVUJONS'ARE USED" 88 X 3/4 SELF 1000' SJi TAPPING SMS 18 X 3/4 SELF 1000 _S.H. TAPPING SMS HEAD.(TYP.) HEAD (TYPJ SEALANT BETvEEN SECTION .A —A (3) SECTION' -A—A (4) 1LLA11 w vwm FLANGES s8 v00D.S(Mv , T7P) L • MULLION Mum1000P.VJDESIGNER .SEALANT BETVEENVINDOVFLANGES 1000 P.VJDESIGNER N8 X 3/4 SELFSILL (TYPJ L;MULLION SILL (TYPI N8 X'3/4 SELF TAPPING SMS I I TUBE MULLION N8 X 3/4 SELF TAPPING SMS TUBE MULLION 08 X 3/4 SELF TAPPING. SMS HEAD (TV.) .. SECTION "A —A (5) N8 X 3/4 SELF 1000 S.H. ..TAPPING SMS HEAD 'CTYP.) . . SE&ION A —A (6) TAPPING SMS 1000 S.M. SECTION •A -A' (7) HEAD (TYP.) 1EDMEENT FLORIDA .EXTRUDERS w° FioRm n SER.': 1000% 1500 FIN •SHEET -1 OF 2. THIN 'HOR HONTAL MULLION SECTIONS - SEE -OTHER SIDE (-SHEET-2 OF 2) • FOR f `DESIGN..PRESSURE CAPACITIES Q YDOT•. kWN BY: MSH •APPROVED* BY: DerE:2/6/02 SCALE: NTS DWG.: ' 1HMF INTH SEA:464' BETVE-'i VIN.DV FLANGES L MV"! ! 1000 P.1.•./DESIGNERISILL (TYP.) r8 X' 3/4 SELF TAPPING SMS r:XaX1/?- A T 1_r MULLIGh SEALANT 9=TV°CY FLANGvih.^^._VES— PJLLIE t8 X 3/4 SELF TAPPING SMS A CEA. Ah' OC TtJ CA.I 1'iN]Ov FLANu[S SECTION A —A (1) f— 1000 P.V./DESIGNER SILL (TYP) ' I 08 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 r wi / TUBE MULLION SEALANT I VLVCyV F; L MU!_ LICN 000 P.W./DESIGNER TYPICAL MULLION TO CONCRETE G JAIAB SILL (1 Yr) i & 2" YS A' TUTOE ;MULLIONSWHEREI APIE USED) a I nF• X 3/4 SELF TAPPING SNS ' CONCRETE OR MASC•NRY - BY OTHERS \ I 3TLBE 7V d I :.ILL by Vxii_ CENTRAL FLORMA.'B.O.A:F.`I i3uc< __orHERs v MANUFACTURER NAM: fe X /4 SE.L: IC90 S 1.1 TArP1:VG SMS .. ++++ }j I L3CTTF.) Q'A• DETB1._ I'. i-- LVS T ALLATIGNAN0CR. 3/16' DIA. TAP: St1 S=REV AVCMM1Q'<"YPJ EXTEnNAL. NULLIGN INSTALLA' Iav CLIP: ULLrN ' 1 1 SECTIONA —A (Z) r ! 00 P.1.'./DES:CNER iCC9 V'd /9ESIGNER .. . SILL CTYPJ SILL CFYP.) i8 X 3/A SELF Q TAPPING SMS -#8 X 3/4 SELF I X 2 7/16 X 3/8 TAPPING SMS TUBE MU'.LICN r 2 X 4 X 3/8 { 1 :/4' MIN. I q T'H ?tU LI3;: EMiiCB:-1ENT ISEALANT BETWEEN VaiiOV FLANGGE - t MP._:ON M8 X 3/4 SELF ` \\-68 X 3/4-SELF 100 S.M. TAPPING SMS \ — 1Cu0 S.K TAPPING SMS HEAD (TYP) HEAD ITYPJ SEALANT BETWEEN SECTION A -A W SECTION A —A (4 ; VIN"CV FLANGES t MULLIaN r1000 P.V./DESIGNER SEALANT BET'JEEN r-1000 F.V./DESIGNER SILL ITYP,) VINuLV FLANCS ) SILL CYP) 1 48 X 3/4 SELF L MULLM I 09 X 3/4 SELF TAPPING SMS TAPPING SMS IX4LX1/8 1 X 4 X 3/8 i Jew nNLI{tal: I IUDC ul•V.r.• N—> t8 X 3/4 SELF \-68 X 3/1 SELF lODO S•.tL TAPPING SMS •. — I00G S.H. ..TAP -FINE SMS HEAD CTYPJ %iEAD (TYP.) SECTION A: --A (5! cc TI ti A—e / a8 X 3/4 SELF TAPPING SMS ICC3 S.H. HEAD l'YP.) SECTION A —A (7i 4 FE8 1.5 2002 E ELEVAT110 VIEWED FROM • EXTERIOR TrrLE: SER: ..1000/•! 500 FLANGE •.SHEE.T.:1 OF :. .: TWIN: H RIZ NTAL MULLION SECTIONS ScL G 1 HER S L LE ZwSHEET 22 17F . C% FOR LESIGN; PRESSURc CAPACITIES.,,. 4 r1000 P.VJDESIGNER SILL.(TYP.) • I( 08 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT BETVEEN VINDOv FLANGES- t MULLION SEALANT.BETVEEN- U VIHDOV 08 X 3/4 SELF t MULLION S 3000 531 TAPPING SMS SEALANT BETVEENEAD CTYPJ VINDOV FLANGES SECTION -A—A (1).• t MULLION 1000 .P.VJDESIGNER 08 X 3/4 SELF TAPPING SMS . 1 X 2 7/16 X 1/8 Y TUBE MULLION SEALANT BETV11ENEvINDOv FLA+tGLANCES- t MULLION 08 ' X 3/4 SELF 1o00 S.i .,TAPPING SMS HEAD ( TYPJ SEAiAt+ T acrveEN SECTION A —A (31 VINDOVFLANGESt MULLION 1000 P.V./DESIGNER SEALANT BETS J SILL (TYPJ VINDOV FLANC L MULLION 8 X 3/4 SELF TAPPING SMSM j j TUBE MULLION IS X 3/4.SELF I000. SH- :TAPPING SMS • HEAD CTYPJ ... SECTION'' A—A (5) 1000 P.V./DESIGNER AUXILIARY PLATE APPLIES TO HEAD do SILL WHERE 1' X 4' SILL (TYPJ VTR ADDTTTD"L AMPCRS. V CN REDI=0) & 2* X 4' TUBE MULLIONS ARE USED a 1 L_ 08X3/4 SELF AI TAPPING SMS O O 1 X 2 X 3/8. — — TUBE MULLION ",-Lm 0 C, NTRAIFLORMA B.0. 0 BY VOOD TAPPING SMS SELF o CK BY OTHER i000 s H MANUFACTURER NA ME - HEAD. (TYPJ OR/A4 Pfi SECTIONA -A (2) ERS DDo P v E; # 6 SHEATHING. I . ./ DESIGNER SILL ( TYPJ' MAn* ! ML-- 8X3/4 SELF 1000 P.V./DESIGNER- APPING SMS SILL (TYP.) X27/ 16X3/8J " TUBE MULLION NB X 3/4 SELF SEALANT BETVEE VINDOV FLANGE L MULLION 08' X 3/4 SELF l000 SA , TAPPING SMS HEAD ( TYPJ SECTION A —A '(41 1000 P.V./DESIGNER SILL. CTYPJ N8 X 3/4 SELF - TAPPING SMS 1X4x 3/8 TUBE MULLION 08 x 3/4 SELF 1000 S.M.TAPPING SMS HEAD • CTYP.) SECTION A —A (61 TAPPING SMS 2 X 4 X3/8 TUBE MULLION 1 1/8• MIN. EMBEDMENT:- VIEWED FROM EXTERIOR DETAIL 8 ..APPLIES TO HEAOt SILL -WHERE I• X 21 x 2 7/le.-TUBEMUt1JW5 ARE:USED-'- D4T10c• - —' F' a.., QD SCREV .. RYPJ MMUL. Cu " f8 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A —A (7) HEAD CTYPJ I • MDi EMBEDMENT'.. FLORIDA EXTRUDERS O AL ' Nc EDA TULE: SER.:. 1000/1500 FIN.'.' SHEET 1-':OF:•2 HORIZONTAL- MULL ION' SECTIONS SEE OTHER SIDE (SHEET• 2. OF--Z). FOR DESIGN PRESSURE CAPACITIES ' DRAWN BY:MSH APPROVED :BY: : • .: DATE: 2/6/02 SCALE: NTS DWG.: d HMF I N - ' M0 F.W./DESIGNEC S'.LL (TYP.) 9e Y. 3/4 SELF TAPFi.G SNS 1XE X1/P. i TUSc NJtt:i.V SFA:ANT 3ETVEEN VINB'nv FLANGES' t L MlAL.'7. N l SEALANT BETWEEN) \--4e x 3i. SE:_: . WINDGW FLANGES L S.)i - I ToPFTn SMSM.JLLD:r: :C0 rfEAL. ( I TP.) SEAL0.YT BETWEEN V[NGOV %ANCS SECTION .A —A (? ) L MJLLI07: r000 P.L•./DESIGNER SILL (TYPJ) b8 X 3/4 SELF TAPPING SMS 1 X 2 7/IS X l/8 TUBE MULLION SCALAN7 BETVCEN V!NDC•V FLANmES- L MmLION ae X 3/4 SELF IOGL S.M. TAPPING SMS HEAD (TYP.) SEALANT BCTVEEN SECTION A —A Q) VINDOV FLASG_S L 14".LION r )0m0 F.V./DESIGNER SEALANT BETWEENSILL•(TYPJ VINDOV FLANGES 06 X 31A SELF L MULLION TAPPING SMS 1X4X1/e nI1T Pslfl / IUBL RULLIUN ' I TYPICAL MULLION TO CONCR:Tr C JAMI? r SILL P.V./.ESIvNER cP .c IAS WHERE 4' ram--, QUAIL I SILL (i I (A . 4XS TO JA! WHO. X ` Q-i iy L• 2' X 4' Tl;9S MULLIONS F•.'.2 "SEC) ,T SEI.F I I'1i I TAPPING SMS CONCRETE OR MASONRY BY OTHER'S i x E X is i . INSTA:tATIDII; ANCHCA 3/I6, DiA. TAFMN S:rtEV ANCNLR (TYF.) yI EXTERNAL' MULL'iJr ONE. BY VOC'D_/, I I INSTALLATION CL'P BL'C< BY. OTHERS Q 1 1 CENTRAL.* FIARMA l-:e x 3/A SctF =DIRER I ' LLlca: Sr_ TAPPIND SNs h1ANUFACT NAhSE: A$ (TYP.) t'CDR/DA F,Y VDERS I SE&!Q,% A —A (2) F- 1C9C ?.V./GESIG yR I SILL (TYP.) QRax3i4SELF TAPPiN3 SNS 1000 P.V./DEST.GNE:R I x 2 7/16 X 3/8 SILL (TYP.) TUB= MULLION IN. T 4e. X 3: 4 SELF t F- - EMBEDIIE TTAPPINGSMS SEALANT BETWEEN VINDOV FLANGE - I - L NULLICW: e X 3/4 SELF' . I0D0 S.0 TAPPING SMS HEAD (TYP-) SECTION A. —A (4) r-1000 P.W./DESIGNERSILL (TYP.) ae X 3/4 SELF TAFP:NG SMS 1x4X3/8 Frq/ iuiE K,;LLtu. 2X 4 X3/8 TUBE MULLION e x .37a SELc TAPPING SMS loom SJ4. SECTION A —A (7) Z .-YP.. oS x •3/4 SELF #9 X 3/4 SELF 1000-S.ii... TAPPING SMS 1000 SJ4. IAPPtfcc SmS HEAD 'TYP.) HEAD (T)IF.) ccCTION..A=A .(51. SECTION A A (5). _ _...._..._..:... li _j 5: 21i0 ELEVATION ViEY1EO FROM EXTERIOR SER• .1000/ I500 FLANGE SHEET. 'I Or 2 HORIZONTAL MOLLIO SECTIONS SEE UTTER SIDE S-,LL C OF '.2i . FGR DESIGN PRESSURE.CAPACITIESy. I S • 1000 Sx 1 X 2 X 1/8 1000 SA JAMB (TYPJ TUBE MULLION JAMB (TYP•). 1 X 2 X 3/8 TUBE MULLION 7Vp BY VOOD AI BUCK BY OTHERS 18 X 1/2 SELF ' f8 X 1/2 SELF 1 1/8• MIN. TAPPING SMS TAPPING SMS EMBEDMENT 2 X 4, x 3/8 SHEATHING• SEALANT rETVEEN vINDOV FRAME SEALANT BETVEEN VINDOv FRAMEL TUBE MULLIONINSTALLATION ANCNOR'f8 vOODFEISTERIULLMAMULLION SCREV_(TYPJr8X1-1/2SELF r8 X 1=1/2 SELF NAL MULLIONTAPPINGSMSTAPPINGSMSTALLATIONCLIP SECTION A -A (1) - - SECTION • A -A .(2) _'. MULLIDN 1 X•2 7/16 X 1/8 1000 Sit APPLIES TO HEAD do SILL -WHERE 1' X 4' 1000 S.N. TUBE MULLION 1000 S.H. 1 X 2 7/16 X 3/8 JAMB (TYPJ do V X 4' TUBE MULLIONS ARE USED JAMB (TYPJ. JAMB (TYPJ• TUBE MULLION APPLIES TO HEAD & SILL WHERE 1'. X 2' do 1- X 2 7/16- TUBE MULLIONS ARE USEDF08X1/2 SELF fB X 1/2 SELF TAPPING2SMS INSTALLATION AI(C3ijRTAPPINGSMSTAPPINGSMSDETAILBr8vODD•SCREV TYPJ• SILL CUP f8 X.1,-1/2'SELF SEALANT BETVEEM VINDOV FLANGES VSINDOVTFRANE VIHLIOV FR TAPPING SMS t MULLIGN " 1 I/B•.MIR. L MULLION r8 X d-1/2-SELF 16'MULLION r8.X `1—tit SELF• NT. SECTION A —A (7) sNtArHn+c " TAPPING SMS TAPPING SMS DETAIL C SECTION' SECTION A —A (4) I X 4 X 1/8 TUBE 1 X 4 X 3/8 TUBBE MU•LLMN. AUXILIARY - PLATE0 ',LIE (FOR ADDITIONAL. ANCHORS, VHEN REQUIRED) ' MULLIGN vim A A _ 1000_ S.M tOOO S.M.URIDA ic # O O JAMB (TYPJ JAMB— f8 SELF -TAPPING SMS (TYPJ , ` DETAIL 9 MULLION r8 X 1/2 SELF r8 X 1/2 SELF ELEVATION OTAPPINGSMSTAPPINGSMSVIEWEDFROMEXTERIOR4#8 FLORIDA EXTRUDERS. ONs 'FLORIDA 1TrLE:SER. 1000/150.0 FIN SHEET 1. OF 2 VERTICAL' MULLION SECTIONS'-'•..".. SEALANT BETVEEN SEALANT BETVCEN NDGV u LLIO`,` L MULLuo+RA"E 1 F 8 2002 SEE THER SIDE (SHEET 2 -OF 2>: FOR/ 2'SELF:. 08 X_Irl/2 SELF DESIGN -PRESSURE CAPACITIES'' TAPPING SMS TAPPING • SMS DRAWN BY: MSH APPROVED BY: SECT)0N A —A (51 SECTION' A —A (6) DATE:2/6/02. scAtE:NTS Dwc: 1VMF'IN iy Id.d S;L - X z x 1/P l0dd S.M. JAk^e (TY? q TUBE N.U_! iGN JAMB (TYP.)\ loon x z x 3/8 ION GN= EY WOOD__ OrTAIL 1111 L BUCK nY CTt;i:RS CONCRETE OR MASONRY BY CTkF ki3 x './i: SELF SMS 8 'X 1/2S=_F APING SMS 1 1/4• MIN. ck^E- •r, •TTA?PiNG n-N `'I a 1 I 2 x l x 3i is ^ I i. :\$TALLATI=N'ANC_CQ 3/16' .^.IA. iSP:IIN $EwEV'ANC SEALAr, 7., Yeti^uV ^ NU:.i ut.. i• y L. F.Arcd i MULTI N R6 X I/2'Sc:E ee -x i-1/2 SEL9 TJEz ((;;LL:Jh I r.^_RSAL Mi1LL77N TAPP:N: Sms AP?i? SHS Se 0 ', A -A , ) SECTBON; A —A (2) i MU.LI:;h I il(A-LIES 7= Ca:.M _:Cn ?CR I_ G 'COtiF"6:i+f1' 0'i1EAD' dC SU: WHERE : V TUEE.kL' LL:uN T i x 2 i/1<_ x 3/6 1000 S.IL G t X 2' X < rueE. MULLICINS AAE USED), n. r told S4 - l:% S.H c TUE MW.IiON JAMB (TYP.) L_ JAM? (TYP,) JAMS (?YP.) ETA S x i/2 SELF ce X 1/2 SELF Me x 1/2 SELF TAPPING SUS I rINSTALLATION ANCHOR 3/!5' DL4 TAFCON TAPPL4: SMSiAFPiNGSMSISCREW .ANCHOR fiYP.) j S:EAL;.%NTSILL CLIP ' Mall SE. ALAMT BcTVEENWINDOW FLANGES SEALANT BETWEEN VIN L r FLANGES 2 SELF B:TV_EN TAPPING SMS . VINDm/ FIANGSS 1 MJLLIDN 1%a+!MiN.' Q EMBEDMENTLMULLICN8x 1-1/2 SELF TAPPING SMS. L MULLION Fe X :-!/ 2 SELF t• r- SECTION A —A -U7 SEQ11ON A — A ( 3.1 TAPPING.'SMS ACTION A — A (4) DETAIL L PRECAST SILL BY'OTHERS' G_IXf! IARY' P1.ATk TUBE MULLION TUBE MULLION Q. CFrGt_ADD: TICNAL ANCHORS, VU-EN REQUIRED). . O :. 12OS SY- JAM? (TYP.) lama. S. k. - JAMB CTYP.) . Ire X 1/2 SELF TAPPING SMS - L SEALANT BETWEEN VINDOV FLANGESLMULLION ire X 1-I/2'SELF TAPPING :Sks. SG(,-i10?\ A —A J) t (nI I ao _c_c r.00Llr J \ „ / I Nia v J • SMS (TYP.) E Ati pj I O 08 x 1/ 2 SELF 'VIEWED PROP. EXTERIOR ' I TAPPING SNS ------ FLORIDA • EXT'RUDERS= aoA TITLE: SER. 1- 000/ 1500"FLANGE' ..SHEE'T 1, OF,- VER7i - MU L. iLN SEl IONS VINDAV ELANG_S i Srr LiTHER SIDE <.SHEET'.R L rJutON DES?GN• PRESSURE, CAPACLT•LES`.;`."''_I 1t8 X 1=1/2 SELF Ttu?FIttG_SMS FES I DRAWN BY: MSH AppROVED. BY:.' iDATE:2/ 1 / U2 I SCALE: N T S`LG low s. % I x 2 x I /e ICCC S.H. — L x 2 x 3/e JAX. CTY°.) .1 / TJBE ML L1C!! J.AM- CTYP.: ` iL'Sc !+ULLIitN TATA x !/s SELF X !/2 SELF 2 X 4 X.3i6TAPPi.' SMS TAPPING SMS — TLBE ML_LlDN 1003 S.-- Ste_Av' fE:T TEN SEALANT 2zrwr?i I 1 : A••E "Y I V:4L0V FLAKaES ..• VL'JI:«J ILAINCZE —' We 4 !-1/2'.S-LF t P_LION l'A2Pil NE SNS oX-i/c SELF - TA_=?ins SNS SECTION A —A' (i) SECT ON' A -A (2 X2 7/16 X 1 /9 TUB: MJLL:G:: k 2 7/!E X 3/E IC:, Q S.N S.H. ,L,TUBE Y,LN_LlCN JAMBCTYP.J I I r--" I JAMB CTYPJ I q8 X 1/2 SELF 08 X 1/2 SELF TAPPING SMS TAPPING SMS TYPICAL VER7;CAL TO 'r.CR'ZCNTAL -MULLION TO A1ULL'C'v TAFF: NC•SMS ao TA!; 1X OR _X PULL INTERNAL CLIP X -. OR• cX' MU1. L CTY?:: INSTALLATION ANckm SEALANT BZTVEEEN T I 'a/16' ZIA. TA?CIW VINDOV FLANGES _L_ `— Me X 1-!/2 SELF I SCREV ANC:CR CTYPJ t ! 91t lOv TAr?!NG SMS • SECTION A=A •(7) sr_L ci1P SEALANT BETVEEN . SEALANT BETVEE_NVINGOV FLANGES' VINMV FLA GES E X 1-1/2'SELF tMULLION • •t NIALION TAr?PiNG•SMS o x 1:_14 SELr• TAPPINGSMS. kCTl0N A —A (4) 1 X 4 X L/e i-1 X 4 X 3/8 TUBE MULLION TU " ' LION D 1000 S.1.1 love JAmB et") i T 0 8 X 1/22 SELF a8 X 1/2 SELF tAPPtNG SMS' TAFrING SMS SEALANT BEIVEESEALANT B_TV_EN VInCOV FLAK uES VGVDOV •F_A•vwS aeX 1-1/2 SEES t.YUVTON .. .. _..._...t'MUV.ION.._..._ .. 8 •X 1-1/2 SELF TAPPING SM' TAPPING SNS SECTION A —A (5) SECT;0N _A —A (-El Q -• •1' 1/4'MIN. EMEcDYENT PRECAST - SILL BY OTHERS, ffih(L' C AUXUA.4Y- PLATE 1 I CF:a ADDITIONAL AW_4 RS. VHEN RECL'LRED: 1 A.' A I --- j j2q r1 F TZPPI\G 8 1 .. I MCA'' ION J,_I I iJ ` Fve/rEc FRTERICR . U Fc$ 15: 2602- FLORIDA • EXTRUDERS: SANFd D,'- FL , INC SANFORD,'• FLORIDA nTLE: SER 1000/ 1'500 FLANGE SHEET. I,: OF -.2 VER.T•ICAL MULLION.INTO HORIZONTAL' SEE .OT TER` S I D •_ (. SHE .ET" 2. OE 2) • 0R`l DES•iGN::PRESSUKE ' CAPAC.IT'IES.. ; DRAWN BY: MSH: APPROVED' BY;'` DATE:2/6/ Or SCALE: NTS DWG.: : I VMHMFLG . e SEALANT BETVEEN APPUES• TO HEAD & SILL WHERE 1' X 4' -- VINDOV FLANGES AUXILIARYP A DETAILIL C k 2' X 4' TUBE.MULLIONS ARE USEDMIA. t LION SIGNER 2000 P.VJDESIGNER 0=' ADMTMMAL AXD(=..VIEM REtJ M D) SILL (TYP.) O X 3/4 SELF I18 X 3/4 SELF SHEATHING' PING SMS TAPPING SMS IX27/16X1/8 TUBE MULLION 1X27/16X3/8 TUBE MULLION INSTALLATION ANCHOR 08 VOODOTAIALLYSCREV. (TYP.) SEALANT BETVEEN O ' VD/DOV FLANGES t MULLION EXTERNAL MULLION INSTALLATION CLIPTVOBYVOOD BUCK BY OTHERS X 3/4 SELF u8 X 3/4 SELF.. PPING SMS 1000 S.H. TAPPING SNS MULLION . ... MEAD (TYPE HEAD (TYPE 2000 P.V./DESIGNER APPLIES TO MEAD &I StLL M7tERE t• x 2' SECTION A —A (1) SECTION A —A (2) SILL (TYP.) s V x 2. 7/16 TUBE uuu-ms ARE usED DETAIL a 48 x 3/4 SELF TAPPING SMS 2.X 4 X 3/8 TUBE MULLION 1NSTALLATIt1N ACKlQ cti VtXID StD7EV tTYa) 11iaTL y+ yyp r LO11M SEALANT BETVEEN ' MI RCL 0.ID. FMULLFLANGE Lt } nun+— I. I. MULLION I 1/8'. MIN IJ1EAC r oR o Wu°"' D pS F2 S EMBEDMENT I 111 1 ve• MtM EMDEDMEMi SEALANT BETVEEN WINS FL„ TAPPING SMS SELF lVWDOVFLANGEStMUXA.0NtMULLION ' F 000 P.WJDESIGNER 2000 P.V./DESIGNER 1000 SriILLCTYP.) SILL (TYPa HEAD <TYPJ a8 X 3/4 SELF 08 X 3/4 SELF SECTION A —A (5) TAPPING SMS TAPPING SMS l X4XVs 1 X 4X3/8 TUBE MULLION TUBE MULLION FLORIDA .EXTRUDERSR °ol n USER. 2000 FIN SHEET 1 -.OF ;2.; r r TW1! HORIZONTAL.MULLION SECTIONS mNAL SEE OTHER SIDE (SHEET. 2. OF. 2) • FORez3i4. SELF ae x 3/4 SELF DESIGN -PRE .SSURE•,,:CAPAC-I'T IES• V- 1000 S}{ TAPPING SMS TAPPING SMS 1000 $A HEAD (TYP:)' '. .. MEAD RYPJ 1 EB-2OO2 JDRAWN BY: MSH' APPROVED BY:: SECTION A —A (3) :'SECTION A —A (4) DA?E:2/6/02 scuE:NTS DITc.: ''2HMFINTR SEALANT BETWEEN VINDOV FLANGES- t MULLION TYPICAL 14ULUON TO CONCRETE 'O JAMB • ' ' . - APPUES TO JAMB WHERE 1' X 4'. DETAIL 8 2' X 4' TUBE MULUONS ARE USED) Q 2000 P.V DESIGNER 2000 P.V DESIGNER SILL <TYPJ SILL (TYP.) N8 X 3/4 SELF CONCRETE OR MASONRYN8X3/4 SELF, BY OTHERS• \ TAPPING SMS TAPPING SMS1X27/16 X 1/8' 1 X 2 7/16 X 3/8 INSTALLATION ANCHOR 3/16• DIA, TUBE MULUON . TUBE MULLION TAPCON SCREV ANCHOR cTYPJ ONE, BY VODD '' EXTERNAL:MULLION CLIP SEALANT.BETVEEN RUCK. BY OTHERS :..::: INSTALLATION ViNDOV FLANGES =Q._ t MULLD IN N MULLION2000P.WDESIGNER , 8 X 3/4. SELF - - N8 X 3/4 SELF , SILL <TYPJ • : •-•• - • --• ••• -•- 2000 S.M. TAPPING 'SNS 2000 SJi TAPPING SMS HEAD (TYPJ HEAD (TYPJ N8•X 3/4 SELF SECTION A —A (11 SECTION A —A (21 TAPPING SMS . . 2 X.4 X 3/8 TUBE MULLION ,. Q 8 • X 3/4-SW :, ti ; ' :. L„, : l ASEALANTBETVEEN WINDOW FLANGES TAPPING'S"S'_ _ --•._. _ :• 2000 S.H.. 2000 P.V,/DESIGNER 2000'P.V DESIGNER HEAD (TYP)— SILL (TYPJ SILL .(TYPJ - /'• _.. _.. - .. SECTION A-4 (5) _..__. N8 X 3/4'SELF - . . -_: _.... 48 X 3/4 SELF TAPPING SMS TAPPING 'SMS1X4X1/e IX4X3/8 TUBE MULLIONMULLION TUBE MULLION• VIEWEO : FROM ' EXTERIOR SEALANT BETWEEN ' • FLORIDA EXTRUDERS A71ONAL, INCVINVFLANGESSWORD, FLOR)DAtMULLmN... - M..._ :..__....__P.-.,;#TAePPX Tom:SER:...;2QQ.Q_,.FL.ANGE SHEET;'l i©F`2_ TR IP.LE, HORI.ZONTAL MULLION:SECT_IONS. N8 X 3/4'SELF 3/4 SELF TAPPING SMS ING SMS V ISEE'OTHER SIDE <SHEET- 2. OF .,2) 'F'OR2000'SJC:,. SJi HEAD ... HEAD <rYPJ DESIGN'°PRESSURECAPACfTIES' - SECTION •A=A ( _ SECTION'A—A (4) .?t g g 2 DRAWN By: MSH DATE: 2/6/02—.. scAIE:NTS D1PG::2HhI LGTR,_ _ ' 4.7 2000 S.H. l X 2 7/16 X 1/8 2000 S.H.I X 2 7/16 X 3/8 JAMB (TYPJ TUBE MULLION - JAMB (TY.) TUBE MULLION DETAIL TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION I V2 SELF X 1/2 SELFF T* 8 X LMSTALLATMN StiEVAmm I TAPPING SMSTAPPINGSMSa'--- TAPP INTERNAL CLIP 2-x 4 X 3/8 BUTE kA-UON SEALANT BETVEEN'.. 'iIJALANT BLr)wm 08 i-1-1)2 SELF 2000 si vuoN FLANGES VINO0V.FI ANPES. 'TAPPING -SMS JAMB (TYP.) 2x MULLvMULLMN &-muLLMN.- 1X. OR. 7*8.X 1-1/2 SELF TAPPING SMS: DETAIL 08 X 1/2 SELF SECTION A-L- Ul SECTION A --:A (2) TAPPING SMS.. INSTALLATMN ANCHOR 2/16' CLA. TAPC13N SCREV ANCHOR CrYPJ I X 4 X 1/8 1 X 4 X 3/8 SILL CLIP TUBE MULLION TUBE MULLION PIX OR 2X MULL I . 2000 StL 2000 SA SEALANT. gET%fM* VDUXIV 'FLANGES- 08 X 1-1/2 SELF SMS 1 1/4' Pak JAMB (TYP.) JAMB (TYPJ xtjLLm 3-ECTION'A"A TAPPING EKBEDKENT 0-L BY OTHM Cc if711- iS*X 1/2 'SELF c I W 0 I 8 x 1/2 SELF TAPPING SMS AUXIUARY-P TOR ADDITION& ANCHOAS,-VHEH REQUIRED) TAFTAPPING- SMS ITAIL - I.: SCALANT...BETVM iCA T "BMEEN J-77-7:-is X I 1/2 SELFLANVTAPPINGSMSvENDGV-FLAXGEST7 vINDO FLANGES L muLLMN L KLLL=4 SELF A A TAPPING SMS KILLMN SECTION A -A (3) SECT10N'A-A oU4IS- SELF TAPPING VSMSCTI?.) ELEVATIO VIEWED- FROM DCTERIOR - INTERNATIONAL, INCFLORIDAEXTRUDERS,sA"ojm'-noPMACEN cTur inn- SER. 2000, FLANGE SHEETII &-zOF-.; 2 VERTICAL --MULLION INTO' HORIZONTAL',:.':` SEE OTHER -SIDE' ('SHEET't*.2-OF 2).,-..FOR,: DESIGN -PRESSURE" CAPAC rT.I ES-.-:-i.., OL128z LDRA7 air: JBH Amolm1 IDATE: 2/2/02.,.. ISC=. :NTS,- lDwd.: '2V.MHMFLG, APPLIES TO HEAD & SILL WHERE 1' X 4' j _ AUXILW2Y PLATE & 2' X 4' TUBE MULLIONS ARE USED i' L"::urlDA SJ.l -A•F• U= ADDITMKAL 4+00RS. Vm" Rroum D) DETAIL MANU'ACTURM NAME: O SHEATHING . SEALANT BETWEEN '^ ]F # 70 _0 WINDOW FLANGES t MULLION INSTALLATION ANCHOR N8 WOOD M1LLt0N, '- . • :.SCREW (TYPE OT' A' P.V./DESIGNER 4T* Ael IGNER X 3/4 SELF X 3/4.SELF: EXTERNAL -•MULLION PING SMS,PING SMS TWO BY. VpOD INSTALLATION CLIP BUCK By OTHERS l X 2 7/16'X 11 X'2. 7/_16 X 3/8 TUBE MULLIONTUBE MULLION ...... SEALANT BETWEEMULLION . WINDOW FLANGES L MULLION 2000 P.V DESIGNER WT•' t r— A SILL CTYP.) • .1 X3/4 SELF8 X 3/4 SELF PPING ' SMS TAPPING SMS N8 X 3/4 SELF L A / HEAD ( TYP.) HEAD (TYPE TAPPING SMS 2 X 4 •X. 3/8 SECTIONA -A (1) SECTION A -A 12 TUBE MULLION 1 1/8' MI EMBEDMEN SEALANT BETWEEN E TIO WINDOW FLANGE :... VIEWED'FROM EXTERIOR ,_ .. A' MULLION _. APPUfS TO HEAD. &•.SILL WHERE 1' X 2' t'- X-Y 7/1 6-.-TUSEMUUJONS ARE USEDSEALAN' BE SEALANTBETWEEN ' VINDOVT FLANGESM 'WINDOW FLANGES .. ALLATIDN ANCMaR I., MULLION' L MULLION _ - ;'8 VOOD_SCRCV a 2000 P. V DESIGNER 2000 P-W DESIGNER -'--HORIL CLIP N8 X3/4 SELF SILL (TYP.) r SILL CTYP.) ' NB X 3/4 SELF NB.X 3/4 SELF I TAPPINGSMS j TAPPING SMS TAPPING SMS 1000, S.H. SECTION A —A (S)- 1 X4X1/8 • 1 X 4 X 3/6 HEAD (TYP.) I V9' MtK TUBE F( ULLION TUBE MULLION aDem¢Mr FLORIDA EXTRUDERS_ TTONAL, INC RD; F' I:ORmk A•. TMZ: SER. 2000 FIN ' .SHEET ' F.OF .2.... Y TWIN HORIZONTAL MUUL I ON :SEC-T I ONS--'- V rY. SEE OTHER SIDE (SHEET .2 OF. FOR , IS x3/4 SELF NB .x 3/4 SELF DESIGN PRESSURE CAPACITIES TAPPING SMS.. TAPPING SMS 1000 S.H 1000 SH f. E8 + :,.!"::-•.•. HEAD (TYP.) HEAD (TYP.) DRAWN BY: MSH ApROVED: BY.--: SECTION A -A (3) SECTION -A—A (4) Dere:2/6/02 ISCALE: NTS DAc-:: 2HMF_ INT1! TYPICAL MULLION TO CONCRETE 0 JAMB' APPLIES TO JAMB WHERE I' X 4- DETAIL 8 d 2' X 4' TUBE MULLIONS ARE USED) Q CONCRETE OR MASONRY 2000 0.V DESIGNER• 2000 P.V DESIGNER BY OTHERS ' SILL (TYP.) SILL (TYPJ INSTALLATION ANCHOR 3/16' DIA TAPCON SCREV ANCHOR (TYPJ 48 X 3/4 SELF 48 X 3/4 SELF, TAPPING SMS 1 X 2 7/16•X 1/8 TUBE MULLION TAPPING SMS1X 2 7/16 X 3/8 TUBE MUlL07N ONE BY VOO' SUCK B..OTHERS.. Y EXTERNAL NN aJINSTALLATIONCLIP Q i SEALANTBEVQI vrmTE- y SEALANT L MULLION t MULLION 2000 P.VJDESIGNER j0. 1LLIONSILL ( TYPJ 48 X 3/4 SELF' TAPPING SMS 48 X 3/4 SELF . 2000 S,H. TAPPING SMS 48 X 3/4 SELF•. f TAPPING SMS ..': 2 X':4. X 3/8 2000SJiQ HEADMP.) HEAD (TYPJ-• TUBE.MULLIONJr SECTION A=A i1) SECTION'A—A (2) SEALANT HETVEEN VUMV FLANGE 4..- 1 1/4' MIN. EMBEDMENT t MLLLMN RER 1`ANUFACTU ATn FDETAIL BY A µ _ gJ.A'IC R 48 X 3/4 SELF. N h A SEALANT HETVEEN TAPPING SMS VWOV FLANGES ' t MULLION 2000 P.V./DESIGNER 2000 P.V./DESIGNER 2000 S.M. .._ _ HEAD RYPJ SILL ( TYPJ SILL (TYPJ SECTION A —A 51 N8 X 3/4 SELF 48 X 3/4 SELF TAPPING SMS 1x4 X 1/8 TAPPING SMS 1X •4 X 3/8 ELEVATION TUBE MULLION TUBE MULLION MEWED FROM -.EXTERIOR SEALANT HETVEEN FLORIDA EXTRUDERS:.II MFFLOREDA VINDOVFLANGESt KULLION rnUi SER.,' 2000 . FLANGE._ -SHEET-','- OF'. 2 , TWIN ' HORIZONTAL'MULLIdW'SECTIONS T t : r..:.. :. 18 X 3/4 SELF SMS 2000 48 X 3/4 SELF 2aua sx TAPPING SMS SEE OTHER SIDE (SHEET-2 OF-2)--FOR SJ+ TAPPD: G HEAD ( TYP.) DESIGN_.PRESSURE; GAPAC,IT:IES: ..;; HEAD (TYPJ SECTION A -A (3) SECTION A —A (4) . 1 F B20C2 nRAWN BY: _ wPaRovEn- :;:Z narE 2/_4l02.. sCAU:NTS nRc;l ::2HMFLGTW w.....' A tltl iARY PLATE V'Ot AD117MMAL aU4tL voo REOVIRED) O CENTRAL FLORIDA E. ®. A. F. mAmyAC r=., R NAB : o -o F1_oR/nf s*v vpgs=---- APPUES TO HEAD 6t SILL.WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED DETAIL SHEATHING SEALANT BETVEEN NGL../L.71C+1 FEL # - 'I wtLWN INSTALLATION ANCHOR 18 VOOD VINDOV FLAES t MULLION 0 SCREV (TYPE 2000 P.V./DESIGNER 2000 P.WDESIGNER SILL ( TYP.) SILL' (TYPJ .EXTERNAL MULLION 08 X 3/4 SELF 08 X 3/4 SELF INSTALLATION CLIP TAPPING SMS TAPPING SMS, TVO BY VOOD BUCK BY OTHERS l X 2 7/16 X 1/8 l X 2 7/16..% 3/8 TUBE MULLION TUBE MULLION MULLION SEALANT BETVEEN .. .. .. _ vINDOV FLANGES L MULLION A 2000 P.V./DESIGNER - SILL ( TYP.) 1_ A 08 X 3/4 SELF re % 3/4 SELF TAPPING SMS l000 S.M. TAPPING SMS M8 X 3/4 1000 SHTAPPING SMS HEAD ( TYPE HEAD. (TYPE 2 X 4 X 3/8 ..: SECTION A -A (1l SECTION. A -A (2i TUBE HuuION 11/8' MIN. '• - - EMBEDMENT BJYAII4tl SEALANT BETVEEN _ VIEWED FRON;EXTERIOR VWOOV RANGE DETAIL B APPUES TO HEAD-& SILL•WH0ZE V X 2" L MULLION.' 6c-V X 2-7/16'.mTUBE.NUIUONS ARE -USED SEALANT BETVEEN .: AL AMIN ANO=. . SEALANTBETVEEN ( Si SCREV VINDOAcrri VDDOv FLANGES L MULLIONtMULLION2000kV./DESIGNER /20o0 P.v./DESIGMER 68 X 3/4 SELF MOR¢ N SILL (TYP.) 1 SILL ( TYP.) TAPPING SMS " 08 X 3/t SELF I18 X 3/4 SELF- TAPPING SMS TAPPING SMS 1000 S.H. t t/@' IQN . I X 4 X 1/8 'TUBE 4 X 3/8 HEAD (TYP.) EMBEDMENT TUBE MULLION TUBE MULLION FLORIDA. EXTRUDERS-: RD° A Tmz:SER. 2000 FIN- SHEET.-1 HORIZONTAL'- MULLION: SECTIONS V V SEE OTHER SIDE ('SHEET 2, OF. 2) .FOR N8 X.3/4 SELF a8 X 3/4 SELF q ry DESIGN PRESSURE .. CAPACITIES, TAPPING. SMS•. TAPPING SMS B 2002;..' ... .: • -. ..5:.::• 1000 'SH 1000 S. H. HEAD (TYPE HEAD (TYP.) DRAWN BY: MSH , .. APP80VED_.9Y:.._ SS.EQTION•A-A ( 3) SECTION A -A (41 DATE:2/6/02 SCALE:NTS DWGc: -2HMFIN): TYPICAL MUUJON TO CONCRETE O JAMB rk UES TO JAMB WHERE 1' X 4' DETAIL B 2' X 4' TUBE MULLIONS ARE USED) Q SEALANT BETVEEN SEALANT BETVEEN VINDOV FLANGES VWDOV FLANGES CONCRETEORMASONRY t MULLMN. - 2000 P.V./DESIGNER 2000 P.V./DESIGNER SILL ( TYPJ r SILL (TYPJ INSTALLATMN ANCHOR 3/16' DIA 8 X 3/4 SELF' #8- X '3/4 SELF iAPCON SCREV ANCHOR RTPJ TAPPING SMS TAPPING SMS EXTERNAL MULLD]N 1 X 2 7/16 X 3/8 ONE BY VOOD INSTALLATION CLIP I X 2 7/16 X 1/8.TUBE MULLION BUCK BY. OTHERS. TUBE MULLION 2000 P.V./DESIGNER..MULLD] N SILL ( TYPS 08 X 3/4 SELF TAPPING SMS ' - - k8 X 3/4-SELF 8 X 3/4 SELF TAPPING SMSPPING SMS 2..X'4"X 3/8 2000S.H. 2000 S.M.S• . HEAD ( TYPJ HEAD (TYPJ TUBE MULLION Q SECTION A -A (1) ACTION A -A (2) SEALANT BETVEEN I+ 1 1/4' MIN. VROIOV FLANGE EMBEDMENT • • ' t MULLION - yjCENTOL AimR _... _ . 0 SELF. R8X3/4 SEALANT BETVEEN TAPPING SMS - '•. SEAIANT...BETVEEN, •. .' _ ... :•- VINDOV FLANGES V '/'? 2000 S.M. - tMULLION " L. MULLION 2000 P.V./DESIGNER 2000 P.V./DESIGNER HAD (TYPJ SILL ( TYPJ sD.L <TYPJ SECTION A -A (5) i18 X 3/4 SELF 98 X 3/4 SELF - TAPPING SMS TAPPING SMS 1• X .4_X VS 1 X 4 X 3/8' ; TUBE MULLION TUBE MULLION i '" ELEVATION VIEWED•• FROM EXTERIOR FLORIDA. EXTRUDERS ATIoNAL, INC SANF _ , ORD, FLORIDA TITTLE: SER. 2000 `FLANGE' - SHEE;T; ;1. OF.; 2-. HORIZONTAL MULLION SECT I UNS Y t8 X 3/4 SELF - - c0a X 3/4 - TAPPING SMS TAPPING SMSsu SEE OTHER SIDE C SHEET?2 OF 2): :FOR 2aoc'' sJt_'••_ z000.sH DESIGN'`PPESISURE CAPACI,T•IESc=G'`' :. HEAD ( TYPJ HEAD (TYPJ SECTION A -A (41 - - DRAWN HY:MSH APiliOVED_'ai:''+5' w.._-._ .....:.: n .... _- . -- - _ ...._..... ':z;:.._. ' ;', -.....-DATE: 2/4/02 stAmNTS."' Disc.:•-•2HMFLIG ,, e. wV 2000 SA 2000 S.H. JAMB (TYP.) *TUBE 2 7/16 X 1/8 JAMB(TYP) 1 X 2 7/16 X 3/8 MULLION TUBE . MULLION 2x4XVS TUBE MULLION 18 X L2 'SELF 48 X 1/2 SELF TAPPING SMS TAPPING .SMS 2000 Sx JAMB (TYPJ SVINDOVALANT FBRA1EE t M1LL1ON 118 X 1-1/2 SELF' TAPPING SMS SECTION A —A (1) 2000 S.M. JAMB (TYPJ F7SEALANTBETVCCM VINDOV FRAME t MULLION a81 1-1/2 SELF TAPPING SMS SECTION A —A (2) T40 BY VOOD AI BUCK BY OTHERS 1 1/8, MIN... EMBEDMENT SHEATHING INSTALLATION ANCNDR 08 VODD SCREV (TYPJ = d„ EXTERNAL MULLION INSTALLATION CLIP MULLION i .•. APP.LIES.TO.:HEAD &.SILL WHERE I' X 4" 2X" 4— TUBE MULLIONS ARE USED 1- 8 x 1/2' SELF APPLIES HEAD &. SILL WHERE 1' X 2" TAPPING SMS TO 1' X 2.7/16' TUBE -MULLIONS ARE USED INSTALLATION ANM DETAIL B 18 VOOD SCREV TYPJ SILL CLIP SEALANT BCTV[EN 8X..1-1/2 SELF VINDOV 'FLANGES ._. MANUACrUftEANam': TAPPING SMS t.µULLIpN _ 1 1/8, MI11 EMBEDMENT ISrAMR Fes-#. 1 X 4 X 1/8 -- ' " I'X_4'X 3/8 TUBE MULLION TUBE MULLION 200o . sA JAMB '( TYPJ ' a8 X 1/2 SELF. 08 X 1/2 SELF TAPPING SMS TAPPING SMS ZIP SEAL% WT'HETVEEN ;SEALANT BETVEEN VINDOV FRAME VINDOV FRAME. t MULLION t BULLION 8* X-1=1/2 SELF.-, .. _ ...: _ :..._ ' . _:_._.a8 _x 1-1L2 SELF TAPPING. SMS. TAPPING, SMS SECTION ' A -A' (3) 7 SECTION' A —A (A) SECTION A —A" (51' SIu nik -- - - -• — DETAIL C`- r VmD, FRAMDG AUXILIARY' PLATE—• FOR. ADDITIONAL` ANCHORS.'VMEN RE0UL2ED) a8 SELF, TAPPING.- SMS ( TYP).: ` DETAIL •B 'MULLION,• •• •• ELEVA vIEWDFFZOMOEXTERIOR 0 FLORID '- EXTRUDERSsoRnn° TrrtE: SER.'' 2000''FIN y- SHEET I' 'OF V r VERTICAL. MULLI'ON:,SECT.IpNS•- SEE OTHER SIDE C'SHEE•T 2 OF ..2) FOR iDESI,GN -PRESSURE.:-CAPACITIES' DRAWN BY: MSH 77 iPPR-0VED'BY. DATE: 2/6/02 SCALE:NTS' DTfc:::-2VMFIN ONE BY WOOD DRAIL Ai S.H.7/16 X US 2000 S!L I X 2 7/16 X 3/8 + B=* BY OTHERS JMULLION• -JAMB CTYPJ TUBE MULLION CON OTHERS MASONRY' 1 1/4' MIKBy ENBEBNENT • 4 Q Q ' s - 08 X 1/2 SELF 08 X 1/2 SELF TAPPING SMS TAPPING US INSTALLATIDN AN64OR 3/!6''DOA .... TAP MN SCREV ,ANCHOR (TYPJ.' . EXTERNAL. MIJi L3ON AL PbE jULLION. BETVE£TN SERE AMi HCTVEEN :` A P t FLANGES " " VINl= FLANGES .. ' X _ 71 :.. .... .a MULLION LF :. 08 X O-1/2 SFlF 2WO JYPiCrCL AULUON TO. ;CONCRETE O HEAD JAMB RYPJ MULLD>tl (ARPLIES..Tb`. HFJ1D:Ac .SILL -WHERE T' X' 4TAPPINGSMS .., TAPPING SMS •.Ep) , TUBE°MUWONS ARE US SECTION A —A (1) SECTION A -:-;A. (2) +^...'..•:... _ :.v;::: :.= . k L2 -SELF t- 'QI Q" ... TAPPWG SMS . •: 1 X 4 X. US 1 % 4 .X 3/8.' ..-- ......::. DVSTALLATIOH•ANCHOR 3/16' Dl/l•TAPEXJ1f , ANOIOR (TYPJTUBEMULLIONTUBEMULLION s ILL CLIP 08 X 1-1/2'SELF _ SEA ANT- BETVEE NTAPPING_ SMS VIN DV FLANGES _ 2000 S.M. 2OW Sii : OULLION 1 L4• MD1ci'' _ ....._..--•—_ _ JAMB (TYPJ JAMB CTYPJ SECTION A-=A 5).. _ ,Q':: ='•' r_ 4t:- T ` PRECAST'S1LL : -OTHERS 1/2 SELF - 48••X 1/2 SELF - _- A TAPPING. SMS "_ : TAPPWG' SMS _....... _. ._ _ ITIDNAL A ICIQRS,MVFEN REOUIREIDNFORADD . A r. -..._. E) - mc SEALANT BETVEFM' SEALANT BETVEEX • _ - 4 ` (D...... s VINDOV FLANGES VINDOV FLANGES. --- a 141J.IOM I. MUL•LION : : 08 SELF 7APPWG 08 X 1-1/2 SELF Ei8 X 1-1/2 SELF SMS•RYPJ DETAIL- : "MUl1IQN TAPPING. SMS TAPPING SNSELEVATIQ SECTION A —A (3) SECTION A=A (4) VIEWED FRO NOR 0 F. ELORIDA "EXTRUpER=_A°"L',rc biAN JF 4C'I'QJ =NAME - sAxFoxn: r.ox>na s vOA f 0 •VERTICAL MULLION--SECT-IOI4S- g` Tt.:. ..;. SEE. OTHER S:fIIESHEETI, 2. OF '2>_FOR•: 120DESIGNPRES,SURE'Gi4PACITIES..:.; DRAWN BY: JBW • . Rcr e> tOvm.'ar:; 22 •;. ,R. , r I1e7E: 2/2/_.02, i MIaMlOADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 , Pittsburgh ,KS 66762 NIIAMI-DADS CO.. METRO-DADE FLAGLE,,. BUILDING CODE COMPLIANCE O Mr.-I*RO-DADS CI.AGI.IiR hull 140 wmir rLAGt.EIt Slitrx--T, surr MIAMI. I1.01UDA 3313 305) 375-2901 V X (305) 37 C:oMt•IUC:•CC)tt I.ICENSINC SKI 305)375-2527 rAX(30s)3' co,artt.w,rott nn aus) 373.2966 PAX (305) 3- rttouuc. r CON•rttot. urn Your application for Notice of Acceptance (NOA) of: ( 3os) 375•2902 PXX (305) r 0ittergy 6-8 S-W/E Insiving Glazed Doable w/sidelites Residential Steal Door under Chapter 3 of the Code of Miami -Dade County governing the use of Alternate Materials and TypConstruction, and completely described herein, has been recommended for acceptance by the Miami-LCountyBuildingCodeComplianceOffice (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secur product or material at any time from a jobsite or manufacturer's plant for quality control testing. l product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspenuseofsuchproductormaterialimmediately. BCCO reserves the right to revoke this approval, ifdeterminedbyBCCOthatthisproductormaterialfailstomeettherequirementsof (lie South FIBuildingCede. The expense of such testing will b.- incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.2S EXPIRES: 04/02/2006 Itaeu teoartgucz Chief Product Control Divisior THIS 1S TI-IC COVERSHCET SEE ADDITIONAL IIAGCS 1'OR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COi\UMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buil. Code and Product Review Committee to be used in Miami -Dade County, Florida under the condition: forth above. A. )'PROli C D: 06105/2001 97 t_ i". Francisco 1. Quintana, W" Director Nlian,i-Dade County Building Code' Compliance Oft• A . - Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPI1tES April 02, 2006 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 200, approves a residential insulatcd door, as described in Section 2 of this Notice of Accept designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami- Courity, for.the locations where the pressure requirements, as determined by SFBC Chapter 2 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.I The Series Entergy 6-8 S-NV/E Insiving Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio documents: Drawing No 31-1028-EW71, Shcets 1 through 6 of 6, titled "Premdor (Entcrgy B Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," prepare manufacturer, dated 7/29/97 with revision C dated 01/1l/00, bearing the Miami -Dade' Cc Product Control approval stamp with the Notice of Acceptance number and approval date b- Miami - Dade County Product Control Division. These documents shall hereinafter be referred the approved drawings. 3. LIMITATIONS 3.! This approval applies to single unit applications of pair of doors and single door only, as shown approxed drawings. Single door units shall include all componcnts described in the active Icaf c this approval. 3. 2 Unit shall be installed only at locations protected by a canopy or overhang such that (lie ang!e between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.i non - habitable areas where the unit and the area arc designed to ncccpt water infiltration. 4. INSTALLATION 4. 1 The residential insulated steel door and its components shall be installed in strict compliance :vi he' approved drawings. 4. 2 Hurricane protection system (shutters): the inSlallation of this unit will require a hurri Diotcction system. 5. LABELING 5. 1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIRMNIENTS 6. 1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6. 1.2 Duplicate copies of'the approved drawings, as identified in Section 2 ofthis Notice of Acceptance, clearly marked to show the components selected for the proposed installatic 6.1.3 Any other documents required by the Building Oflicial or the South Florida Building Cc SFBC) in oricr to properly evaluate the install 1011 of this system. Menu I Perez, P.E. Product Co ro Exan Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been f and the original submitted documentation, including test supporting data, engineering documents are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if'. a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this accepts including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by th6 words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. if any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acceptance as %vcll as approved drawings and ollicr documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal tltc topics. S. Failure to comply with any section of this Acceptance shall be cause for termination and rcmova Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP 'NCL: Manu Pcrez, P.C., Product Conte xam Produ 'ntrol Division COPVL-MA0100.02 :& FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing X I r I 2'0" r I COP-WL-MA0141-02 02-0419.08 Application Filed) 52.0 NO TV 2'8" 2'10" 3'0" TV 27 + 1'0" Not Listed r t COP-WL-MAO143-02 Not Listed r.t r 02-0419.08 Application Fled) rSTITTIM :r 52.0 NO 2'8" + 1'2" 2'10" + 17 2'10" + 1'2" 3'0" + 1'D" 3'0" + 17 X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02 0419.08 Application Filed) 52.0 NO i 1'0" + 2'10" + 1'0" j 1'0" + 2'8" + 1'0" VG" - 3'0" + 1'0" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2' 10" + 2'10" + 2' 10' 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8' COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO i 2 8" + 2'8" 2'l0" + 2'l0" 3'0" + 3'0" t 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MAO145-02 02-0419.08 Application Filed) 52.0 NO I2'8" ; 2'8" + TV + 2'8" 2'10" + 2'10" + 2'10" + 2'10' 3.0" + 3.0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown- 2- Assembly details are available from Me Masonite International websile (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads forbuildingsandotherstruct,_,res). National, state or local bui'ding codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade 8CCO protocol PA201. O ak r aft ARiEWPIUY.x GLAS\ Lr:'tNY UODNt w-.T v fi t4m t""r Do Ap. r 29. nn2 Our Oulft'l pugryn ofP' XV(1 nnprtr.-CmpH matto Spc6fglbni, atign 70d p,oduodcW1whicUtochargeW.ftul notice, r t.cr„u.orr r„m PREM v' Z,', Masonite international Corporation Glazed Units COP-WL-MA000-02''':' FIBERGLASS DOORS 6'8" Height — Outswing X COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6" TV 2'10" 3'0" 37 t111111111111LIPM 2'8" + 1'0" L t — 211 + 1'0" t I 2'10" + 1'2" 3'0" + 1'2" Not Listed COP-WL-MA0163-02 Not Listed r.t• 1 02-0418.03 Application Filed) 55.0 NO X0, OX, OXO i11 i t f 1'0" + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 11'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17' + 2'l0" + 1'2" Y + 37 + 1'2" 2'6" r 2'6" _ 2'6„ 2'8" + 2'8" + 2'8" 21C"+`c'10"+2'1V i 3'0" + 3.0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WI.-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2 6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO' ; 3'0" + 3'0" + 3'0" 1. Cccr arrangements using fewer panels than wh3! is shot•-1 in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masoniie Wernationat website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCP 7 (Minimum design loads forbuildingsandolherstructures). National, state or local building codes specify the edition required. 5. klasonite International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miaml-Dade BCCO protocol PA201PA202 & PA203. ARK` L...1 :5 h. .IkY•1r00.4{ Ne T.w•A Nrt4„tn G..::: Oar tsvUnmnp Drngo,n of PWC 0 ;nVrWM1e,dMahn wrOfiolions. atsign end prolutl 41U,„•;FYI to chNgr .iiliq,n '01'c . Masonite international corporation. F fBERCLASS DOORS Glazed Units 8'0" Height — Inswing X 2'0• COP-WL-MA0146-02 02-0423,01 Application Filed) 40.0 NO 2'6" 2'8" 2'10" 0" 7 13 t 3'6" 2'8" + 1'0" Not listed Not Listed i 02-0423.01 COP-WL-MA0148-02 (Application Filed) 40.0 NO 2Y + 1.2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 110" 3'0" + t'2" r x3 0X, C,x0 VC)" + 2'8" + i'0" COP-WL-MA0149-02 02-0423.01 Application Filed) 40-0 NO 1'2+ 2'8" + 1.2" 1'0"+2'8"+IT 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17" + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'l0" + 2'l0" 3'C"+3'0"+3'0" XX, OXXO 2T 2 8" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO I 2-E" 2'10" + 210" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-042101 Application Filed) 40.0 NO I 2'8 + 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Motes: 1. Door arrangements usiog fewer panels thar, what is shown in the above chart also comply under the product approvals shown. 2. Assernbl j detai!s are availab;e from, the Masonite International website (www.masonite.com) or from the technical center. 3. !csta'ation instrt!dio ;s are available from the iWasonite International website (www.masonite.com) or from the technical center. AC ta; L?jiC^ pressure requirement for a spacilc cuilding design tL geographic location Is determined by ASCE 7 (Minimum design loads forbuildingsandotherstructures). National, state or I^cal builaing codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201PA202 & PA203. Oak ruffw.—J. _ MVEK," I IHI,N :1-.\[S'_r TMY 1100I:t Ne"-iwp..i(q«,H f:,rDw.. AA I). ZV? r:c. cxsaok om; ;c, et soouoa rt.poanacnt s sce spc5s;:;:ys. crs.pr l:.J 5r>•:cl Masonite International corporation Glazed Units 8'0" Height Outswing EMEM=r.,10 r 2'0" 2'6" 02-0423.03 X 27 COP-WL-MA0166-02 Application Filed) 47.0 NO 2'10" 3'0" Not Listed Not Listed3'6" 2'8" + 1'B" 2'8" + 1'2" 2'10" + 1'0" 02-0423.03 2'10" + 17 COP-WL-MA0168-02 Application Filed) 47 0 NO 3'0" + 17 3'0" + 17 1'0" + 2'8" + 1'0" 17 + 2'10" + 1'0" X0, OX, OXO 1'2" + 2'8" + 1 2" 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 02-0423.03 1'2" + 2'10" + 1'2" COP-WL-MA0169-02 Application Filed) 47.0 NO 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 37 + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0423,03 2'10" + 2'10" COP-WL-MA0167-02 Application Filed) 47.0 NO TO" + 3'0" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0423.03 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0170-02 Application Filed) 47.0 NO 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown_ 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akcraft EK- 11.0.1 t—T.—FLwTI.0 E. bows Apes 29.2002 0", egnon q p.oq,am Ot product imp,ove 1T k,, Spttitira v-. d,,i" and p•pdutt feud Seb^t to cAange .00.1 notKe. O O Masonite International Corporation Opaque Units COP.WL•MA0100.02 ' A FIBERGLASS DOORS 6'8" Height — Inswing X 2'0" COP-WL-MA0101-02 01-1031-01 76.0 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 COP-WL-MA0103-02 3'0" + 17 3'0" + 1'2" 02-0109-10 Application Filed) omm 55.0 NO X0, OX, OXO 110" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1.2" 1'0" + 2'8" + 1'0" 17 + 37 + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2.8" + 2'8" + 2'8" 2'10" + 2.10" + 2'10" TO" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201PA202 & PA203. Oakcraft AR EK' lot- F IN,:Nf I.Ass F,.*r.Y IJOONs N Tu fe qu. E."r D" Aor, 29. 2002 Ou. COn-9 0109"m 01 010- mpr0 11 makes SptCi1;CW*1S. 01119" 0r d 0lw0002.1 Sut)It010 (Woe wimoul nolKe Masonite International Corporation F Opaque Units COP-WL-MA010002 . FIBERGLASS DOORS 6'8" Height — Outswing 7,. X 2'0" COP-WL-MA0121-02 l.,• r 01-1031.02 r 76.0 NO 216" 2'8" 2'10" 3'0" TV Not Listed Not ListedMultipleswidth) 2'8" + 17 COP-WL-MA0123-02 I.,• 6CCO 02-0109.09 Application Filed) 55A NO 2W + 1'2" 2'10" + 17 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10- + 1'0" 1'2" + 2'8" + 1 `L" 17 + 2'8" + 1'0" 17 + TO" + 1'0" 1'2" + 210" + 17 17 + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TV + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. Oak aff AR 1 EK" a.• r .a k rN'FNOl.rii k:Nl"MY ^GOON( NwrT..e.rW {p..p.. F.vJ Dow. AMd 2%. 2002 Our epnunuing programofproduct improvemeM makeswecilicationl, design and prodw oe,ad Supietl to C" )e wdoout nolite. O.•ri rT O Masonite International Corporation Opaque Units COP•W4MA0100•02 :.:; r FIBERGLASS DOORS 8'0" Height — Inswing 1• X 1 r 2'0" t COP-WL-MA0106-02 r• 02-0109.08 Application Filed) r 1. •r 70.0 NO 2'6" 2'8" 2'10" 3'0" r' 3'6" Not Listed 1 1 r r 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 COP-WL-MA0108-02 3'0" + 1'0" 3'0" + 1'2" Not Listed — — lide BCCO alin-r. liin 02-0109.08 Application Fled) 55.0 NO X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 8 PA203. Oak raft AREW n,..r..e„w ra".m" t..,.. om,. Ao.0 19. 1001 om COmm g oromam Or O,wa "orovtmtnr males soeUr(ara"z aesq" a"a O oaucj anmi S0110 10 change wimout eoou. Masonite International Corporation Opaque Units COP•WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing X W291alm 2'0" GOP-WL-MA0126-02 I,• I 02-0109.07 Application Filed) I• , 70.0 NO 2'6" 2'8" 2'10" 0" L3'6' IWO Not Listed 2,8" + 1,0" 2'8" + 1'2" 2'10" + 1'0" 210" + 1'2" COP-WL-MA0128-02 37 + 1'0" 3'0" + 1'2" Not Listed I1• I 02-0109.07 Application Filed) 1• 55.0 NO X0, oX, OXO 1'0" + 2'8" + 17 COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 210" + 1'0" 1'2" + 2'8" + 1.2" 1'0" + 2'8" + 1'0" 1'0" + 37 + 17 1"2" + 2'10" + 17 17 + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 37 + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2Y + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'l0" + 2'10" TO" + TO" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201 • PA202 8 PA203. Oakraff AR EK" el",. N(; 1_.,1 .<Fr+'1'NY nOONi Non.T•.e..W i,e«.0 E vT Donn Apri 29, 2002 0w c im . p p,.Qn of p,od.a impo-1nl makes specificXions. devpn rnd product dcud sooiea to ctnnpe "nno.1 notice. Masonite International Corporation X. Unit t t I o MID-WL-MA0001=02y SINGLE • • - UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require Iwo 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom_ Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. o..,.rr o••., A., con, -qD Masonite International CorporationOmC0ImwnODrpOr>m 01 prpduR imprpvUncni ma4ts SptCdNabOns. atSpn and product dtUd Subitti 10 tn>npt wdbput n lke XO or OX `"' ' Unit ' SINGLE DOOR WITH I SIDELITE UNIT 8'r UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. t 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. f r I", t • 1 0 Width of door unit plus 1/2" Height of door unit plus 1/4" t 1 t .t T f Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: t. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and #10 wood screws or 3/16"Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. aura 24 20-32 o"r CDnI: ,'- JrD'Jr rr Ur Ilrt•UVCI nr:',r•J-.fnµ'n1 mU4[S SUfCIq.rVUr:l. Ot Dn>nC J'DCJCI OPUd SUDIM ID ID3nDt "dl o,j nDIKt. Masonite International Corporation I OXO 6 r10r4 Unitr SINGLE DOOR WITH 2 SIDELITES 6- TYP 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" 1 i t r i r r r r r Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSUAF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment- 3- Wood bucks by others, must be anchored properly to transfer loads to the structure. April 29. 2002 0w co n.:,,.p a uou n a muo.:.-rv+rnMm nut a occaK,i•m•. oeiwn c mua n aeua smieu 10 c=,nye wnnom ..Kr' Masonite International Corporation OXXO tilt Unit t DOUBLE DOOR WITH 2 SIDELITES 6' CL 4TYPITYP TYP. TYP. 11 11 I i 11 11 11 1 TV 6'8' i !1 tt 1 It ti 1 11 It t~ 13- UNIT 81U' UNIT 5/16' 17-1/8' MAXIMUM ON CENTER TYP. t t t 1 f 1 t t 1 1 t t t i t 1 j,IIIIJIM. TMI M11t f 1 It 11 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" l Hinge and strike plales require two 2-12" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include M8 and X10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Alm] 29. 2002 Om Co 1-no 01001]m Of 010ao0 D'ovemeni malts SDtC'k31.n,. Oeign ]n0 w0-1 ..1- C.' M aconite International CorporJliOn XX Glazed Inswing Unit APPROVED ARRANGEMENT: t xx COP WL-MA0142-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3W x 6W. r Double Door Maximum unit size = 6'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location isdetermined by ASCE 7-national, state or local buildingcodes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeh followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: r Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1A GLASS: 00 00 00 00 00 D0 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n El 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 RA., 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be urea to the following door style: Eyebrow 5-panel with scroll. O-ak raft AR k EK" w.. o.lra n 're.l uta.l F RULNc:LASS LN-1'KY 000N1—.T..—iLw ruu Env, D-- April 29. 2002 gur conlinu.g otogo. or Dtodun myo,"ent makes Som,1KAWS. deign and DtDdKI dttail Suolm 10 mange .1thou1 not -cc Masonite International Corporation I XX 1 t t Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: w+t 1 00 00 = ;x 404 Series 410 Series 109 Series 114, 120,122 152 Series 149 Series 300 Series Serles CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 f / &a 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakraff AR EK" 1: N I.1''Dr)IIM Nw.4-1.. ....E.Do April 29, 2002 0m cvmn ,.g orognm or Dr000a -D— mem m k,s sDeciriarbns. Ocsgn arid DroOucl OeMl SuOKn 10 0.90, witMur note. Masonite International Corporation C I I fri XOorOX °' `t ° Glazed Inswing Unit t FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maldmum unit size = 6'0' x 6.8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements tot a specific building design and geographic location is determined by ASCE 7-national state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beetl followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: as oa 913b as as as as 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: n a UU UU a El u as as as as as as 105 Series 106.160 Series' 129 Series' 12 R/L. 23 RA.. 24 R/L 107 Series' 108 Series 304 Series Series' This gbis 4.1 may also be used in the lonowing door style: Eyebrow 5-panel with scroll Oak raft AR EK' r rur. nr:rs..c ENr r<c unnH., w,a.,..,..e re..p,.. c•+.. o., Apnl 29. 2002 Ow W-11 1—S, ocs•u^ uwm —1— auud svoieu ¢ LLn e wunovl norRt PREM' O'er..//.. [I ff t4( o.. Masonite International Corporation XO Of OX ` Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: t 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120,122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR S EK" r rniwr l..T .J_rKs rJ•rrJK. Non.T..a1.Wr4wNa.. E..rrYDonn April 29. 2002 OW torn—ng program of product vnprovemenl makes sotcollo ions, des.gn and product 303.1 ID tnange —how n01.Ce 0.•.Y Doo.• Masonite International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT- 0 r a r COP-WL-MA0144-02 R FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x WK. Single Door with 2 Sidelites Maximum unit size = 9T x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: MIN EIM 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n n ou ou n 00 00 00 00 00 00 105 Series t06, 160 Series' 129 Series' 12 RlL. 23 R/L, 24 RrL 107 Series' 108 Series 304 Series Series- Tlus glass kit nray also be usea in the following door style: Eyebrow 5 panel with scroll. Oak raft AR k EWP1-CLA]S EW'rNY`UUOR1 NwwL.e e0 [p.rr4u Lnv)Doon At) Id 29. 2002 Our font,nvmg moglam a 011dun unoloremem males Sdtttlgalan5. des,o no moduli dean suolm w cringe .nrwur norrce. Masonite International Corporation Z I i OXO '' `I I Glazed Inswing Unit 1 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 7-7 k Y. ao no 404 Series 410 Series 109 Series 114, 120.122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 FJ Oak raff AR EK" I:IUL—LAMS LN't—',U-)N5 T..e.rW ra,..aeu Em Co ()c,. r /UYI i r r/. Ap11129.2002 0.1 COnLnumg D1Ddfam of Dloduct unDF0vtmenl Masonite International Corporation makes SMiIK]IUnS. deS;gn and D1DduCl detail surheel to change without notice. OXXO Glazed Inswing Unit APPROVED ARRANGEMENT- C0P-WL-MAq,145-02 FIBERGLASS DOORS 4 O Affi . O IfPLA Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8"- Double Door with 2 Sidelites Maximum unit size = 12'0' x 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL7MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 0 EWI000o 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 112 GLASS: n 1 El 00 00 00 00 00 00 105 Series 106° 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series108 Series 304 Series Series- This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raft AR k EW I: rnl—LASS LN'I'— ollo.1 Non.T.. 1—j—Env, Dow. April 29, 2002 0w c ,m ng program or np: opun ro+o overnem mafrs speobcalrons. oes pn ano p:opua pal wplecl to cnanpe.rnnow oLce. rRUY1 a, e'../... //ln Masonite International Corporation OXXO I , I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 - 404 Series 410 Series 109 Series 114, 120.122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: f x 129 Series 200 Series 12R, 12L. 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). atxer f State of Florida Professional Engineer Il Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" ADril 29. 2002 Ovr coMmwnO oropnm of Droouo -0,ro eme,n mores sDeri1 t 1*ns. design A.omdua delbl S,r^1 to Changewi,houl nof(e. m 0... Masonite International Corporation Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Double Door Maximum unit size = 6'0" x 8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 822 Series 1/2 GLASS: n 00 404 Series 108 Series Oak _raff AR EK- 1'11MKC-LAN1 LNI.Y -)ONI .bn1..a...l F-0..pau Emrr Door April 29. 2002 Du, com.m,og awglam or pmduU -210o emenl makes speci icahons. dmon and moducr M a s o nit e International Corporation der]d sUouu 10 change WRhOur nohCe. XX Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series _ CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE ro the best of my knowledge and ability the above side -hinged xterior door unit conforms to the requirements of the 2001 Florida 3uilding Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raft ARkEW r ruL Mr'.I.UY LIni" uu ,Kn—T.—ic«['au Eno, Doe.. April 29. 2002 Our commwno program of pro0u[t morNemem makes $Wiful m . oeson mo product Otlail suprca 10 cnanoe without note Masonile International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: r Ftlt, C0? WL-MA0148 02 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size = 6'0" x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 1-national. stateor local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: am 00 822 Series 1/2 GLASS: 0 00 404 Series - 108 Series Oak raft AR 4 EK- IIII I: N1 1.:\ L.`)-INl' nnI)N ISM-T.. u..A 1•E..ra.. l+uT Doo•. npni 29 2002 Ow Con-m O DIM— DI P100,0 -DIO•MIMI mikes SDeO1.C—M OCSIen N.d D'o— ae u.I to COJOQe -r,o.. Nil. Ou. Masonite International Corporation I XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series EOP•WL•00148.02 8'0" FIBERGLASS DOORS 0 - 300 Series APPROVED SIDELITE STYLES: 777 3 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, PE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDtN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakgaff ARk EW I IULMf:/.il LN1'Ml"`I)()nM< NonT..eny iM.pu FmrTOwn April 29. 2002 0 r0.1. ng pmp4m 01 0.00vtl mp.pv<mrnl m)h5 spmlrtalgns. de5gn and 0,.fta 0eud S.bl'tj10 r0mpe wdnoul nObCe. Masonite International Corporation 7 OXO 'P-WL-MA0149-02 Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size - To" x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design andgeographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 822 Series 1/2 GLASS: R 00 404 Series Oak raff AR 1 EWI ' ..I I,IUI: Nr:LA.1\ E,1"rMl"I)11—S r;rN.lEnlrr0— Aprit 29. 2002 Out ED 1-9 DI-01— of DlOouca nnDlOvemenl 0100.E1 dead Subieel to change wdhoul nobec EJ 108 Series O 0 Masonite International Corporation OXO Glazed Inswing Unit coaM,ma0149•oz: :. 81,0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 series ArPKUVtU SIUtt-I1 t S I YUS: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). CState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft AR k EK" I I"C"E:LASS FNrN DOORS -T..-E ,.. Env, Dow- AUYI /-Yln i a* , .u..., GApril29. 2002 -., o,I,. oso.. Our tonnnuino Drooram of produO i DFovemrnl makes spnilkalons. dtSion and produrl M a s o ni te International Corporation dOplSuDlecl to tnanot wilhdul nDlge. i OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: jig , C0P•WL-MA0150 02 ,* .: 8'0" FIBERGLASS DOORS O O H," Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'011. Double Door with 2 Sidelites Maximum unit sin = 12'0' x8V Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. . Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements tot a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed —see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 114 GLASS: MOD as as 822 Series 1/2 GLASS: n 00 404 Series O ak(craft AR k EK' i-.•r.rn. .r< <a VInLK6L.s\\ LN IMY 0009.s Jm T- ra..te,.(n" D. April 29. 2002 Our eom-9 Drognm of Drodva -ov-1 makes spmr6catipns. desgn and Droduel dell,, subject to change without noece. El 108 Series U f. cloa.rla Irom Masonite International Corporation OXXO Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: x. . r=4; 810 Series APPROVED SIDELITE STYLES: 0 450 Series COP-M-MA0150.- 8'0" FI8ERGLASS DOORS n 300 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). P a-e' a aaf 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak. r ft AR k EK' I. ,•rug '1 .i. ur. •11llillt (:l.\S\ Cf rNl' a. )." l+or.-T..•..-O f e.v few, Dow. April 29. 2002 Ow conlmumg pio0lam of oioduo rt0o emenl makes SOec.t.calq S. des.Qn and oiooucl delail suolecl to change -1houl not,t Masonite International Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT: C01?•WL•MA0162.02,:. , r FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" is 6'8". Double Door Maximum unit size = 60" x 6'e' Design Pressure 55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required: MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: don00131333 on H an no 00 101 o0 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n ° 00 00 00 00 00 00 105 Series 106, 160 Series- 129 Series- 12 R/L, 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. O akcraff AR k EW am April 29. 2002 Oo•conu om4 wog—orw.do+no,mtmmr ma. a snec•,aau a. arsion na ww— Masonite International Corporation otu, s U tci ,o cnan4t .vn,gN no,Kt I XX - • ( R Glazed Outswing Unit r P1.8ERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: i t 00 130 Y '\ 404 Series 410 Series 109 Series 114, 120.122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, PEJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). aaf3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak,-raff 1 1 AR k EW 1`I"LNI:11ss LNINV U0I)N.1 t'b+.T..v..A ia+rNufm•, Odor+ April 29. 2002 Ow COn1.nN g 0,09ram 01 p+OOucl mO+Ovtmtnl maM(T TpKil UtanT. Qt$pn and V,.O l Otl>A30MfC110 [nanyt w In0u1 n01Kt PREMIX" .' Z.iu,1,>, 0.. Masonite International Corporation r XX Glazed Outswing Unit APPROVED ARRANGEMENT: o o Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit site = 6T x 8'0" Design Pressure 47.0/-47.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MAO041-02 MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0O02-02. APPROVED DOOR STYLES: 1/4 GLASS: am 00 00 822 Series 1/2 GLASS: 0 00 404 Series Oakcraff AR k EW 1:18LXGLASS LN'I'MY DOOMS N.n-T•....Wf4e.(y..Envyc— Apn129. 2002 om Conunv.np pr00•am 01 pl0pv0 mpovemtnl mNti specibcal ons. OeT On and pro0- OCUa 1vpM 110 [nMOc wilnOvl n01(e 0 108 Series Masonite International Corporation I 4 3 2STFFLSKIN) 1 s iNrpOrmLArE SILLS Farr le' WIDE Doan. REVISIONS ACHEDl 4 AM WAol nc °P )I REV. N0. ZONE: OATS: I ECN N0. I APPVD:-j DESCRIPTION aI•TIONAL 558 CARS OR A • 1 I 82 11/00 - • MWW OTY (1) WAS (2) FOR TRACK BOLT 1 e• ACM1C AVAILABLEgsECTIorLB-0 INR020MAL TRACK 513PPDUfr er20GI/M. EALES ARACm ro DODR NSgLLDt (ro 4/n SKINWITHPATDEXOEDIDOiSYSTEMc roP. TIOTIOY • axT1a) D V1CA g 13 G 6 1 Sf[ FL oDO, -4scF LISTED Yn' 6f1': m.00C LA0®S ri. C tM DOUSE TRACK 38ea(mam LOW MC-090M C 4AVAIIAREASANOPnoNVIEW v HOCKS TRU CKSTEELRACETt. . 1. EAL FLACK TIeC016S: 4 00• 0 15y0aacc ` Dom M. RACK D.I: G GLV. SW[!1 TRACK BR•dZi. mml TWO PONT IOCIC 184r (•) TRACK enAOR T Pill yDc LEMnI1N TOP enAGKEr REPORT# 9666C Lio" IION2DNTK C HEADROOM al DN 6TWOECDpL-DA16 T ? 3• . 20 G U•av4 Dom, TRACIC A =-1- I-1 11. IRE U- 9AR5 a ROT SECTOR. arc.) / I W/0• SHEET MU& smm wm A oPnONAL OUTSIDE XETID LOCK POSITION NAX DOOR WIDTH - le'-0• 0 11 G A/I NIM S le G RETFRYsnun Nvrrs 1' I . 3 IAA SCREWS OH IP CFl11ER9. 1 OA 1AL ••g VIEW•S DOORS UP TO Y•0• HIGH CONSIST OF 1) SECTIONS MOM. MONT INO FRAMEWRMU.V. WASHER ROQUIRO. TAD SCREWS LOT BE OOUHILAAIDOORSDOCOVER 7•-0• HIGH CONSIST OF (5) SMIDONS (NOT SHOWN). COAON OUTSIDE SLWACE OWT NOT REauNED) ro POOdOE A FwsK NOI/IIIID STOP 1ro1Rnec Br DOOR .TALLER (TO plf0 SI6AL>: IrORZONTAL UIAII@S 00 NOT IRANSrEA WAR. 24 YELLOW PINE 4"20 CA, EN MOL GILV. STEEL DSTREn3 =• THICK 5 C7A- T-- O 20 G OKV. STM INTER. SD E ' R I 1/0' K7(T12 G OALV. STEELTRACK `-'1101DED Y/SOEEDH RR25GWIN. STEEL UTE REAPER fu§m- fASTCIm ro WOOD Ur6/e.3 s• PAHHEADSgEWONacS/10•.1-3/0• IAO SLEW' SIGN COATED 1001 c-bUAL. 10 SCREWS PER UTE) 0 .1 ON 21 CENTERS (C-W PER (RACK BRN7QT. C LVA UDHr O•fED-ON PRIMER. - OR 24• CENTERS PS lAl uOrN:RETEj OR r32Kyp1p1 7/le• I.D. RCRD rIASTLN T AND A OAT APFU POLYESTERDOMsAIRA. W 7 rA9OO wQumRnII OOO rAsraKER (arc PEx ROUFR) le a cKV. Slm mOER MDKOE raP wr AP'PIR.DrIDomSNAPuTGr [NGLLS TArcom SIDES or STEEL 9GH. 'Ra GM ORAI CAu TT. EACHP SH`pCE SLEEVE ANlKORS. 1. 0. 0 1RL WASHER REOIRED 2• CALV. STEEL TRACK FASTE2/m ro 14 u CALV. CHEF naKlEp MR r To OIrFR STILES r(a) BRACKET ATTACHED W/(.) EACH SIDE of BOOR. WTIK DPCC/S. ANCHORS Wr BE aODUTDWAWK 12 G GLV. STEEL TRACK 9tACETA rA$IFOIED ro OO STILES EACI •/(1) /11 sH[Lr ICTAL SCREWS. SHIP W JOINTS. /ISCREWS.SKEET METAL RNICR• AU (OAR NOT SURFACE. O PROVIDE A ROSY TRACK ATTACHED TO EAC/ BkAaUT IIb((0• SIFT YETK SCROK NO IIa1NIPrO SUIILAE IN1W20MK JANOS DONOTWTIHarcI/4•.3/e• 00Lr • NUT r1) 1/4•.3/1 SElf rANPq SFREMS PER fND W1OE TRANSTTA LOAD. On TWO 1/4• CIA RMEIS OUTSIDE KEYED . IrArraE 00 DO 2• CM. SHORT. STEM. 10 GALL STEEL ROLLER. 14 H ULV. AFLl STILEMANRSTCf67Eln, PL END HHGE. CA01 AWE FASTENEDSTILESTOENDA PREPARATION OF JAMBS BY OTIIFRS SELTIOI C{ FLOCIA P.E. /46405 STILES 1'iAL14d/0• RISIOE HANDLE NORM OROIRN P, /23e32 3' TALL U-w • (4) 1/4•.3/1• SaF OUTSIDE Kr1TT LOCK I= OAR ACES IN eL VnDD SCkTRfMC : 501mf2:.C STEELAPFOIC "'I" '""` °CROW TR TRACK ON NOTE THE DESIGN OfTHE asPaanw 9mUCTuut ELEMEm9 DESIGN LOADS: +24.0 PSF & -24.5 PSF OUTSIDE EACH SIDE SMALL BE THE RESPoNsLeRRr or DE PROFESS 0 4AL OF TEST LOADS: +36.0 PSF & -37.0 PSI J HAHOLE Or DOOR RECORD FOR THE BUILDING OR STRUCTURE AND N ACCORDANCE L 1 3 r3• rMl . 20arxV. (SITED. U-OARS EN0 SAE DOLT WIM CURRENT BUILDING CODES FOR ME LOADS USTED ON Km1.l WaPi2 NC 9om w Al[ 1-J/0• E- INIr AO2- 1-2ITO.SfCinN aHE uITW U AS Mp 0a OUWIw AWWOK A11A® UX PDA.U* PART NO.: - T SECTION Ero EACr U-OAR ATTACHED TRACL HIE Monet- IIAPa SKEW an-.dP. 312 V" SL Sub 1600 A HIM 11.•V .• 9Elf nPPNO SCE1.9Enadh7CWYUppYwyIDEALTEASRELUAroH. EAOKSIDErQOIWbAlhCiipRA,s Do TOLERANCES R,. 45202 rd Na I-f13-361-1600 or as.d« ap..k GO - t.03 WF DIDW IDoui Tm Ha 1-513-762-3519 SECTION A -A KgLIE V11w1 A41i -row a, m„.aYib°MF,,,,i° le '00 - t.015 DESCRIPTION: MODEL 6RSTW416-0 8-0: 24/-24.5 DESIGN LOAD Ae..w tlA. n.Ye. -•I' ..-JI M . 000 - t.005 rxv, STEEL aortal BRACKET. UNRY w a.w- - i 0000 . t.001 DRAWN BY: 8MM DATE: 4/18/00 SCALE: NTS DWG. R m WTR (2) /I.b/e• SHCET YNETALSCNFWS. °i-'^'°e"CHECKED BY: MWW DATE: 4/18/00 SHEET I OF 1 SIZEL TeNa -t 1RL . ThW Ill P.ojecwr10 - daTN /NGREs. DWG. NO.: 102138 REV. N0. 143 2 a i J i1• 1 i D)V. ONE BY VOOD DETAIL C 41' BE 2 7/16 X 1/8 - 2000 SA 1 X 2 7/16 X 3/8 BUCK' BY OTHERS MULLION' JAMB CiYPJ TUBE MULLION Q . Bt' SSE OR MASONRY' 1 1/4' MIK EMBEDMENT' Q t8 x 1/2 SELF - 0a x i/2 :SELF " TAPPING•SMS TAPPING SMS - INSTALLATM4 ANCHOR 3/16':M TAPCON SCREW ANCHOR (TYP.).-. - EXTERNAL'IIIALI0J1 ' INSTALLATION. LISP EALANT BETWEEN _ SEALMtT BETWEEN - -TUBE IO!N . DNDOV FLANGES'WINDOW FLANGES MULLMN L MULLMN2000 AUWON'TO.CONCRETE O HFAU V2 SELF •8 X I-1/2 SELF 1tytB CTYP MULLIM ' (APPUES..TO.`. HEAD::& .SILL.WHERE I' X- 4TAPPINGSMS -.TAPPING SMS & 2, X -4 ;' TUBE ` MUWONS 'ARE USED) , SECTION A -A (1 ) SECTION A=A. (2l ea X. 1/z -SELFDETAIL 'B TAPPING SMS INSTALLATION I X 4 X V8 1 X 4.X 3/8- ---.....__._._ 3/16' DIA. •TAPCIDI SCFtE1/ ANCINOR OW.) TUBE MULLION TUBE MULLION . . SILL CLIP OB X 1-1/2 SELF ..SEALANT - BETWEENTAPPING-SMS VINDOV-FLANGES 2000 Sit JAMB (TYP.) 20M in :.:•a ULLIDM._:;:. - --- -- •• 1 1/4' MIX JAMB (TTP.) : SECTION A=A` (Si - - - -0= `?" -EMBEEMENT c DETAIL E;_ _ - _.. ._ --- • '-'' V PRECAST snL:BY-oT rERsLUE31 is x I/z SELF _ se'x I/2 SELF TAPPING SMS ".. TAPPING' SMS --_¢DR_ADDITIi)N/il _ANCIflRS, VIE7t REOARM Ai A: _ sEaaNr BETWEEN SEALANT BETWEEN p:..-pSf. - --- VINMV DNDOVFLANGES FLANGES L MuttOM MULLION . 18 SELF TAPPING 8 X 1-1/2 SELF I.8 X 1-1/2 SELF SMS•(TYPJ DETAIL R . Kjl_U TAPPING. SMS . TAPPING SMS ELEVATIOR SECTION A -A (3) SECTION' A=A (41 vtEwED ERtOR' - F • _.._ F'LORIDA•: EXTRUpERS= sxn°F. ovaMAMM: LURM mrMt tES .•2..0 NG - SHEET- -IT . 2jo OA VERTICALMULLIONSECTI07S_:_U;:-: p. g... Fes_# SEE. OTHER. S.DE=;SHEET::'2 1.8 i'2f2 DESIGN PRE$;SURE',CAPACd7,IES.,.. x - r DRAWN BY- JBW '.AMOVEMMY.Ujj : .PP,:.? k DRAWN ; - DATE:2/ 2/_.02_._ _ SCAIL: NTC rnrc_ .'?VM'r, s.• ENGINEERING PACKAGE ikk' BUILDER: PROJECT: MODEL/BUILDING: Golvzk REVISION DATE: /i/,71p3 NEW LOAD: A// o/ aId3- Tiz+I 4E ol CARPENTER CONTRACTORS OF ANIERICA,INC. Fr 3900 AVENUE G. N.W. = WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 p December 12, 2002 Carpenter Contractors of America, Inc. 3900 Avenue G, NW Winter Haven; FL 33880-6201 Re: Existing CCA Truss Designs and the Florida Building Code Existing CCA truss designs than meet the wind loading requirements of the Standard Building Code for: 100 mph fastest -mile wind speed Residential construction Enclosed building do meet the wind loading requirements of the Florida Building Code for: 120 mph 3-second gust wind speed Residential construction Enclosed building Exposure B If you have any questions or if I can be of further assistance, please call me. Sincerely, .` \,DER . P,/,yQ.• G 'SIFICq 'y No. 22839 12-1 -02 Walter P. Finn, PE '•. STATE OF Senior Chief Engineer '24RIDA.•• ONAL . WA43 11,W ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, FL 33844 • (863)422-8685 • (800)755-6001 This /s A Danyar psis Soothing TO PREVENT THIS CAILORE, ANCHOR jorr.prpslon tvc6s OR RESTRAIN THE logo and alter "— wckling. -LATERAL BRACINGI Cuatlnuous lewd Machtg USE HETIIOD SIiOWN AT m.lnt Ins.p.cln&.but (D, ®.& ©r OR ANOTHER p.rmlts•l.tssd buckllnq STRUCTURALLY SOUND of .0 woh mambess as HETIIOD SPECIFIED BY The soma lima. PROFESSIONAL ENGINEER a..rlrsg lot trust" OR ARCIIITCCL' . A14alORAGE BY BUILDING DESIGNER other anchorage provisions For Other types of walls). f-- Sllvutlling saga thy building tar) Into solid end 1-tadns lateral Q. 11t.401sy ps.v.ndaut suckling. tlnuuus Lwai twaclnu. C-1—tslon web 3A 6OR DTAC:ONAL BRACE: t2ES"T'RAINT NITIIIH 7'IlE UNIT (3A & 3B) 61t.o1hlu¢ ANGIIp)tAGC: Olt- REST11-AlUr OF LATERAL BRACING The drawing below all how to restrain the CLB ( ) when specified on their engineering sheets (drwg. shows EXAMPLE TRUSSES as'. Ts SCISSORS -rylr6.) when the adjacent trusties have A Rj different configuration (FINK shown here.) The 1s10.9o^a Brace 0910 members axe 2x4's ( ), tide ends of which are attached to TOP G BOTTOM chords. The diagonal brace to• be attached to one fSCe df web membe: r._ RI 3B flfl EXAMPLE TRUSSES SCTSSOR STYLE) 7 Compression ueb-aloping r or vertical. or web.. 1?ee41a9 bracing. Continuous lutual'blace CallbtQ — /" S-Diagonal Brace may crayarae l.or. than 2 truse.i. d.p+oding an truss h.tygt. 2x4 13 or stsld•grada Plagond knees nallad to oppollls side at wets prsvanI& 1.1sn1 move rent end should Ira sop.dud at quptoalnuldy 70 l.vtlnl.uvals. - ktts.rh .with -(2)-164 calls ai each and to chords and to side of web or continuous lateral brace. Alpine standard drawing 137 shows various typo of aucllotagc ar rcatraints for continuous lateral bracing. Amoug them Is acase -where the Web lateral bracing is anchored by a diagonal brace at 45 degrees hour a horizontal plane. A S degree deviation is suucnually acccplable if the dcvdarion is greatet than 5 degrees. a second diagonal brace shall be provided such as to mal'c an 'x'. Ibe Cl9 as -11 as both ends of this diagonal bract shall be anchutcd with 2- 16d common tails. R5 0:o...f„lc. 5112103 t2R,is.1 CLV 311210I pi erg gam. Z-20-7011e AWSTYLEWACENT TRUSSES IocG o a o t .a o • 0 0 0 DATE Tbis is a recommendation only. Permanent bracing for all structural elements and anchorage to accomplish new 137 A ALPTNE o the transfer ofthe loads to other structural elements of the building to achieve total strctural integrity is the FL-ENG WLB— t TRUSS t responsibility ofthe building designer per Florida Building Code. R3 - a 0 0 O O r=1 August 19, 2002 Mr, Tun Nick Carpenter Contractors of America 3 900 Avenue G, NW Winter Haven, FL 33'880-6201 Re: Number ofNails Increased by 201/o Dear Jim, ; As a guide for calculating the spacing of nails when substituting pneumatically driven 0.1281'x3..0" nails for 16d common nails, increase• the number of nails by 20%. This adjus=ent applies to both lateral and withdrawal values. A "v" pattern is acceptable for staggered nailing as long as the horizontal distance between nails is maintained. The following table lists appropriate nail spacing for the connection of girder plies. SPACING OF 16D COMMON SPACING OF 0.128"X3.0" NAILS SPECIFIED IN DESIGN pNEumAnC NAILS 2" O.C. 1.7" O.C. . 3 2.5 4 3.3 5 4.2 6 5.0 7 5.8 8 6.7 9 7.5 10 8.3 11 9.2 12 10.0 13 10.8 14 11.7 12.5 15 13.3 ' Please note that 2-pty girders need to be nailed from one face only. Note: The nail spacing of 4" O.C. for web bracing to be the same for 16d commonlI n r and for 0.128"x3.0" pneumatic nails. `\ R Sincerely. = Na.22B39. STATE o- Walter P. e, Senior Chief .En rineer • •' ' G SSION A - . AS2 ALPINE ENGINEERED PRODUCTS INC. I 1950 Marley Drive Haines City, FL33844 ' (863)422-8685 • (8.00)755-6001"' ' Cracked Web Repair Detail R2 THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED WEBS. WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WITHDAMAGEDWEBSOF2X4SIZEAND #3 SO. PINE GRADE. IN ADDITION. A MAXIMUM OF 1 CRACK PER WEB AND 2 CRACKED WEBS.PER TRUSS AREALLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT DO NOT.COMPLY'WITH THIS DETAIL. B) = DAMAGED AREA. 0" MIN. to 12" MAX. LENGTH OF CRACK IN WEB. S) = (2) -2X4 SO. -PINE #3 SCABS. MINIMUM LENGTH OF SCAB MUST BE THE GREATER OF: 1. 6B" + LENGTH OF DAMAGED AREA (B)I MINIMUM OF 34" ON BOTH SIDES' OF. THE DAMAGED AREA or 2. 80% OF THE ORIGINAL WEB LENGTH ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE ROW OF 10d COMMON WIRE NAILS SPACED 4" O.C. STAGGERED. REFER TO NAIL SPACING DETAIL FOR ADDITIONAL NAIL SPACING INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND SPECIFICATIONS. R2 THE REPAIR SPECIFIED ON THIS DRAWING MAY BE APPLIED TO VERTICAL AND DIAGONAL WEBS. THE DETAIL DOES NOT SHOW A VERTICAL WEB ONLY TO KEEP THE DETAIL EASIER TO READ. 10d NAILS: DOUBLE -ROW. STAGGERED) BACK FACE iwvltx.m* (' '( 0 - FRONT FACE 2 . T AG T0 + 0 + O + 0 + 0 + 112' 00+ 0+ 0+ 0+ 0 4' O. C. NAIL SPACING DETAIL R2 Revised CLR 3/22200t JV . I 1.11- OIL-W VITL- I PLT. TYP.: ALPINE\WOODLOC ALPINE HS TRULOX DESIGN CRIT TPI Rev 17.2m NOT TO SCALE 0 0 C=I 17-1 o cI W)(IMPORTANT*epNE ENGINEERED Iw>mucra IIC. WARNINgRmsfs REGIIIFE °IT;" C/M TC LL — PSF. CRACKED WEB DETAI OAR 511ALL I107 BE PEEPONSIBLE FOR ANY III IwAx AID, ERECTION Im S P OEYIATIorI FROMTHISDESIGNSateTtESESPEC [FTCATIorIs. OR ANY BRACIID. SEE HIB-91 BY TPI. SEE iH15 oESIBH / TC DL PSF GATE 09/O2/94 O FAILURETOBIRI.O THE Touss IN CO —XX WITH OSTOB BY TPI. FOP AOOIIIONAL S ECILL PEAIUIEI.t BPACIIiG PS ,%SIFI"Y.•yy C ALPIIECONIECTORS •RE MADE OF BOGA GAIN. STEEL 14MIIIG ASIR BOrRE/IENTS. IdLESS Or ERWISE IIATICATEO, Top *' No. rF .* BC DL — PSF DRW HC25094073 A44G GRBEXCEPTASMOTEO. Apply COIdECTOM TO EACH FACE OF 0010 514LL BE LATERALLY BRACE"uMTTH pPOpER 1N r TDD{BC LL _-- PSF' FL'-ENG CL Tg69 ALD !!LESS OTNERMISE LOCATED OII 7MS [ESI61lpOSTTIOH LY RTTAp£DPLYIOI00 91EA1HIIA5, BO7TON CNOROO C01lEGTp75 PERIIAMIIGS130. 150 C 1SOA-F. DESIGN STAIDAPDS Mira PAW.DLY A7TAOEO RIGID CEI111r. — SEE 0. STATE OF o MFOW M/APPLICAUE PROVISIONS OF IDS C TPI. AN ENGIIEER'S ALPIIE TECIVICLL LMATE I1/1/911,FOR P:IOPER :ORIQP,G= TOT.LD. = PSF SEAL OH THTS ORAtlI16,APPLIES TO THE CIIO'CI®R GEPIC7E0 1¢P'c GINVIALLAPR.IGTID<C.FIfBI16H A COPY OF THIS O/QNAI. OUR. FACT . C3 Op . ill OILY,. AID SHALL NOT BE RELIED 1Q011 IN A r( OTHER ItAY. GESIS11 TO THE TRIES EREC77CII CGtf MACTOR. TWZ PLATE INSTITUTE NOS - 1991 NATIDHAL OEST611 sPECTFICA;a[M,I. CMISMr.Tlm1 - --- _- - SPACING 24. 0" rJY PAGE 50 SCAB OH DETAIL - JWC / TRUSSES BUILT PER THIS DETAIL DESIGNED TO BE -USED FOR THE FOLLOWING: LIP TO 140 MPH MAX WIND, 30.0 FT MEAN MGT. ASCE 7-98. EI1C. OR PART. EEIC BLDG. LOCATED ANYWHERE IN ROOF, CAT 11, EXP B OR C, HIND TCOL-5.0 PSF, WIND BCOL-5.0 PSF.' ATTACH ONE SCAB TO FACE OF TRUSS WITH 0.128'X3' GUN NAILS AT 2' O.C. STAGGERED THROUGHOUT TOP CHORD. SCAB TO HATCH THE SIZE AND MATCH OR EXCEED THE GRADE AS'SPECIFIED ON THE ALPINE DRAWING. NOTE: FOR 130 MPH DESIGNS, 200# ADDITIONAL UPLIFT CONNECTION REQUIRED TO 'UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. NOTE: FOR 140 MPH DESIGNS. 3001 ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECTFIED.ON ALPINE DRAWING. ALTERNATE LOADING: 55 PSF@1.33 OF; 50 PSF@1.25 OF; 37 PSF@1.25 OF THIS OWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. 2-0-0 OH MAX L I I I I 21- MINIMUM _ I PLT TYP. Wave TPI-95 Design Criteria: TPI(STD) YARNING— TRUSSES REQUIRE EITREHE CARE IR FABRICATION: HANDLING. SNIPPING, INSTALLING AND BRACING. REFER TO BIG-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATEINSTITUTE, $03 D'ONOFRIO no.. SUITE 200. NAOISON. NI 53119). FOR SAFETI PRACTICES PRIOR TO PERFORNIOG THESE. FUNCTIONS. UNLESS OTUERYISE INDICATED. TOP CHORD SHALL SAYE PROPERLY ATTACHEDSIRUCTURALPANELS, 00110H CHORD SNAIL HAVE A PROPERLY Al1ACHED RIGID CEILING. IMPORTANT" FURNISH A COPY Of THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE EYGINELREDPRODUCTS, INC. SMALL Oi BE RESPOYSIOLE TOR ANT 0EYIAT ICH FROM THIS DESIGN; ANY FAILURE 10 A L PINE BUILD THE TRUSSES 11 CONFDRXANCE PITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING ANDBRACINGOFTROSSES. THIS DESIGN CONfORHS WITH APPLICABLE PROVISIONS -Of IDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ANERICAN FOREST'AND PAPER ASSOCIATION) AND TPI. ALPINECONNECTORSAXEHADE01106AA". A611 60A0 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO' EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POS17109 CONNECTORS PER 1 , DRAWINGS 160 k-J. THE SEAL 02 THIS BRAYING INDICATES ACCEPTANCE Of PROFESSIONAL ENGIDEERIN6lpinenpneeir ioduCts, 1llC. 9196 SIBIIITY SOLELY fOQ TBE TRUSS LONPOYIHT 0ESIC0 SHOUN. THE SUITABILITY AND USE OF'THISflnin6iCifXHAh39U4qCOHPONENiF04ANYlATICULARRUILDIN6ISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PERFLCertificatCOTAuthOrizati009567ANSI1TPI1.1995 SECT101 2. OTY:1 TC LL 30.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD.++47.0 PSF DURJAC. 1-.33 SPACING 24.0" 00 REF R081--0 DATE 11/06/01 D R W HCUSROBI 01310276 HC-ENG /JWC SEQN - 24952 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. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW 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 1-2X8 2X8 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. BY TPI CTRU! SAFETY PRAC TOP CHORD 5 HAVE A PROI IMPORTANTENGINEERED ALPINE DESIGNI ANY HANDLING, St APPLICABLE7AKERICANFO ASTH A633 I ALPINE EN"EERED PRODUCTS, INC. TRUSS AND, UMVINGSPOMENGINEPANOBEACH. FLOWDA R lb ENGINEERING SUITABILITY TO PERFORMING THESE FUNCTOA ROPERLY ATTACHED STRUCTURAL ED RIGID CEILING. COPY OF THIS DESIGN TO THE VENT DESIGN SHOVN. JLARUILDIN BUILDINGIS THE 1, T- BRACING OR L- BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH , SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN.(I).SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH 20GA OF ER P No. IN pOx- STATE OF T- BRACE OR L- BRACE SCAB THIS DRAWING REPLACES DRAWING 679,640 TC LL PSF REF CLB SUBST. TC DL PSF DATE 06/25/99 BC DL PSF DRWG BRCLBSUB0699 BC IL PSF ENG MLH/KAR TOT. LD. PSF DUR. FAC. SPArINa v dat CONVENTIONAL FRAMED VALLEY DETAIL I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. _ THIS DETAIL IS VALID WHEN USED IN CONJUNCTION WITH ALPINE DESIGNED TRUSSES ONLY. 2X6 SP #2 RIDGE BOARD. 2X6 SP #2 RAFTER 2X4 SP #3 CRIPPLE NOTE: FOR CRIPPLES LESS THAN 75' IN LENGTH, NO BRACE REQUIRED. FOR CRIPPLES LESS THAN 96' BUT GREATER THAN 75• IN LENGTH, 2X4 'T' BRACE OR SCAB BRACE REQUIRED. SP #3, FULL LENGTH, FASTEN WITH I6D NAILS @ 4' OC. OR GUN NAILS @ 3' OC. MAXIMUM CRIPPLE LENGTH IS 96' MOTE: FOR A CONVENTIONAL FRAMED HIP VALLEY SYSTEM, REFER TO THE DETAIL ON THE LEFT SIDE OF THIS DRAWING, DETAIL FOR SPANS GREATER THAN 20'0' NOTE: EDGE DISTANCES, END DISTANCES AND SPACING FOR ALL NAIL CONNECTIONS MUST BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. ALL CONNECTIONS SPECIFIED HEREIN ACCOUNT FOR BOTH DOWNWARD (GRAVITY) AND UPLIFT (WIND) LOADS. (STRAPPING NOT REQUIRED) NOTE: USE 0.128'X3' GUN NAILS WHERE SPECIFIED. 4X2 BLOCK REQUIRED IF RIDGE BOARD CRIPPLE IS NOT SUPPORTED DIRECTLY BY A TRUSS BELOW. CONNECT TO DECKING WITH 8D OR GUN NAILS @ 2' OC. HORIZONTAL CUT MAY BE SQUARE CUT OR BEVEL CUT TO MATCH TOP CHORD PITCH BEARING TO BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH BY 2'0' OC. TRUSS AND DIAPHRAGM SYSTEM. CONNECT TO EACH SUPPORTING TRUSS TOP CHORD BELOW WITH 4-160 OR 5 GUN NAILS. CONNECT I RIDGE BOARD CRIPPLE TO RIDGE BOARD WITH 2-160 NAILS OR 3 GUN NAILS. 130 MPH WIND, 15.0 FT MEAN HGT, ASCE 7-98. ENC. BLDG. LOCATED ANYWHERE IN ROOF, CAT 11, EXP. B or C. WIND TCDL-5.0 PSF, WIND BCOL-5.0 PSF. CONNECT 2X6 RAFTER TO I I CONNECT EACH END OF TOP CHORD TO 2X6 RIDGE BOARD WITH 3-160 NAILS OR 4 GUN NAILS. RIDGE RAFTER WITH 4-16D TOE -NAILS. I CONNECT EACH END OF RIDGE RAFTER 5 TO 7 I TO VALLEY TRUSS/GIRDER TRUSS OR ROOF PLANE WITH 4-16D TO NAILS 1. I 3-160 NAILS 2X6 SP #2N, TYP OR 4 GUN NAILS (TYP) I 2X4 SP #3 RIDGE 3-16D NAILS I ** BOARD CRIPPLE@ 3'0" OC. MAX TYP) 15 TO 7 112 HEIGHT I OF VALLEY I A) A) 2X6 SP #2N, SCABBED L TRUSSES BELOW I * W-7.12(5.5-@45) @ 24' OC. I TOENAIL CONNECTION AT (A) 2-16D TOENAILS W-7'12(5.5-@45) I SPAN # OF NAILS 3-16D TOENAILS OR 3 GUN NAILS (TYP) UP TO 20' 7-16D COMMONOR4GUNNAILSIUPTO16' 5-16D COMMON OR 6 GUN NAILS MAX CRIPPLE (NO CRIPPLE REQUIRED FOR I UP TO 12' 4-16D COMMON OR 5 GUN NAILS SPACING SPANS LESS THAN 6'0-) I R1 6-0-0 DETAIL FOR SPANS UP TO 20'0" DETAIL FOR SPANS GREATER TITAN 20'0" MONO VALLEYS MAY BE BUILT USING THIS DESIGN) R1 PLT TYP. Wave TPI-95 Design Criteria: TPI STD R1 REV 5-29-2002 JWC OTY:l HI 1 ALPINE Alpine E11i11 eyed PEOdUCIS,IRC. BRAC HG. E. REFER TRUSSES TPI INSTALLING BRACING)ANDPUBLISHEDSHIPPING. NIBE901 RE EXTREME ( HANDLING INSTALLING FABRICATION. PLATE INSTITUTE, 5B3 O'ONOfRI OR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ST0.UCTU0.AL 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 FRON THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING• HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. TIIIS OES16M CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NAi1DNAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPiNEZ rrL CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD DALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POS1710H CONNECTORS PER DRAWINGS 160 A•Z. THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGII SHOWN. THE SUITABILITY AND USE OF TMIS jfR P, p7y>,p,'YIFfYYJJ N0. * d ( ri p'. STATE OF ' s :20RIOp:'O= 70NA TC LL 16.0 PSF T C D L 1 5.0 P S F BC DL 0.0 PSF BC LL 0.0 PSF TOT . LO . 31 .0 P S F REF R081--0 DATE 1 1 / 0 6 / 0 1 DRW HCUSROBI 01310037 HC ENG /JWC S E O N - 24891 D UR . F A C . 1 .25 SPACING 24. 0 yWAdBinsCity, FL COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. Jwj: SH0RIUG DETAIL RECOMMENDED SHORING -DETAIL 8 is 111 1 1 1 I SUBFL'OOR—UNDERLAYMENT 2) —2X6 HEADER POSTS @ 460" O.C. GTE: RE 11111ANALLETS OF 5000 ARE TOrrBE PLACED ONSTRUCTIONrFLOORTRUSSES. S ORING IS REQUIRED. tCONCEWRATED LOAD DUE TO UPPER FLOOR CONSTRUCTION MATERIAL. PROVIDE 2'0' CLEARANCE ON'ALL SIDES OF -A PALLET_ MAXIMUM WEIGHT PER PALLET IS 2000f. LOAD RUST BE SPREAD OVER AT LEAST 2-TRUSSES.' NOTE: SEE APPROPRIATE ALPINE DRAWING -FOR LUMBER. PLATES AND OTHER DATA -NOT SHOWN HERE. Briilding Material'f?Vts. NOTE: SHORING MATERIAL ANO LABORTOINSTALLANDTOREMOVETHIS 1R" gypsum bd. = 2.2 psf / I/2" layer MATERIAL IS TO 8E • SUPPLIEO 5/8".gypsum bd. -2.8 psf /5/8" layer By THE CONTRACTOR_ _ R1 8" cone. block = 60 psf / 8" layer masonry brick = 38 psf / 4" layer 2 — 0 — 0 4 0 0. - MINIMUM CLEAR SPAN x 2000# 4X4 OR (2)—2X4'X4'0" UNDER TRUSSES WHEN SHORING IS REQUIRED*. 0 0 0 0 0 0 O O O O _ • ALPIN Recommended Shouna.Detaff 0 q TRUSS oM0000 K1 AP REV. 712,7191 GALE n NONE REF DETAIL DATE 05/02/96 ORW HC12396074 Fr,-E G AP 0 r a ASCE 7-98 GABLE END DETAILS .140 MPH.EXP C. PART. ENC ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. 140 MPH WIND, 30.00 FT MEAN MGT. ASCE 7-98, PART. ENCLOSED BLDG, CAT II. EXP. C. STUD MUST BE PLATED TO CHORDS AND DIAGONAL REINFORCING MEMBER SPACING MAX.LENGTH — 2X4 SO. PINE 3 24"O.C. 2'- 1" — SEE APPROPRIATE ALPINE DRAWING FOR LUMBER,PLATES AND 2X4 90. PINE 3 16"O.C. 2'-10" o OTHER DATA NOT SHOWN HERE. 2X4 SO. PINE 3 16"O.C. 3'- 5" 0 2X6 SO. PINE 2 N 24"O.C. 5'- 0" — GABLE STUDS, ATTACH TO TOP CHORD AND BOTTOM CHORD WITH 2X6 SO. PINE 2 N 16"O.C. 6'- 2" 2X4 ALPINE PLATES. SEE CHART FOR SPACING OF GABLE 2X6 SO. PINE 2 N 12"O.C. 7'- 1" STUDS. (**). 2X8 SO. PINE 2 N 24"O.C. 7'- 6" 2X8 SO. PINE 2 N 16"O.C. 91- 1" - 2X8 SO. PINE 2 N 12"O.C. 10'- 4" — NOTE:TRUSS ERECTOR IS RESPONSIBLE FOR PERMANENT WEB BRACING. WHEN BRACING IS REQUIRED, FURNISH A COPY OF THIS DRAWING TO TRUSS ERECTOR. PLATE AS REQUIRED ON APPROPRIATE DRAWING. 2X4 SO. PINE #3 GABLE STUDS. ATTACH TO TOP CHORD, DIAGONAL WEBS, AND BOTTOM CHORD WITH W2X4 ALPINE PLATES. GABLES STUDS REQUIRED REINFORCING MEMBER. REINFORCING MEMBER MUST BE ATTACHED TO GABLE STUD WITH 0.131"X3" NAILS AT 4" OC. PLUS A CLUSTER OF 0.131"X3" NAILS AT THE TOP AND BOTTOM CHORD. SEE DETAIL FOR NAILING. SEE CHART FOR STUD BRACING AND SPACING OF VERTICALS. NOTE:GABLE HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD IN I TO THE FLOOR 8 ROOF SHEATHING DIAPHRAGMS. CONNECTIONS 6 DESIGN OF THESE PLYWOOD SHEATHING SYSTEMS ARE THE RESPONSIBILITY OF THE I ++ (4)-0.131"X3.0" TOENAILS. BUILDING DESIGNER. I+ R1: REVISED TO SHOW REINFORCING MEMBER. MNM 08-05-2003 REINFORCING JER BOTTOM REINFORCING MEMI VIEW TOP OR BOTTOM CHORD OF GABLE TRUSS. Note: All Plates Are W2X4 Except As Shown. 4X4= GABLE STUD SPACING. 24" O.0 MAX. SEE ABOVE SPAN REOUIRED OF GABLE O.H. SPECIAL GABLE END TRUSS CEILING 00 PLT TYP. Wave TPI-95 Design Criteria: TPI STD19.5a III - 1 Scale=.3125" Ft. MARNING`• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING• INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T CL L 30.0 P S F R E F R O 81 - 0 DATE 1 0 / 2 3 / 0 1 ALPINE INSTITUIE• 583 D'ONOFRIO OR., SUITE 200. MADISON. MI 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 ATIACMEO RIG10 CEILING. 1MPOR TAN7" 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, SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF HDS (NATIONAL DESIGN• ER P, R y1 "' TIFI%Y NO. * T CD L BC DL BC L L 15. 0 10. 0 0. 0 PSF PSF P S FDRW HCUSRO81 03217B52 H C - E N G MNM / W P F Alpine Engineered Products, Inc. Haines City, FL 33844 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE- CONNECTORS ARE MADE OF 20GA ASIM A653 GR40 GALV. STEEL• EXCEPT AS NOTED. APPLY CONNECTORS i0 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 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOUN. 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. Ci'•, STATE OF / CC',' O, S !:,met- - 0 SONA%- T 0 T . L D . 55.0 P S F S EON - 24104 D UR . F A C . 1.33 F ROM H CI k JOU: II / JL I J.7UH JAL.R LIC I A LL t 11C-nuc 00CDAC1C11 Cnnu rnAlauTFR Tr•lalfr 11_DAAS 6 [1110ISI0115) SUB1dI1TED BY TRUSS UFA TOP CHORD 2x4 OR 2X6 SP #2 N BOT CHORD 2x4 SP #2 N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PRDVIOE UPLIFT CONNECTIONS AT BEARINGS.AS INDICATED. UPLIFT, ILBI: 610 350 200 R1 BRG.LOC (FT): 0.00 7.00 7.00 TROSS DESIGNED FOR 110.00 MPH WIND, 20.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUTLOING (SBC). ALTERNATE LOADING: I TC LL 20.00 PSF x NOTE: MAINTAIN A PITCH DIFFERENCE OF 2 BETWEEN TOP TC-DL 20.00' PSF AND BOTTOM CHORD, i.e. 8/12 TOP CHORD, 6/12 BC DL 10.00 PSF BOTTOM CHORD. TOT. LO. 50.00 PSF OUR. FAC. 1.25 SPACING 24.0` R3 NOTE: SNALLER SPANS MAY BE USED WITH THIS DESIGN. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. ASCE 7-93 . UPLIFT (LB) : 610 350 200 R'iBRG.LOC (FTI: 0.00 7.00 7.00 TRUSS DESIGNED FOR 110 MPH WIND, 30.00 FT MEAN HEIGHT, RESIDENTIAL BUILDING TYPE, 1 MILES FROM OCEAN LINE, CLOSED BUILDING. EXPOSURE C. WITH DEAD LOAD OF 5.0 PSF. (TOP) AND 5.0 PSF 1BOT12M) ./ T 4'3 A- 3X4 (Al) 2-0-0 014.0 TIIRU 8.0 J " 2.0 TWRU 12 16.0 44 R=257# W=1.5" PROVIDE (31 -160 TOENAILS OR 13) -16D (0. 12B'X3.0') GUNI NAILS AT TOP•CHORO, WITHOUT SPLITTING LUMBER. FIG++ PROVIDE (2) -16D TOENAILS OR (21 -160 (0. 12B'X3.0') GUN NAILS AT BOTTOM CHORD. WITHOUT SPLITTING LUMBER. R6 R=75# W=1.5" B AL -CIE 0PLIF-i coNl lYl[n1 M) PROVIDE UPLIF71'CONNECTIONSA'1'UEARINGSAS INDICA'1.131). uPLu.r : 41D* 2004'4- 20vu BRIG, LOC: 0.0 7.0 -7, 0 UI'1..IITIIASEl)ONIOI'SF'I'(71'AI.DIi'.ADLOAD. \VINI)SI'I?FiI)= 1 100 MI'I 1. K4MN 111110 FI'=15 I. I'. IsNCI.OSI?U. (SI1C) LIP T'O 7 1 - (Ra1 REV. 3W 1013194 OVER 3 SUPPORTS Q(p A.PgE. R= 183iF W=3'8 93 PROVIDE UPLIF-rCONNECTIONS ATB ARINGSAS INDICATED R5 AP 0V Il l-y UPLIFT : 28o• 2oou Zao d RR AP R> . 7%/y BRGLOC: O• o., 7" .71o" UPLIFT BASED ON 4 PSFTOTAL DEAD LOAD. WIND SPEED= R3 Rev. CLR 1t/zl 9J 100 MPI4. MEAN HEIGI-rr=15.0 Fr. ITICLOSED. (SBC) R1 REV TcE '01//11 Sm 14174 PLT. TYP.- ALPINE TPI-95 0 0 - - Rev 17.2• SCALE - 0.5000 iEXIMPORTANT*)JILPIIE EHIGHEERED PROp1CTS. IIIC WARNINGIRUSSES ICOUIRE EXTREME CARE TC LL R3 30 .0, PSF REF O •O O O O [ SHALL 1101 BE RESPOHSIBLE FOR Allf I11 MLIOLIIQ EREC11011 AND OAUS MYIATTOH FROM THIS OESIGII OR THESE SPECTFICATIOIK. OR A11Y BACING. SEE H18• 31 Bf FP1 SEE THIS DESIGN _`/ TC DL 7aR I5 PSF DATE 06/16/94 O FAILURE TO 811110 T1E IR1H55 III Cd1FammIC: W1111 US1UB B'i IPI. FOR AI;IIITIOIAL SPECIAL PERMUE11T BRACHG RE Z,,1,a L= ALPHE CL ECIuRS ARC HHAUE OF [OGA GALY STEEL HVE111- -SIN uu1MEMLHII! u ESS RTIERIISE 11111CA1LO. 11R' fb:* BC OL 10.0 PSF DRW lIC16894011 p A446 GR B EXCEPT AS 1LIEO. AF4ky CGH ECIFAS ID EACH FACE OF CIORO SH TALL BE I.AICTUAIf BRACED WITH PROPER f' 'Oo IRAS uOL10ESSOTHERHISELOCATEDOIITHISDESIGN. POS111011 Lf ATILITED A f1I'M SHEA1H111:. 001TOM CIWWD Z(I W BC LL O.O PSI= hiC-ENG C•I,. 8 COIWELTOHTs PER DRAWRIGS 13G. 150 C 16GA-F. DE51611 STUDAADS WITH PROPEPLf ATTA:IED RIGID CEILHIG -- SEETOT.LD. `Il4AC 55 PSFCOIIFOPI W/APPLICABLEPRUYISIOIHSOFIOSCIN. All EHOIIEERSALPUE TEG911CA1 IFIiAIE O/1/9I{- FOA Tfdp1ER ('•CLZtOP'p SEAL GI THIS ORAWIIIG APPLIES TO THE COW01HI DEPICTED HERE DPftlAll APPLICAllOrl f14OIISH A LOPE OF THIS sjOUR.FAC . 1.33111 O1LY, uOSHALLHalBERELIEDUPONIIIAIROTHERMAY. DESIGu TO TIE TRUSS EHELIfOH COIITRACIOR. C=11 CZ1 A --IN • TPIISS PLATE IIISTITUTE. IUS • 1991 114110114 DESIGN SPECIFTUT1611 FM BJ1D CNISTRIC11011 ISPACING 24 • 0" u I,J 010 JACK ) THIS DWG PREPARED FROM COMPUTER IIIPIIT.(LOADS A DIMENSIONS) SUBMITTED BY TRUSS FIFR. STOP CHORD 2x4 SP #2 N DOT CHORD 2x4 SP p2 N IIOTE : LUMBER TO BE SP #3 FOR 1 ' 0' THROUGH 3' 0' • JACKS. 3)16D COMMON OR (3)0.126'x3' GUN NAILS,TOENAILED: 2)160 COMMON OR (2)0.128'x3' GUN NAILS.TOENAILED. I*k.BOTTOM CHORD MAY HAVE PITCH AS SHOWN. MAINTAIN A PITCH. DIFFERENCE OF 2 BETWEEN TOP AND BOTTOM CHORD. I.E. 8/12 TOP CHORD, 6/12 BOTTOM CHORD. R2 L-2-0-0 TRUSS SPAN SEE TABLE) R—RI U—U1 W-3.5' SEE TABLE) ASCE 7-98, 30.00 FT MEAN HGT. LOCATED ANYWHERE IN ROOF. CAT 11. WIND'TCDI--S.O PSF. 14IND BCDL-5.0 PSF.(SEE TABLE) JACKS UP TO' AND 19CLUDIIIG 4'0' HAY BE CANTILVERED 8'. MAX MAX BLDG LOADING REACTIONS SPAN - MPH EXP R1/U1 8'0' 120 2 a,b 594/280 B.O. 115 3 a,b 594/330 rev. 7'6' 130 1.3 b,c 632/550 1'0' 140 1,3 b,c 607/640 1—CLOSED BUILDING, EXP C 2—CLOSED BUILDING. EXP B 3-PARTIALLY ENCLOSED BUILDING, EXP B 1 6/12 R2 TCLL/TCOL/BCDL/TOT/DF . a-20/15/10/45/1.25 b-20/20/10/50/1.25 c-30/15/10/55/1.33 IT TYP_ Wave TPI-95 ' Design.Criteria: TPI(STD WARUIIIG" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND B0.AC THU. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY FPI (TRUSS PLATE INSTITUTE. SB3 O'ONOFRIO OR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR ID PERFORHIN6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTUAAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLT ATTACHED 21610 CEILING. ' IMPORTANT'- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIDE ENGINEERED PRODUCTS. INC. SHALL HOF BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TC BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TROSSE 5, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO$ (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONHECTORS ARE MADE OF 206A ASIR AM GRAD GALV- STEEL, EXCEPT AS W010. APPLY CONNECTORS i0 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECIORS PER URAIIINGS 160 A'1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS tOHPONENT 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. 19.52a OTY:1 HI 1 TC LL PSF ZERPRPyTIFT tiFti '* 1N ZOD4 TC DL SEE ABOVE BC DL TABLE BC LL PSF PSF PSF 0`. STATEOF. s oNA'G2 TOT.LD. PSF DUR.FAC. SPACING 24" O.C. rev. 3-21-2002 JW R2 REV 4-2-02 JW 9 Scale=.375"/Ft. REF R081--0 DATE 12/03/01 DR W HCUSROBI 01339110 HC-ENG /JWC SEON - 10579 FROM MOC WA24 it 11 JM 1111'dALK) TDP CHORD 2x4 SP W2 H DOT CHORD 2x4 SP 02.11 WEDS 2x4 SP #3 DEFLECTION MEETS L1240 LIVE AND LI M TOTAL LOAD. PROVIDE ( 3.1 16d CO64011 NAILS. TOENAILED. HIPJACK SUPPORTS 7-0.0 SETBACK JACKS WITH NO WEBS. L=-2-9-15—r-1=--9-10-1 Over 3 Supports — R-746 U-U1 W-4.94' SEE TABLE ABOVE) I111] I114: ASCE 7-98. 30.00 FT 14EAII IIGT, LOCATED ANYWIIERE III ROOF. CAT 11. WIND-I'Cl)I.-S..0 PSF. 4111111 BCOL=5.0 PSF-.(SEE TABLE) MAX SLOG IIPLIFT 19PII EXP III 130 457 130 2 493 140 1 555 140 2 692 CLOSED BUILDING, EXP C 2-PARTIALLY ENCLOSED BUILDING,•EXP 8 Rmax-39301.33. 369#@1.25 Umaxa472# Rmaxa393#@1.33. 369#@1.25 llmax-472# PLT TYP_ Wave TPI-95 Design Criteria:•TP1(STD)_ WARBI11S + TRUSSES REQUIRE EITRENE CARE 11 FABRICATION. HANDLING, SHIPPING, INSTALLING AM aRACIN6. RIM TO UIB•91 (HARULIMS IUSTALL)Y6 AUD BRACING). PbU11SHED by TPI (TRUSS MATE iNSTITtltf. 5B3 O'UNOFRIO DI.. SUITE F00, MADISON. NI 59719), FOR SAFETY PN ACTICfS PRIOR 10 PERFORMING ItlESE fUNCTIOIS. UNLESS OTHERWISE INDICATED. TOP CHARD SHALL HAVE PROMI-1 ATIACUIO STNDCTURAL PANF15, BOUGH C11010 SNAIL HAVE A PROPERLY A" ACHED RIGID CEILING. IHPURTj Hr_ FURNISH A COPY Of THIS DESIGN TD THE INSIALLAl10N COWTRACIGR, ALPINE ENGINEERED PRODUCTS. INC. SHALL ROT BE RESPONSIBLE FOR ANY DEVIATION FRON THIS DESIGA; ANV FAILURE TO ALPINE BUILD TDE TRUSSES to CONFORMANCE YIIB TPI; OR IA8aICATING, HANDLING. SHIPPING, INSIALLING AVQ, HR AL IN6 Of TRUSSES. 1.15 RESIGN 10/101N5 WITH APPLICABLE PIOII}IGNS Of NOS (NATIORAL DESIGN SP[gfTCATIDB PHBIIStlEO BY THE AREaICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNEE102S ARE NAOE Of TOGA ASIR AM 6940 GALI. STEEL. EICEPT AS NOTED. APPLY CONNECIORS TO EACU FACE Of TRUSS. AID UNLESS OTUEIYISE LOCATED 01 THIS DESIGN. POSITION CONNECIMS PER DMINGS 160 A-1. 111E SEAL ON THIS DRAWING JNDTCAIES ACCEPTANCE Of PROFESSIORAL FN61REF01N6A10inel!n8ideued Pmdllcts, Inc RESPONSIBILIlY SOLELY FOR THE TRUSS COMPOREIT DESIGN SHORN. THE SUITABILITY AND USE Of THIS RdUGS cityfl. 33944 C011PONENT f0 ANT PLIIICULAN BUILDING IS TUE RESPONSIBILITY Of THE BUILDING OESI60E0. PEP. FLCa6fic* ofAuthoTccepoo G S67 111S11i 1 1 1995 SECT1 1 2. 19. 5c ALTERNATE LOADING: TCLL 20.0 PSF TCOL 20.0 PSF BCDL 10.0 PSF BCLL 0.0 PSF TOTAL 50.0 PSF DUR. FAC. 1.25 TY: 0 111 1 - R TC LL 30.0 PSF TC OL 5.0 PSF DC OL 10.0 PSF BC LL 0.0 PSF I TOT.LD. 55.0 PSF DUR. FAC. 1.33 1 Scale-. 3125°/Ft. REF 11081--0- DATE 12/12/01 DRW IICUSR081 01346151 HC- ENG /JWC SEQN - 26402 Jon: Hm1,n a FiI.Ll:fl nrPA111 TRUSS LQAIIING 4t-* 30 PSF LIVE LOAD i'OP CIIORD 15 PSF OE40 LOAD TOP CHORD 10 PSF DEAD LOAD BOTTOM CHORD 55 PSF TO11,AI. LOAN e 1.33 DURATION Olt- 30 PSF LI\ 7 PS F DE/ 10 PSF DE/ 47 PSF TDB ALTERNAT TC LL TC DL BC DL TOT.LD LOAD TOP CHORD LOAD TOP CHORD LOAD BOTTOM CHORD LOAD 0 1.33 DURATION LOADING: fC 20 .0 'PSF 20.0 PSF REC011ME1DED REPAIR PROCEDURE I. MrASURE DISTANCE FOR NEW LENGTH OF FILLER. R2 2. APPLY NEW 2X4 SPF STUD GRADE OR BETTER VERTICAL SCAB TO BOTTOM CHORD AND FILLER WITH(3)-16d NAILS EACHEND OF VERTICAL. 3. PEAL BACK THE PLATE OFF TIIE TOP OF EACII VERTICAL IN TIIE UN11EEDED LENGTH OF FILLER. 4. CAREFULLY BEND BACK TIIE PLATE OVER TIIE WIDE FACE OF TIIE BOTTOM CHORD FOR CLEARANCE OF NEW CEILING. 5. CUT UNNEEDED LENGTH OF FILLER OFF AT EDGE OF VERTICAL SCAB. R1 NOTE: BOTTOM CHORD FILLER MAY BE COMPLETELY REMOVED BEING CAREFUL TO FOLLOW PROCEDURE 93 ABOVE. R2 NOTE: GUN NAILS MUST BE 0.131" IN DIAMETER AND 3" IN LENGTH. FIELD APPLIED FILLER. REFER TO DRAWING A115/R FOR ADDITIONAL FILLER DETAILS. R4 R2 2X4 SPF-STUD GRADE OR BETTER VERTI.CAL SCAB. ATTACH ITO N EACH. ( rCHORD AND FILLER WITH(3)-1GD GUN NAILSI 0, 0 IFILLER 1 " 0 OM CHORD 0 0-- 0 LENGTII 70 CUT OFF FILLER. / 4'-0" O.C. TYPv f:XISTING FI.I. I.CR r i24 V6 Re• R3 AP 0-E 2-114Ig4- R2 REV. WLB 3/ 25/93 TRUSS SPAN . OVER 2 SUPPORTS PLT • TYP.;AL(?1NC TPI 95 (Rw) FURN7514 A COPY OF THIS 0ESIGN TO ERECTION CONTRACTOR I L•IIv 1, a III[UVO PIALIXXl IIC. IMISSIt .,fa1ll Pt C.I1VPt C."t O cm is O CI H H I14P0A TANTH H S,IILL Ia1 0[ PISPIUMOLtr0a uv WARNING III u4aL I O0. 1PIC11011 un O/7A m I O otv lLllal r1nII tills Ul Slid W. La SE LP(CItlCaliaf.On auI Illlu.E 10 UUIIO IIt Irws Ill COId aPav[( 11,1oS1t0 tr IPI Oa.LU6, SfE tilt• tl Ur 11•1. SE[ u.17 OEt1U1[= ton /OoI110,1t1 tP( CILL P(I.U,EI,1 lv.aC114 1,t nPufCa/,fCIUPS10( Illot ov I0U'a CILV. Sltft. 149111IGASIII OUIP[.tvas. LA.Css OOdPvlsf 1141c"Ea. I.I• 1.QITICA O Ip L L ttC,P aS IOILO. LI•„L/ (01<CIWS 10 tlC+l rlCt Or 11.15 tin q0 ( SS Ol,a lb l5( 1OC11fU all wills Uf SICII POSIIIOII 6,OP0 luaLL tL L.IIn1Ll'/ On/Ct0 Mllu I+WPCO Lr AlligiO OLrvU00 S,[. ial, L00110[ CIO k Ilffll Caanuns PIn au u. a M. uo C 1601-r. nttlol sl.muos IIII PIW,L,ar al Ut/Eo ulclo cutuu - srr' ir o v*'N o U. O, 1YNI. II IC. O.( I+WYIL10„1 Uf 1of C ill. .n r,ill[rnY 11 PII,f ILCILIIC.a pYl.1L Il/1/nq rwl I+IOPIn IV.,IaI A Ca, IW: u,IS STATEOF jCj L u. 1 I IUU IMIIy U4 Iw•I Its IU dd C.h'W1111 oCI•IC110 IEn( ollaltL II+j.ICAIIOII. CI (.1 IIa.CILI• s•: 20FiIo?%•p 2 j r 111 Itll,f, 4 :•a I. IAtI Iv •va Ill. V,P1 III .ill a14'. war. IIt%IUI'la U( PYIS7 IIJ U 1 sip NAl I=J tZI J.-1 IIII 1140. Nell 116illulf. l(rl • 1a'11 ULnnn.r IIfsIUl 9`11 .11 l(.IIIOII IIYI vuly CIiY.PtE:IpU1. R1 REV. WLB 3/I1/ 93 . R4- Rrd 1- p _ 4 DESIGN CRIT:TPI REF BC . FILER . R TC LL "M PSF DATE 04/ 17/90 TC OL NN PSF DRWG 804,132_ DC DL MM PSF I• IC-ENG DAL TOT.I.D, ow PSF ' nun.F-nC. SPACING 24 , 0 PTYIN: 461tib -- 7U5 / JJJt1U ( ) - - - AD THIS OWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :142, W4 2x4 SP #2 N: A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X6(R) III 100 MPH WIND, 22.88 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. A), OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.1280 " GUN NAILS @ 6' OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4 (A2) = 2 X 4 III 5Xtl 2X4 III 4X4 (AL) 18-9-14 1-0.0 15-10-0 I 15-10-0 ,I 31-8-0 Over 2 Supports _I R=1229 U=608 W=4" R=1169 U=544 PLT TYP. Wave TPI-95 Design Crit: TPI-1995 Veer: 5.05 OTY:7 HI 1 E Scale=.1875" WGANDARNINGHGNG •REFERTRUSSES HIS-911RE EXTREME CARE IN (HANDLING INSTALLING BAND ATION. HANDLING. BRACING). PUBLISHED SHIPPING. BY TPI IB(TRUSST/PLATE TC LL 20.0 PSF REF R081-- 24733 INSTITUTE, SB3 D'ONOFRIO OR., SUITE 200. HANSON, Ill 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7 .0 P S F DATE 1 0 / 0 2 / 0 3 S TRU[TUR AL PANELS, BOTTOM CN00.0 SHALL NAVE A DROPE0.LY ATTACHED RIGID CEILING. cpIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ERP BC DL 10.0 PSF DRW HCUSR081 03275636PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Y"• / BUILD THE TRUSSES IN CONFORNANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO •(T(FI 9r BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN CJ F BC L L 0.0 P S F H C- E N G C H 3 MMAALPINE *.' jq7 * SPECIFICATION PUBLISHED BY THE AMER FOREST AND DADE0. ASSOCIATION) AND TDI. ALPINE N ]//Mt11i¢ TOT.LD. 37.0 PSF SEQN- 14532CONNECTORSAREMADEOF20GAASTA653GA40DALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 17 7/,/lo(I (,UY9EACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCAT EO ON THIS DESIGN, POSITION CONNECTORS PER 'pF ORAWINDS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL a INEERING O•, STATE OF DUR.FAC. 1.25 FROM SCHAlpineEngineeredProducts, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU17ABILITY AND USE OF THIS s :20R1o? .o\ Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SFONA: SPACING 24.0° JREF 1S60081_Z07lhfiFLCe= ofAWlnli=n B%7 ANSI/TPI 1-1995 SECTION 2. 4bl]b -- Du0 / sasun ( ) . . - AbA) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W2, W4 2x4 SP #2 N: A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4X6(R) III 100 mph wind, 22.88 ft mean hgt, SBC, ENCLOSED bldg, not located within 8.50 ft from roof edge. wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. Al or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (I) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. Deflection meets L/360 live and L/240 total load. 4X4 (A2) = 2X4 III 2X4 III 4 X 4 (A2) 0.0 R=1226 U=607 W=4" 1-o-0 15-10-0 _1_ 15-10-0 31-8-0 Over 2 Supports R=1226 U=607 W=3.5" 6tv AlpineFngilWxredProducts,lnc.— RESPONSIBILITY -SOLELY FORTHE TRU55 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OY THIS PLT TYP. Wave TPI 95 Design Crit: TPI-1995 6.13 QTY:1 HI 1 E - Scale 1875" Ft. WARBRACINGNG•REFERUTOEHIBE9IIR(HANDLINGINSTALLING BANDAB0.ACING)ANOVUBLISHEDIBYITDIIH(TgU551'PLATE TC LL 20.0 PSF REF R081 24734 1 NSTItUTE. $ B7 O'ONOF0.I0 OR_ , SUITE 200. IuOi SON.VI 57719), FOR SAFETY PRACTICES P0.100. TO DATE 1 0 / 0 2 / 0 3 DE0.FORMINGTHESE (UNCTIONS. UNLESS OTHERNISE INDICATED, i0D CHORDSHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F TR UCT URAL PANELSBOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW HcusROE(I 03275663 IMDORTANT" FU.RNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL N07 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO jEiP FI'Wj BC DL 10. 0 PSF ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORM$ VITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIiICATION PUBI ISHE O BY THEANERI[AN FOREST AND RAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NAOE OF 20GA ASTM A65] GRAD GALY. STEEL. EYCEPT AS NOTED. APPLY CONNECTORS TO L G(Jp, J IN ¢ BC LL TOT.LD. 0.0 37.0 PSF PSF HC-ENG JWC/ WPF SEQN- 2537 EACH FACE OF Tq USS, AND UNLESS OTHER VI SE LOCATED ON IN' $ DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING STD 'Ja! 0 STATE OF THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. . 40l:Ib-:IUD / JJJuu ( ) - - Ron Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. 4 X 6 (R) III 100 mph wind, 22.88 ft mean hgt, SBC, ENCLOSED bldg, not located within 8.50 ft from roof edge. wind TIC OIL = 5.0 psf, wind BC DL = 5.0 psf. Calculated horizontal deflection is 0.17" due to live load and 0.14' due to dead load. Deflection meets L/360 live and L/240 total load. 18-9-14 3X4(A1) = 3X6= 3X6= 3X4(A1) 1-0-0 1-0.0 15-10-0 I 15-10-0LEI 31-8-0 Over 2 Supports I R=1226 U=605 W=4" R=1226 U=605 W=4" Note: All Plates Are W1.5X4 Except As Shown. I' PLT TYP. Wave TPI Design Crit: TPI-1995 STD 19.633- OTY:1 HI 1 E Scale 1875" Ft. WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R081 24735 I MST II UTE. 503 0.ONOFRIO OR.. SUITE 200. MAD SON, WI 53719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED- TOP CHORD SMALL NAVE PROPERLY ATTACHED TC DL 7.0 PSF DATE 1 0 / 0 2 / 0 3 SIR UCTUR AL PANELS. BOTTOM CM00.0 SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE IN57ALLATION CONTRACTOR. ALPINE ENGINL•F.REO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO IERPA. BC DL 10.0 PSF DRW HCUSR081 03275679 HC ENG JWC/WPFALPINE BUILD THE TRUSSES IN CONFORMANCE WI IN TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN pT1F1GY(! j•':y J, Wp, '* BC LL 0.0 PSF SPECIFICATION PUBLISNED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI- ALPINE CONNECi00.S ARE MADE OF 20GA ASTM A657 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECT OR 5. t0, t IN Wnr TOT.LD. 37.0 PSF SEON- 21099 Alpine Ftl$Ineaed Products, Inc. HalnesCity, FL 33il44 FLCavFiW. OfAW--bw1567 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON TH 15 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON IHIS.RAWING INDICATES ACCEPTANCE Oi PROFESSI4MAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SIGN SHOWN. THE SUITABILITY AxD USE OF THIS COMPONENT FOR ANY PARIICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIGUER, FER ANSI/ TPI 1-1995 SECTION 2. Oi SJrA OF 2op( pP.O s ONAL DUR. FAC. 1.25 FROM JRH SPACING 24.0' JREF 1560081_Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 461t)b '3U'j / as.565 ( 1 - - A/) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W8, W10 2x4 SP #2 N: A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W6X6= W3X8(A 1-0-0 W2X4 III 100 MPH WIND, 22.17 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RIGIHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EOUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X4= W4X4= W4X4= W8X8= W4X8= W2X4 01 W4X6 (R) Ill 13-0-0 18-8-0 3-4-0 14-10-0 13-6-0 LE 31-8-0 Over 2 Supports R=1238 U=599 W=4" R=1159 U=625 6-10-3 18-9-14 6)i PLT TYP. Wave TPI-95 Design Crit: TPI-1995 19.5d OTY:1 HI 1 E Scale=.1875" Ft. BWARNINGRACING- •REFER UT0EIB H- IIR(HANDLING INSTALLINGE EXTREMECAREINBANDABRACING). PUBLISME0SHIPPING. 1IN BY11RUSSNCAND PLATETC L L 20.0 P S F R E F R 0 8 1-- 24736INSTITUTE. 5B3 G' ONOFR10 OR., SUITE 200, MAD:SON, WI 53719). FOR SAFETY PRAE7IeES PRIOR 70 PERFORMING TMESE FUNCTIONS. UNLESS OTNERNISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED TC DL 7 .0 PSF DATE 10/02/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW HCUSR081 03275647 ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLETANT'- FURNISH A COPYOFTHISEFORNANYTO7DEVIATIONFROMTHISHEINSTALLATION BDESIGN:ALANYEFAILIURERTO BUILDTHEiRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRASPECING OF T0.USSES. TH15 DESIGN CONFORMSWITH APPLICAOLE PROVISIONS OF NOS (NATIONAL DESIGN pJtERPR CJ IF(YT JIGNo. :* BC BCDLLL 10. 0 0. 0 PSF PSF HC ENG UB/ MMA CON NECTORSAT ( AREPMAOESOF0BY 20GA7 ASTMMA653AGROOREST AND GALV. STEELEBEXCEPT( ASI NOTED. T APPLYALPINE CO,. EC TORS.TDJN ¢ TOT.LD. 37.0 PSF SEON- 1283 Alpine FJIgincc Cd PIndUDLS, Inc. Huin*s fAus FL 33844 FL GAu!- cue oiAWhaimts"u0 $ 67 EACH FACEOF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONHELTORS PER DRAWINGS 110 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN9 USE OF TH.5 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER; PER ANSI/TPI 1-1995 SECTION 2. A( STATE OF P 'cZ P.' 2 S GRr d JONA DUR.FAC. 1.25FROM KGS SPACING 24.0" JREF 1S60081_ Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 4CIZ)D -- au-J / .7.ssnn ( ) - AO) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W10 2x4 SP #2 N: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W3X8(A1 W4X6 (R) % W4X4= 2 PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL POSITIONING REQUIRED. 100 MPH WIND, 21.67 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W5X5= W4X4= W4X4= W4X4 6 W2X I= 5-10-3 0-9.0 W10 W3X8 = 18-9.14 J 3 W4X4% 3 W3X6= W4X4= W5X8= W4X8= W2X4III W4X6 (R) III 0-0 L 11-0-0 _I_ 20-8-0 _I E3 4 0 T 14-10-0 T 13-6-0 31-8-0 Over 2 Supports _I R=1238 U=600 W=4" R=1159 U=606 i9 P T T P T ScaleLYWavePI-95 DesignPLTTYP. Wave rt c: TP1 1995TPI-95 Desi n Crit: TPI-1995 19.50 OTY:] 19.5d QTY:1 HIHI 1i E - E - ca eScale 1875' Ft. 1875" Ft. YALPINE ALPINE v ap;,, ,,,,m R„,izAlpineEngineeredProducts, Hai eiry` neat/ HaznCSCIty,FL 33844 FlCelofineOTARdnTiariool567 V Inc. I.- ....S R.oU„E ....E CARE I. ....IC.TIo.. ...o.I.o. ...o. .:a:'.:: BRACING. G REFER TRUSSESEMIBE911R(HANDLING INSTALLING BAND AB0.ACING)ANOPLUBL ISNEO IBY ]TPI IN(T0.U55'Y7L TE INSTITUTE. SB3 O'ONOFR IO D0.., SUITE 100, MADISON, WI57)19), FOR SAFETY PRACTICES PRIOR TO DERF00.NING THESE FUNCTfONi. UNLESS OTNERYISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BO TTON CN00.0 SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'• FURNISH A COPY Of TNI$ DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE, TO OUILO THE TRUSSES IN CONFORMANCE PITH TPI: OR fAB0.ICATiNG. NANDLCLING. SHIPPING. INSTALLING AND BRACING Oi TRUSSES. THIS DESIGN CONFORM$ YITN APPLICABLE P0.0YISIONS Oi NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED Br THE ANERICAN f00.E57 AND PAPER A550CIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTN A657 GR 40 GALY. STEEL. EACE PT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERYISE LOCATED ON THIS DESIGN, POSITION CONNEC700.5 PER DRAWINGS 160 A•Z. iNE SEAL ON TNI$ DRAPING INDICATES ACCE PTAMCE OF PR OFESSIOU AL ENGINE E0.I NG RESPONSIBILITY SOLELY FOR THE TRU55 COMPONENT DESIGN SHOWN. THE SUITAB II.I TY AYD USE OF THIS COMPONENT F00. ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER; PEReuuoi.o is ne nes.a.si.ni. o .x .unoi.c o u xc ANSI/TPI 1-1995 SECTION 2. p, gtiyw•:% a-• Jq1,`- N 1i1N '111n:¢ a• 9 •; y/ 0. STATEYV•(A S,(TATE OF 2• s•;`RTOP:•Q\ 2 NA` roNAI TCTC T CTC BCBC BCBC TOT LLLL OlDL DLDL LlLL LD. LD. 20.020.0 7.07.0 10.010.0 0.00.0 J7.037.0 PSFPSF PSFPSF PSFPSF PSFPSF FPSFPS REF R081 24737REFR081-- 24737 DATE 10/02/03DATE1D / D 2 / D 3 ORN nsszsDRWIIE.USR08T 03275629SYB/'MMAHC-EN6HC-ENG UB/MMA SEON- 127JSEON- 1273 DUR.FAC. 1.25DUR.FAC. 1 25 FROMFROM KGSKGS SPACING 24.0° SPACING 24.0' JREF 1560081_207JREF- 1S60081_Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 4tll no - - U-j / .33315b ( ) - - A9 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W6X6= W2X4III W5X5= W4X41r-- W2X4= 6 r W3X6( A1) W4X 3 W4X41 W3X6= 100 MPH WIND, 21.17 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8. 50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W4X4= W3X6= W4X6 ( R) III W4X8= W2X4 III W4X4= W5X8= 1- 0-0 9- 0-0 _I, 22-8-0 3- 4-0-1 14-10-0 T 13-6-0 ICE 31-8-0 Over 2 Supports R= 1238 U=604 W=4" R=1159 U=590 t . 4- 10-3 18 9 14 a PLT TYP. Wave TPI-95 Design Crit: TPI-1995 1 24738 INSTITUTE, 583 D'ONOFRIO OR., SUITE 200. MAGI SON, Ni 5J719), FOR SAFETY PRACTICES 9. 5d OTY:1 HI 1 E - Scale 1875" Ft. G • DEFER TRUSSES BRACING - WARNING' NIB REOUIRE EXTREME CARE IN INSTALLING FABRICATION. BR ACING),7HANDLING. PUBLI SHED SHIPPING. TPI INSTALLING PLATE T C LL 20.0 P S F R E F R 0 8 1 4017b 7Utl / JJJCIS ( ) AIUb THIS ONG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP y2 N :T1 2x4 SP #1 Dense: Bot chord 2x4 SP 2400f-2.OE :B3, B4 2x4 SP #2 N: Webs 2x4 SP #3 :W15 2x4 SP #2 N: Calculated horizontal deflection is 0.17" due to live load and 0.14" due to dead load. A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 1 hip supports 7.0-0 jacks with no webs. Deflection meets L/360 live and L/240 total load. LI 3X6: 3 4 X 4 0 4X12(F1) 4 X 8 = 1OX10(R) % 4X4= 4X4= 100 mph wind, 20.67 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC OL = 5.0 psf. A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scat for (P) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 6X6= 3X8= 3X8= 4X8= i 4X4= 5X5= b4 4X4= 5X8= 4X8= 4X4111 4X4= HS412 1-0-0 IE 7-0-0 31E 24-8-0 ,1 7-0-0 T 11-2-0 1 13-6-0 31-8-0 Over 2 Supports _1 I R=2418 U=1355 W=4" R=2530 U=1384 Note: All Plates Are W4X4 Except As Shown. cl;7 PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI-1995 5.03 OTY:1 HI 1 E Scale 1875" 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 TC LL 20.0 PSF REF R081- 24739 PERFORMING TMESEDFUNCTIONSORUNLESSTOTHERWISEOINDICATED. TOP ICHORDFSNALLFHAVEPPROPERLY ATTACHED TC DL 7.0 P S F DATE 1 0/ 0 2/ 0 3 STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIG10 CEILING. DRW HCUSR081 03275638IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREC PRODUCTS. INC. SMALL NOT BE RESPONSIBLE i0R ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO SSRP-FSpY BC DL 10.0 PSF HC-ENG JEC/WPFALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, NANDL ING- SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITM APPLICABLE PROVISIONS OF NOS (NATIONAL OESIG14 SPECIFICATION PUBLISHED BY THE AMERtCAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Oi 20GA ASTM A657 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO v.'jIF/Wj LfGVNo- ,* 4IN Ur BC LL TOT.LD. 0.0 37.0 PSF PSF SEON- 1249 Alpine Engineered Products, Inc. Haines City, FL 33944 FLCertErcee dAI 6O1vrmm 1567 EACH FACE OF TRUSS, AND UNLESS OTHERNI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - DRAWINGS 160 A- I. 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. kR ANSI/ TPI 1-1995 SECTION 2. 1, -. qu O'; STATE OF ORroP, G2 s/ ONAL DUR. FAC. 1.25 FROM KGS SPACING SEE ABOVE JREF 1560081_Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. t9t517b - 7U7 / 333tS13 ) - A7 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Sd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X8= 4X6 (R) % 100 MPH WIND, 22.67 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (Y) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6' OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4 (A2) = 2X4 III 3X8= 2X4 10 4X4 (AZ) 5X5= 1.0 0 15-0-0 1-8- 15-0-0 31-8-0 Over 2 Supports _I R=1229 U=609 W=4" R=1169 U=546 PLT TYP. Wave TPI-95 Design Crit: TPI-1995 Ver: 5.05 OTY:1 WARNING• IHU55ES REUUIRE EXTREME CARE IN FABRICATION, MANGLING, SNIPPING. INSTALLING AND BRACING. REFER TO HI8 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O.ONOFRIO DR., SUITE 20o. MADISON. YI 131111. FOR SAFETY PRACTICES PRIOR TO PERrORMI MG THESE FUNCTIONS. UNLESS 0THERY ISE INDICATED• TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. 807TOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG 10 CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION Fq OM THIS DESIGN; ANY FAILURE TO 'LQT iF'IBUILDTHETRUSSESINCoHFORMANCEWITNTPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORM$ WITH APPLICABLE PROVISIONS OF NDS (NATIOI:AL DESIGN (*11, SPECIFICATION PUBLISHED BY THE AMEX ICAN FOREST AND PAPER AS50[IA710x) AND TPI. ALP It' CoxNE[70R5 ARE MADE Of 20GA ASTM A653 GRaO GALV. STEEL. EXCEPT AS NOTED. APPLY CONNiC TORS TO - EACH FACE OF IRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 9 , DRAWINGS 160 A-Z. THE SEAL ON THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 0. STATE OFAIPIUtEngineeredProducts, Inc. RESPONSIBILITY SOLELY FOR THE T0.USS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TM15•.jOR1OP Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PEP. Es$ 0---ALFFt. Cemf=teofAmklmrioo9S67 ANSI/TPI 1.1995 SECTION 2. 18-9-14 HI/-/1/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0R Scale=.1875"/Ft. REF R081-- 24740 DATE 10/02/03 DRW HCUSR081 03275661 HC-ENG CH3/MMA SEON- 14537 FROM SCH JREF- 1S60081_ZO7 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 4t117D -- 71.17 / J33Ctl ( ) A7A) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X8= 4X6 (R) % 100 MPH WIND, 22.67 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WINO BC OL = 5.0 PSF. A).OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4 (A2) = 2X4 III 3X8= 2X411I 4X4 (A2) 5X5= 1-0-0 15-0-0 B-0 15-0-0 1-0-0 18-9-14 LE 31-8-0 Over 2 Supports R=1226 U=609 W=4" R=1226 U=609 W=3.5" PLT TYP. Wave TPI-95 Design Crit: TPI-1995 Ver: 5.05 QTY:1 HI 1 E MARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AN0 BRACING), PUBLISHED BY TPI (TRUSS DLATE TIC L L 20.0 P S F INSTITUTE, 5.3 D'ONOFRI0 OR SUITE 200. MADISON, WI' S3T 19). FOR SAFETY PRACTICES PRIOR TO PERFOR MIND THESE FUNCTIONS. UNLESS OTHERWISE INDICATED- TOP CHORD SHALL HAVE PROPERLY ATTACHED T CDL 7.0 P S F STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ALPINE IMPORTANT" FURNISH A COPY Of TNIS 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 (NAT:ONAI DESIGN ERP, F TFI^•r w49 Y'* BC B C DL L L 10. 0 0. 0 PSF P S F SPE CIi IC ATONPUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST. A653 GRAD GALV. STEEL- EXCEPT AS NOTED. APPLY CONNECTORS TO qR t ZQD4 TOT. LD. 37.0 PSF c..,, 1 AlpineEngineeredProducts, Inc. Haines City, FL 33M4 FL C.ufimmo(AwhwuauR1S67 E ACNFACE Oi TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS ININ. ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUS5 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TNIS. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER; PER ANSI/ TPI 1-1995 SECTION 2. V. S(TATEOF ` Csj.;( R s% Q'AL DUR. FAC. 1.25 SPACING 24.D" U Scale =. 1875"/Ft. REF R081-- 24741 DATE 10/02/03 DRW HCUSR081 03275637 HC- ENG CH3/MMA SEON- 14524 FROM SCH JREF- 1S60081_ZO7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. 48156 -- 5U5 / 3338B ( ) - - - A4) TOP CHORD 2x4 SP 2 N 100 MPH WIND, 22.17 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN BOT CHORD 2x4 SP 2 N 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OIL = 5.0 PSF. WEBS 2x4 SP 3 :W4 2x4 SP #2 N: A gIGIO CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROPERLY AfTACHEO TO THE BOTTOM CHORD. 4X6 (R) % 6X6= 4X4 (A2) = 2X4 W 3X8= 'A' 2X4111 4X4 (A2) 1.0.0 1-0-0 13-0-0 _1, 5-8-0 _1_ 13-0-0 _I 31-8-0 Over 2 Supports R=1226 U=611 W=4" PLT TYP. Wave TPI-95 Design Crit: TPI-1995 Ver-: 5.05 WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE "0. MADISON. WI 53719). FOR SAFETY PRACTICES PA IOR 70 PERi00.MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO. TOP CHORD SHALL NAYE P0.0DE0.LY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•' FORM S. A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TR US 5E1 IN CONFORMANCE WITH TP1: OR FABRICATING. NAN DLING. SNIPPING. INSTALLING Al.. A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ISPECIEICATIONPUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AGS3 GR40 GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS. TO EACH FACE OF TR US1. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS I'D A -I. THE SEAL ON THIS OR AWING INDICATES DESIGN DTANCE OF PROFESS. AL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY Al. USE OF THIS Haines City,FL 33&44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIGHERi PER FL Cedwsw Of AWlntmC60 6 567 ANSI/TPI 1-1995 SECTION 2. R=1226 U=611 W=4" Y:1 HI 1 E TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF I TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 61 Scale=.1875"/Ft. REF R081-- 24742 DATE 10/02/03 DRW HCUSR081 03275635 HC-ENG CH3/MMA SEON- 14518 FROM SCH JREF- 1S60081_ZO7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 40170 -- DU0 / 3JJ00 t TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6 X6 =_ 2X4III 6X6= 100 MPH WIND, 21.67 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.SO FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE POPERLY A`fTACHED TO THE BOTTOM CHORD. 4X4(A2) = 2X410 3X4= 3 X4 =_ 2X4III 1.0-0 11-0-0 9-8-0 11-0- 18-9-14 4A4 kl%L) — 31-8-0 Over 2 Supports I R=1229 U=614 W=4" R=1169 U=551 C__45) PLT TYP. Wave TPI-95 Design Crit: TPI-1995 Ver: 5.01 OTY:1 HI 1 E Scale 1875" Ft. WARNING• TRUSSES REOUIRE EATREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING Ai10 BRACING. REFER TO H10-97 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF RO81 24743 INSTITUTE, 503 D'ONOFR10 OR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TD PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. lop CHORD SHALL HAVE PROPERLY ATIACHI:D TC DL 7.0 PSF DATE 10/02/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI G10 CEILING. DRW HCUSR081 03275639IMPORTANT•• FURNISH A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS• INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO SERP. BC DL 10.0 PSF HC ENG CH3/MMAALPINE BUILD THE T0. USSES IN CONFORMANCE W1TN TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CoNFORMSrWIT0 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN I•Y(!" "Yj•`:I i 4ND, BC LL 0.0 PSF SPECIFICATION PURL (SHED BY THE AMER (CAN FOREST AND PAPER A550CIAT I ON) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTA653 GR40 GALV- STEEL. EXCEPT AS NOTED. APPLY CONNECT00.5 TO nnnnq14NL.r7Y1Q TOT.LD. 37.0 PSF SEON- 14516 Alpine Engineered Products, Inc, HalnftofAu,FL 33844 FL CtNIrW9}LOTAuIoTiacoR 0567 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 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 COSIGNER. PER ANSI/TPI 1.1995 SECTION 2. p . 'fEll STATE OF S.j p; O.... v S QNAIL DUR.FAC. 1.25 FROM SCH SPACING 24.0" JREF- 1S60081_Z07 THIS DNG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 4251]D -- t)U-3 / 3J3aD ( ) AL) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6X6= 2X4IH 100 MPH WIND, 21.17 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6X6= 2X4--_1 18-9-14 4 X 4 (A2) 3X4= JAO= 3X4= AFA-1 (M4.) 1.0.0 I_ 9-0-0 _I_ 13-8-0 _I_ 9-0-0 _I 31-8-0 Over 2 Supports R=1229 U=614 W=4" R=1169 U=552 PLT TYP. Wave TPI-95 Design Crit: TPI-1995 Ver: 5.01 QTY:1 HI 1 E WARNING- TRUSSES REGUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI -(TRUSS PLATE TC L L 20.0 P S F INSTITUTE, 583 D'0NOFRIO OR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. L P I N E EO PROUCRTS' INC, SHALLI NOT BEPRESPONSIBLEEFOR AN THDEVIATION FROMT110ISRDESIGN:ALNIYEFAILIUREE" GJEERTO BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE P0.0VISIONSOF ND: (NATIONAL DCSIGN pFjw GyJ 'SIF/'YA "Y LNO•/ {/qJ * BC DL BC L L 10. 0 0. 0 PSF P S F 7A SPECiF 'CO 0. PUBLISHED BY THE AMER ICAN FOR ST AN0 PAPER ASSOCIATION) ANO TPI, ALPINE CONNECTORS ARE MADE Of 20GA A5TM A653 GRAD GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 1:1\I (,jQ//1111¢ NCU(Jq TOT.LD. 37.0 PSF Alpine Engineered Products, Inc. llainesCity, FL 33844 FLCadKmfeGEAm6muwm1S67 EACH FACE Oi TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONY.E CTORS PER Ofl AWINGS 160 AZ. THE SEAL ON THIS OR APING INOICA7E5 ACCEPTANCE OF PR OFESSIONAI.'EHGINEERING 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. CY1, IVY T3) 0`. STATE OF iOH10P p? SSIONA` OUR . FAC. 1.25 SPACING 24.0' 40 Scale=. 1875"/Ft. REF R081-- 24744 DATE 10/02/03 DRW HCUSR081 03275633 HC- ENG CH3/MMA SEON- 14513 FROM SCH JREF- 1S60081_ZO7 48156 -- 51.15 / 3338B ( ) - - - A1G) THIS OMG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense :T1 2x4 SP 2400f-2.OE: T4 2x4 SP #2 N: Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 :W12 2x4 SP #2 N: A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. 1 hip supports 7.0-0 jacks with no webs. Deflection meets L/360 live and L/240 total load. 5X10= 3X4= 2X410 100 mph wind, 20.67 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC OL = 5.0 psf. A) I 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 6X6 5X5= 5X8= nvTn— IN 0701 ir'1.177 kLihL!PAAr! V.. 0rMA miIiAAW44 I,-M HS412= 2X4111 3X6= 3X6= 3X4= 4X10= 3X6111 4X8(63) = _ — 1-0-0 2-1-8 1_ 7-0-0 _I_ 17-8-0 _I_ _I— 4-10-8 _1 ICE 31-8-0 Over 2 Supports - I R=2418 U=1355 W=4" R=2530 U=1384 T 2-9-7 18.9-14 1 09 PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI-1995 5.01 OTY:1 HI 1 E Scale=.1875" Ft. YARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, MANOL IMG. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R081- - 24745 I N5TI TUT E. 583 D'ONOFq IO DR., SUITE 2Do.MAOISON. VI 53719). FOR SAFETY PRACTICE5 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERVISE INDICATED, TO' CHORD SHALL HAVE PROPERLY ATTACHED TC D L 7.0 PSF DATE 1 0 / 02 / 0 3 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY TTACHED RIGID CEILING. DRW HCUSR081 03275632 ALPINE 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, SHIPPIOIO. INSTALLING AND BRACING OF TRUSSES. THIS OESiGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATfORAL DESIGN SPECIFICATION PUBLISHED BY THE M A653AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNE[TO0.S ARE MADE OF 20W ASTM A653 G0.A0 GALV. STEEL. EVCEPT AS NOTED. APPLY CONNECTORS TO tSRPl F/ f/pXIF(Ggry No.. F,* AN 'Iln¢ W9 BC BC TOT.LD. DL LL 10.0 0.0 37.0 PSF PSF PSF HC ENG JEC/WPF SEQN- 14510 Alpine Engineered Products, Inc. Haim City, FL 33944 FLCeRiflr ofAWltolo9tiDD1567 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ORAVINGS I60 A - I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND 6SE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIC.NER, PER ANSI/TPI 1.199S SECTION 2. A. 0' STATE OF J 2oR(pP,.d\ sS QNAL DUR. FAC. 1.25 FROM SCH SPACING SEE ABOVE JREF 1560081_Z07 48156 -- 51.15 / 3338B ( ) - - - B5G) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense J3 2x4 SP #2 N: Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 100 mph wind, 22.39 ft mean hgt, SBC, ENCLOSED bldg. located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. THIS GIRDER DESIGNED TO SUPPORT A 31-8.0 SPAN HIPSET WITH A 7-0-0 SETBACK HIP MONO $1 HIP FRAMING TO THE BOTTOM CHORD AT 7.0-0 FROM THE LEFT END. THE OPPOSITE SIDE SUPPORTS 2-0.0 SPLIT LOAD. 1OX10(R) 111 1OX10(R) % 4X 2 COMPLETE TRUSSES REQUIRED NAILING SCHEDULE: (0.128x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOY CHORD:-1 ROW @ 5" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. Deflection meets L/360 live and L1240 total load. 18.9-14 4X8 (C8) _ " 2561# 4X8= — — 1-0-0 R=7169 U=4302 W=4" 13-10-8 I 1-3-01 13-10-8 9-0-0 Over 2 Supports R=8984 U=5364 W=4" PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI-1995 5.01 WARNING' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B7 D'ONOFR IO OR .. SUITE 200. MADI SON, YI 53719), FOR SAFE iY PRACTICES PRIOR TO PERFORMING THESE FUMCiIONS, UNLESS OTNERNI SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FUR SM 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, SNIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONi0RM1 PITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIiICA710N PUBLISHED BY THE AMER ICAN FOR ESi AND PAPER ASSOCIATION ) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GAL V. STEEL, EICE PT AS NOTED. A^PLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER - ORAYINGS 160 A-Z. THE SEAL ON THIS OR AYI NG INDICATES ACCEPTANCE OF PR OiE ISIONAL ENGINEERING Alpine Engineered Products, Inc. pE SPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILIT/ AND USE OF THIS Haines City, FL 33ii44 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Cu frste 0fAllknmtmR 1567 ANSI/TPI 1-)995 SECTION 2. NO. OTY:1 HI 1 E TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF 4¢ TOT.LD. 37.0 PSF 2IU DUR. FAC. 1.25 SPACING SEE ABOVE 7- 3-7 Scale=. 25"/Ft. REF R081-- 24746 DATE 10/02/03 DRW HCUSR081 03275648 HC- ENG JEC/WPF SEON- 4580 FROM WB JREF- 1S60081_ZO7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 48156 -- 5U5 / 33380 ( ) - - - B4) TOP CHORD 2x4 SP #2 N 100 MPH WIND, 22.17 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = WEBS 2x4 SP #3 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4= W4X4= W4A14(H4) = _ — 1-0.0 13-0-0 - I - 3-0-0 - I_ 13-0-0 29-0-0 Over 2 Supports R=1129 U=561 W=4" R=1011 U=498 W=4" 09, PLT TYP. Wave TPI-95 Design Crit: TPI-1995 19.5b 0TY:1 HI 1 E Scale =.25" Ft. BRACING„ G • REFER TRUSSES H IB E911RE EXTREME CARE IN ( HANDLING INSTALLING FABRICATION. HANDLING. DPUBLISHEDIBY I TPI IN( TRUSSNPLATE TC L L 20.0 P SF R E F R 08 1 24747 INSTITUTE. SB3 0.ONOFRIO DR., SUITE 200, "ADISON, NI 537i9). FOR SAFETY PRACTICES PRIOR TD TC DL 7.0 PSF DATE 10/02J03PERFORMINGTHESIS. UNLESS OTHERWISE IN.ICA7ED. TOP CHORD SHALL NAVE PR OPERLI ATTAC NED STR UCTUR At PANELS. BOT TON CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED SERP BC OL 10.0 PSF DRW HCUSR081 03275AVOPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN: FAILURE TO pj(Fj[•• .lr8UILDTHETRUSSESINCONFORMANCENITHTPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND ••CJ BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN *J•GNO, •A* BC LL 0.0 PSF HC-ENG /JWCALPINESPECIEICATIONPUBLISHEDBYTHEAMEPICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO d(IN GU{IQQ TOT. LD. 37.0 PSF SEQN- 4470 EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATE. ON TKIS DESIGN, POSITION CONIICCTORI PER 13 ;!! DRAWI NOS 160 A-Z. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFE.SIONAL EHGINEEPING STATE OF =A DUR. FAG. 1.25 FROM WBAIPUIGF1tg =red Proiucts,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPOKEN7 DESIGN SHOWN. THE SUITABILITY AND USE OF 'THIS S•;Q P•' HainesCOMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER: PER S• C..... V Fl•pfj°( I A,R° ANSI/TPI 1. 1995 SECTION 2. fVAI SPACING 24.0° JREF- 1S60081_Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS MFR. 4 IS In I) -- 7U7 / aoIts n ) - - as) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W3 2x4 SP #2 N: IA RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4= 100 MPH WIND, 21.67 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5. 0 PSF. DEFLECTION" MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X6= W4X4( A2) = W4X4(A2) 1- 0-0 0- 0 7-0-0 LE 29-0-0 Over 2 Supports R= 1127 U=562 W=4" 1- 0-0 R= 1121 U=562 W=4" O PLT TYP. Wave TPI-95 Design Crit: TPI-1995 19.5b OTY:1 HI 1 E Scale =.25" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (IRUSS,PLATE TC LL 20.0 PSF REF R081 24748 INSTITUTE. 5B3 D'ONOFRIO OR „ SUITE 200. MIDI SON, YI 537191. FOR SAFETY PRACTICES PR1 OR TO PERFORMING THESE FUNCTIONS. UNLESS 0THERYISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED TC DL 7. 0 P S F DATE 1 0/ 0 2/ 0 3 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW HCUSR081 03275AVR ALPINE IMPO PRODUCTS. N INC. SHALLSH A NOT BE PY OF THIS RESPONSIBLE DESIGNTO AN YTHE INSTALLATION DEVI ATION FROM THIS DESIGN: R. AIANYE FAIL1NEEREDURE TO BUILD THE TRUSSES IN CONiORMANCE YITM TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AN? BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN j p y1TIFTTJ BC DL BC LL 10. 0 0. 0 PSF PSF HC ENG JWC SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA AS TMA653 GRAD GALV. STEEL, CXCEPT AS NOTED. APPLY CONNECTO0.5.T0 f' d(IN gMt TOT. LD. 37.0 PSF SEON- 4474 AlpineEngiineeredProducts, Inc. Haines City, FL 33M4 FL C.dfi eOTAwhorum6R:567 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRIVING INDICATES ACCEPTANCE Oi PROFESSIONAL -ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SMOWN. 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. p 0 STATE OF sj• 4ZORTpP•p s/ONALDUR. fAC. 1.25 FROM WB SPACING 24.0" JREF 1560081_Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 4517b - - bU5 / JJJtSB ( - - DC TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4(A2) 1-0-0 9-0-0 100 MPH WIND, 21.17 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION SHEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X6= W04= W04= 11-0-0 29-0-0 Over 2 Supports R=1127 U=564 W=4" PLT TYP. Wave TPI-95 Design Crit: TPI-1995 WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR.. SUITE 200. MADISON• NI $3719). 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 DESIGNALPINESPECIFICATIONPUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 70 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 AIPIIIe Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Caofirmw OFAlddmunn 1567 ANSI/TPI 1.1995 SECTION 2. r 19.55 No. W414 (A2) - 1-0-0 9-0-0 I R=1127 U=564 W=4" QTY:1 HI 1 E - TC LL 20.0 PSF TC DL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF ff¢ TOT.LD. 37.0 PSF z DUR.FAC. 1.25 SPACING 24.0" 31 Scale=.25"/Ft. REF R081-- 24749 DATE 10/02/03 DRW HCUSR081 03275AVS HC-ENG /JWC SEQN- 4477 FROM WB JREF- 1S60081_ZO7 48156 -- 5U5 / 33388 ( ) - - - BIG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP 2400f-2.0E :T2 2x4 SP #2 N: T3 2x4 SP #1 Dense: Bot chord 2x6 SP 2400f-2.OE :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 SPECIAL LOADS LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at •1.00 to 54 PLF at 7.00 TC From 116 PLF at 7.00 to 116 PLF at 10.33 TC From 54 PLF at 10.33 to 54 PLF at 30.00 BC From 20 PLF at 0.00 to 20 PLF at 7.00 BC From 44 PLF at 7.00 to 44 PLF at 10.33 BC From 20 PLF at 10.33 to 20 PLF at 29.00 BC 452 LB Conc. Load at 7.00 BC 2049 LB Conc. Load at 10.33 TRUSS IS NOT REVERSIBLE. 4XE 100 mph wind, 20.67 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly aKached to the bottom chord. Deflection meets L/360 live and L/240 total load. 12X14(R) % 4X4= 2X4III 3X6= 4X8= nDoic= 2X4 (C2) = 8..(83) = _ _ _ J,2049# 4- X 1- 0-0 W 1- 0-0 I, 7-0-0 _I_ 15-0-0 _I_ 7-0-0 _I 9- 0-0 Over 2 Supports R= 2997 U=1731 W=4" R=2041 U=1184 W=4" 3p PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI-1995 5.01 QTY:1 HI 1 E Scale =.25" Ft. WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUES PLATE TC LL 20.0 PSF REF R081- - 24750 INSTITUTE. 503 0-ONOFRIO DR.. SUITE 200. MADISON, WI S.T19). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 PSF GATE 10/02/03 STRUCTURAL PANELS- BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW HCUSR081 03275645 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 ZERPF BC DL 10.0 PSF ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; 00. FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISION$ OF NDS !NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE a TIFI"Yr L k GNP, BC LL 0.0 PSF HC ENG JEC/WPF SEQN- 14829 MA653ANCONNECTORSA0.E MADE OF 20GA ASTM A653 G0.a0 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNEC TORS To 1tIN 7f CC 1VI1 ({llw TOT.LD. 37.0 PSF Alpine Enginecmd Products, Inc. Haines City, FL 33M4 FL Celtifi=cfAwhw®ri9R6S67 E ACM FACE OF TRUSS- AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS'PER DRAWINGS 160 A•I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF T1115I COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. STATE OF 2OR1pP 0 11 NA1 DUR. FAC. 1.25 FROM WB SPACING SEE ABOVE JREF 1560081_Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. a01Do -- DU-3 / soson ( rul) Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x4 SP #2 N Webs 2x4 SP #3 NAILING SCHEDULE: (0.128x3.0_g_nails) TOP CHORD: 1 ROW @ 5" o.c. Truss must be installed as shown with top chord up. 801' CHORO:•1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. SPECIAL LOADS USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) IN EACH ROW TO AVOID SPLITTING. TC From 684 PLF at 0.00 to 684 PLF at 16.33 BC From 130 PLF at 0.00 to 130 PLF at 16.33 The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 100 mph wind, 20.17 ft mean hgt, SBC. ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. T 1-4-0 2X4III 2X4I0 - - 3X8 2X4III 15-10-0 Over Continuous Support _I R=814 PLF W=15-10-0 U=400 PLF T 1-4-0 I 9-4-0 Note: All Plates Are W3X4 Except As Shown. _ 33 PLT TYP. Wave TPI 95 Design Crit: TPI-1995 6.13 OTY:1 HI 1 E 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 TC LL 40.0 PSF REF R081-- 24757 INSTITUTE, SB] D'ONOFRIO OR., SUITE 200. MADISON, YI "'T. FOR SAFETY PRACTICES PRIOR TO DATE 1 0 / 0 2 / 0 3PERFORMINGTHE5EFUNCTIONS. UNLESS OT HERYI SE INOICAT EO, TOP CHORD 5NA LL MAYE PROPERLY AT7 AC„Eo TC DL 10.0 P S F STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW HCUSR081 03275668 ALPINE IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL N07 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY iA ILU.•E TO BUILD THE TRUSSES IN CONFORMANCE PITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING Oi TRUSSES. THIS DESIGN CONFORMS YITM APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ISRP,F FLPTIFT'Wj.Y Na (n,'* BC BC DL LL 5.0 0.0 PSF PSF HC ENG JWC/WPF SPECIFICATION PUBLISHED BY THE ANERICAN FOREST AND PAPER AS50CIA T10NIAND TPI. AL PI ME CONNECTORS ARE MADE OF 2OGA ASTM A6S] GO AO GAL'- STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO OC TOT.LD. 55.0 PSF SEON- 2535 Alpine Engineered Products, FL Haines Of1dA 1567 Inc. 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 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOMN. THE SUITABILITY AND USE OF THIS ANSI/ TPICOMPONENT SECTIONPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 1-1995ANY 71, - a. STATE OFS.OR P G\ s/('A` DUR.FAC. 1. 00 FROM PF SPACING SEE ABOVE JREF- 1S60081_ZO7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 14017D -- :)U:) / J.3.700 ) - nlb) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 3X4= 120 MPH WIND, 10.09 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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY AITACHEO TO THE BOTTOM CHORD. 3X4= 4X6 (R) III 3X4(Al ) = - -- -- 1L 3-0-0 19-0-12 Over 2 Supports R=773 U=267 W=3.5" PLT TYP. Wave TPI-95 Design Crit: TPI-1995 Ver: 5.05 WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5" D'ONOFRIO D0.., SUITE 200, MAOISON, NI 57719). FOR SAFETY PRACTICES PRIOR TO PERFO0.MING THESE iUNCTIONS. uxLE55 OTHERWISE INDICATED. TOP CHORD SHALL NAPE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE 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 WIiH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS NIT" APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AIMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A CAC" FACE OF TRUSS. AND UNLESS OF LOCATED ON THI5 DESIGN. POSITION CONNECTORS PER . 7 ORAW ING5 160 A-2. THE SEAL ON THIS OR AN I NG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGAlpineEngineeredProducts, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS _ Haim CITY FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Cufficee OfAmkl®riDD I S67 ANSI/TPI 1.1995 SECTION 2. ) R=692 U=212 OTY:1 HI 1 E TC LL 20.0 PSF TC OL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF 4I TOT.LD. 37.0 PSF z DUR.FAC. 1.25 SPACING 24.0" T 1-4.0 9-4-0 1 a Scale—.375"/Ft. REF R081-- 24751 DATE 10/02/03 DRW HCUSR081 03275634 HC-ENG CH3/MMA SEON- 14624 FROM SCH JREF- 1S60081_ZO7 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. 1401 0 -- DU7 JJJtlu TOP CHORD 2x4 SP 2 N 120 MPH WIND, 21.25 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. LOCATED BOT CHORD 2x4 SP 2 N ANYWHERE IN ROOF, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP 3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4= 18-9.14 2X4(A1) = 2X4(A1.) 1 2 lIE L. 9-4-0 _ 9-4-0 Lrz 18-8-0 Over 2 Supports R=745 U=393 W=4" R=745 U=393 W=4" PLT TYP. Wave TPI-95 Design Crit: TPI-1995 Ver: 5.05 OTY:1 HI/-/1/-/E/-/- 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 T C L L 20.0 P S F INSTITUTE. 5B3 O'ONOFRIO OR., SUITE 200, MADISON, WI 53Z19), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTICMED T C D L 7.0 P S FSTRUCTURALPANELS• BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ALPINE IMPORTANT'- S. INC SMALL NOT BE RESPONSIBLE DESIGNFURNSHACOPYOFTHISN TO ANY THEDEVIATION FRIONOM THISRDESIGR. GN: ALPINE FAILURE RTO BUILD THE TRUS5ES IN CONFORMANCE WITH 1P1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AMRBRACINGOFTRUSSES. TMIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONK ECTOR5 ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CCNNEC TORS 'TO pyER ...... GPTII,9T ,yI ( ND. F 1* 111` INClW9QBC DL B C L L TOT. L.D. 10. 0 0. 0 37. 0 PSF P S F PSF AJpuleE* neeredProducts, tnc. Haines Clly, FL 33844 FLCelfifEwofAWw®uoo1567 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 ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. S pj ' JdT 0t STATEOFAjORipP.62 S/ "`"" OIYAL OUR .FAC. 1 .25 SPACING 24. ON C-517? Scale =.3125"/ Ft. REF R081-- 24752 DATE 10/ 02/03 DRW HCUSR081 03275642 HC-ENG CH3/MMA SEON- 3339 JREF- 1S60081_ ZO7 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. 461t1b -- SUS 5JJt5t$ ( ) 1.4) TOP CHORD 2x4 SP 2 N 120 MPH WIND, 21.25 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP 2 N ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP 3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROPERLY ATTACHED TO THE BOTTOM CHORD. 9-4-0 R=749 U=398 W=4" 4X4= 18-8-0 Over 2 Supports PLT TYP. Wave TPI-95 Design Crit: TPI-1995 Veer: 5.05 WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLI.11: AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 587 D'ONOFRIO OR SUITE 100. MADISON, WI 58719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 07 HERWI SE INDICATED. TOP CHORD SHALL NAVE 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 FABRICA TIIIG, HANDLING• SHIPPING, INSTALLING AND A L P I N E 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 GRID GAL Y. STEEL. EXCEPT AS NOTED. APPLY CC ECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-" THE SEAL ON IN IS 00. AWING INDICATES ACCEPTANCE OF PROFESSIONAL -cNGINEERING , Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF.IHIS Haines City FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL C[I9..1L' RF Au1hOTimiOR/567 ANSI/TPI 1.1995 SECTION 2. R=687 U=323 CITY: 3 HI 1 E TC LL 20.0 PSF TC OL 7.0 PSF a, BC DL 10.0 PSF rF2 BC LL 0.0 PSF ZOOIi TOT.LD. 37.0 PSF OF DUR.FAC. 1.25 SPACING 24.0" 18-9-14 03b Scale =.375"/Ft. REF R081-- 24753 DATE 10/02/03 DRW HCUSR081 03275649 HC-ENG CH3/MMA SEON- 3336 JREF- 1S60081_Z07 401 0 -- :)U:) I sssa0 ( ) . . L.DUL) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 81 PLF at -1.00 to 81 PLF at 19.67 BC From 20 PLF at 0.00 to 20 PLF at 18.67 REFER TO DRAWING HCUSR081 01306241 8 01306184 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 120 MPH WIND, 21.25 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. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2X4(Al) = 2X4(Al) 9-4-0 18-8-0 Over Continuous Support R=110 PLF U=54 PLF W=18-8-0 9-4-0 Note: All Plates Are W2X4 Except As Shown. l.Z% PLT TYP. Wave TPI-95 Design Crit: TPI-1995 Ver: 5.05 OTY:1 HI 1 E Scale 3125" Ft. WAR BRACING. ING• REFERTRUSSES HIB- 911R(HANDLING INSTALLINGFABRICATION. BRACING). PPUBLISHEDSHIPPING. TPI IMNaussNPLNE TC LL 20.0 PSF REF R081-- 24754 INSTITUTE. "" D- ONOFRIO OR., SUITE 200, MADISOM- WI "'T . FOR SAFETY PRACTICES PR I OR•TODATE 1 0 / 0 2 / 0 3 PERFORMING THESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED TC D L 7.0 PSF STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATT AC HEO RIG IO CEILING. DRW HCUSR081 03275669 ALPINE IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR OOU[ T S. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WI TN TP1; OR FABRICATING. HANDLING, SHIPPING. INSTALLINS AND BRACING Oi TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN E?PF tlFI • T': L ND. * BC BC DL LL 10. 0 0.0 PSF PSF HC- ENG CH3/MMA SPECIFICAT,ON PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI.ALDI NE CONNECTORS ARE MADE OF 20GA AST A653 GRAD DALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO N LIWgQ TOT.LD. 37.0 PSF SEON- 3341 Alpine Engineered Products, Ha1nCSClty ft 33M4 FL QVuru ofALaonEw= 6S67 Inc. E ACM FACE OFTRUSS. AND UNLESS 0TH ERY I SE LOCATED ON THIS DESIGN, P051110N CONNEC 1uR5 PER DRAWINGS 160 A- 2. 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. 9t STATE OF J, r sj•;QOp(pP•0 S ONA DUR. FAC. 1. 25 SPACING SEE ABOVE JREF 1S60081_Z07 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. w0170 -- U3 5.).500 t ) - ' - 61) TOP CHORD 2x4 SP 1 Dense 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN BOT CHORD 2x4 SP y2 N 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. WEBS 2x4 SP 3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROPERLY AdTACHED TO THE BOTTOM CHORD. W4X4= a LSJ llc- 1, 9-0-0 __ 9-0-0 _I 18-0-0 Over 2 Supports R=720 U=343 W=8" R=720 U=343 W=8' 60 PLT TYP. Wave TPI-95 Design Crit: TPI-1995 19.5f QTY:2 HI 1 E Scale 375" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), DUEL ISNED BY TDI (TO USS FLA TE TC LL 20.0 PSF REF R061 24755 INSTITUTE, 60] O'ONOF0.I0 DR., SUITE 200, MAD150N, NI 57719), F00. SAFETY PRACTICES PRIOR TO DATE 1 0 / 02 / 0 3PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED TC DL 7.0 PSF STRUCTURAL PANELS. 80TT 011 CNORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW HCUSR081 03275673 ALPINE IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROBUILDC THE TRUSSESLL NOT BE IN CONFORMANCE WITH TPIORORANFABRICATING• HANDLINGFROM S SHIPPING.NY INSTALLING TO AND BRACING Oi TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESIGN SPECIF IC ATIOM PUBLISHED BY THE AMERICAN FOREST ANO DADE0. ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A65I GR40 GALV. STEEL, ASSOCIATION) NOTED. APPLY CONNECTORS TO SRP TIF/ ', I No, `.* u 1111` A•• 2004M BC BC TOT. LD. DL LL 10. 0 0. 0 37. 0 PSF PSF PSF HC- ENG VB/MMA SEON- 3904 Alpine Engineered Products, Inc. Haines City, FL 33544 FL Ccruf m OEAIEIoIV9t10D 0567 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON 1H15 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. INC SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN 5MOWN' THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER-, PER ANSI/ TPI 1.1995 SECTION 2. T1 STATE OF COR10p% p NA DUR. FAC. 1.25 FROM WB SPACING 24.0" JREF- 1S60081_ZO7 48156 -- 5U5 / 3338B ( ) - - - G2G) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 N: Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 1 hip supports 7.0-0 jacks with no webs. Deflection meets L/360 live and L/240 total load. 6 X 6 =_ 0-0 4-0-0 100 mph wind, 15.00 ft mean hgt, SBC. ENCLOSED bldg, located anywhere in roof, wind TC OL = 5.0 psf, wind BC DL = 5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 5X8= 7-0-0 u2L i rz 18-0-0 Over 2 Supports R=1342 U=672 W=7.5" R=1342 U=672 W=7.5" PLT TYP. Wave TPI Design Crit: TPI-1995 6.13 OTY:1 HI 1 E WAR N ING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACIG. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC L L 20.0 P S F INSTITUTE. SB3 O'ONOFRIO DR.- SUITE 200. MADISON, NI 53T19). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 7.0 P S F STRUCTURAL PANELS. BOTTOM CH0R0 SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ALPINE IMPORTANT " FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OE VIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1: 00. FABRICATING. HANDLING. SHIPPING, INSTALLING' ANo BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR0VISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN F0REST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A6S3 GRAD GALY. STEEL. EYCEPT AS NOTED. APPLY CONNECTORS TO cpT P . IFI WrAL ND. IR}I1NLNY Q BC BC TOT D L L L L.D. 1 0.0 0.0 37 .0 P S F P S F P S F Alpine Engineered Products, Inc. HalnesCity FL 33&44 FLCe xIGeofA&aii on8S67 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS OE SIGN. POSITION CONNECTORS PER• DRAWINGS 160 A-2. THE SEAL ON TMIS 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 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1996 SECTION 2. t 0`. STATE OF 2S,AQRrop ,O\ SONAL DUR.FAC. 1.25 SPACING SEE ABOVE T 2.0-14 9-4.0 1 03) Scale=.375"/Ft. REF R081-- 24756 DATE 10/02/03 DRW HCUSR081 03275625 HC-ENG JEC/WPF SEON- 2541 FROM PF JREF- 1S60081_ZO7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 4tsI no -- 5U5 / jJ3150 ) - - - tz) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD U LIJ 6-0-0 W4X4= irz 12-0-0 Over 2 Supports R=498 U=553 W=4" 6-0-0 100 MPH WIND, 20.42 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TIC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 18-9-14 R=498 U=553 W=4" 4 PLT TYP. Wave TPI-95 Design Crit: TPI-1995 19.5b OTY:2 HI 1 E - ( Scale =.375" Ft. aRACI NGNG"REFER TRUSSES MIBEBI REQUIREHANDLING INSTALLING BAND ABROCINGIN. ANDPuBLISHEDSHIPPING. TPI INSTALLING PLATE - T C L L 20 . 0 PSFF R E F R 0 8 1-- 24758 INSTIiU TE, $B7 D'DNDiRIO DR.. SUITE 200, MADISON, YI 57T191, FOR SAFETY DR A[i10E5 PRIOR 10 TC DL 7.0 PSF DATE 10/02/03PERFORMINGTHESEiUNClI0N5. UNLESS OTHERYI SE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. A*IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (ER P,F BC DL 10.0 PSF DRW HCUSROB] 03275AVTPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO pTIFIC' •,VBUILDTHETRUSSESINCONFORMANCEWTIMTPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND •GQ 'ar';Y BRACING OF TRUSSES. THIS DESIGN CONF0 M5 YITN APPLICABLE PROVISIONS OF MDS (NATIONAL DESIGN F; BC LL 0.0 PSF HC-ENG JWCALPINE *r' ' ,* SPECIFICATION PURL ISNED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A658 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 37.0 PSF SEON- 4533 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORA PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING O SOR OF O OUR. FAG. 1.25 FROM WBAlpineEngineeredProducts, Inc. RE SDONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF• THIS t4 A ro` Haines City, FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER, ONA1•`t SPACING 24.0" JREF 1S60081_ZD7FLCmdiF& DEAlahDnamD8567 ANSI/TPI 1.1995 SECTION 2. 4015o -- tIun / .sssoo ( ) . - . Lsu) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 :W3 2x4 SP #2 N: THIS GIRDER DESIGNED TO SUPPORT A 31-8-0 SPAN HIPSET WITH A 7-0-0 SETBACK HIP MONO #1 HIP FRAMING TO THE BOTTOM CHORD AT 7.0-0 FROM THE LEFT END. THE OPPOSITE SIDE SUPPORTS 2.0-0 SPLIT LOAD. 2 X 4 III 6X6 (R) 111 100 mph wind, 20.42 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC OL = 5.0 psf, wind BC DL = 5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. 3-4-3 1lE sj 6-0-0 12561# 6-0-0 LE 12-0-0 Over 2 Supports — R=1895 U=1095 W=4" R=3791 U=2178 W=4" O PLT TYP. Wave TPI Design Crit: TPI-1995 5.01. 24759 INSTITUTE. SBJ D'O"OF OTY:1 HI 1 E - Scale 375" Ft. WAN ACRNGNG •REFER UTO EMIR E9110.(HANDLING INSTALLING BAND ABR ACING)ANOPUBLISHEO IBYITPI IN(TRUSS NPLATE T C L L 2 0.0 P S F R E F R 08 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I4 t515b -- nut) 7 j.53tlM k ) - - - t1LTt) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP y3 REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL. WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. U-LLJ 6-0-0 W4X4= 6-0-0 icc 12-0-0 Over Continuous Support R=83 PLF W=12-0-0 100 MPH WIND, 20.42 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALI. CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. VWJA4 krij m 61-9- PLT TYP. Wave TPI-95 Design Crit: TPI-1995 19.5b OTY:1 HI 1 E Scale 375" Ft. HANDLING,II PLATESHE0 SHIPPING. BV TPI INSTALLING BRAA CRI NGNG "WARNING* TRUSSES EFCR UTOENIB-9I IRE E.TREME CARE IN ( HANOLING INSTALL INGBANDABRAAC TNG)l. TC LL 20.0 PSF REF R081-- 24760 INSTITUTE. SB3 O'ONOFR IO DR., SUITE 200' MAGI SON, WI 53719), FOR SAFETY PRACTICES PRIOR TOI PERFORMING THESE FUNCIIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC OL 7.0 PSF DATE 10/02/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE ILJriG. DRW HCUSRO81 03275AVUIMPORTANT-- FURNISH A COPY OF THIS DESIGN 10 THE IN57ALLATION CONTRACTCR. ALPINE ENGIHEFRED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OES16N; ANY FAILURE TO fopV PFGtIIF/C,gr BC DL 10.0 PSF HC-ENG J41CALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIP."ING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN j, l0`, i No. * BC LL D.D PSF AIPInC EII IfleefCd PTOAUCLS, Inc. Haines City, FL 33844 FL C<nifWam RF AWd-imtiRR 9567 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GRAD DALY. STEEL. EICEPT AS NOTED. AT PLYFONnECTOR_ TO E ACMFACE OF TRUSS. AND UNLESS OTHERWISE LOCATEO ON THIS DESIGN. POSITION [ON1:EC ToPER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EUGIMEE:: INC. RE SPON SIBIL IiY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANUSF OF iN1S COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNLP., PEU ANSI/ TPI 1.1995 SECTION 2. _ SIN 2U!]9 p : -i Q•( A STATE OF • SjS Og10G G DNA` TOT. LD. 37.0 PSF SEON- 4571 DUR. FAC. 1.25 FROM WB SPACING 24.0" JREF- 1S60081_Z07 48156 -- 5U5 / 33388 ( ) - - - F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 END VERTICALS NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 2X4111 4X4= T 2-5-1 4X4= 2X4111 ir= 7-0-12 Over 2 Supports R=261 U=180 R=261 U=180 T 2-5-1 9.4.0 1 120 MPH WIND, 11.75 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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. v PL7 7YP. Wave TPI-95PLTTYP. Wave TPI-95 Oes1 n Cri t: TPI-1995 Ver: Design Crit: TPI-1995 Ver: 5.05 OTY:15.05 OTY:1 HIHI 11 E - E ScaleScale 375" Ft. 375' F[. ALPINE ap p Ilorcs G7 3l&4 WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO NIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB] O'ONOFRIO OR .. SUITE 200. NAOISON, wl SJ719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THCSE fUNCTI0N5. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLYu.. .n, a iwi.o is xc RESPONSIBILITY or rx evi.oi.o s u n. r. p tER.P Fti y N ,,,, a• -{ o s/Oj1Nl TC LLTCLL TC DL BC DL BC LL TOT. 20.020.0 7.0 10.0 0.0 37.0 PSFPSF PSF PSF PSF PSF REF R08]-- REF R0 81- 24761 24761 DATE 10/02/03 DRW xcuswoet a z sssi HC-ENG CH3/MMA SEON- 14626 DUR. FAC. 1.25 FROM $CH SPACING 24.0' dREF- 1560081_207 48156 -- 51.15 / 3338B ( ) - - - F2) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. 3-3.1 3X6III 4X6 (R) III 4X6 (R) III 3X6 []I icz-7-0-12 Over 2 Supports R=261 U=180 R=261 U=180 EM 120 MPH WINO, 12.59 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 3.3.1 PLT TYP. Wave TPI-95 Design Crit: TPI-1995 Ver: 5.05' QTY:1 HI 1 E Scale 375" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R081-- 24762 INSTITUTE. 587 0'0NOFR10 OR.. SUITE 200. MADISON, WI 57719). F00. SAFETY PRACTICES PRIOP' To PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE., TOP CHORD SHALL NAVE PROPERLY ATTACHED TC DL 7.0 PSF DATE 1Q/D2/D3 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ' DRW HCUSR081 03275646 ALPINE IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREO PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMAN[E WITH TPI; OR FABRICATING- HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APDLICABLE PROVISIONS OF NO (NATIONAL DESIGN rgm?P Fi`TIFIC''ij L BC OL BC ILL 10.0 0.0 PSF PSF HC ENG CH3/MMA aP HBNIC5 Ce1 F3H441nc Products, FL CCIIEI C DEew7 PECIFICAT ION OUBLI SHED BY TOE AMERICAN FOREST AND PAPER ASSOCIATION) ND TP1. ALPINE CONNECTORS ARE HA DEOF TOGA ASTM A657 GRAD GALV. STEEL. EXCEPT AS NOTE.. APPLY CONNECTORS'TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS.PE0. DRAWINGS 150 A-j, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFE5510HAL ENGINEERING COMPONENT IiORYANOLELY FOR PARTICULAR ETRUSS BUILOING 150T ME TDESIGN HE RESPONSIBILITY OFTHEBUILOIHGWN. THE ITY AHDDEDESIGNER. PER THISANSI/TPI 1. 1995 SECTION 2. if) NQ STATE OF s=? OR!O- io2 NALTOT.LD. 37. 0 PSF SEQN- 14628 DUR.FAC. 1. 25 FROM JL.H SPACING 24.0P JREF- 1S60081_ZO7 48156 -- 5U5 / 3338B ( ) - - - F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. 3X6III 4X6(R) III 4X6(R) III 3X6III I 7-0-12 Over 2 Supports R=261 U=180 R=261 U=180 120 MPH WIND, 13.42 FT MEAN HGT, ASCE 7.98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. v PLT TYP. Wave TPI-95 Design Crit: TPI-1995 Ver: 5.05 OTY:1 HI 1 E - Scale =.375" Ft. WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. IN57ALLING AND TC LL 20.0 PSF REF RD81 24763BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B) D'ONOfR10 . .. SURE 200, MAGI SON, YI 57719), i0R SAFETY P0.ACTICES PRIOR TO TC DL 7.0 PSF DATE 10/02/03PERFORMINGTHESEFUNCTIONS. UNLESS OTNERNI SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. cp / IMP)RTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'ERPF BC DL 10.0 PSF DRW HCUSR081 03275670PRODUCTS- INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NI TH I1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ,ATIFI„yr '/ BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN CI : BC LL 0.0 PSF HC-ENG CH3 MMA ALPINE ;* S D ECIFICA71ONPUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A657 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO :FINS TOT. LD. 37.0 PSF SEON- 14631 EACH FACE OF TRUSS. AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OR AN 160 A-Z. TXE SEAL ON THIS DRANING INDICATES ACCEPTANCE Oi PROFESSIUIIAL ENGINEERING • STATE OF '\\ OUR .FAC. 1.25 FROM SCH AIPHICFJIgIRCOECdP10L1UC1S, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY ANO USE OF THIS -•. P,•\ Haines Ciry, FL 33844 COMPONCNT fOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING OESIGNF,R, PCR SS ONA.. . N FLClf ff AWID[iE Wf567 ANSI/TPI 1-199S SECTION 2. SPACING 24.0 JREF- 1S60081_Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN017o -- :)U;) / J.7JCID ( / - rliu Top chord 2x4 SP #2 N' Bot chord 2x6 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. THIS GIRDER DESIGNED TO SUPPORT A 18-8.0 SPAN HIPSET WITH A 7.0-0 SETBACK SYMMETRIC #1 HIP FRAMING TO THE BOTTOM CHORD AT 4-8-0 FROM THE LEFT END. THE OPPOSITE SIDE SUPPORTS 2-0-0 SPLIT LOAD. 3X8 3.10-3 18-9-14 3X4(A1) = 1349# i-E -7-0-0 Over 2 Supports R=1358 U=760 W=4" R=1523 U=892 100 mph wind, 20.92 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. Right end vertical not exposed to wind pressure. Girder supports 18-8-0 span to BC one face and 1-0-0 span to TC/BC split opposite face. Deflection meets L/360 live and L/240 total load. 3-10-3 6) PLT TYP. Wave TPI Design Crit: TPI-1995 5.05 OTY:1 HI 1 E Scale 375" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R081- - 24764 INS71 TUTC, SB3 D'0 OF0.10 DR., SUITE '00. MADISON, NI S3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fUNCT IONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 PSF DATE 10/02/03 STRUCTURAL PANELSBOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW HCUSRO81 03275641 ALPINE IMPORTANT" FU.RNISHA COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WIIN TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NI TN APPLICABLE PROVISIONS OF NDL (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN iORGAL AND PAPER ASSOCIATION) AND TAP. ALPINE CONNECTORS ARE MADE OF 20GA AS TM A65] GR40 WLV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ERP. LTIFf r ,ykJGNO/¢]///BJ* 1i11 !NV 7fIf1I¢ 15111 ZOO BC DL BC LL TOT. LD. 10. 0 0. 0 37. 0 PSF PSF PSF HC ENG JEC/WPF SEON- 3343 Alpine Engineered Products, Inc. IlainesCity, FL 33844 FL Cert&=te OfAWhuinfi06567 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 0 ANINGS 160 A•2. THE SEAL ON THIS DRANINO INDICATES ACCEPTANCE OF PROFESSICNAL K GINEERIHG 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 OESIGr.ER, PER ANSI/ TPI 1-1995 SECTION 2. 13. ;!! 0`. STATE OF c•,OR p;O s`r10fVAL DUR. FAC. 1.25 FROM SCH SPACING SEE ABOVE JREF- 1S60081_Z07 48156 -- 5U5 / 33388 ( ) - - - EJ71) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. PROVIDE ( 2) 16d TOE -NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE -NAILS AT BOTTOM CHORD. E o o lr I7-0-12 _ 3-4-8 1 3-7-8 -I 7-0-0 Over 3 Supports R=331 U=324 W=4" 100 MPH WIND, 20.67 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. SHIM ALL SUPPORTS TO SOLID BEARING. 22-4-2 R=148 U=296 3-1-3 19.6.14 R=94 U=180 18-9-14 PLT TYP. Wave TPI-95 Design Crit: TPI-1995 19.5b QTY:6 HI 1 E 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 TC LL 20.0 CPSF REF R081- - 24765 INSTITUTE. 503 O'ONOFRIO DR., SUITE 200. MADISON, NI 13719), FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWI 5E INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTAEATTACHED TC DL 7 0 PSF DATE 1 0 / 0 2 / 0 3 STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW HCUSR081 03275AVW ALPINE IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESDONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURF TO BUILD THE TRUSSES IN CONFORMANCE WI TX TPI; OR FABRICATING. HANDLING. SHIPPIN9. INSTALLING AND BRACING OF TRU5SE5. THIS DESIGW CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1C_RP q FBI I• No. BC BC DL LL 10.0 0.0 PSF PSF HC-ENG JWC SPECIFICATION PUBL 15HE0 BY THE AMERICAN FOREST ANDORDER AS50[1 A710N) AND TPI, ALDIn CONNECTORS ARE MADE OF 20GA AS TM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APVLY CONNECTORS TO IuR•'¢ TOT. LD. 37.0 PSF SEON- 4547 Alpine Engineered Products, Inc. Haines City, FL 338" FLC g=kofAwlulmume567 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-r. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EYIG[NEERIHG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AYD USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PLR ANSI/TPI 1.1995 SECTION 2. 0' STATE OF OR P,: sS%DMA DUR.fAC. 1.25 FROM WB SPACING 24.0° JREf 1S60081_Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROVIDE ( 2 ) 16d TOE -NAILS AT TOP CHORD. PROVIDE ( 3) 16d TOE -NAILS AT BOTTOM CHORD. 4 X 4 =_ 1 6 lE-0'01, ,I7-.0-12 1.0-0 I_ 6-0-0 _I_ _I C 7-0-0 Over 3 Supports R=331 U=180 W=4" PLT T P W TPI 5 CvWave 100 MPH WIND, 20.42 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 21 2= R7 U=180 2-10-3 18-9.14 R=214 U=180 9PLTTYP. Wave TPI-95 Desl n rit: TP1 1995 Ver: Design Crit: TPI-1995 Ver: 5.01 0T7:35.01 OTY:3 HIHI 11 E E - ScaleScale 375' Ft. 375" Ft. eBRACINGNG" REFER TRUSSES IR( NANDL (HANDLING INSTALLING BAND AB0. OCING)ANHANDLING. EHIBREQUIRE SHED SHIPPING. ITPI IH( 7RUS5lIPLAPLATE TCTC LLLL 20.020.0 PSFPSF REF R081-- REF R081-- 2476624766 INSTITUTE, $B] D'ONOi0.10 00.., SUITE 200. MADISON, VI 53719). FOR SAFETY PRACTICES PRIOR TO GATEDATE 10/02/0310/02/03PERFORMINGTHESEFUNCTIONS. UNLESS OTNE0.YISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 PSFTCDL7.0 PSF S TR U[TURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ORWDRW HCUSRO81 03275631IMPORTANTCONTRACTOR.ALPINE P0.0DUCR SAMIN[. SHALL NOT BE PRESPONSIBLE ESOIpN N TMOEvIA ION FRIOM THIS YE FAILURE ENGINEERED SAP y, P P BC DL 10.0 PSFBCDl ]0.0 PSF ALPINE BUILD THE TRUSSES IN CONEORMANCE VITM TPI; OR FABRICATING. HANDLING, $NIPPING, INSTALI,ING AND BRACING Oi T0.USSE5. THIS DESIGN CONi0RN5 WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN y1Y,TIFIG,9r ,LPlct%Ri`c?t:tie• i GIiD. '* t x BCBC LlLL 0.00.0 PSFPSF HC-ENGU5CH3HC-ENG CH3/MMAMMAS SPECIFICATION PUBLISHED BY THE ANER lCAN i0RE57 AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A657 GR 60 GAL Y. STEEL, EXCEPT AS NOTED. APPLY C01:NECTORS TO jnIIeIy'NN CU{Jy uuP¢ T T. TOT.LD. TOTAD. 37.0 37.0 PSF PSFSN- SEON- SEO3353 3353Alpine Fnp dPamas,lrc AlPllleFllRtRTOdProdlttxs,InC. IU W City, 1JMC HainaCity,FL 33844 PL Caefole ej AUUmi»ioR 6557 EACH FACE OF T0.U55, ANO UNLESS OTHER VI SE LOCATED ON THIS DESIGN, POSITION CONNECTOgS PER DRAWINGS 160 A-Z. THE SEAL ON THIS D0.AVING INDICATES ACCEP7AN[E Oi PROFESSIONAL ENF•INEE0.ING RESPONSIBILITY SOLELY FOR THE TRU55 COMPONENT DESIGN SHOVN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY PAR7ICULA0. BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER; PE0. euoixeis .xe RESPONSIBILITY a axe eri oi. aesia.en. ANSI/ TDI 1. 1995 SECTION 2. 3: GC/d p STATE OF agpn:p si•:20R1DP•p2 NA t ryRI DIIR. FAC. 1.25 DUR. FAC. 1.25 FROM SCH FROMSCHSPACING 24.0' SPACING24.0" JREF- ]560081_Z07 JREF- 1560081_Z07 48156 -- 5U5 / 3338B ( ) - - - CJ51) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 1 4-2 95 U=180 2-1-3 11-14 R=70 U=180 o - - 5-0-12 _I 1 3-4-8 11-7-8 1 5-0-0 Over 3 Supports R=260 U=180 W=4" 100 mph wind, 20.17 ft mean hgt, SBC. ENCLOSED bldg, located anywhere in roof, wind TC OL = 5.0 psf, wind BC OL = 5.0 psf. Deflection meets L/360 live and L/240 total load. Shim all supports to solid bearing. PLT TYP. Wave TPI 95 Design Crit: TPI-1995 5.01 QTY:2 HI 1 E 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 (TRUL-S PLATE TC LL 20.0 PSF REF R081-- 24767 INSTITUTE. 583 O'ONOFRIO DR., SUITE 2CO. HADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO DERFORMING TNESE FUNCTIONS. UNLESS OTHEAWISE INDICATED- TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 PSF DATE 1 0 / 0 2 0 3 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW HCUSR081 03275665 ALPINE 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; ;NY FAILURE TO BUILD THE TRUSSES IN CON TORMAN CE WITH TP1: ON FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACINGSPECIF IC OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN CONNECTLPINEORSATI AREPMAOE UBL SOFHE 020GATASTMMA653AGR<ORGAL V- STEEL. EXCEPTESTANDPAPER .'S-C ( ASINOTE 0. T APPLYACO2114ECTORS 7TO PF IG(TIFI'Wj`.i% kJ•(jvNo, '* dIN 100$ BC BC TOT. OL ILL. LD. 10.0 0.0 37.0 PSF PSF PSF HC-ENG JWC/WPF SEQN- 4549 Alpine Fngineered Products, Inc. Haines TIRhMUR400 IW FLCtMfK aOA EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THI5 DESIGN, POSITION CONNECTORS -PER ORAWINGS 160 A-Z. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING REsvoN 516ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS T`ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERAN51/TPI11995SECTION2 ZIP 0t STATE OF10 AZ p•62 ssiQNi i.E`' OUR FAC . 1. 25 FROM WB SPACING 24.0" JREF- 1S60081_ZO7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 4617o 5u / ssJua ( ) - - LJJI Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 2 0 4 2 R=57 U=180 19 5 12 R=26 U=180 18-9-14 4X4 (A1) L i-o-o;I— 3-0-12 I 3-0-0 II3-0-0 Over 3 Supports( IR=193 U=180 W=4' 100 mph wind, 19.67 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC OL = 5.0 psf, wind BC DL = 5.0 psf. Deflection meets L/360 live and L/240 total load. Shim all supports to solid bearing. T 1-2-5 PLT TYP. Wave TPI 95 Design Crit: TPI-1995 5.G1 QTY:2 HI 1 E Scale 5" Ft. EREQUIRE BRACING. G• REFER TRUSSES PUBLISHED SHIPPING. BYTPIINSTALLING HIG- 9I(HANDLING INSTALLINGANDFABRICATION. MPLATE TC L L 20.0 P S F REF R 0 8 1-- 24768 INSTITUTE. 5B3 D'ONOFRIO DR.. SUITE 200. MAD150N, NI 5]719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CNORO SHALL HAVE DRODERLY ATTACHED TC DL 7.0 PSF DATE 1D/D2/D3 STRUCTURAL PANELS, 001 TOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW HCUSR081 03275664 ALPINEBRACING 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 WIiH TP1: OR FABRICATING, HANDLING. SHIPPINo. INSTALLING AND OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN P w GPT1F1 r;Y JI(, ,* BCBC DL LL 10. 0 0.0 PSF PSF HC ENG JWC/WPF SPECIFICATION PUBLI SNED BY THE AMERICAN FCREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA A5TM A653 GR<0 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 1' ''nnnn` d INCA7{7¢ TOT.LD. 37.0 PSF SEQN- 4551 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DUR.FAC. 1.25 FROM WB Alpine EngineeredProducts, Inc. Haines City, FL 33844 FLCtmf.adAWw.. wn6S67 DRAWINGS 160 A-2. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEEREG: RESPONSIBILITY SO LELY FORTHE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY ANP USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER, ANSI/TPI 1-1995 SECTION 2. STATE OF OH1pP,%GZSS ONA, SPACING 24.0" JREF- 1S60081_Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 4I51D0 -- :)Un / a.7suu ( ) - - - IW/ Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP y3 Hipjack supports 7-0.0 setback jacks with no webs. Deflection meets L/360 live and L/240 total load. 1PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. 0-3 11 T p.l,o 3X4(A1) 100 mph wind, 20.66 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC OL = 5.0 psf, wind BC DL = 5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 2= 22 R11 U=346 0-18.9-14 QV50_I, 9-8-9ie _ I 9-10-1 Over 3 Supports R=329 U=395 W=5.657' R=354 U=320 PLT TYP. Wave TPI Design Crit: TPI-1995 5.01 WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S83 O'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 SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMAnCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND AL P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WIT14 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 - DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL_ ENGINEERINGAlpinelinglneeTedProducts, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33M4 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FL CMdrffieofABklmhDB#567 ANSI/TPI 1.1995 SECTION 2. OF 3.9-14 OTY:2 HI 1 E TC LL 20.0 PSF TC DL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING SEE ABOVE 3-9-14 OW Scale =.375"/Ft. REF R081-- 24769 DATE 10/02/03 DRW HCUSR081 03275650 HC-ENG JEC/WPF SEON- 4569 FROM W8 JREF- 1S60081_ZO7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 461:I0 -- nUtI / JiJt1H ( ) NJ/A) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 lHipjack supports 7-0-0 setback jacks with no webs. Deflection meets L/360 live and L/240 total load. 1PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. 1<1-5-0, 1E 9-8-9 100 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC OL = 5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 11.= 1R1-3 U=221 T T 2-0I-12 2.0-12 9.4.0 L 1 9-10-1 Over 3 Supports R=329 U=353 W=11.314" R=417 U=373 PLT TYP. Wave TPI Design Crit: TPI-1995 5.05 WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AN BRACING. REFER TO NIB- (MANGLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'ONOF 0.10 SUITE 200, MAD( SON, NI 13719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE IMDI CATED. TOP CHORD SHALL MAtlE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACKED RIG10 CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING• SNIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. 7H11 DESIGN CONFORMS WIT" APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION DUBL ISNED BY iNE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CO NNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTGRS PER ' DRAWINGS 160 A•2. THE 5EAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS ORAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLEL7 FOR THE TR U55 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TM I.5 Haines City FL 3394 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER: PCP FL Cadrme DFAutlntmGw 6567 ANSI/TPI 1-1995 SECTION 2. IN OTY:2 HI 1 E Scale —.375" Ft. psi F * ZOII TC LL TC OL BC DL BC LL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081-- 24770 DATE 10/02/03 DRW HCusR091 03275675 HC-ENG JEC/WPF SEON- 3913 OF DUR.FAC. 1.25 FROM WB SPACING SEE ABOVE JREF- 1S60081_ZO7 48156 -- SU5 / 3338B ( ) - - - 11J3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP y2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. PROVIDE ( 2) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2) l6d COMMON NAILS. TOE NAILED AT BOT CHORD. 3.54 3X4 (Al 1,1-5-0_ — 4-3-11 11 4-2-15 Over 3 Supports IR=87 U=180 W=4.95" 6= 10 R4 U=180 9 4-0 R27 U=180 120 mph wind, 15.00 ft mean hgt. ASCE 7.98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Hipjack supports 3-0-0 setback jacks with no webs. T 1-6.13 i T 1-6-13 i S PLT TYP. Wave TPI Design Crit: TPI-1995 5.01 0TY:1 HI 1 E 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 TC LL 20.0 PSF REF R081 24771 INSTITUTE. SB3 D'ONOFRIO OR., SUITE I00. MADISON. NI 53719). FOR SAFETY PRACTICES PRICK TO PE0.FORM ING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACKED TC DL 7.0 PSF DATE 10/02/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW HCUSR081 03275671IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCT$. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; Ar1Y FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NI TN TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ZSRPASiN^ Z V" , No. BC BC DL LL 10.0 0.0 PSF PSF HC-ENG JEC/WPF 7ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF a' THE ASA65] LRAO GAIv. STEEL. EXCEPT A$ NOTED. APPLY CONNECTORS TO SIN Ix TOT.LD. 37.0 PSF SEON- 14618 Alpine E4neered Products, Inc. Haines City, FL 33M4 FLca f.ftdAW.-.ti.#567 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON TNT DESIGN. POSITION CONNECTORS PEP' DRAWINGS 160 A-Z. THE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRU55 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OE SIGNER; PER ANSI/TPI 1-1995 SECTION 2. r 0'. STATE OF AQFj10p ;0SAONAL CUR. FAC. 1.25 FROM SCH SPACING SEE ABOVE JREF- 1S60081_Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 4d1Sb -- 5Ut) / JJJt$b Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Hipjack supports 7.0.0 setback jacks with no webs. Deflection meets L/360 live and L/240 total load. PROVIDE ( 3) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 3) l6d COMMON NAILS, TOE NAILED AT BOT CHORD. 0-4-3 i 3X4(Al ) LE i-5-o 10-13 _I 4-7-12 5-2-4 9-10-1 Over 3 Supports R=329 U=395 W=4.907" 100 mph wind, 20.66 ft mean hgt, SBC, ENCLOSED bldg. located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly atxached to the bottom chord. Shim all supports to solid bearing. 22-4-1 R=249 U=413 19-6-14 R=316 U=252 18-9-14 3-0-14 CUY PST TYP. Wave TPI Design AND BRACING. 0.EFE0. TO HIB-91 (NAf10LING INSTALLING AND BRACING). PUBLISHED PLT TYP. Wave TPI Lrit: TP1 1995 5.01DesignCrit: TPI-1995 5.01 OtY:1OTY:1 HIHI 1 E - E - ScaleScale 375" F[. 375" Ft. YARNING' TRUSSES REQUIRE EXTREME CARE [N FABRICATION. HANDLING, SNIPPING. INSTALLING a..... .c.F, e .i..n w..o... +.,......e .x.w. >uis.o e. .i i.ss .... TC LL 20.0 PSf REF RO81 24772 n c. se. o e a..io o... s i em. .oisa.. . .,n. w s.re.. ...n .., e TC Dl 7.0 PSF DATE 10/02/W 4 PF BC DL 10.0 PSF DRW OJP)566ISJEC/HPfHC-E NGALPNLIE N BC LL 0.0 PSF a M.iM. w;,,aCity, ti pYa o.o..E.Ho.:e„o. ..e .o.e oc.o,E.. Q 1110 a o+ s"q TOT. 0 U 37.0 PSf SE N- 0 4645 DUR.FAC. 1.25 fROM WB SPACING SEE ABOVE JREF 1S60081_207 4t5l:)o -- -ju:T / jj.5tsU ( ) - - tii THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2) 16d COMMON NAILS, TOE NAILED AT TOP CHOR PROVIDE ( 2) 16d COMMON NAILS, TOE NAILED AT BOT CHORD.- IE.O E 7-0-12 7-0-0 Over 3 Supports R=331 U=180 W=4" 100 mph wind, 20.67 ft mean hgt, SBC, ENCLOSED bldg, not located within 4.50 ft from roof edge. wind TC OL = 5.0 psf, wind BC DL = 5.0 psf. Deflect'trimeets L/360 live and L/240 total load. 22 1 =66 U=180 3-10-3 7R=5 - 1 U=180 PLT TYP. Wave TPI 95 Design Crit: TPI-1995 5.01 OTY:19 HI 1 E Scale 375" Ft. WAR ING„ 0• REFERTRUSSES AND BRACING). PUBLISHEDIaY(TRUSS ITPIINIIGAND HIS- 91REQUIRE MANDLINGINSTALLINGFABRICATION. PLATE TC LL 20.0 PSF REF R081-- 24776 INSTITUTE, 587 D'ONOFRIO OR.. SUITE ZOO. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO DATE 1 0/ 0 2/ 0 3 PERFORMING THESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7. 0 P S F 5TRUCTURAL PANELS. BOTT ON CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW HCUSR081 03275640 ALPINE IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIHEEREO PRODUCTS. INC. SHALL NOT BE PESPOWSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; 00. FABRICATING, NANOL HOLING.SNIPPII:C. INSTILLING 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 TOGA ASTM A651 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNCCTORS 10 SRPF TIFII- r • y G lC:'* nn 1N L(IY¢ BC BC TOT. DL LL LD. 10. 0 0.0 37.0 PSF PSF PSF HC ENG JWC/WPF SEON- 4521 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION C0 MF.CTORS PER 17 DUR. FAC. 1.25 FROM WB Alpine EngineeredProducts, Inc. Haines City, FL 339" FLCadra fAlalXR=. 156T DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSICNAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND NSE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING OESIGNER, PER ANSL/TPI 1.1996 SECTION z. DI•• STATE OF OR p,V2 t4 '•• sNAiSPACING24.ON JREF- 1S60081_ZO7 4tfl o -- ou.3 / .3,3.10o ( ) - - . tJYA) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. n 0. Deflection meets L/360 live and L/240 total load. o 7-0-12 iC_ 7-0-0 Over 3 Supports R=331 U=180 W=8" 100 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg. not located within 4.50 ft from roof edge. wind TC OL = 5.0 psf, wind BC OL = 5.0 psf. a Deflection meets L/360 live and L/240 total load. i 1] R=1 67 U=180 T 2-0.14 9.4-0 1 R=14 U=180 C6-b) PLT TYP. Wave TPI 95 Design Crit: TPI-1995 OTY:3 HI 1 E Scale 375" Ft. 5.05 WARN ING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R081-- 24773 INSTITUTE. 583 D'0NOFRIO DR.. SUITE 200. MA0150N. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.D PSF DATE 1D/D2/D3 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW HCUSR081 03275674 ALPINE IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREO 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 tERPFI f 4(, '* BC DL BC LL 10.0 0.0 PSF PSF HC-ENG JWC/WPF SPEC IFICAT,ON PUBLISHE D BYTHE AHER ICAN FORESTANDPAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 2OGA AST" A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO nn Wir TOT. LO. 37.0 PSF SEON- 3917 AiPII111 nes CITY, FLe EnI;inecred o33SMiInc. Fl,CdTopofA1567 EACH FACE OF TRUSS, AND UNLESS THE AN SE LOCATEDOx THIS DESIGN, POSITION CONNECTORS PER 0RAWI NRESPONGS 160 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING COMPONENT ILI FORM ANY PRTICULARY FOR E BUILDING IS THE USS C TRESPONSIBILITY OF THE BUILDING DESIGN SHOWN. THEDESIGNER. PER TY AND USE OF TN1' ANSI/TPI 1. 1995 SECTION z. 0' STATE OF sso A DUR. FAC. 1. 25 FROM WB SPACING 24.0" JREF- 1S60081_ZO7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 481bb -- 5u5 / 333t5IS ( - - tJs Top chord 2x4 SP y2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 5 (— 3X4(A1) 1 — 3-0-12 — 3-0-0 Over 3 Supports R=193 U=180 W=3.5" 10 7.4 57 U=180 1 -7 -1 9—. L 0 R=26 U=180 120 mph wind, 10.09 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L1240 total load. PLT TYP. Wave TPI 95 Design Crit: TPI-1995 5.01 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. SB7 D'ONOFR IO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CNO0.D SHALL HAVE PROPERLY ATI ACHED 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 BUI LO THE TRUSSES IN CONFORMANCE NI TH TPI: OR iA DEVIATION NG. HANDLING. 5HI PP ING. INSTALLING AND A L P I N E BRACING Oi TRUSSES. THIS DESIGN CONFORMS .ITN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGII SPECIFICATION PUBLISHED RY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA AST. A113 GRaO GALV. STEEL. EXCEPT AS NOTED. APPLT CONNECTORS LGEACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEA DRAWINGS 160 A-Z. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERI Alpine FrIgineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF, TH Haines City FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FL Ceidadee OfAdhDnZ1bDD 95A1 ANSI/TPI 1.1995 SECTION 2. OTY:9 HI 1 E TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 5) Scale—.375"/Ft. REF RO81-- 24777 DATE 10/02/03 DRW HCUSR081 03275672 HC-ENG JWC/WPF SEQN- 14616 FROM SCH JREF- 1S60081_ZO7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 4 CS 1Db -- 7U3 / JJ.St1D ( ) (.JD) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2) 16d COMMON NAILS, TOE NAILED AT TOP CHORD PROVIDE ( 2) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 1 4 114 U=180 2-10.3 i -14 R=50 U=180 IE o -o l_ 5 0 12 _I 5-0-0 Over 3 Supports R=260 U=180 W=4" 100 mph wind, 20.17 ft mean hgt, SBC, ENCLOSED bldg, not located within 4.50 ft from roof edge. wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. Deflection meets AL/360 live and L/240 total load. GO PLT TYP. Wave TPI 95 Design Crit: TPI-1995 5.01 OTY:4 HI 1 E 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 TC LL 20.0 PSF REF R081 24778 INSTITUTE, 5B3 D'ONOFRIO DR.. SUITE 200. MADISON. NI 13111). FOR SAFETY PRACTICES PRIOR TO PERFORMING TMESE FUNCTIONS. UNlE55 OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 1 0 / 0 2 / 03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTAC NE0 RIGID CEILING. DRW HCUSR081 03275654 ALPINE IMPORTART— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE i0R ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFOR14ANCE WITH TPI: OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN jERP.F IFj-(' i r C!" C" K.LiGNo. `'* BC BC DL LL 10.0 0.0 PSF PSF HC-ENG JWC/WPF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 1IN W{jgQ TOT.LD. 37.0 PSF SEON- 4523 Alpine Engineered Products, Inc. Haines City, FL 33M4 FL Cadiivte of AwlwiaDon 8567 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON TH15 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITYSOLELY 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. p STATE OF t s;`A1OR10t-' SDIVALDUR.FAC. 1 .25 FROM WB SPACING 24. 0" JREF 1S60081_Z07 48156 -- 5U5 / 33388 ( ) - - - CJ3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS N DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 2 4-22 U=180 1-1I0-3 1.SL9 -14 R=26 U=180 3-0-12 3-0-0 Over 3 Supports R=193 U=180 W=4' 100 mph wind, 19.67 ft mean hgt, SBC, ENCLOSED bldg. located anywhere in roof, wind TC OL = 5.0 psf, wind BC DL = 5.0 psf. Deflection meetsAL/360 live and L/240 total load. PLT TYP. Wave TPI 95 Design Crit: TPI-1995 5.01 WAR NING• 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. 113 D•ONOFRIO DR.. SUITE 200. MADISON. MI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTNERWI SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S IR UC TURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 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 IHE TRUSSES IN CONFORMANCE WITH IP1: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS TH APPLICABLE PROvi SIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA AST. A653 GRAO GALV. STEEL. EXCEPT AS NOTED. APPLI CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON TNT DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER I 1 FLCelufial6DEAd6xu3nQB1S67 I ANSI/TPI 1.1995 SECTION 2. OTY:4 HI 1 E - TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DLIR.FAC. 1.25 SPACING 24.0" 0-1 Scale=.375"/Ft. REF R081-- 24779 DATE 10/02/03 DRW HCUSR081 03275652 HC-ENG JWC/WPF SEON- 4525 FROM WB JREF- 1S60081_ZO7 4blt)b -- nun / J3$JCSn ( I - - - l.Jl THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. - PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT 801 CHORD. 6 3X4 (Al) ICI-o-0.L—_1.0-12j 1-0-0 Over 3 Supports R=167 U=180 W=4' 19-4.2 0 10-3 R=-37 U=180 18-9-14 R=-1 U=180 100 mph wind, 19.17 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC OL = 5.0 psf. DeflectiolT meets•L/360 live and L/240 total load. v PLT TYP. Wave TPI 95 Design Crit: TPI-1995 5.01 OTY:6 HI 1 E - Scale =.5" Ft. ALPINE Alpine Engineered Products, Inc. Haines City, FI, 33M4 FLCu fx& DIAdhatiatipD 0567 WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB•91 (HANDLING IN TALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATL INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CNOR D SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILDTHETRUSSESINCONFORMANCEWITHTPI: OR FABRICATING. HANDLING. SNIPPING, INSTALLING ANDSIFI„Y:y BRACING OF TRUSSES. THIS DESIGN COHF00.M5 WITH APPLICABLE PROVISIONS OF MOS (MAT:OVAL DESIGN SPECIFICATION PUBLISHED BY THE AMEBIC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS• AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CGNNEC T ORS PER DRAWING 160 A•t. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Oi PR OiESS101iALENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS OR DESIGN SHOWN. THE SUITABILIIY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. TERP• I No. I l 1NZQO4cc1. 0•. STATE OF s NA J,. SIp TIC LL TIC O L BC DL BC LL TOT. LD. 20. 0 7. 0 10. 0 0. 0 37. 0 PSF PSF PSF PSF PSF REF R081- - 24780 DATE 1 0 / 0 2 / 0 3DRW IICUSR081 03275653 HC- ENG JWC WPF SEON- 4527 DUR FAC 1.25 FROM WB SPACING 24.0" JREF 1560081 Z07 48156 -- 5U5 / 3338B ( ) - - - CJ5A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP p2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 3 r— 3X4(A1 1 OI! AL 5-0-12 ,I 1 5-0-0 5-0-0 Over 3 Supports R=260 U=180 14=8" O 7-4 115 U=180 1-6-14 9i 0 R=50 U=180 100 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, not located within 4.50 ft from roof edge. wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. Deflection meets•L/360 live and L/240 total load. 40) PLT TYP. Wave TPI 95 Design Crit: TPI-1995 5.05 OTY:4 HI 1 E Scale 375" Ft. HARMING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING• SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R081-- 24774 INSTITUTE, SB3 D'ONOFRIO D0... SUITE 200. NADISON, WI 53719). F00. SAFETY PRACTICES PRIOA TD PERFORMING THESE FUNCTIONS. UNLESS (T MERNI SE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED TC DL 7.0 PSF DATE 10/02/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPEALY ATTACHED RIGID CEILING. DRW HCUSR081 03275676 ALP I NE IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EHGIHLEREO PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NITH TPI: OR FABRICATING• HANDLING. SHIPPING• INSTALLING AND BRACING Oi TRUSSES. THIS OE SIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A6S0 GRAO DALY. STEEL. EXCEPT AS NOTED. APFL CONNECTORS 1'. ERP y1,QLTIFI(j,9T,L kf [Jp, '* N Q BC DL BC LL TOT. LD. 10.0 0.0 37.0 PSF PSF PSF HC ENG JWC/WPF SEQN 3920 Alpine Engineered Products, Inc. Haines City, FL 33844 FL Catfi= OFAuhw=161567 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS OE SIGN, POSITION CONNECTORS PEA DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONNL 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. PE0. ANSI/TPI 1-1995 SECTION 2. 13. 0`. STATE OF S,ftOR p,o.2SQNA` DUR. FAC. 1.25 FROM WB SPACING 24.0W JREF 1560081_Z07 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. 4t$I b - - !)U5 / JJJtSM ( ) I.JJA) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 3T- 10.1-4 R=57 U=180 1-0-14 9-4-0 R=26 3X4 (Al 0 3I 3-0-12 — J 3-0-0 Over 3 Supports R=193 U=180 W=8" 100 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. Deflection meetsAL/360 live and L/240 total load. 04p> PLT TYP. Wave TPI 95 Design Crit: TPI-1995 5.05 OTY:4 HI 1 E - Scale 375" Ft. WARNINGANDSHIPPING. 0.EFERUTOEIB NE911RFABRICATION. IINx (HANDLINGINSTALLINGAND BRACING)PUBLISHED BYTPI (TRUSSPI. ATE T C L L 20.0 P S F R E F R 0 8 1-- THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. vnItoo -- Dun ssson ( ) FIB) TOP CHORD 4x2 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SPECIAL LOADS REFER TO DRAWING 657,275 OR 657.2758 OR 1,153,783 FOR GABLE LUMBER DUR.FAC.=1.00 / PLATE OUR.FAC.=1.00) DETAILS.NOTE: CONNECT BOTTOM CHORD FOR 190 PLF UPLIFT ALONG TC From 380 PLF at 0.12 to 380 PLF at 31.44 THE, CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY BC From 10 PLF at 0.00 to 10 PLF at 31.44 PLYWOOD PROPERLY ATTACHED TO TOP CHORD.NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO 1" DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE OF THE DRILLED HOLE AND ATTACHED WITH (2) 160 NAILS EACH END. W1X4(R) W2 X4 III W2.5X4 W1.5X4III W1.5X4III W1.5X4III W1.5X410 W1.5X4III W1.5X4111 W1.5X4III W1.5X4III T W2.5X4 = 1. I X4 11. 5 X4 I 1. X4 t1l.. X4 1 1 0 9-4-0 W2X4 II W2.5X4 W=W2.5X4 = 31-5-4 Over Continuous Support 'I R=388 PLF W=31-5-4 W-142.5X4 Note: All Plates Are W1X4 Except As Shown. (, 31 PLT TYP. Wave TPI-95 Design Crit: TPI-1995 19.5b QTY:1 HI 1 E - Scale 1875" Ft. ALPINE Alpine Engin(xredProducts, Haines City, FL 33844 Ftr. e,>;f,cate,rN„haI;zitioDes6T Inc. WAR NING• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLI SNED BY TDI (TRUSS PLATE INSTITUTE- 587 D'ONOFRIO OR., SUITE 200. MADISON, YI 57719), FOR SAFETY Dfl ACTICES PRIOR TO PE ERiORnING THESE FUNCTIONS. UnlE55 OTNERYfSE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTAC HEO S TRUCTU0. ALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SNALL NOT BE RESPONSIBLE FOR ANY DEv1ATI0N fROH THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONfORNANCE YITN TPI: OR FABRICATING, HANDLING. HIP' '"I. INSTALLING AIIU BRACING OF TRUSSES. THIS DESIGN [ONF00.NS YIiH APPLICABLE DflOVISI0N5 Of NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ANERI[AN FOREST AND PARER ASSOCIATION) AND TPI. ALDINE CONNECTORS ARE MADE of ZOGA ASTN A657 GRAD GALV. STEEL, EXCEPT AS NOTED. ADP17 CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTNERY{5E LOCATED ON TNIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS GRAYING INDICATES ACCEPTANCE OFPROFESSIONAL ErGINEER ItIC RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN . THE SUITABILIT Y AND USE OF TNIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI I.1995 SECTION z. P. y1. TIFTGgr y fG• F .* q AN IliiQSIB 0•, STATEOF p,:20RTOP' j' S"NAL TC LL TC DL BC DL BC LL TOT. LD. 40.0 10.0 5.0 0.0 55.0 PSF PSF PSF PSF PSF REF R081- 24781 DATE 10/ 02/03 DRW IIEUSRUE{ 1 03275AVX HC-ENG / JWC SEON- 4680 DDR.FAC. 1.00 FROM WB SPACING SEE ABOVE JREF- 1560081_Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. 9tl170 -' 7U7 sssu0 l - - rlrs Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Truss must be installed as shown with lop chord up. 6 - 9 - 016 15" Typ. 3X6= 1X4 ( R) = 1X4III 0- 7-0 i T 1X4 ( 2 X 4III 1 X 4 III 3X4= 11- 9-0 4X8= W= 2.5X4 Refer to HIB-91 for additional bracing requirements. Bracing material to be supplied by erection contractor. Deflection meets,L/360 live and L/240 total load. 11. 751— 6.7-8 3X4= 1X4111 3X6= 3X4= W-2.5X4= 2X4III 2X4III T T 1- 4-0 1-4-0 9- k-0 E 14-7-0 '' 27- 5-4 Over 3 Supports R= 725 W=6" R=1730 W=3.5" R=645 W=6' Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI 95 Design Crit: TPI-1995 6.13 OTY:5 HI 1 E Scale 25" Ft. WAR NING• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 40.0 PSF REF R081- 24782 INS717UTE, 56] O'ONOFRIO DR., SUITE 200. MADISON, WI 11119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S T0.UCTURALPANELS, BOT TON CHORD SHALL HAVE A PROPERLY ATTACHED RIG IDCEILING. T CD L 1 0. 0 P S F DATE 1 0/ 0 2/ 0 3 DRW HCUSR081 03275678 ALPINE IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIA71ON FROM THIS DESIGN; ANY FAILURE TO BUILD THE T0.USSESIN CONFOAMAN[E WITH TPI: OR FABRICATING. MANOLING, SHIPP:NG. INSTALLING AND BRACING OF IRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PU8L ISNED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A6S7 GRAD GALV. STEEL. EKCEPT AS NOTED. APPLY CONNECTORS TO p JERPPp ( Z1TIFIqk vNo. '* u Q BC DL BC LL TOT. LD. 5. 0 0. 0 55. 0 PSF PSF PSF HC- ENG JWC/WPF SEON- 2544 Alpine Engineered Products, Inc. Haulcs City l- 33844 Fl. rlNrc&Uf AWIOIILOw1S6T EACH FACE OF TRUSS- AND UNLESS 07HERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DR ANING 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 OES!GNER, PE0. I ANSI/TPI 1-199S SECTION 2. i; 0' STATE OF 2ORp,p2 s`s NAt OUR. FAC. 1.00 FROM PF SPACING 24.0" JREF- 1S60081_ZO7 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. 42f IUD -- aU 1 / sass is (. ) - - rl/) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #1 Dense :B2, 85 4x2 SP #2 N: WEBS 4x2 SP #3 CALCULATED VERTICAL DEFLECTION IS 0.85" DUE TO LIVE LOAD AND 0.32" DUE TO DEAD LOAD AT X = 14.6-12. 2x6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY EI'ECTION CONTRACTOR. I DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST -BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1 10 8 30.15"--1, 13-0-0 15" Typ. W=W2.5X4 = W=W2.5X4 W6X8= W3X6111 O4Elo4(R) = W5X8= W5X5= W4X6= W4X6= W4X4= W4X6= W4X6= W5X5= W5X8= W6X8= 65 T W1X4(R)= W6X8= 82 W5X8= W5X5a W4X6= W4X4= W4X4= W4X6= W5X5= __145X8= _W6X8= W3X611I W3X6111 W3X6111 W3X6 III W=HS2510 = W=HS2510 = W3X6 III W=HS2510 = W—HS2510 ICE 27-5-4 Over 2 Supports R=1503 W=6' R=1502 W=6" T 1-4-0 1 _ PLT TYP. High Strength,Wave TPI-95Design Crit: TPI-1995 19.Ob2 QTY:5 HI 1 E - Scale =.25" Ft. ALPINE Alpine Engineered Products, Haines City,FL 33944 FL Cnffxil OEAuthmuJL009567 Inc. BRACINGN E • REFER TRUSSES HIO-9I REOUIRE EXTREME CARE IN ( HANDLING INSTALLING BAND ABRACING). PUBLISHED IBY I TPI IB(TRUSSTlPLAT¢ INSTITUTE. SB7 D'ONOFR lO DR.. SUITE 200, MAOISON, WI 53719). FOR SAi ETY PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL NAVE PROPERLY ATTACHED STR UC7URAL PANELS. B0710M CHORD SHALL HAVE A PROPERLY ATTAC NED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WI TM TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLINGSAND BRACING OF TRUSSES. THIS DESIGN CONFORM$ WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ONICAN FOREST AND DAPER ASSOCIATION) ANO 1P 1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A657 TO GALV. STEEL, ECCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON 7NIS 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 IiSE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER• PER ANSI/TPI 1-1995 SECTION 2. jERP,F a' I 0kTIFIq . N ¢ STATE OF '\ C(S. P' \ S, ....... p TC LL T C D L BC DL BC L L TOT.LD. 40.0 10.0 5.0 0.0 55.0 PSF P SF PSF PSF PSF REF R081-- 24783 DATE 1 0 / 0 2 / 03 DRW HCUSR081 03275623 HC - E N G V B A P SEQN- 1567 DUR . FAC . 1.00 FROM RA SPACING 24.0" JREF- 1S60081_Z07 481S6 -- SUS / 33388 f ) - - - FT6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 4 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #1 Dense BOT CHORD 4x2 SP 2400f-2.OE :B1 4x2 SP #1 Dense: WEBS 4x2 SP #3 MAX JT VERT DEFL: LL: 0.61" OL: 0.23". 2x6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WHERE SHOWN WITH 3.10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ELECTION CONTRACTOR. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 11-10-8 W=W3X4 16.75 10-6.0 '( 15" Typ. W1X4III W4X6= W1X4111 W1X4III W1X4III W2X4111 1 XX W4X6= W4X4= W2.5X4= W2.5X4= W2.5X4= W3X4= W4X4= W4X6= 0-"7104 (R) __ 1 + + T W1X4(R) = B1 W4X6= W4X4= W3X6= W2.5X4= W3X6= W4X4= W4X6= T 1-4-0 1 +9.4-0 W4X6= - W2.5X4= -W4X6= - W2X4III W=HS2510= W—HS2512 = 23-9-4 Over 2 Supports R=1302 W=6" R=1301 W=3.5' b PLT TYP. High Strength, Wave TPI-95 Design Crit: TPI-1995 19.01b2 OTY:4 HI 1 E Scale 25" Ft. WARN IKG- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 40.0 PSF REF R081-- 24784 INST 17UT E. 583 D'ONOFR IO OR .. SUITE 200, NAD ISON, YI 53119). FOR SAFETY PRACii CES PRIOA TO PERFORMING THESE FUNCTIONS. UNLESS OIHERYISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATT.GHED T C D L 10.0 P S F DATE 1 0 / 0 2 / 0 3 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW HCUSROal 03275656 ALPINE IMPORTANT'• FURNISH A COPY OF THIS OE SIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGYNEEREO DR OOUCT S, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE PITH TP1: OR FABRICATING. HANDLING, SHIPPING, INSTALLINGt AND BRACING OF TRUSSES. TNIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NJS (NATIONAL DESIGN pEF±? pS tFf •• itr FJVNO. `.,A. BC DL BC LL 5.0 0.0 PSF PSF HC-ENG VB API SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST ANO PAPER ASSOCIATION) AND iPl. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY•CONNECTJRS TO n Mac TOT. LD. 55.0 PSF SEON- 1570 Alpine Englncelcd Products, Inc. Haines City, FL 33844 FLCeniflcoeofAmMtzmm1%7 EACH FACE OF TRUSS. AND UNLESS OTHER ISE LOCATED ON THIS DESIGN, POSITION COO NECTJRS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFES) ONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILIV AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER; PER ANSI/TPI 1.1995 SECTION 2. 0`. STATE OFORtOP•p2" S .. DUR. FAC. 1.00 FROM RA SPACING 24.0" JREF 1560081_Z07 I THIS DNG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS NFR. aoi5o -- Dui / J.sJou t 1 rI71 TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 15" Typ W3X6= W1X4 (R) i 0-7-0 R D 6-9-0 —I 16.75" W=W2.5X4 REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECT16 MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 3-0 W1X4I[] W1X4III W3X4= W4X8= 14" + 2-10-8--{ W3X4= III,\/_.._...._._\/,III,..,I ,...fill E W214, W2X4 III W=W2.5X4 = T 1-4-0 9-4.0 11 14-7-12 ICE 21-5-4 Over 3 Supports I R=755 W=6' R=1348 W=3' R=339 Note: All Plates Are W2.5X4 Except As Shown. 07 PLT TYP. Wave TPI-95 Design Crit: TPI-1995 19.Ob2 QTY:4 HI 1 E Scale 375" Ft. I HANOLING INSTALLING BAN. RICABRACING). PUBLISHED (TRUSS I BY I TPI INSTALLING BRACING. G• REFER UFOEN I BE9I QUIRE PLATE TC L L 40.0 P S F REF R 0 8 1 24785 INSTITUTE. SBJ D'ONOFITI. DR., SUITE 200. MADISON. YI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHE. TC D L 10 0 P S F DATE 1 0 / 0 2 / 0 3 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW HCUSR081 03275627 ALPINE 1MP0RTANT'• 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 YITN TPI; OR FABRICATING. HANDLING. 1HIP1INu. INSTALLING•AND BRACING OF T0.USSE5. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 1P1. ALPINE CONNECTORS ARE NA DE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNCCTO" TO SR THIN ([ BC B C TOT.LD. DL L L 5.0 0.0 55.0 PSF P S F PSF H C E N G V B/ A P SEQN- 1576 Alpinc Engincered Products, Inc. MnesClty,FL 33844 Ft. TapF G'AIRbO/S67 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNiCTORS PER DRAWINGS 360 A-Z. THE SEAL ON THIS GRAYING INDICATES ACCEPTANCE OF PROFE55[C 1AL ENGINEERING RESPONSIBILI7Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AUD USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i1; -. 0. STATE OF 2 C'•;QORIOP,.O ss/ONA` DUR FAC . 1.00 FROM RA SPACING SEE ABOVE JREF 1S60081_Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 46 1 t)b -- w5 / sss t$tS ( ) - - - r IJ) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP g3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 450 PLF at 0.00 to 450 PLF at 21.31 BC From 10 PLF at 0.00 to 10 PLF at 21.31 REFER TO DRAWING 657,275 OR 657,275B OR 1,153,783 FOR GABLE DETAILS.NOTE: CONNECT BOTTOM CHORD FOR 220 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORD.NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO 1' DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE OF THE DRILLED HOLE AND ATTACHED WITH (2) 16D NAILS EACH END. 2.5X4= 1X4 (R) 0.1-0 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. W=3X6= 1.5X4111 2.5X4= 1X4(R) 3X4= R=457 PLF W=21-5-4 1.5X4.111 1.5X4-III W=3X6 1.5X4 III 1 .5X4 W 1 .5X4 III 1 .5X4 Ill 1 .5X4 III 1 . 5X4 III 1 :5X4 III 1 .5X4 III 1 . 5X4 III 1 .5X4 III 1-5-4 Over Continuous Support 3X4= Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI 95 Design Crit: TPI-1995 5.01 OTY:1 HI 1 E Scale 3125" Ft. BRACRNGNG •R EFER TRUSSES HIB-911RE EXTREME CARE IN (MANOLING INSTALLINGBANDABNOCING)AN07UBLISHEDSHIPPING. BY TPI IN( TRUSS NPLATE TC LL 40.0 PSF REF R081-- 24786 INSTITUTE. SB3 0. ON0FRIO OR.. SUITE 200. MADI SON, WI 53719). F00. SAFE TY PRACTICES PR 10R 1D DATE 10/02/D3PERFORMINGTHESEFUNCTIONS. UNLESS OTHER NI SE INDICATE O. TOP CNORO SMALL HAVE PROPERLY ATtACHED TC DL 1D.D PSF STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW HCUSR081 03275626IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDZSRPp: PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BC DL 5.0 PSF ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND'jIF)g4y,Z BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO$ (NATIONAL DESIGN SPECIFICATION PUBLISHED BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND I.ALPINE CONNECTORS ARE MADE OF By ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO F:,* BC TOT. LL LD. 0.0 55.0 PSF PSF HC-ENG JWC WPF SEON- 14819 Alpine Engineered Products, FlCtrtinesCityAwhminlmo154 Inc. EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON TH15 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL CMGInEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF 7N15 COMPONENT FORANYSECTIOPARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 2.ACING 3) 0`: STATE OF RIpP: O SAsI NAL OUR FAC. 1.00 FROM JRH SPNSEEABOVEJREF- 1S60081_Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 401 0 -- toU7 / .3.13CIS ( ) - - rIJ) TOP CHORD 4x2 SP #1 Dense BOT CHORD 4x2 SP 2400f-2.OE :B1 4x2 SP #2 N: WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 9-3-0 14.75 15" Typ. W4X6= W4X6- W1X4III W1X4(R) = W3X4= 0-7-0 T W1X4(R) W=W2.5X4 = REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. r MAX JT VM DEFL: LL:•0.48" OL: 0.18". 11-7-8 '1 W2X4 III W4X4= W4X6= W4X6= W4X6= W3X4= W1X4III w4>;4= W4X6= W2X4 III W=HS2510 = W=HS2512 = LE 22-1-4 Over 2 Supports R=1210 W=6" Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. High Strength,Wave TPI-95Design Crit: TPI-1995 _ WARNING' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATi INSTITUTE, SBI O'ONOFRIO OR., 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 SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIttEEREC PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY OE VI ATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NI TN TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING Oi TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (UATIONAL OESICN SPECIFICATION P118LISHE1) BY THE AMERICAN FOREST An0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A6S3 GRAD GAL'. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THI5 DESIGN. POSITION CONNECTORS'I'ER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Fngineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE -OF THIS Haines City, FL 33M4 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FLCafifiotedAlalnlmm1561 1 ANSI/TPI 1.1995 SECTION 2. T 1.4-0 L +8-0-0 W3X6= R=1209 W=3.5" 19.Ob2. OTY A ILI HI/-/1/-/E/-/- TC LL 40.0 PSF TC DL 10.0 PSF BC OL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" L Scale=.25"/Ft. REF R081-- 24787 DATE 10/02/03 DRW HCUSR081 03275657 HC-ENG VB/AP SEON- 1573 FROM RA JREF- 1S60081 ZO7 18156 -- 5U5 / 33388 ( ) - - - FT2) THIS DNG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. 15" Typ. 4X6= 1X4 (R) 0.7-0 T Refer to HIB-91 for additional bracing requirements. Bracing material to be supplied by erection contractor. Max JT VEItT DEFL: LL: 0.44" DL: 0.16" recommended camber 1/4" Truss must be installed as shown with top chord up. 9-3-0 13.75 10-4-8 'I 2.5X4 = W=2.5X4 3X4= 4X4= 3X4= 2.5X4= 1X4111 2.5X4= 4X4= 4X6= 1X4(R)= 4X6 "'— aAti= 2X4III W-1-IS2510 4.DAw= 4-Z)AIt,= any= — — 2X4111 1 X 4 III T 1-4-0 i_ +8.0-0 Cz 20-9-4 Over 2 Supports R=1137 W=6" R=1136 W=3.5" 6 PLT TYP. 20 Gauge HS,Wave TPI 95 Design Crit: TPI-1995 18.2f3 OTY:9 HI 1 E - Scale=.3125" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H18.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 40.0 PSF REF R081 24788 INSTITUTE. $83 O'ONOFRIO DR.. SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO TC DL 10.0 PSF DATE 1D/D2/D3PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S TR UC7UR AL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY AT TACHEO RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIxEERED '(ERPF BC OL 5.0 PSF DRW HCUSR081 03275624PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _a BUILD THE TRUSSES IN CONFORMANCE IT TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND _I•`TIF(G4ra Z ALPINE BRACING OF TRUSSES. 7H11 DESIGN CONiORNS WITH APPLICAOLE PROVISION$ OF NDS (NATIONAL DESIGN */GND. ` * BC LL 0.0 PSF HC ENG JWC/WPF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPI xE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAB GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO :(1N ¢ TOT.LD. 55.0 PSF SEON- 11028 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D' DRAWINGS 160 A-i. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 0.( STATE OF DUR.FAC. 1.00 FROM ROGAlpineF1giTlCaedProducts, Inc. RESPOFL 33944 NSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AY.OUSE OF THIS IL Hf.Ghf1011lofaines1ry•Itd6im6o0 56) ANSI/TPIT1-199SNSECTIONY PARE2 AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESlGNLR, PEP S/QNALSPACING 24.0" JREF 1S60081_ZO7 48156 -- 51J5 / 3338B I ) - - - FT15) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP 01 Dense WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 9-3-0 -112.75 15" Typ. W4X6= W1X4(R) = W4X4= W1X4III W1X4III V 0-7-0 W1X4(R) W2X4 III REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W=HS2510 1-8 _I W4X4= W4X6= W2X4 III T 1-4.0 1 +8.0-0 19-5-4 Over 2 Supports R=1063 W=6" Note: All Plates Are W2.5X4 Except As Shown. R=1062 W=4" PLT TYP. High Strength,Wave TPI-95Design Crit: TPI-1995 19.Ob2 OTY:1 HI 1 E 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 TC LL 40.0 PSF REF R081- - 24789 1N5TITUTE. 587 D'ONOfAIO DR., SUITE 200, MADISON. W1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 10/02/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL MAY A PROPERLY ATTACHED RIGID CEILING. DRW HCUSROBI 03275620 ALPINE IMPORTANT" FURNISH A COPY OF THIS DESIGN 70 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, INSTALLINC AND BRACING OF T0.USSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN T?PF Gy!" -'Yr Z i ND. EIC DL BC LL 5.0 0.0 PSF PSF HC ENG VB/AP SPECIE ICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALP 11:E CONNECTCONNECTORSAREMADEOF20GAASTMA657GRADGALV. STEEL, EXCEPT AS NOTED. APOLY CONNECTORS TO tr N Mac TOT.LD. 55.0 PSF SEQN- 1579 Alpine Engineered Products, Inc. HainesCi,,FL 33844 FL CertificateofAukriamR8S67 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONCEC PER DRAWINGS 160 A.7HE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONS1BILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A40 USC OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 8UILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. 0.LA, STATE OF S,!2oRTp`P.G S,Q AL OUR .FAC. 1.00 FROM RA SPACING 24.0" JREF 1S60081_Z07 48156 -- 51J5 / 3338B ( ) - - - FT15G) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SO 2400f-2.OE BOT CHORD 4x2 SP 2400f-2.0[ WEBS 4x2 SO #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) I TIC From 100 PLF at 0.12 to 100 PLF at 19.44 BC From 10 PLF at 0.00 to 10 PLF at 19.44 TC 719 LB Conc. Load at 11.69 REFER TO HIB•91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 1 MAX JT VEItT DEFL: LL: 0.46" DL: 0.16". TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 7.11-14 21.946" 9-7-7 15" Typ. W=W3X4 = W1X4(R) = W4X8= W4X6= W3X6= W3X6= W2X4III W3X8= W3X6= W4X6= W4X8= 111111NO WAS M._/._ ENSWMAINiI-.MAIII 11 W3X6III R=1350 W=6" W=W3X6 W=HS2510 W3X6 III 19-5-4 Over 2 Supports R=1495 W=4" 0 yff PLT TYP. High Strength,Wave TPI-95Design Crit: TPI-1995 19.0 INSTALI.ING AND PLATE T C LL 40.0 P S F R E F R 0 8 1 24790 INSTITUTE. 50] D'ONOT 0.10 OR., SUITE t00. NADISON. NI 57719). FOR SAFETY PRACTICES PRIOR b2 OTY:1 HI 1 E Scale 375" Ft. BRACINGNG • R REFERUTO ENIBE9IIR(NA NDLING INSTALL INC BANDABR A[I NG).THDPUBL ISNED IBY ITPI (TRUSS 48156 -- 51.15 / 33388 ( ) - - - FT14) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP 2400f-2.OE BOT CHORD 4x2 SP 2400f-2.OE WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) 1 TC From 100 PLF at 0.00 to 100 PLF at 11.58 TC From 257 PLF at 11.58 to 257 PLF at 19.31 BC From 10 PLF at -0.12 to 10 PLF at 19.31 9-3.0 112.75' 15" Typ. W4X8= W1X4 (R) = W4X6= W4X4= 0-7-0 W1X4 (R) = I W2X4 III REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MAX JT VW DEFL, LL: 0.44" DL: 0.15". TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1.8 W—W3X6 W1.5X4 III W3X4= W2.5X4= W2.5X4= W4X6= W5X8= 142X4III WM I I W—HS2514 = W1.5X4 III f 19-5-4 Over 2 Supports R=1297 W=6" W5X8= R=2042 W=4" PLT TYP. High Strength,Wave TPI-95 sign Crit: TPI-1995 19.Ob2 OTY:1 HI 1 E Scale 375" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REF ER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 40.0 PSF REF R081- 24791 INSTITUTE. 5B7 D'ONOF0.10 D0... SUITE 200. MAD150N- NI 57719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED• TC DL 10.0 PSF DATE 10/02/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY AT RIGID CEILING. DRW HCUSR081 03275619IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVI A710N FROM THIS DESIGN; ANY FAILURE TO ERP, TIFiq BC DL 5.0 PSF HC ENG VB/APALPINE GUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WIT APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A657 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO GND F:'k IN¢ BC LL TOT.LD. 0.0 55.0 PSF PSF SEON- 1585 Alpine Engineered Products, Inc. EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, DOSI710N CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON TM ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMDONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SITC'; STATE OF ' S •, L20fl10P,\ OUR .FAC. 1.00 FROM RA Haines City, FL 33844 FLC:eRj{pteofAuhmmuDR1561 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. Lrs%pNA.. ' SPACING SEE ABOVE JREF 1S60081_Z07 THIS DWG PREPARED FROM COMPUTER IIIPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 4151bb -- t)Ub / ss.$?Jt$ ( ) - - - I. 14A) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 Truss must be installed as shown with top chord up. 9-3-0 —1 15.75" 15" Typ. 1X4(R)= 3X4= 1X4III JX6= 0-7-0 1X4(R) 2X4III W=HS2510 18-5-4 Over 2 Supports R=1008 W=6" Refer to HIB-91 for additional bracing requirements. Bracing material to be supplied by erection contractor. Deflection meets L/360 live and L/240 total load. 7-10-8 J W=2.5X4 3X4= 4X6= 2 X 4 III R=1007 W=3.5" T 1-4-0 1 Note: All Plates Are W2.5X4 Except As Shown. C-2 y PLT TYP. High Strength, Wave TPI-95 Design Crit: TPI-1995 1)er: 19.Ob2 - OTY:1 HI 1 E Scale 375" Ft. WARNING• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 40.0 PSF REF R081 24792 INSiiTUTE. 580 D'ONOFRIO DR.. SUITE ZOO. MADISON. WI $3729). FOR SAFETY PRACTICES PRIOR. TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 10/02/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW HCUSR081 03275660 ALPINE IMPORTANT'- FURNIS14 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 AMCRICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A657 GR<0 GAL V. STEEL. EXCEPT AS NOTE.. APPLY CONNECTORS TO ERP,F T(F/'WjAL f No. '* JCIII f111¢ ON GU()q BC BC TOT.LD. OL LL 5.0 0.0 55.0 PSF PSF PSF HC-ENG JWC/MMA SEON- 2408 Alpine lingineeredProducts, Inc. Haines City, (•(- 33M4 m. Ces,if=eedAwhmi7z=fS67 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS CRANING 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. 13. -•/ O•. STATE OF S, rORtOp,O\2ONAL DUR. FAC. 1.00 FROM ROG SPACING 24.0" JREF- 1S60081_Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 4817b •- hU JJJbtJ ( ) - - I-IIU) TOP CHORD 4x2 SP #2 N REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING BOT CHORD 4x2 SP #1 Dense MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. NO CONCENTRATED LOAD IS TO BE SUPPORTED BY CANTILEVER. 15" Typ. W3X6= W1X4 (R) i 0-7-0 W1X4(R) W2X4 10 6-9-0 16.75-+ 8-0.0 W1X4III W1X4III W3X4= W4X8= W=W2.5X4 = W2X4 III- 1 - 7 - 8--- W1X4III W1X4III W3X4= W1X4(R) i T 0-7-0 1-4-0 T I W1X4(R) W1X4 NI-- 9-4-0 Ic .3-6-0 18-3-4 Over 2 Supports 1 R=801 W=6" Note: All Plates Are W2.5X4 Except As Shown. R=1217 W=3" 7 PLT TYP. Wave TPI-95 Design Crit: TPI-1995 19.Ob? QTY:3 HI 1 E Scale 375" Ft. WABRCRINGNO"REFERUSSESToOHIBE9IIRE EXTREME CARE IN ( HANDLING INSTALL(NGBANDABRACING). PPUBLISHEDIBYITPI INSTALLING PLATE T C L L 40.0 P S F R E F R08 1 - 24793 ETY RACTICES PRIR TO PERFORMING TMESEDFUNCTIOHS. UMLESSSU T0THERWISEOINoICATED. TOPICHORDiSMALLFHAVEPPROPERLY ATTACHED T C D L 10.0 PSF DATE 1 0/ 0 2/ 0 3 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW HCUSR081 03275630 A L P I N E IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NITH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING Oi 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 SERF y1TIFIr,` NO '* t n` WN ZM. BC DL g C L L TOT.LD. 5.0 0.0 55.0 PSF P S F PSF H C- E N G V B A P SEQN- 1588 Alpine Engineered Products, Inc. Haines City,Fl_ 33844 Fl.Ctltirx=ofAlylp(iam1567 EACH FACE OF TRUSS. AN0 UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Oi PROFESSIONAL rNGINEERING RESPONSIBILITY SOLELY FOR THE TRU55 COMPONENT DESIGN SHOWN. THE SUITABILITY AMD USE OF TMISICOMPONENTFORANYPARTICULARBUILDING15THERESPONSIBILITYOFTHEBUILDINGDESIONCR. PER ANSI/TPI ' FOR SECTION 2. 1uC•`, STATE OF 6,-'.A 10p"0\'2' S/OIYAL OUR JAC . 1.00 FROM RA SPACING SEE ABOVE JREF 1S60081_ZQ7 48156 -- 5U5 / 3338B ( ) - - - FT12) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. 6-9-0 16.25" 15" Typ 2.5X4= 1X4(R)= 3X4= 2.5X4= 1.5X4111 1.5X4III JX6= 0-7-0 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d nails. Strongback material to be supplied by erection contracCor. Truss must be installed as shown with top chord up. 7-8 3X4= 4X6= 110 hies"i irA IX4(R) 2X4III i.e 14-8-12 Over 2 Supports R=809 W=6' PLT TYP. Wave TPI 95 Design Crit: TPI-1995 18.20 WAR NING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND RACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'ONDFR10 OR SUITE 200, MADI SON, NI 53119). FOR SAFETY PRACTICES PRIOR 10 PEERFORMINC THESE FUNCTIONS. UNLESS 0711E RW. 5E INDICATED. TO CHORD SHALL HAVE D0.07E0.LY ATTACHED STRUCTURAL PANELS. BOTTOM CNORO 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 FA!LURE,'TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND A L P I N E OR ACING OF TRUSSES. THI5 DESIGN CONFORMS NITN APPLICABLE PROVISIONS OF NDS (i;ATTONAL DESIGN SPECK I[ATION PURL1 SHED BY THE AMER ICAN FOREST AND PAPER AS50[IATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A6S3 GRAD GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS OE SIGN. POSITION CONNECTORS PER DRAWINGS 160 A"- THE SEAL ON IN IS OR AW IN INDICATES ACCEPTANCE OF PROFESSIONAL EN G IMEERING Alpine Frigineered Products, Inc. RESPONSIBILITY SOLELY FOlt THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Fl.Cm wofAwhDambDn1%7 ANSI/TPI 1.1995 SECTION 2. 2X4III R=798 W=2" T T 1.4-0 1-4-0 91 0 1 OTY:3 HI 1 E TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF z DUR.FAC. 1.00 SPACING 24.0° Scale=.375"/Ft. REF R081-- 24794 DATE 10/02/03 DRW HCUSR081 03275628 HC-ENG JWC/WPF SEON- 11034 FROM WB JREF- 1S60081 ZO7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 4C1no •- Dui / sajoo ( ) - - r14) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP y3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.00 to 100 PLF at 0.12 TC From 260 PLF at 0.12 to 360 PLF at 6.14 TC From 210 PLF at 6.14 to 210 PLF at 7.95 TC From 775 PLF at 7.95 to 775 PLF at 13.48 BC From 10 PLF at 0.00 to 10 PLF at 13.48 TC 3000 LB Conc. Load at 6.88 Refer to HIB-91 for additional bracing requirements. Bracing material to be supplied by erection contractor. DeflectioA meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. REFER TO DRAWING 657,275 OR 657,275B OR 1,153,783 FOR GABLE DETAILS.NOTE: CONNECT BOTTOM CHORD FOR 360 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORD.NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO 1" DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 02 VERTICAL WEB TO BE PLACED AT EACH SIDE OF THE DRILLED HOLE AND ATTACHED WITH (2) 16D NAILS EACH END. 3X4III 2.5X4= 3000# 2X4111 3X4111 2.5X4111 1X4(R) = 1.5X4111 8X8III 2.5X4= I- TT 0•8•8 1.4-0-4-0 T 9-4-DLL T 1X4(R) = 4X4III 1.5X4 111 2X4III 2.5X4= 1.5X4111 2X4III 4X4= 13-7-4 Over Continuous Support I R=712 PLF W=13.7.4 Note: All Plates Are W1X4 Except As Shown. PLT TYP. Wave TPI Design Crit: TPI-1995 5.01 OTY:1 HI 1 E - Scale =.375" Ft. WARNING• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND TC LL 40.0 PSF REF R081- - 24795BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE DATE 10/02/03 INSTITUTE. 583 O'OMOFRIO DR.. SUITE 200. MADISON, YI 53T19), FOR SAFETY PRACTICES PR100. TO PERFORMING THESE FUNCTIONS. UNLESS OTHERHISE INDICATED. TOP CNORD SMALL HAVE PROPERLY ATr%CHEO TC DL 10.0 PSF STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW HCUSRO81 03275666IMPORTANT" 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 tERP,F BC DL 5.0 PSF auILO THE TRUSSES IN CONFORMANCE YITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORM5 WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN J GMD. BC LL 0.0 PSF HC ENG JEC/WPF 7ALPINE SPECIFICATION PUB, ISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TON F1` ZIW9fi TOT. LD. 55.0 PSF SEON- 4683 Alpine Engineered Products, Inc. EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR SUPER DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL E.GiNEERINO RESPONSIBILITY SOLELY FOR THE TRU5S COMPONENT DESIGN SNOYN. THE SUITABILITY AND USE OF THIS p(; STATE OF i OUR. FAC. 1.00 FROM WB Haines City, FL, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 11. S Q AL` SPACING SEE ABOVE I JREF- 1S60081_ZO7FLEcndiicwofAYUarm=1567 ANSI/TPI 1-1995 SECTION 2. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 42S I70 DUn / 33.SS0 ( 1 I'll/) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP b2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. TRUSS MAY NOT BE INSTALLED END FOR END. V 0-1.0 REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTI04 MEETS L/360 LIVE AND L/240 TOTAL LOAD. i 5.6-0--I10.5"i 5-4-8 15" Typ. 3X6= 1X4(R) = 2.5X4= 2.5X4= 2.5X4= 2.5X4= 3X6= 1X4(R) 2 X 4 III R=655 W=6" 1 X 4 III 2 X4 III 0.1.8 x 11-10-8 Over 2 Supports -j R=625 W=6" T 1-4-0 8-0-0 s PLT TYP. Wave TPI-95 Design Crit: TPI-1995 Ver: 5.05 OTY:2 HI 1 E - Scale —.375" Ft. WARNING' REFER TRUSSES HIB9I REQUIRE ( HANDLING INSTALLING FABRICATION. BR.ING).. PUBLISHED SHIPPING, BY TRI I"(TRUSSNOLAIC _ T C ILL 40.0 P S F R E F R 08 1 24796 INSTITUTE. So D'ONOFRIO OR., SUITE 200, MAOISON, WI 537191. FOR SAFETY P0.ACTICES PRIOR TO TC DL 10.0 PSF DATE 10/02/03PERFO0.M I14G THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD 5HALL HAVE A PROPERLY ATTACHED RIGID CEILING. pIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (ERP,F BC DL 5.0 PSF DRW I{CUSR081 03275621 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO gS1F) •• i(, BUILD THE TRUSSES IN CONFORMANCE NI TM TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AK), A. %•: t ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1 *i GNP. * BC LL 0.0 PSF HC ENG CH3/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI- ALPINE 1 CONNECTORS ARE MADE OF 20GA ASTM A65] GRAO GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ItI ZWir TOT. LID. 55.0 PSF SEON- 3365 EACH FACE OF TRUSS, AND uNLE SS OTHERWISE LOCATED ON THIS DESIGN. DOSITION CONNECTORS 000. 'jBJ DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGInEERING O- STATE OF 2 DUR. FAC. 1.00 FROM SCHAlpineEngineeredProducts, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SIGN SHOWN. THC SUITABILITY AND USE Gi THIS s+• ORVID 0 Haines City, EL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER.- PEP. s%p Al SPACING 24.0" JREF- 1S60081_ZO7FLCe,9..MdAWfmiXz6O01S67 ANSI/TPI 1-199S SECTION 2. 48156 -- 51.15 / 3338B ( ) - - - FT18) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP a2 N WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) 1 TC From 210 PLF at 0.12 to 210 PLF at 7.00 TC From 700 PLF at 7.00 to 700 PLF at 11.75 BC From 10 PLF at 0.00 to 10 PLF at 11.88 TC 2400 LB Conc. Load at 7.00 1X4(R) 2.V4= 0--7-0 T 1X4(R) 2.5X4= 2 X 4 III DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. TRUSSES TO BE SPACED 24" ON CENTER. TRUSS MAY NOT BE INSTALLED END FOR END. 2400y 8X8 III 3X4 III 2.5X4 III 2.5X4 = 4X410 1.5X4III 3X4= 2X4111 0-1.8 x Le 11-10-8 Over Continuous Support I R=614 PLF W=11-10-8 T 1.4-0 9-4-0 1. Note: All Plates Are W1X4 Except As Shown. PLT TYP. Wave TPI-95 Design Crit: TPI-1995 Ver: 5.05 WARNING• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND GRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. "' O'ONOFRIO D0... SUITE 200. MADISON. WI 57T19). 'OR SAFETY PRACTICES PRIOR 70 PERFOR.ING THESE FUNCTIONS. UNLESS 0TNERYI SE INDICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEO RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEENED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE T0.U5 SES fN CONFORMANCE WI TN TPI; OR iA6RICATING, HANDLING, SNIPPING. INSTALLING AND A LP I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE P0.0VISIONSOF NOS (Y.AT10HALDESIGN SPECIE ICAT (ON PUBLISHED BY THE AME0.ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GA40 GALV. STEEL. EXCEPT AS NOTED. APPLY COM/JECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS OE SI GN. POSITION CONNECTORS FER DRAWINGS ! 60 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING. Alpine Engineered PTOdUCTS, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ITDIneS City FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FLCemfxwofAw601iafimIS67 I ANSI/TPI 1.1995 SECTION 2. No. OTY: 1 HI 1 E TC ILL 40.0 PSF TC DL 10.0 PSF RFC BC DL 5.0 PSF rF * BC LL 0.0 PSF 20, TOT.LD. 55.0 PSF OF. 2 DUR.FAC. 1.00 D. SPACING SEE ABOVE 0 Scale=. 375"/Ft. REF R081-- 24797 DATE 10/02/03 DRW HCUSR081 03275622 HC- ENG CH3/MMA SEON- 3367 FROM SCH JREF- 1S60081_Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 401 10 -- U5 / o.saan ( / - - - rIio) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 100 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, not located within 8.50 ft from roof edge. wind TC DL = 5.0 psf, wind BC OL1= 5.0 psf. Truss must be installed as shown with top chord up. 15.021" Typ. 1X4 (R) r — 0-7.0 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d nails. Strongback material to be supplied by erection contractor. Deflection meets L/360 live and L/240 total load. Provide for complete drainage of roof. 5-6-2 _I 22.8254-1-9 1 X 4 III 3X4= T 1. 4.0 1 + 9-4-0 1X4( R) 2X4III 11- 6-8 Over 2 Supports 5-1 R= 425 U=180 W=6' R=422 U=180 Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Crit: TPI-1995 Ver: 19.Ob2 WAR N ING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACIG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B] D-OHOFRIO OR.. SUITE 200. MADI SON. NI 11119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CM0R0 SMALL HAVE PROPERLY ATTAC NEO STRUCTURAL PANELS- BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALP;I:E ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DE%ATION FROM THIS OE SIGN; AN• FAILURE TO BUILD THE Tq USSES IN CONFORMANCE NITN TPI: OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND A L P I N E SPACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO$ (NATIONAL DESIGN k SPECIFICATION PUBLISHED BY THE AMERICAN F00.EST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GRAD GALN. STEEL, EXCEPT AS NOTED. APPLY COON CTORS TO _ EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOC ATEO ON THIS DESIGN, POSITION CONNECTORS PER' DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN61NEERING A Alpine EnoneeredProducts, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIGNER,.PER FLcaffr afAldlpTmfiDn1% 7 ANSI/TPI 1.1995 SECTION 2. QTY:3 HI 1 E TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF i% BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24. 0° 090 Scale =. 375"/ Ft. REF R081-- 24798 DATE 10/ 02/03 DRW HCUSR081 03275659 HC-ENG JWC/MMA SEQN- 2367 FROM RDG JREF- 1S60081_ ZO7 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 481bb -- UtI / $JJt5t5 ( 1 FlCub Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 100 mph wind, 15.00 ft mean hgt, SBC. ENCLOSED bldg, not located within 8.50 ft from roof edge. wind TC DL = 5.0 psf, wind BC OL+= 5.0 pSf. Deflection meets L/360 live and L/240 total load. 2 -10 - 8-47 "-I---2 -10 - 8---I 15" Typ 2.5X4= 3X6= 2.5X4= 3X6= SPECIAL LOADS LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PtF at 0.00 to 54 PLF at 6.33 BC From' 20 PLF at 0.00 to 20 PLF at 6.33 BC 422 LB Conc. Load at 0.48, 2.48, 4.48 Truss must be installed as shown with top chord up. T T 1-4-0 1-4-0 1 1 +9-4-0 3X4= 1X4III 3X4= 2X4 III _ 2 X 4 III 1 X 4 III 6-4-0 Over 2 Supports R=1017 U=480 W=4" R=719 U=360 PLT TYP. Wave TPI-95 Design Crit: TPI-1995 Ver: 19.Ob2 OTY:1 HI 1 E Scale 375" Ft. WAR N ING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACIG. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R081-- 24799 INSTITUTE. 5B3 0-0 FRIO DR.. SUITE 200. MADISON, NI 53T19). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHER SE INDICATED. TOP CNORO SMALL HAVE PROPERLY TT AC CO TC DL 7.0 PSF DATE 10/02/03 STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW HCUSR081 03275658IMPORTANT'' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE fOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 'f0 F_RP/ BC DL 10.0 PSF HC-ENG JWC/MMAALPINE BUILD THE 1RUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND%TIFT yr BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GRXO GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO y fG F:'* 11N ¢ BC LL TOT.LD. 0.0 37.0 PSF PSF SEON- 2369 C A)Plfl RaCiredy,FLbd33M4 FL Cerdx& of Amh6linfw 1%7 EACH FACE OF TR US$. AND UNLESS OTMERWI SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PES DRAWINGS I60 A -t. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Oi PROFESSIONAL FNGIHECRING COMPONENT FORM ANY PARTICULARELY FOR S TRUSS BUILDING 150THETDESIGN SKOUN. THE RESPONSIBILITY OF THE BUILDINGTY AND USE DESIGNER. PER THIS ANSI/ TPI 1-1995 SECTION 2. X - YCTJ 0`. STATE OF •(( ORVO SS/ONA 62 OUR. FAC. 1.25 FROM ROG SPACING 24.0" JREf 1560081_Z07 48156 -- 51.15 / 3338B ( ) - - - F119) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 SPECIAL LOADS LUMBER OUR.FAC.=1.00 / PLATE OUR.FAC.=1.00) TC From 620 PLF at 0.00 to 620 PLF at 2.65 BC From 10 PLF at 0.00 to 10 PLF at 2.65 1X4(R) = 2.5X4 III X4111 1X4111 TT 0-7-0 1.4-0-4.0 F 2 . S 9-4-0 X 4 III 1X4 (R) _ — 1.5X4III 2X4III 2.9-4 Over Continuous Support R=602 PLF W=2-9-4 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. Sheathing, is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. REFER TO DRAWING 657,275 OR 657,275E OR 1,153.783 FOR GABLE DETAILS.NOTE: CONNECT BOTTOM CHORD FOR 305 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORD.NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO 1" DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE OF THE DRILLED HOLE AND ATTACHED WITH (2) 160 NAILS EACH END. PLT TYP. Wave TPI Design Crit: TPI-1995 18.2f3 OTY:1 HI - 1 - E - - Scale =.375" Ft. WARNING' TRUSSES REQUIRE EXTREME No15? ALPINECARE IN FABRICATINN, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H1B-91 (NANOL ING INSTALLING AND BRACING). PUBLISHED BY TPI (TA USS PLATE INSTITUTE. SB3 D'ONOFRIO OR.. SUITE 200. NADISON, NI 53719). FOR SAFETY P0.ACTICESPR100.T0 PERFORMING THESE fUNCTI0N5. UNLESS OTHE RNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY Ai TACHED STRUCTURAL PANELS, BOT TON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• iURNISH A COPY Of THIS DESIGN 10 THE INSTALLA710N CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANT DEVIATION FROMTHIS DESIGN; ANY fA1LURE TO BUILD THE T0.USSESIN [ONiORMANtE WITH TPI; OR FABRICATING. HANDLING. $NIPPING, INSTALLING AND BRACING OFTRUSSES. THIS DESIGN CONi00.NS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN F{/i T)FI(— ryT •%I tF TC LL TC DL BC DL BC LL 40.0 10.0 5.0 0.0 PSF PSF PSF PSF REF R081 24800 DATE 10/ 02/03 DRW HCUSR081 03275644 HC-ENG JEC WPF 0 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name:. 338 Builder: DR HORTON Address: 13 l / , l Permitting Office: City, State: ' ( 1 Permit Number: Owner: DP_ o Y Jurisdiction Number: Climate Zone: Central I New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number ofunits, if multi -family 1 _ SEER: 12.06 _ 4. Number of Bedrooms 5 _ b. Central Unit Cap: 36.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 12.00 6. Conditioned floor area (ft2) 3338 ft' c. N/A 7. Glass area & type Single Pane Double Pane - a. Clear glass, default U-factor 495.0 ft' 0.0 ft2 - 13. Heating systems b. Default tint 0.0 ft' 0.0 ft2 - a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF: 7.80 8. Floor types b. Electric Heat Pump Cap: 36.0 kBtu/hr _ a. Slab-On-Clade Edge Insulation R=0.0, 151.0(p) ft _ HSPF: 7.80 _ b. Raised Wgod, Post or Pier ft2 _ c. N/A c. N/A 9. Wall typF 14. Hot water systems a. Concrete, Int Insul, Exterior R=3.0, 699.5 ft' _ a. Electric Resistance Cap: 50.0 gallons _ b. Frame, Wood, Exterior R=11.0, 1510.0 ft2 _ EF: 0.86 _ c. Frame, Wood, Adjacent R=11.0, 335.0 ft2 _ b. N/A d. N/A e. N/A c. Conservation credits 10. Ceiling types HR-Heat recovery, Solar a. Under Attic R=19.0, 1991.5 ft2 _ DHP-Dedicated heat pump) b. N/A 15. HVAC credits PT c. N/A CF-Ceiling fan, CV -Cross ventilation, 11. Ducts HF-Whole house fan, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ PT -Programmable Thermostat, b. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as -built points: 43857 PASSTotalbasepoints: 47035 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:-b,eI-t r DATE:------------- I hereby certify that this building, as designed, is in compliance with the FI i E er a E T: OWNER/A DATE: 0 1 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 inspect eljc! compliance with Section 55 Florida Statutes. CITY BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.30) Vp4THE ST41'. d FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 3338.0 25.78 15489.7 Single, Clear S 1.0 16.0 39.0 48.22 0.99 1869.6 Single, Clear E 8.0 10.0 72.0 63.97 0.59 2700.7 Single, Clear E 1.0 16.0 97.0 63.97 1.00 6183.8 Single, Clear W 1.0 16.0 39.0 57.68 1.00 2242.2 Single, Clear E 1.0 17.0 18.0 63.97 1.00 1147.5 Single, Clear W 1.0 9.0 15.0 57.68 0.99 860.0 Single, Clear W 1.0 4.0 18.0 57.68 0.92 950.3 Single, Clear S 1.0 6.0 15.0 48.22 0.94 682.9 Single, Clear S 1.0 6.0 15.0 48.22 0.94 682.9 Single, Clear E 1.0 7.8 40.0 63.97 0.99 2528.7 Single, Clear E 1.0 5.0 16.0 63.97 0.95 972.8 Single, Clear E 1.0 4.0 9.0 63.97 0.92 527.6 Single, Clear E 1.0 6.0 15.0 63.97 0.97 929.6 Single, Clear N 1.0 6.0 15.0 30.19 0.97 441.2 Single, Clear W 1.0 6.0 30.0 57.68 0.97 1675.9 Single, Clear W 11.0 7.0 27.0 57.68 0.46 711.1 Single, Clear W 1.0 9.0 15.0 57.68 0.99 860.0 As -Built Total: 495.0 25967.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 335.0 0.70 234.5 Concrete, Int Insul, Exterior 3.0 699.5 1.40 979.3 Exterior 2209.5 1.90 4198.0 Frame, Wood, Exterior 11.0 1510.0 1.90 2869.0 Frame, Wood, Adjacent 11.0 335.0 0.70 234.5 Base Total: 2544.5 4432.5 As -Built Total: 2544.5 4082.8 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 48.0 4.80 230.4 Exterior Insulated 48.0 4.80 230.4 Base Total: 66.0 259.2 As -Built Total: 66.0 259.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1991.5 2.13 4241.9 Under Attic 19.0 1991.5 2.82 X 1.00 5616.0 Base Total: 1991.5 4241.9 g As -Built Total: 1991.5 5616.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 151.0(p) -31.8 4801.8 Slab -On -Grade Edge Insulation 0.0 151.0(p 31.90 4816.9 Raised 78.5 -3.43 269.3 Raised Wood, Post or Pier 11.0 78.5 1.83 143.3 Base Total: 5071.1 As -Built Total: 229.5 4673.6 INFILTRATION Area X BSPM Points Area X SPM Points 3338.0 14.31 47766.8 3338.0 14.31 47766.8 Summer Base Points: 67119.0 Summer AS -Built Points: 79018.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit CoolingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 79018.2 0.500 1.087 x 1.150 x 0.90) 0.284 0.950 11999.5 67119.0 0.4266 28633.0 1 79018.2 0.500 79018.2 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 11999.5 23999.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB Q.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 3338.0 5.86 3520.9 Single, Clear S 1.0 16.0 39.0 9.90 1.00 384.9 Single, Clear E 8.0 10.0 72.0 12.37 1.12 1002.0 Single, Clear E 1.0 16.0 97.0 12.37 1.00 1202.8 Single, Clear W 1.0 16.0 39.0 13.25 1.00 516.5 Single, Clear E 1.0 17.0 18.0 12.37 1.00 223.2 Single, Clear W 1.0 9.0 15.0 13.25 1.00 198.6 Single, Clear W 1.0 4.0 18.0 13.25 1.01 241.0 Single, Clear S 1.0 6.0 15.0 9.90 1.01 149.7 Single, Clear S 1.0 6.0 15.0 9.90 1.01 149.7 Single, Clear E 1.0 7.8 40.0 12.37 1.01 497.6 Single, Clear E 1.0 5.0 16.0 12.37 1.01 200.3 Single, Clear E 1.0 4.0 9.0 12.37 1.02 113.4 Single, Clear E 1.0 6.0 15.0 12.37 1.01 187.2 Single, Clear N 1.0 6.0 15.0 15.07 1.00 225.5 Single, Clear W 1.0 6.0 30.0 13.25 1.00 398.4 Single, Clear W 11.0 7.0 27.0 13.25 1.10 394.8 Single, Clear W 1.0 9.0 15.0 13.25 1.00 198.6 As -Built Total: 495.0 6284.2 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 335.0 1.80 603.0 Concrete, Int Insul, Exterior 3.0 699.5 3.80 2658.1 Exterior 2209.5 2.00 4419.0 Frame, Wood, Exterior 11.0 1510.0 2.00 3020.0 Frame, Wood, Adjacent 11.0 335.0 1.80 603.0 Base Total: 2544.5 5022.0 As -Built Total: 2544.5 6281.1 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0Exterior48.0 5.10 244.8 Exterior Insulated 48.0 5.10 244.8 Base Total: 66.0 316.8 As -Built Total; 66.0 316.8 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1991.5 0.64 1274.6 Under Attic 19.0 1991.5 0.87 X 1.00 1732.6 Base Total: 1991.5 1274.E 1 As -Built Total: 1991.5 1732.E EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCS13 v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , . PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 151.0(p) -1.9 286.9 Slab -On -Grade Edge Insulation 0.0 151.0(p 2.50 377.5 Raised 78.5 -0.20 15.7 Raised Wood, Post or Pier 11.0 78.5 0.47 37.0 Base Total: 302.6 As -Built Total: 229.5 414.5 INFILTRATION Area X BWPM Points Area X WPM Points 3338.0 -0.28 934.6 3338.0 0.28 934.6 Winter Base Points: 8897.0 Winter As -Built Points: 14094.5 Total Winter X System = Heating Total X Cap X Duct X System X Credit HeatingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 14094.5 0.500 1.078 x 1.160 x 0.92) 0.438 0.950 3370.2 14094.5 0.500 1.078 x 1.160 x 0.92) 0.438 0.950 3370.28897.0 0.6274 5582.0 14094.5 1.00 1.150 0.438 0.950 6740.3 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 28633 5582 12820 47035 1 23999 6740 13118 43857 E'PPASS p4 THE STgl O tl COD wle EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB Q.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details i 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 areas .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 comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the Perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, 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. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 1607.1 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. EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr3. Number of units, if multi -family I SEER: 12.00 4. Number of Bedrooms 5 _ b. Central Unit Cap: 36.0 kBtu/hr5. Is this a worst case? Yes _ SEER: 12.006. Conditioned floor area (W) 3338 ft2 c. N/A 7. Glass area & type Single Pane Double Pane - a. Clear - single pane 495.0 ft2 0.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 W 0.0 ft2 - a. Electric Heat Pump Cap: 36.0 kBtu/hrc. Tint/other SHGC - single pane 0.0 ft2 0.0 ft2 - HSPF: 7.80dTint/other SHGC - double pane b. Electric Heat Pump Cap: 36.0 kBtu/hr8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 151.0(p) fl _ c. N/A HSPF: 7.80 _ b. Raised Wood, Post or Pier R=I 1.0, 78.5ft2 c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallonsa. Concrete, Int Insul, Exterior R=3.0, 699.5 ft2 _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 1510.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 335.0 ft2 _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1991.5 ft2 _ 15. HVAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For BuildingConstructionthroughtheaboveenergysavingfeatureswhichwillbeinstalled (or exceeded) gpinthishomebeforefinalinspection. Otherwise, a new EPL Display Card will be ompleted ,,yyo4 = 9TF0basedoninstalledCcoplifer `s. Builder Signature: Date: I +jAddressofNewHome \ I City/FL Zip. `I'c v5 NOTE: The home's estimated ener pr ormMce dre is only available throu FLAgypfgcomputerprogram. This ism a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar "designation), your home may qualifyfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeO (Version: FLRCSB v3.30) RIGHT-J CALCULATION PROCEDURES A, B, C, DEntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 3338 10.16.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 28691 ft3 x 0.0167 = 335 cfm Isolated zones = 0 cfm 2 Winter infiltration bad Tonal = 335 cfm 1.1 x 335 cfm x 32 °F Winder TD = 11782 Btuh a Winter infiltration HTM 11782 Btuh / 561 ft2 Total window = 21.0 Btuhflt2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 28691 ft3 x 0.0167 = 191 cfm Isolated zones = 0 cfm 2 Summer infiltration bad Total = 191 cfm 1.1 x 191 cfm x 18 °F SurrrrerTD = 3787 Bb h3. Summer infill ation HTM 3787 Bich / 561 ft2 Total window = 6.8 BtuW and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moist.diff. x 191 cfm = 5641 Btuh r-roceaure u - Equipment Sizing Loads 1. Sensible Stung bad Sensible ventilation bad 1.1 x 75 cfm vent x 18 °F Surn erTD - 1485 BtuhSensiblebadforstructure (Line 19) + 47540 BtuhSumofventilationandstructurebads = 49025 BtuhRatingandtemperatureswingmultiplierx0.98Equipmentsizingbad - sensil e = 48044 Btuh 2 Latent sizing bad Latent ventilation bad 0.68 x 75 cfm vent x 43 grAb moistdiff. = 2212 BtuhInternalbads = 230 Btuh x 9 people + 2070 BtuhInfiltrationbadfromProcedureC + 5641 BtuhEquipmentsmugbad - latent = 9922 Btuh onsmimn Uuality is: a No. of Fireplaces is: 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed 4i- wrightsoft Right -Suite Residential- 5.5.06 RSR26014 2003-Feb-28 11:17:10140CAE:\Files\DrHorlon2002\3338\3338.rsr Page 1 I RIGHT-J CALCULATION PROCEDURES A, B, C, DZONE1 DEL AIR HEATING,AIR CONDITIONING,R Job: 3338 10.16.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation" 1. Winter infiltration AVF 0.89 ach x 13339 ft3 x 0.0167 = 197 cfm 2 Wnter infiltration load 1.1 x 197 cfm x 32 °F Wnter TD = 6952 Btuh 3. Winter infiltration HTM 6952 Bhlh / 331 ft2 Total window = 21.0 BtuW and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.51 ach x 13339 ft3 x 0.0167 = 113 cfm 2 Summer iri ation bad 1.1 x 113 cfm x 18 °F SumrwTD = 2234 Btuh3. Summer infiltration HTM 2234 Btuh / 331 ft2 Total window = 6.8 Btuh/112 and door area t Procedure C - Latent Infiltration Gain 0.68 x43 grAb moistdiff. x 113 cfm = 3328 Btuh Procedure D - Equipment Sizing Loads 1. Sensible stung bad Sensible ventilation bad 1.1 x 25 cfm vent x 18 °F Summerm 495 BtuhSensibleloadforstructure (Line 19) + 22882 BtuhSumofventilationandstructurebads = 23377 BtuhRatingandtemperatureswingmultiplierx0.98Equipmentsingbad - sera* = 22909 Btuh 2 Latent sizing bad Latent ventilation load 0.68 x 25 cfm vent x 43 grAb moist.diff. = 737 BtilhInternalloads = 230 Btuh x 6 people + 1380 BtuhInfiltrationbadfromProcedureC + 3328 BtuhEquoTterltstungload - latent = 5445 Btuh onsi action Quality is: a No. of Fireplaces is: 0 Boldlitallc values have been manually overridden Printout certified byACCA m meet all requirements ofManual J 71h Ed t woft rightsRight-Suite Residential- 5.5.06 RSR26014 2003-Feb-28 11:17:10 1Cit\ E:1Files\DrHorton2002\3338\3338.rsr Page 2 RIGHT-J CALCULATION PROCEDURES A, B, C, D ZONE 2iu DEL AIR HEATING,AIR CONDITIONING,R Job: 3338 10.16.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.54 ach x 15352 ft3 x 0.0167 = 137 cfm 2 Writer infiltration bad 1.1 x 137 cfm x 32 °F Writer TD = 4831 Btuh 3. Writer infiltration HTM 4831 Btuh / 230 ft2 Total window = 21.0 BtuW and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.31 ach x 15352 ft3 x 0.0167 = 78 cfm 2 Summer infiltration bad 1.1 x 78 cfm x 18 °F SummerTD = 1553 Btuh3. Summer infiltration HTM 1553 Btuh / 230 ft2 Total window = 6.8 Btuh/fft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/Ib moistdiff. x 78 cfm = 2313 Btuh rrviceaure u - r-quipment Sizing Loads 1. Sensible stung bad Sensible ventilation load 1.1 x 50 cfm vent x 18 °F Slmmerm = 990 BtuhSensibleloadforstructure (Line 19) + 24658 BtuhSumofventilationandstructurebads = 25648 Btuh Rating and temperature swing multiplier x 0.98 Equipment stung bad - Sensible = 25135 Btuh 2 Latent sizing bad Latent ventilation load 0.68 x 50 cfm vent x 43 gr/Ib moist.diff. = 1474 BtuhInternalbads = 1 230 Btuh x 3 people + 690 BtuhInfiltration. bad from Procedure C + 2313 BluhEquipmentOngload - latent = 4477 Btuh onstruction Quality is: a No. of Fireplaces is: 0 Boldlitallc values have been manually overridden Printout certified by ACCA to meet all requirements ofManual J 7th Ed. wrig tSOft Right -Suite Residential- 5.5.06 RSR26014 ACO% E:\Files\DrHorton2002\3338\3338.rsr 2003-Feb-28 11:17:10 Page 3 F-_..__. RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3338 10.16.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project• • For DR HJRR7N moo. w 4ry Desi n Information q 3 :ffip d Mahar Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary Building heat loss 52275 Btuh Ventilation air 0 cfm Ventilation air loss 0 BtuhDesignheatbad52275Btuh Infiltration Method Construction qualityFimplaces Simples Average Area (W) Volume (tt) Air vEquiv. AFF (cfm) tnnHea333 28691 0.70 335 EG i. Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 1 °F Daily range M Relative humidity 50 % Moisture difference 43 gr/b Sensible Cooling Equipment Load Sizing Structure 47540 Btuh Ventilation 1485 Btuh ign ttlpperature swing 3.0 °F n Rate/er ens. 0.98 Total sataequip. load 48044 Btuh Latent Cooling Equipment Load Sizing 2070 BtuhVentilation2212Btuh Cootin Infiltration 5641 Btuth Total latent equip. bad 9922 Btuh28691 0.40 Total bad 966191Req. Wp1y at 0.70% SHR 5.7 ton Heating Equipment Summary Make Wei Trade n/a n/a EHffin/a eating Heating output 0 Btuh Heati tem Actual heating 0 cfm Heating air flowfactor 0.000 dm/Btuh Cooling Equipment Summary Make Wa Trade n/a n/a Efficiency n/a Sensible Cooling 0 Btuh Latent Cooling 0 Btuh Total cooling 0 Btuh Actual Cooling fan 0 cfm Cooling air flow factor 0.000 d n/13tuh SPA thermostat n/a Load sensible heat ratio 0 % Printout certified ACCA to meet allt , by requirements of Manual J 71h Ed. wr114ghtsoft Right -Suite Residential- 5.5.06 RSR26014 2003-Feb-28 11:17:10ACCKE:\Files\DrHorton2002\3338\3338.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY ZONE 1 DEL AIR HEATING,AIR CONDITIONING,R Job: 3338 10.16.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project• • For: DR I CRTON Rotes: ri .:M a e x - Z %Des n Iriformation , 4 F Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary Building heat loss 29218 Btuh Ventilation air 0 Cfm VDesigntheatload 29218 Btuh Infiltration Mdhod Simplified Construction quality Avera o t( He 9Area414C' 1g Volume f) 13339 13339 Air changesilhour Equiv. A (dm) 0.89 197 0.51 113 Heating Equipment Summary Make C2 Trade Efficiency HeafiM input Heating output Heat temp rise Actual ling fan Heating air flow factor Space tiiermostat @ *z 0 Btuh @ 47°F 1200 fcm 0.041 ctn/Btuh Summer Design Conditions Outside db 93 °F Inside db 75 °F 1M °F Daily Relative humidity 50 % Moisture difference 43 gdlb Sensible Cooling Equipment Load Sizing Structure Ventilation 22882 Btuh 495 Btuh t swing 3.0 °FUDsemperatureht. Rate/swing multiplier 0.98 Total sens. equip. bad 22909 Btuh Latent Cooling Equipment Load Sizing Internal 1B Ventilation773377BbahInfiltration 3328 Btuh Total latent equip. bad 5445 Btuh Total equlment bad 28354 Bk h Req. pacity at 0.80% SHR 2.4 ton Cooling Equipment Summary Make CAFfUR Trade Efficiency 10.3 EER Sensible Coding 28400 Btuh Latent coding 7100 Bk h Total coding 355500 Btuh Actual Cooling fan 1200 cfm Cooling air flow factor 0.052 cftVBtuh Load sensible heat ratio 81 % Boldlltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. t wnghtsoft Right -Suite Residential- 5.5.06 RSR26014 2003-Feb-28 11:17:10 E:\Files\DrHorton2002\3338\3338.rsr Page 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY ZONE 2 DEL AIR HEATING,AIR CONDITIONING,R Job: 3338 10.16.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Proiect• • Notes: is Ii BY EJH r s , a • Desi n Info .y A Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 *F Inside db 70 °F DesignTD 32 °F Heating Summary Building heat loss 23057 Btuh Ventilation air 0 cfm VDesignentilation Cleat bad 230577 BBtuthi Infiltration Method Simpffied Constuction quality Average Fireplaces00 Area (W) He 1ng CoMing Volume (" 15352 15352 Air changesl1hour Equiv. AVF 0.54 0.31 dim) 137 78 Heating Equipment Summary Make CAWEIR Trade Efficiency Hag ouW Heatitp rise Actual heating fan Heating air flow factor 0 Btuh @ 47-F 0 1200 fc 0. 052 drruBtuh Summer Design Conditions Outside db 93 `F Inside db 75 °F DesignTD18 °F Dailly Reelatvehhuumidity 50 % Moisture ci ference 43 gdlb Sensible Cooling Equipment Load Sizing Structure 24658 Btuh Ventilation 990 Btuh Design signnttperature swing 3.0 °F Ratelswing multiplier 0.98 Total sens. equip. load 25135 Bluh Latent Cooling Equipment Load Sizing Internal gains Btuh Ventilation741474BtuhInfiltration 2313 Btuh Total latent equip. bad 4477 Btuh Total eeqq29612 Req. trial capacity 0.80% SHR 2.6 tton Cooling Equipment Summary Make C Trade Efficiency 10.3 EER Sensible coding 28400 Btuh Latent cooling 7100 Btuh Total coolling 35500 Btuh Actualcoolingfan1200cfmCooling air flow factor 0.049 dhVBtuh Load sensible heat ratio 85 % Bold/ ltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrlghtsoft Right -Suite Residential- 5.5.06 RSR26014 2003-Feb-28 11:17:10 ICCAE:\FilesXDrHorton2002\3338\3338.rsr Page 3 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 3338 10.16.00 109 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 1 A L O T H V G N H V V H H N HDYRLAWRAHLGCRRGTAA W L Z E M D G Z L O X Y T M R R LAUNDRY ROOM KITCHEN/NOOK a n S b c n 0 d 1 1 90 1.0 1.0 10.0 6.0 30.4 39.0 0.0 FAMILY ROOM b n e a c n 0 d 1 1 90 1.0 8.0 2.0 8.0 54.4 72.0 41.8 DINING/LIVING a n e a c n 0 d 1 1 90 1.0 1.0 10.0 6.0 54.4 97.0 0.0 FOYER DEN/BR5 a n w a c n 0 d 1 1 90 1.0 1.0 10.0 6.0 54.4 39.0 0.0 BATH 2 c n e a c n 0 d 1 1 90 1.0 1.0 10.0 7.0 54.4 18.0 0.0 ACTIVITY ROOM a n w b c n 0 n 1 1 90 1.0 1.0 4.0 5.0 87.4 15.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 3.0 87.4 18.0 0.0anSbcn0d11901.0 1.0 1.0 5.0 30.4 15.0 13.2 SITTING a n S b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 15.0 13.2 MASTER SUITE c n e b c n 0 n 1 1 90 1.0 1.0 1.0 6.8 87.4 40.0 0.0 MASTER WICS MASTER BATH a n e b c n 0 d 1 1 90 1.0 1.0 1.0 4.0 54.4 16.0 0.0 wrightsoft Right -Suite Residential- 5.5.06 RSR26014 2003-Feb-28 11:17:10ACC,A E:\Files\DrHorton2002\3338\3338.rsr Page 1 HALL BATH n. a n e b c n 0 d 1 1 90 1.0 1.0 1.0 3.0 54.4 9.0 0.0 BEDROOM 3 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 15.0 0.0 UPSTAIRS a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 15.0 0.0 BEDROOM 2 a n w b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 30.0 0.0 OPEN TO BELOW a n w b c n 0 n 1 1 90 1.0 11.0 1.0 6.0 87.4 27.0 27.0 BR 4 WIC BEDROOM 4 a n w b c n 0 d 1 1 90 1.0 1.0 4.0 5.0 54.4 15.0 0.0 wr14jhtsoft Right -Suite Residential- 5.5.06 RSR26014 2003-Feb-28 11:17:10tE:\Files\DrHorton2002\3338\3338.rsr Page 2 RIGHT ORKSHEET Entire O%e DEL AIR HEATING;AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 3338 10.16.00 rvwr nr+r r. m to 1 Name ofroom Ermine House ZONE 1 ZONE 2 2 Lffxp ofeposed wd 3535 It 151.0 ft 202.5 ft 3 Roomdrrnadors 4 Ceilings Conck Option 8.6 1 haatlaod d 9.4 ft D n 8.0 ft D n TVF£ CF CST HTM Arm Load (Btrh) Area Load (Btrh) Area Load (Btrh) ArmEDO06l1fEND. Htg Clg m Htg Clg ftm Htg Clg ft Htg Clg Htg Clg 5 Gross a 14B 4.E 21 926 6pwed b 12C 2 1.9 1 1 1 vRhand c 13C 3. 1 partitions d 0.( f01 0. 6 VVidansard a 1C 37. 1349D 1 190 glass doors b 8C 37. 2%1 m Heating c 9C 38. 2246 18 1 e 0. 0,.» 0 f 0. 7 VVixbnsard North 22 11 2490 42 852 68 163E"++ glassdoors NEMW 0. 0 0-0 0 I»» Cooing ENV 61. 21027 184 10023 15B 110SEISW0. 0 0`.,. 0 0 I»» Sots X 1295 39 1186 4 1Horz0. p 0 0 8 Oberdoors a 11A 18. 12 1246 841 1 841 b 11A 18. 12 0 0 c 0. O.c 0 0 9 Net a 14B 4. 21 70C 30 1440 1440 eposed b 12C Zc 1.9 151C 4349 2935 129 34E 233 1390 4003vvaGandc13Cd3.1 1 106E 322 335 106E 392 partitions d OX 0. 0 0 e 0. 0. 0 0fOXOf00 0 0 0 10 Ceilings a 16D 1. 1992 3378 4433 0 0 1992 3378 4433b16D1. 0 p 0 0 0 c 0. 0. p d 0. 0. 0 0 e 0. 0. 0 f 0. 0. 0 0 11 Floors a 22A 25.S 01 151 3914 0 151 3914 Nod: morn b 2DG 2 If A 178 77 0 0 79 178 p-nelerisdispl. c d OX 0.( 0. O'c 0 0 0 0 c 0 0 p forslab a Of O.c 0 0 0 c 0 0floors) f OX Of c 0 0 0 0 0 12 Infiltration a 21.q 6. 561 11782 37871 331 69M 2234 23DI 4831 1553 13 SUAOW bss=6+8..+11+12 47523 20961Lesse4ndheating Lesstransfer 0 14 Dud bss 10° 4752 1lP/ 1(y/ o/ 15 Total bm =13+14 52275 W 23057 16 Int gains: PeoOe @ 300 E"" 2700 6 1800 3 900-» AAPL @ 1 1800 2 180017SwotRSHgain=7+8_+12+16 43218 2M 2241 LelaM cooFg 0essto0 0 Cooing rer6stribution 0 18 Duct gain 10' 42M 10'/ 209D 10/ 2242a/ 19 ToW RSH cg, -(17+18)'PLF 1.00 47540 1AD 10pir Ar d () 2400 240D 1 1200 1 1 I'rhW certified by ACCA tD meet all requirements of Manual J 7th Ed. n"C-0htsoft Right -Suite Residential- 5.5.06 RSR26014 2003-Feb-28 11:17:10AE:\Files\DrHorton2002\3338\3338.rsr Page 1 ZIIGH WORKSHEET NE DEL AIR HEATING,AIR CONDITIONING,R Job: 3338 10.16.00 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 rvrvwr+ x rnta 1 Nonedtoan WWI LAUNDRY ROOM IQ70434NOOK FAMLYROOM151.0 ft 17.0 ft 265 ft 320 ft3 4 Ceings COnci[ Option 9.4 D n 6.0 x 8.5 It 9.4 ft heaBocol 120 x 255 It 9.4 ft heaUcool 145 x 175 ft 9.4 It heaUmol Area Load ( ) Area Lad ( ) ClgE4KSURENO. Ht9 lg f Htg Cig Htg t Htg Clg Cig 5 Gross a 14B 4. 21 m 56 0 301Fpo%d b 12C 2 l.S 1 0 84 0wallsandc13C3111650partitionsd0. 0. 0 0 f 0. 0. 0 6 VMnd nsard a 1C 37. 1 6465 1441 0glassdoorsb8C37. 2661 72 2661Heatingc9C38. 1 697 0d0. 0e0. p 0 7 Wrrbnsard Nash 20. 852 42glassdoorsNEMW0. 0 0 0CoolilgE1N54. 184 loom"" 0 30 i641 South 30. 1186 11 0Haz0. 0 0 8 Otherdoors a 11A 18. 12 1246 841 1 0b11A18. 12 0 0c0. 0. 0 0 9 Net a 14B 4.E 2, 70C 30 1440 25B 115 0 229 1054 471eposedb12C21. 121 346 233 c 0 4,1 131 8, 0Vw%and c 13C 3 1 1055 392 101328 122 165 SK 193 0partitionsdOX0. 0 c 0e f OX Of 0. 0. c 0 0 c 0 0 c 0 10 Ceilings a 16D 1. 2 0 0 0 Cb16D1. 0 0 0 0 0 0c d 0. 0. 0. 0. 0 0 0 0 0 e 0. 0. 0 0 0 0I0. 0.c c c 0 c c c c 0 11 Floors a 22A 25.E OX 151 3914 0 17 441 682 8MNc room b 20G 2 IX c 0 0 pairsIsdispl. c d 0. 1 01 0. 0.( p 0 0 0 0 0 0 0 0 forslab a 01 0. 0 0 c 0 floors) f 0. O.0 c 0 0 c G 0 0 0 12 Infiltration a 21.q 6.E 331 69E2 2234 c q 0 57 1197 72 151 13 Srtbtalloss=S*8.+11+12 Lessexerrnl healinglg 431 Less transfer 0 0 14 15 rer5str>lxr6on Total loss =13+14 10° 26a6 W8 10'/ 103 10'/ 431 10°/ 6061129474668M«» 16 tr11. gain: 1800 0 17 @ 1 Slbtot RSH gait 7+8 +12+16 1800 200010 1 600 1 12D(1 5 0 150( Less eftnal 000ig 495Lessfmr0 Cooling redistribution 0 19 Total RSH 17+18'PLF 1.00 2C 10/ 1D0 84 1U'/ 2D Airrequired () 1200 1200 ml im 4,-] 1 1 27 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wr g! tsOft Right -Suite ResidenrialTM 5.5.06 RSR26014 2003-Feb-28 11:17:10E:\Files\DrHorton2002\3338\3338,rsr Page 2 1 RIGHT - ZONE 1 J WORKSHEET DEL AIR HEATING,AIR CONDITIONING,R Job: 3338 10.16.00 G 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 IVWIVIYiLJ. /YI Cl 1 Namedroom DININGUVING FOYER CEUBft5 BATH 2 LffO ofeposed va 23.0 It 15.0 ft 31.0 ft 6.5 ft3Roomdrnerreons23.0 x 18.0 ft 8.0 x 16D ft 11.5 x 15.0 ft 6.5 x 145 ft4CeilngsCorAOption9.4 1 hedkod 9.4 ft heakool 9.4 ft heatbod 9.4 ft heaYood TYPECF CST HTM Area Load(Btih) Area load(BA11) Area Load(Bh11) Area Load(BtJ1) BTUS IRE NO. Htg Clg ft) Htg Clg OF) Htg CIg fF) Htg C19 OF) Htg Clg 5 Gross a 14B 4. 21 21 0 2A 61 EVosed b 12C ZE 1. 75 0 pv4&and c 13C 3 1 p partitions d 0. 0. 0 f0. 0. p 6 V*xbosard a 1C 37. 3666 39 1441 0glassdoorsb8C37. 0 0Heatingc9C38. p 18d0. 0e0. 0f0. 0 c.... 7 V\l xWsard North 20. 0 0 pglassdoorsNEMW0100pCoolingEW54. E277 0 0 21 18 979SUSW0. 0 0 1 pSouth30. 0 0 pHorz0. 0 c 0 0 8 Olherdoors a 11A 18. 12 0 612 0b11A110. 12 0 0 c 0. 0. 0 0 0 0 9 Nr3 a 14B 4. 21 11 519 245 252 11 43 1epcsedb12C21. p 21 14C pwallandc13C31. 0 0partitionsd0. 0. 0 0 c 0 e 0. 0. 0 0 pf0. 0. 0 c 0 0 10 Wings a 16D 17 2 p 0 0 pb16D1. 2 0 0 c 0. 0. 0 0d0. 0. p p p e f 0. 0. 0. Of c p 0 p 0 p000 11 Floors a 22A 25.E 01 596 0 1 31 8D1 7 1Nole: roorn b 27G 2 1. p 0 rsdpl. c d 0. 0.((0. 0. 0 0 0 forslab a Of 0.c c 0 c 0 0floors) f OX ox c 0 c c 0 12 Infiltration a I 21.q 61 91 20371 655 1008 324 39 819 2q 18 122 13 SrbW loss6+B +11+12 6M limLessederMheating0 1442 Less transfer 0 14 ack 15 Total loss =13+14 101 6-9 7445 19/ 10'/ 100/ 144 4650-- 1596 16 Int gals: people @ 300 1 300 0""0 0 p 2+16 1270 0 p17WRSHgair-7 6477 1159 edardr 0 11 Less transfe Cooing recisfibrfion p18 19 Dud gain Total RSH gai+17+18) PLF 101 1.00 648 7125 1(Y/ 1.00 116 1275 10Y/ Z 10o/ 11 20 Air requred (dn) 306 374 1 1.00 191 31 1 1A0 65 1 Prirltolit certified by ACCA to meet all requiremalts of Manual J 7th Ed 149p` wr ghtsoft Right -Suite Residential- 5.5.06 RSR26014 2003-Feb-28 11:17:10E:\Files\DrHorton2002\3338\3338.rsr Page 3 RIGHT-J WORKSHEET ZONE 2 DEL AIR HEATING,AIR CONDITIONING,R Job: 3338 10.16.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 IVYYVIYiL .. /YI M 1 Namedroorn ZCNE2 ACTIA YROOM SITTING NWSTFRSUfTEM202.5 ft 420 ft 10.0 ft 31.5 ft3 4 F adues Ceilngs Condt. Cpfion 8.0 D n 26.0x 145ft 8.0 ft heefbod 14.0x 10.0ft 8.0 ft heatooal 18.0x 13.5ft 8.0 ft heatbool Httgg ) Am Htg ( ) D OSURE NO. Htg Clg Clg Clg Htq Clg ft') HTtg Clg 5 Grass a 14B 4. 21 c 0 0 0EVcsedb12Czi1.9 1 336 80 2E2voltsandc13C31000partitionsd0. 0. 0 0 0- e 0. 0. 0f0. 0. 0 6 Wrlbnsard a 1C 37. 1 7tTZ2 177 1 554 pglassdoorsb8C37. 0 0Healrgc9C38. 4C 1519 0 0 40 1d0. c 0»- 0e f 0. 0.( 0--0 0-- 0 c 0-- 0 7 Wrxbmard North 241 163E 1 289 1 0glassdoorsNEW0. 0 0 0CoolingEMI6911110013328D440 3496SESW South 0. 30. 0 109 0 0 0Horz0. 0 0 8 Otudoors a 11A 18.E 12 0 b 11A 81I 12 0 0 0c010. 0 c 0 9 Net a 14B 4. 2, 0 0 0eposed voltsand b 12C c 13C 2 3 1. 1 1390 4003 2702 0 2BE 829 561 c 6E 18, 126 212 611 41 pew d 0. 0. 0c 0 0 0 e f 0. 0. 0. 0. 0 0 0 0 0 10 Ceilings a 16D 1. 1 33713 4433 377 63S 839 140 231 312 243 41 541b16D1. 0 0 0 0 0c d 01 01 0. 01 0 0 0 0 0 0 e f Of 0. 0. 0. 0 0 0 c 0 00c0 11 Floors a 22A 25. 0. 0Nod: room b 20G 2 1. 17E 77 42 41 1 0 1 0 0 0 0peinelersdispl. c d 0. 0. 0. 0. 0 0 0 0 0 frxslab a 0. 0. 0 0 0 Boors) f 0. 0. 0 0 0 0 12 Infiltration a 21. 6. 4831 1553 1 324 15 315 101 40 13 Srbbtal loss 6+8.+11+12 2D961 434E 1317Lesselarnalhe*U 341 14 Heatirg 15 Total loss =13+14 10' 2096 23W 10'/ 1ly/ 132 10 % 341 4781 144E,,, 3753 16 Int gaits 300 90D 2 600@12000 1 17 Subbt RSH9wF7+8_+12+16 2241 5672 0 Less ederrral 00 501 Less transfer Cooing rrtion 0 10o/ 18 19 Dud gain Total RSH gair=(17+18)-RF 101m im 2242 246564658 10%/ 1.00 557 10% 87 51 20 Air required (dn) 1200 6129 298 1.00 1.00 d 5t 1 41 1 2M Printout certified by ACCA m meet all requirements of Manual J 7th Ed wr gF ittsof t 'A` Right -Suite Residential- 5.5.06 RSR26014 2003-Feb-28 11:17:10Right-Suite Page 4 RIGHT-J WORKSHEET ZONE 2 DEL AIR HEATING,AIR CONDITIONING,R Job: 3338 10.16.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 rvrvvu in t,a 1 Namedm= MASTERWKS MASTERBATH HALL BATH BEDROOM32L)hdeQosed Ad 7.0 It 10.0 ft 5.5 ft 26.0 ft3Roomdrnaws7.0x 18.0ft 10.0x 18.0ft 5.5x 18.0ft 115x 14.5ft4CeingsContOption8.0 haalbcol 8.0 ft heeff000l 8.0 ft heaV000l 8.0 It heelboal TYPEOF CST HTM Area Load(Bhh) Area Loadith) Prey LoadW) Area Load@W) DF06URE ND. Htg I G9 ft2) Htg Cig ft2) Htg Clg W) Htg Clg fj2) Htg Clg 5 Gross a 14B 4. 21 0 0 0 yr band c 13C 3 1 0 0partitionsdOX0. 0 0 6 V*xbnsad a 1C 3" 1 591 15glassdoorsb8C31. 01p0 7 V*xbvsand North 24. 0 0 0 0glassdoorsNEMW0. 0 0 0 0CoolingEW69101870949015 81 South 30. 0 0Horz0. 0 0 0 8 Olherdoors a 11A 18. 12 0 b 11A 18. 12 p 0 0c0. 0. 0 0 9 Net - a 14B 4. 0 0 0 c00 0 0eposed Ovals ad b 12C c 13C 2 3 1. 1. 161 1 0 0 184 124 c 101 193 55ti 371 parhtias d 0. 0. 0 c c 0 c 0 0 0 e f 0. Of 0. 0. C0 0 0 C c C 0 c0 10 CeHhgs a 16D 1. 1 214 29D 18( 401 1 22C 167 283 371b16D1. 0 0 0c d 0. 0. 0. 0. 0 0 C 0 0 e f 0. 0. 01 0.c c 0 0 p c c 0 0 c0 11 Floors a 22A 25 0. 0Nolo: room b 2DG 2 1. 0 0 0 perirs9errsdispl. c d 0 0 0. 0. 0 0 0 0 0 0 0 0 forslab a 0 0. 0 0 floors) f 0 0. 0 0 0 12 Irftaton a 21.1 6. 01 1E 33E 108 184 61 15 315 101 13 Srbbtal bss=6+8-+11+12 375 141Lessedarglheatrrg 1 Less transfer 10' 14 15 red r6an Total lass =13+14 37 412 19/1 1 10/ 71....10°/ 171 1 187S 16 tr1L gals: People @ 0 0 01210 c 0Appl 17 Subbt RSH gain=7++12@16 9 15CK 0 83E_ 1664 Less trardw 0 18 19 Duct gain•»_ Total RSHgair=(17+18)'PL.F 10° 100 39 4 e 1.00 150 1Q/ 10 % 1 2a Air required (cbn) 211 21 81 1654 1A0 1A0 1 Pfv W certified byACCA to meet all requirements ofManl.lal J 7th Ed wrrgl irtso t Right -Suite Residential- 5.5.06 RSR2601446AE:\Files\DrHorton2002\3338\3338.rsr 2003-Feb-28 11:17:10 Page 5 RIGHT-J WORKSHEET ZONE 2 DEL AIR HEATING,AIR CONDITIONING,R Job: 3338 10.16.00 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 rvwrvc>F+ r. m m 1 Narredmon UPSTAIRS BEDROOM2 CPENTOBBJDN BR4WIC2Lenglhofeposedwai7.0 ft 295 ft 7.5 ft 0.0 ft 3 Roorncir>aeons 7.0 x 220 ft 115 x 145 ft 75 x 13.0 It 6.0 x 7.0 ft4WingsCoraOption8.0 heak of 8.0 ft heelbool 8.0 ft heWcool 8.0 ft heatood 7WE OF CST HTM A. rea Lo W) Area Load (Bti11) Area Load W) Arm Lid W) E>PO& - ND. Htg CIg Htg Clg fl) Htg Clg ftz) Htg I Clg fly Htg Clg 5 Gross a 14B 4. 21 0 0 0 Fposed b 12C 2c 1.9 5E 236 60 0Ovalsandc13C3. 0 0 Partitions d 0. 0. 0 e 0. 0. 0f0. 0. 0 6 V*xbmad a 1C 37. 11 27 0glassdoorsbBC37. 0HeeCrgc9C38. 0d0. 0 e 0. p 0 7 Widotsard North 24. 1 306 0glassdoorsNEdJW0. 0 0CooigFJW69. 0 30"" 1632 0"" p Horz 01 0 0 8 Othffdoors a 11A 18. 12 p 0b11A18. 12 0 0 c 0. 0. 0 p 9 Net a 14B 41 2, 0 0 0 c 0 0aPJosedb12C21. 41 118 80 206 593 400 0waF, and c 13C 3 1 0 0 c 0 0partitionsd0. 0. 0 0 e 0. 0. 0 0f0. 0. 0 0 10 Ceilings a 16D 1. 2. 154 251 343 167 371 1 21 42 71b16D1. p 0 c 0. 0. 0 0d0. 0. 0 0 e f 0. 0. 0. OX 0 0 0 0 0 0 0 11 Floors a 22A 25. 0. 0 C 0 0Nolo: room b 23G 2. 1. 0 0 00 0C 0 0 rs dperr.r'pd,w c d Of 0. 0. 0.( c 0 0 c c 0 0 0 0 forslab a 01 OX 0 c 0 0 0 0 0 0floors) f OX 0.c 0 0 0 c 0 12 Infiltration a 21. 6.E 11 315 101 203 1 0 13 SubloW loss 6+ +11+12 1240 1ex Less alhhealing 71 Less transfer 14 Dudbss 10' 125 1/ 2i1 1U'/ 1 10°/ 15 Total loss =13+14 1374 78 16 Int gains: People @ 300 c p 1200 0 17 Slbkt RSH gai F7+8.+12+16 ggp 2606 1257 0 Less adarnalcooFg 0Lesstransfer0 18 19 Cooing nxistbulion Dud gain Total RSH ga"17+18)-PLF 10° 1.00 0 83 913 10'/ 1.00 2i1 10'/ 1 10°/ 20 Air required (cin) 71 44 1 2867 140 1A0 1 1 100 1 Pr YhA certified by ACCA to meet all requiremeft Of Manual J 7th Ed wrrrgF7tspi tAft Right -Suite Residential- 5.5.06 RSR26014 2003-Feb-28 11:17:10E:kFiles\DrHorton2002\3338\3338.rsr Page 6 RIGHT-J WORKSHEET0ZONE2 l DEL AIR HEATING,AIR CONDITIONING,R Job: 3338 10.16.00 109 COMMERCE_ STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 NWIVWil- .. in 1 Naredroorn BEDROOM4 2 Lengthdeposedval 1 26.5 ft 3 Roorndrnamom 19.0 x 10.5 ft 4 Ce&xgs Conk Option 8.0 1 heatr000l TYPECF CST HTM Area Loadw) Area Area AreaDFOSUFENO. Htg I Clg Htg Cig Htg Clg Htg Clg Hig CIg 5 Gros a 14B 4.E 21 c---- 6 ased b 12C 2 1. 21 vials and c 13C 3 U c--'- partitions d 0. Of c--.- e OX 0. f 01 0. 6 Wrrbmard a 1C 37. 1 554 glass doors b 8C 37. Hea6ig c 9C 38. e 0. 0 7 V*xbv6 and North 24. 0 glass doors NEMW 0. 0 Cooku ENV 69. 1 816 SEISW 0. 0 South 30. 0 Horz 0.( 0 8 Cd)erdoors a 11A 18. 12 0 b 11A 18. 12 0 c 0. 0.1 0 0 9 Net - a 14B 41 2, 0 0 eposed b 12C 2E 1. 197 567 383 walls and c 13C 3 1 0 partitions d OX 0. c 0 e 0. 0. 0 f 0. 0. 0 10 Ceilings a 16D 1. 33B 414 b 16D 1. 0 c 0. 0. 0d0. 0. 0 0 e 0. 0. 0 f 0. Of 0 0 11 Floors a 27A 25.E Of 0 0 Note: room b 20G 2 1.c 71 60 25 c 0. 0. 0rsd ppl d 0. 0.( 0 0 for slab a OX 0.c c 0 0floors) f 0. 0. 0 12 Infiltration a 21,q 6.E 11 315 101. 13 Srbblallossdi+8.+11+12 1835 Less ederrnlhea6ng Less trasfer 0 recfis 14 Ductloss 101 184 TM-- o/ o/ 15 Total loss =13+14 2019 16 Int gals: People @ 300 1 0 1200 017SblotRSHgain=7+8.+12@16 177Lessadernal000ir>g 0Lesstransfer Cooing redistribution 0 o 19 Total RSH g*r=(17+18)-PLF 1.00 19472DIAirrequired (dm) 105 95 PrintoLtt certified by ACCA to meetall requirements ofManual J 7th Ed wr gF7tsgFt P` Right -Suite Residential- 5.5.06 RSR26014 2003-Feb-28 11:17:10Right-Suite Page 7 31 kl.th duct 3' bath duct bath Wuct 19 t, —Of o roof cap1Zn.. f—IlDht loin cd so to 1-I-d 10.6 1 ..d 140 go rag DxIO rag 9. IP12 6'. 7' a .6 I..d140 91 jj;Fcd 12xl-" r i; 6' 1ex6l lwcd 12.6:1*cd ISO 50 lo.lu 2—d is * 11 *"ipV--n r loo plat bybid, RlYRIO= cia bath duct roof cap, Must have OL Minimum clearance of 4 JnCh2S around the olr nariater per the State Energy code. Att duct has an r=6 Insulation value. 70- 222