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Home My WebLink About103 Calabria Springs Cove - BR01-002450 - SFH (A)PERMIT ADDRESS CONTRACTOR Beazer homes uorp. 215 N. Westmonte Dr. ADDRESS Altamonte Springs, FL 32714 407)339-4114 CBC 053044 PHONE NUMBER PROPERTY OWNER 17a V' PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE r SUBDIVISION LAI, . PERMIT # C ( Z DATE ( IZ,91 PERMITDESCRIPTION PERMIT VALUATION SQUARE FOOTAGE" d d M Peon it No CYPY OF SANFORD PERM lT APPL3CATION Dam: aAftAPAft D escrVdDn ofW ork: Type of C onstaactim: 4Atladz Proofof0wI.Kn p & Le.lDes=pthn) Fbod Zone: V aliat bn of oik: $ iA --) +f o n '- ' O oo pancy T ype: V' R emzlenbal Can meuaai kidUSb3a1 N un berof Stories: N un berof D w ellmg U nits: Zoning: TotalSq la Footage: d— 0 w ner. ' Addr>;ss: N. + k 1 -fl Zip: C ity: State: Phone No.: V' 1r3 3 Ll1.1 FaKNo.: L ' 1 .?' -q t (a (C C ontaclor J v-'a AckJ : 1 .S j (A - City: ,). i 0- State:_ Z AD:!))71 1 f i / State Ls^sse No.: Phone N o.:I- r -- ' ,i t o Fax N o.: y ' `^ 3 J- to C- v , ContactPermon: Q.ylck _ i. ti 1 i `J Phone No n- k Title H ober of other tfm 0w nett : ti Aridn : B onding C om pany: - A M ortgage Lender. rt — Addnem: A mhilmt: n Phone N o.: Add Fax N o.: A pplicatim is heteby madeto obtain a pear itto do thew ork and kista) abons as indcated. I cetrify thatno w ork or insmIbt bn has com m eneed prior m the is.ntance ofa pear itand thatallw otk w illbe perfnan ed tD m eetstandaais ofaIllaw s regubting oonsauct hn in this jarisdiotion . I undemand thata separate pear itm ustbe seatmd forEL EC T R ]CAL W 0R K , PLUMB IN G , SIGN S , W ELLS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,andAIR CONDITIDNERS,eM. OW N E R IS A FFIDA V Ir : Icertify thatallof the biegoing infbim anon isaccurate and titatallw odc w Mbe done in mm pliancy w itt, allapplicablelawsmgulatingoonstmctonand zoning. W ARNING TO OW NER:YOUR FAILURE TO RECORD A NOTICE OF COMM ENCEM ENT MAY RESULT IN YOUR PAYING TW rE FOR NM PROVEM ENTSTO YOUR PROPERTY. IFYOU INTEND TO OBTAIN FINANCING,CONSULT W 1TH YOUR LENDER OR AN ATTORNEY BEFORE RECORD PIG YOUR NOTICE 0 F COM M EN CEM ENT. N 0 T IC E : In addition In the mquimm ents ofthispear iL them m ay be additional msbict ins applicable to Ibis property thatm ay be found in the public mmaisoftiis county, and them ay be addildonalpean its requited fain othergovemm entalen[ such as w ate= anagen entdisui7s, state agencies, orfedetalagencies. Acceptanceofpeanitisveribcaba atIwillnotifyt,eownerofthepopertyofthemquimmentsofPbudaLienLaw,FS i13.) S 36f0 w nerd4 gent D ate 19igniatam of C 6nt2a=rA gent Date 1TWa /' —, e 1-47-SRAPAW1612- PrhtOwnerAgent'SNana PlsntContwbrAg tsNane MAIN SnaN otaiy8tate o S taLy 51atE 4 m aY' O w nerA gentis t;: Pmduced ID C ontmcmrA gentis _ Pemonally K now n ID M e or Pmdticed ID APPLI;ATIM APPROVJD BY: * 4 /Cp I T D aiQ: / 0 ccl -. 10/08/2001 12:18 4073306599 POOLS BY BRADLEY PAGE 01/02 To: From: Date: Note: COVERSHEET 1450 Kastner P1. • Suite 112 Sanford, FL 32771 Tel: 407.323.SWIM Fax:401.330.6599 CPC W56613 of Pages (ind. cover: 10/08/2001 12:18 40733065139 POOLS BY BRADLEY PAGE 02/02 1450 Kastner Place • Suite 112 Sanford, FL 32771 To Whom. It May Concern: City of Sanford Pools by Bradley has submitted a pool permit for Lot 37 Calabria Cove, as of 10/08/01thatLotnumberhasbeenchangedtoLot36CalabriaCove. Beazer Homes has not yet submitted new paperwork for their permit. When this happens our permit needs to be changed. Please let us know when this takes place. 1 thank you for all your help. If you have any concerns please give me a call @ 407-323-7946. Thanks, Marsha Tel! 407,323.7946 • Fax: 407.330.6599 CPC #056673 JOANN JOHNSON - Re: Pool Permit for reivew 9 lot 37 Calabria Springs Cove Page 1 From: BOB WALTER To: JOANN JOHNSON Date: 10/2/01 10:37AM Subject: Re: Pool Permit for reivew @ lot 37 Calabria Springs Cove This lot is okay with me assuming its not within a drainage easement, and no filling is allowed within the easement. If any slopes are steeper than 3:1 then they must have a retaining wall. JOANN JOHNSON 10/01/2001 3:18:13 PM >>> DO you guys think we can relase this after it's reviewed? Jo -Ann LIMITED POWER OF ATTORNEY Date: f: p--V -"2-6 , l 0 i I hereby name and appoint 4-ro to K7 A.,-r t5 U NVi!- 1(L Of o t ___ReP-,o Le to be my lawful attorney In fact to act for me and apply to C a S 7 L for A ermit for work to be performed At a location Described as: Section Township Range Lot,_ Block Subdivision Csl CJr GI czvl C', -A!OA cck-v Address of Job Owner of Property and Address) and to sign and do all things necessary to this appointment.`) y l )6u lu UV U XS m U,-J Q L) Type or P,,: i.nt jparnoy ,of Certified Contractor and License #) Signature of Certified Contra) tor Acknowledged: A i APT -Si 6x) o u R C Sworn to and subscribed before me this b Day of k A. D CO C 1 Nia'ulic, State of Florida Seal) My Comrrii i n xpires: 1-28-199S 5:lSPM FROM P. 2 CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: Uate: == 00 The undersigned hereby applies for a permit to install the following electrical: Owners Name: t -Y&I, Address of Job: Electrical Contractor: Residential: Non -Residential: Number Amount Addition, Alteration, Repair Residential R Non -Residential New Residential: AMP Service New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Others o Description of Wont: q < e It f-,%% Sq bb to,,, Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City Sig a0023)_5 State License Number L lc LIMITED POWER OF ATTORNEY Date: hereby name and appoint_ 4k-1f-V k C f-f i 4 r 3k(4 . VAJ i OfROO L—S k 3eADLE Y to be my lawful attorney In fact to act for me and apply toJ _cQ, for A permit for work to be performed At location described as: Section Township Range Lot ' I Block Subdivision Owner of Property and Address) and to sign and do all things necessary to this appointment. Type or re Acknowledged: Sworn to and subscribed before me this M 3a- 1-f Cont6# tor and License #) ontrcictor) Aft * jr C, 6 x3wriAg o Day of L A.D.ab6 Notary Public, StateNof Floi Seal) My Co 1 SEANNO @tffiY FUNDA.'S NAT a Gl :" Permit # Residential Swimming Pool, Spa and Hot Tub Safety Act Notice of Requirements I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at t- 61 it *, O" , and hereby affirm that one of the following e ge Print street nad e"I methods will be used to meet the requirements of Chapter 515, Florida Statutes. please initial the method(s) to be used for your pool) The pool will be isolated from access to the home by an enclosure that meets the pool barrier requirements of Florida Statute 515.29; The pool will be equipped with an approved safety pool cover that complies with ASTM F1346-91 (Standard Performance Specifications for Safety covers for Swimming Pools, Spas and Hot Tubs); fk All doors and windows providing direct access from the home to the pool will be equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self -closing, self -latching devices with release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection, or whenthepooliscompletedforcontractpurposes, will constitute a violation of Chapter 515, F.S. and will be considered as committing a misdemeanor of the second degree, punishable by fines up to $500 and/or up to 60 days in jail as established in Chapter 775, F.S. CONTRACTOR'S SIGNATURE & DATE CONTRACTOR'S NAME (PLEASE PRINT) r . , 2! OWNER'S SIGNATU & DATE 7nu-cuj OWNER'S NAME (PLEASE PRINT) C3TY OF SANFORD BUILD3NG DIVISIDN OW NER/$UILD,ER AFFjDAVIT CONSTRUCTmN CONTRACT3NG 0 w ners of property w hen acting as their ow n contractor and providing direct, onsite supervision them selves of all w ork not perform ed by licensed contractors, w hen building or im proving farm outbuildings or one-fam ily or tw o-fam ily residences on such property for the occupancy or use of such ow ners and not offered for sale or lease, or building or im proving com m ercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such ow ners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the ow ner-builder w ithin 1 year after com pletion of sam a creates a presum ption that the construction w as undertaken for purposes of sale or lease. This subsection does not exem pt any person w ho is em ployed by or has a contractw ith such ow ner and w ho acts in the capacity of a contractor. The ow ner m ay not delegate the ow ner's responsibility to directly supervise all w ork to any other person unless that person is registered or certified under this partand the w ork being perform ed is w ithin the scope of that person's license. Forte purposes of this subsection, the term "owners of property" includes the ow ner of a m obile hom e situated on a leased lot. To qualify for exem ption under this subsection, an ow nerm ustpersonally appearand sign the building perm itapplication. State law requires construction to be done by licensed contractors. Y ou have applied fora peim itunder an exem ption to that law . The exem ption allow s you, as the ow ner of your property, to actas your ow n contractor w ith certain restrictions even though you do not have a license. Y ou m ust provide direct, onsite supervision of the construction yourself. Y ou m ay build or im prove a one-fam ily or tw o-fam ily residence or a farm outbuilding. Y ou m ay also build or im prove a com m ercial building, provided your costs do notexceed $25,000. The building or residence m ustbe foryourow n use or occupancy. Itm ay not be built or substantially im proved for sale or lease. If you sell or lease a building you have built or substantially im proved yourself w ithin 1 year after the construction is com plete, the law w illpresum e that you built or substantially im proved it for sale or lease, w hich is a violation of this exem ption. Y ou m ay nothire an unlicensed person to actas your contractor or to supervise people w orking on yourbuilding. It is your responsibility to m ake sure that people em ployed by you have licenses required by state law and by county or m unicipal licensing ordinances. Y ou m ay not delegate the responsibility for supervising w ork to a licensed contractor w ho is not licensed to perform the w ork being done. A ny person w orking on your building w ho is not licensed m ustw ork under your direct supervision and m ustbe em ployed by you, w hich m eans thatyou m ustdeductF.I.0 A .and w ithholding tax and provide w orkers' com pensation for that em ployee, all as prescribed by law . Y our construction m ust com ply w ith all applicable law s, ordinances, building codes, and zoning regulations, I, _ i y'_( do hereby state that I am qualified and capable of perform ing the requested construction involved w ith the perm itapplication filed. I w ill assum e full responsibility as an 0 w ner/B uilder C ontractor, and w ill personally supervise all w ork allow ed by law on the perm itted structure. 0 w ner/B uilder S ignatrre D ate D --- o-i --- PrintO w ner/B uilderN am e 0 w ner is _ Personally K now n to M e orhas Produced ; D Pb I Herx t& Associates Inc. Land Surveying455DouglasAvenueSuite1455, Altamonte Springs, Florida, 32714 (407)788-8808MemberoftheFloridaSurveyingandMappingSocietyandAmericanCongressonSurveyingandMapping j j• rf" t \\ P. 0, B ttk'•/ t e,t:i o' `i j)r 1^.z" ` gar'<"i' rr a •s •w ae. M 0. P•0.C. W HE CORNER Of NW 1/4 ° w 1/4, SecrION " JJ•IO•JO h REFERENCED BEARING 8 N 09'4J'2I'w le7J.J61 Lor Jr Map of Survey K0 REPLAF PLA/ BOOKOOK 30. PAGCESE$ 77 ! L I NE BEAR I NO DISTANCETe LI L I N 69'45'S8'w 60 00' L 2 S 89.40'49'E 60 00 O 0 I ry 1IFr O TODqAE EAsEueNr J6 2N O BDING o9.1. FT, O Lo 10.010.0 ANAI 7e. r wP• 64 EA 0• I/0DOAR EXT rwo (11DENCETIN,EV.: 50.3oLorJsOD V 4; a u 44 D Verricd dotLm is bosed on NGV0 Per Engneer- Ing construction pknsby &rkett Engneerng he ro s o.o SETBACKS' SITE DATA Project No. 97093 ( From 25' Reor 20' WEROM S0. FT. , 302 x FLOOD HAZARDDATA: Side 75 ' Corner 25' LOT SO FT Me Po c•1 shoat hereon ks airlY Flood Zone X: e I M P E R V 10 V S AREA • 2.755 SO.. FT. occurcin to theFederalEmergsnctA9wterryryRa;son 7Lp1R1CaeNmberAS04• ! 2 P. Doted Mod, rd 1 9r9 6. t Note: Beon gqs shown hereon o e referenced to the C/L of CALA(3RlASPRNGSCOVEosben9N89. 40 49• W 45.37' L7OOCATCH BASIN P.C.P. C/L CALABR/ A SPRINGS COVE N 89'40.49'W 954,46' 50' R/W) TRACT F REFERENCED BEARING PRIVATE ROAD. DRAINAGE6UTILITYEASEMENTProposedLot36, " Calabria Cove" Subdivision, City of Sanford, Seminole County, Florida. Legal Description : A parcel of land lying in Section 33, Township 19 South, Range 30 East, City ofSanford, Seminole County, Florida described as follows: Commence at the Northeast corner oftheNorthwest %4, of the Southwest %, of said Section 33, thence N89°43'21 "W, along the north line of Southwest %4, ofsaid Section 33, as a basis of bearing, a distanceof673.36'; thence S 00*50'30"E, a distance of 997.2111 to the north line of thesouth5chainsofthewest11 %2 chains of the Northwest '/4, of the Southwest of said Section33 ; thence S 89G45'58"E, a distance of 2.51', to the Northeast plat comer of theproposedCalabriaCovesubdivision; thence S 00'06'39"W, a distance of 330.00', alongtheeastproposedplatboundary, to the Southeast plat corner of said proposed subdivision; thenceN89°45'58"W along the south proposed plat boundary, a distance of 248.911 to the Point of Beginning; thence continue along said south line, a distance of 60.00% thence N 00*19' 12"E, a distance of 151.97; thence S 89°40'49"E, a distance of 60.00'; thence S 00' 19' 12"W, a distance of 151.88' , to the Point of Beginning; containing 0.21 acres more or less. General Notes: 1. This is a BOUNDARY Survey performed In the field on Proposed 2. No aerial, surface or subsurface utility installations, underground improvemen(s 0r subsurface/aerial encroachments, if any, were located. 3. Building liesshownaretotheexteriorunfinishedfoundationsurfaceorformboard. 4. Elevations shownhereon, if any, are assumed and were obtained from approved Construction plans providedbytheClientunlessotherwisenoted, and are shown only to depicttheproposedoractualdifferenceinelevationrelativeto (he assumed temporary Benchmark shownhereon, 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of -wayofrecordwhetherdepictedornotonthisdocument. No search of the Public Records hasbeenmadebythisoffice. 5. The legal description shown hereon is as furnished by client. Platted and measureddistancesanddirectionsarethesameunlessotherwisenoted Oenotes h' IronrodwithyellowplasticcapmarkedL84937orLS3182, or iron rod withredplasticcapmarked'Witness Corner, unless otherwise Holed. Denotes P. C. P, (Permannnt :ul nru. ,ru.'r t l Denotes Permanent nOterenceIV-o. w mem corn!/cation: Not : alld ivl(h6ur (h/ s;g o/ a Floridnatl,ra any LATeInal raised sea! a IICVAI oQ SvrvaynrLndMopporThissurveyDee„ the !eo ll r is of the Fbrlda MlnLaum Technical Bards as cc,.:Ial.^od ogle 6 f t h Florida Adium, radv4Code. Willem A. Herx, ? L. S. fkcdda Re /stored lend Survesor Nn. i62 Oaree 1. Prlemlu•le0itl, P.S.M. Istered Survoyor and Mapper No. 6030 WBllsm R. Herx, P.S.M. f:a91sior d ourvoyor and A.IOPpu No. 6002 Herx 4 Assoc/alaslr.c., Staie or h7Jr1041 e AP77 Legend D Temporary Benchmark O' S Onset assumed datum) O.R. B. official Records Book BOW Back Of sidewalkPaPlatBookCK• Cenlerline PC PointofCurvatureGCentralor (Della) Angle PCC. Point of Compound Curvature CALC ce Calculated P.C. P. Permanent Conlroi Point Chord Bearing PG. PageCDC.M. ChordConcrete Monument P. R. M. P/ L Permanent Reference Monument Properly Line EL. orELEVElevation (Proposed) P.O.B. Point of Beginning FINAL EL. Elevation (Measured) P.O. C Point of Commencement FO. Found Fin Ft. Elev. Finished Floor E/evslion P.f PRC. Point of Intersection Point of Reverse Curvalure I.P. I.R. Iron Pipe PT. POin(Of Tangency L Iron Rod R Radius La Arc Length RAO Radial Line LS. Licensed Business RES, R•Sldence Mee Land Surveyor Measured R/W TBM Right- of-way Temporary Benchmark N/O( N90) NallandDiskTYPTypicalN.R. Not RadialFencesm001Y ($ee drawing) X--X Fence symbol ($ae drawing) Sketch of Legal Description 11 This is not 0 Survey 0rora 6Y: OL Ckoakod 47: OP Pro1ero4f For: BEATER Jeb Nr.or: 0/•005.OT s..t. ,•. 4D Pori:.yy Lol Plei IIo.:0O1001 Plot >le•Por lor.alr 10.0J•0I Foral.l Fi.olsrrrrY:r tI -IT-11 4y 0 swl Ceti 16, -o Ilk f, 'I V-4 7- 0 A 8 C D POOL TYPE NOESS REMARKS L FOR RESIDENTIAL POOLS UP TO WATER DEPTH OF 8' 0' $3 REBAR 2' (I.C.£.W OVER 9'-0" SPECIAL ENGINEERINGREQUIRED AND IS NOT A PART 13F THIS DRAWING SPECIFICATIONS, WALL THICKNESS SMALL BE SUCH AS TO PROVIDE CODE COVER g w: OVER REINFORCING, FOR OVER 9` 0', SPECIAL DESIGN '.REQUIRED. POOL SECTION Z. CONCRETE COVER OVER REBARS MUST COMPLY WITH ALL BUILDING CODES. TIC PRESENCE OF GROUND WATER: AT EXCAVATION WILL REQUIRE, N.x_S. DESIGNED ENGINEERING. THIS POOL,TIC HYDROSTAONALTATICUPLIFT I"ORCE& T p ERSHALLNEV€R BE REMOVED J! FROM THE POOL STRUCTURE UNLESS ALL HYDROSTATIC UPLIFT FORCES ARE TOTALLYREMOVED..: 3. REINFORCING BARS SMALL CONFORM TO ASTM-AIS-58 I AND A34-58 T. 4. THE POOL AREA SHALL BE FENCED PER COUNTY OR CITY ORDINANCE. ALL GATES SMALL BE SELF -LATCHING AND o T ' SELF -CLOSING. TAE BACK S. ALL PIPING SHALL BE PVC SCHEDULE 40 PIPING SYSTEMS 8E PRESSURE TESTED TO 20 RSI PRIOR To 3 REHARCONTINUOUSCOVERINGPIPES. 24 r ': 'II: RFINISH6. AROUND POOLTHEMAXIMUM VELOCITY IN SUCTION SMALL BE 5 FEET PER lu LC O R ss 4SEC. THEMAXIMA# PIPE VELOCITY IN PRESSURE PIPES SHALL BE FEETWtCa TRANSF{g. IIER (IFLOW I0 PER SECOND. VOLTAGE) CMWNT r ABOVE T FLOOR THICKNESS SMALL BE MINI" OF 6' WITH CODE: RE- p 040 POOL HIGHPOINT) OUIRED COVER OF REINFORCING, ul Z a s 4" I r8 BEAN# REID DECE-SH8- FLOOR REINFORCING SMALL BE #3 . BARS a IY E.W. W/FIBERMESM CtBtTj,M,R1UStBER -.DES4. THE QUANTITY OF UNDERWATER LIGHTS, SKIMMERS, 2" FROMTOPOFWALLINLETS, ETC. NAY: VARY. HOWEVER, THERE SMALL UNDERWATER LIGHT WITH LOW WATER BE AT LEAST I SKIMMER PER BTXI SQ. FT. OF POOL SURFACE. 3`WALL RETURN INLETS;. AND I MAIN DRAIN:WITH A HYDRO- CU-OFF STATIC RELIEF VALVE...: Q PLACEMENT OF THE FILTRATION EQUIPMENT SHALL COMPLY LC£.W. N3 REBAR 2 I2' O.C. EACHWAY WITH ALL LOCAL CODES :AND NEIGHBORHOOD RESTRICTION& FOR WATER DEPTHS TO SEE RESTRICTIVE NOTE) IL ELECTRICAL To CONFORM To LOCAL CODES. UP 8'-0) PLASTIC LIGHT NICHE v WETRFHNEDItE, 1 3,000 PSI GUNITE:OR SHOTCRETE 2 28 DAYS t WATER CURE FOR: T DAYS. C Mitt OF 2" OF CONCRETE COVER OVER ALL KEBABS OR ASREQUIREDBYCODE, WHICHEVER`. O 6 IS GREATER. x WALL SECTION QARKASTIMc COLOR) N.T. S. x CONTINUOUS ON STEP EDGE s 24" MAXCOPWQORToTop of 4- Deck EC04C z > -' O 8 o RD- >UN. n a ALL BARvV 5v TLE i ItOVERzu tt4' L{N. 2'XB" BULLMOS£ Tµ.E II ° DARK & CONTRASTING im CQLCe) ON SEAT SpE.4'.. b ' ID' ktlN. CQN'RNUOUS8AR5QLE Y FROM TQP QF SEACDNTiHUOUS 6— MIIU. L 0 ° s- ( SEAM BRICK O , p° • -- o ' 0 1 BRICK BEAM FINISH DETAIL ALTERNATE SWIM — OUT DETAIL FORMING METHOD STEPS DETAIL 3PTIQNAL N.T. S. N.T.S. NT.S. Tut L Tran P.E. # 55359 1 cPc ODS6673 o Dv ILA" MAP TO JOB SITE ; OWNER: ADDRESS* DATE: _ _.24' PHONE._!" COL ELECTIONS POOL TILE: SUPPLIER: STEP TILE: SUPPLIER: DECK COLOR. SAND COLOR: ` z POOL INFERIOR: M SL;REEN COLOR: ROOF POOL SPECIFICATIONS' SIZE: . a'Z DEPTH: 31,,, POOL AREA: 7' _ DECK AREA: 1FILTER: -? A "ol u Size: i # PUMP: 7ym SIZE.• 01tj RETURN LINES: PLUMBING SIZE: SPA PECIFICATONS SIZE: THERAPY JETS: `t DAM WALL: %4 BLOWER: HEATER SIZE: QM LP GAS 'NATURAL GAS:,,,.,,,,, 1 GENER L SPECIFICATION CHLORINATOR: + L c"" DECK TYPE: UNDERWATER LIGHT DECO DRAIN: POOL. CLEANER: ELEVATION: POOL HEATER: f2 RETENTION WALL:? RAISED TILE WORK ,- TOTAL LF:- _ HEIGHT; +"ECK STEPS WITH TILE:r JOB ITE CONDITIONS ACCESS: OVER DRIVEWAY. SMALL EOUIPMENI: DIG & DROP: PENCE REMOVAL: _ r CONCRETE REMOVAL STUMP REMOVAL:' TREE REMOVAL: SPECIAL CONSTRUCTION NOTES i v 011 f THESE S"4FORE) SUILOING DENT ACCEPTED i-RE REVIEWEDEDFORFE - 4ND CONDITIONALLYCONSTRUEDNIT. A Pc THE WORK AN -F'M'T ISSUED SHALL BETO8ZALICENSETOPROCEEDNOTASAUTHORITYTOVIOLATE. CANCEL, ALTER, OLATE. PROVISIONS D R SET ASIDE ANY (:)Fr THETHETECHNICALCODESISSUANCEOFF4 - NOR SHALLDEPTFRPERITPREQUIRINGBUILDINGTiON04THEREAFTREQUIROFERRORSINGACOpREC. OR OTHLwn VIOLATIONS THE N3. TIONS OF T Coo CONSTRUCTIONm City of Model Co0c;F in ef'o-1: Standard B iIjt :ng Code 19'l ed. I J1 Standard f0l;Uirl7bing Code 1997 ed. Q'tandard tAectanical Code 1997 ed. National EleciricZ; Code 1996 ed. See City rode AMENDMENTS FL. Er cy Col -lie QPERMIT # o2 11"4 jj 4_- , . 1 Gl l l 111 IVUII IUGI Parcel Identification Number Prepared by: /4ZTH Ll K 4L-'F8QLtQt-16RZ Return to:.PCO I S ; L-- 6"_c)- NOTICE OF COMMENCEMENT State of 'E"ilida County of SM 1(WU, MAM ANNE MORSE, CLERK OF CIRCUIT COURT SEM NOLE COUNTY BK 04189 PG 0132 CLERK'S # 2001759757 RECCRDED 10/09/2001 01:50134 PM RE RDING FEES 6.00 RE RDED BY M Nolden The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of the property, and street address if available) o t 3 ( C_CcXcJ3--q-k-C, C 2. General description of improvement(s) pDD 3. Owner iMformation Name Q22a( tAGM-S Telephone Number l-I b 1T- q l 14Addressc5 } uocs-un Dr Fax Number R,[+A1,nuTttL " F- 3- -1 ( Interest in Property: Yt)]- q L l I,0 0 4. Fee Simple Title Holder (if other than owner shown above) Name Telephone Number Address Fax Number 5. Contractor PWt4 13rGit Telephone Number t- - kP Address Fax Number LI vi " 3— - u S I I 6. Surety (if any)' Name Telephone Number OCTI 2001AddressFaxNumber Amount of bond $ CERTIFIED COPY 7. Lender (if any) MARYANNE MORS11 CLERK OF CIRCUIT MRTName Address Telephone Number Fax Number SEMINOLE COUNTY. FLORMA 8V DEPUTY CLmK 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by 713,13(1)(a)7, Florida Statutes. Name Telephone Number. - Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unlessdifferentdateisspecified): D C 4Te--2S Cate Signed Signature of 0wrier ota per 13.13(1)(g), "mvner must sign... and no one elsermay be permitted to'sign in his or her stead." 1 Swom to and subscribed before me this 1 day of 0 C-2b b-e-1(— 20d ! bym%Lls lA at S who is t/personally known to me OR produced Signature of Notary 9::JS'4$A..YU::lE`dsM lC/RSl :.:t..l.....:;.-:......v.... ,_ 4-D,r .3 n cctcL-bv-t c` 3(, ia-bria-(U) 4c tries INSTRtJlANY I-RtiP W1 t 1 N I NIu1Ns INNHIMI NWIINi r pp7'1 l't2 LT C EM ENT P ern it'N o , AC3t3R.' " Tax Folio N o . S to to of Fto rid a__ _ }; f },1c+G* t C p ""- - County ofSem`' The undersigned hereby gives notice thatim provem entw ill be m ad to certain real p roperty, and in accordance w ith C hapter 713, Florida S tatutes, the follow in inform ataon is provided in this N otiee of C om m encem ent. 1. D escription of pro erty: legal description of -the pro erty and streetaddress if available) on 2. G wneraldescriptipn ofn pirovem ent T _ _ 0_____ -------------- __ _--__ _ --___-__-____ 3. 0 w ner inform ation a. N am a and address--&[ WE x; c b. Interestin property c. N am a and address of fee sim ple titleholder (if oth-erthan 0 w ner): N am a and add s Ptto) - - _ _ _Y _ _ b. Phone numb er Fax num ber 5. S urely a. N as a and address b. Phone num her- _ -Fax num ber- c.' Am ountof bond ra 6. Lender a, N am a and address_ Phone num ber Fax num bier# - b.__. _ ____ __._____-_--_.__--_._____.__,...,. 7, Persons w ithin the State of Florida designated by 0 w nerupon w hom notices orotherdocum ents m ay be served as ' provided by Section 713.13 (1)(07., Florida Statutes: a. N am a and address b. Phone num ber _ T Fax num ber - B. In addition to him'selforherself 0 w nerdesignatas-- _ -of t eeceive a copy of tie Lienc's N once as provided io S ectan m 713.1.3(i);{b),ElorutaStatuties, a. Phone num b'er Fax num ber, 9. Expiration date of notice of com m encem ent (tile expiration date is 1 year from Zdat44ft recordin- isa different date is specified) Signature of0w- Mt+u' 4e Sw to (or a€firm ed) d ubs ribed b fore m e roes day of W 20() tf ,by Personally K now n 1% 0 R Produced Identification Type of Identification Produced _ - a T, t- s ignature of NotaryPull , stare n€-10rida ,W' °, """• CERTIfIE CtIP C om m fission Expires: j U x, M+ its ,, MARYANNE MOR + e CLERK OF CIROUIT CQ OL MNTY, El iilpA CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Kermit Number: !? ©ate: ,..' Olt The undersigned hereby applies for a permit to install the following electrical; Owner's Name. LQ2,!c ihmp— S Address of Job; nas Electrical Contracto i C 1 C . Residential: Non -Residential: Number Amount Addition, Alteration, Repair Residential & Non -Residential) New Residential; AMP Service New Commercial; AMP Service From AMP Service to AMP Service Manufactured Building Other: Descrl lon of Work: Ap2lication Pee: $10.00 TOTAL DUE; By Signing this application i am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature C+n+a f iinanca sIQEmhrar A J Addnk 8: oaw:••-C S;J"-',_,`-1:,._ PatoalN o.: , Des=VCbn (EW o iPmOPotOwne& LeVat7p,? va ac ot'W 4ik $ CJCa J A EIM4 Zone. _ Type: „ -Aed3mrt 1_c mMQ=i3,1 ..._...a .lNin )xlrofS wNberfAimilinUrLla; ZO ci: x'ot37.Sc u,>r'ootnge: ; t' ner: cis: ,r sra: zip: '. '71elRhoxzNv ; _ FQXRO.. CityS tUs; '' .. u r r FaX N o« G7 % 7 i+ P" CoxlLack1';x1c - T; tb H ok iXo4*C` m wry: phaueN 0... A dklar 9a: ' 3an, t4xy Company: A dcUaa: A ddm; AU% ace lA dclm* Phvnr N oaFax N0.: 1AypNmtcanpxh-- taymad kgebtatnaF eamita ooThewozkend fi ii7atianaas4 Wr tsd.IcettlQ/Itvtr,nworJorine k,Uontwa caxum pz3rwtha3-wn000faPaxmtmClMaCsAwO*wxAbepazam pdt,amGot ofetlkn,a ntl,axsadL'dmt. J:onda,anduwta qutatmgwt twcdon PQOt $.1~ 17RNAwE^,p©il Bttv.ItEAT P m Tmu baaexx,+,8dtb 4ECTRr.ALN ORK;PLUN S3NG,,SZNS,w ELLG, randA7R COND1'tTOMERa,em. r sR,; S'F1P?t„>l,k:ioadSEy tt',oCallottha Sarego.ntq anJWmdtion 15&owrato and ttt6Ca11woYlc wiJlbe aot,e fn aatn yllanas or irh Ptldebaekwsua4u7atA79 WnaaCdbn9ndzoning, id AANRi TO OW M`ER:XOUrlMUR$ TO RECORDA NOTf;FnF C0M MENCEMENTMTAXAESULTINPOVAFAXINGTW =& FOti FAM FROM i ANTS TO YOUR PRO PERFY. 7E XOv lNTVND TO OSTAaTF'3+AXCJNG,C0N3ULTN IrH YOUR LENDCRORAN ATTORNEY t)F%FORE RZCORD]NG -fOUR NOTZE OECOMM ENCEMZNT'. N OTaC_r: Dt aWt0oonro the yasF,jM enmol,%j9 pawn 4 ft* (a aybe %Mtcbgzy7 ins; pP]icab)e 1n thi9 nC4 Y m8tm ay b4 @uadln chepub3t mcusisotuwwunly.ana utabmayb%add3:br Al m imd4 " +en ,a4eaencts.ox lagencY+s pa )bWimd sgm otiorgo+m m0amjancmfwwchaa Aax t acevEi[ 7e1•tztfacsC},atIuxitnarig th aWrtozvfthapuxpeu P,e ' en L FS 71 Sd du Date S' CECOn1 rA t!-'lk• ° fJf o Sze F tOwtn ppA 3Nsne Fxinkcontmda c, shame s ' pawl MAM 8. ARNOLD 5agnattatea ` MY COMMISSION # CC 682666 ._ ` MY COMMISSION # CC B$266$ ctoD EXPIRES: Oe 25, 2Q03 ' • EXPIRES' October 26,2W3 BontNta tiNu lldtuy Publb UndeaYriptre RP;, , Bonded Thru trot" Public UnderwriterswneUAQ _P0004iVKrnwA4aMsor CotltJ 1D 4 tiEt pad 7D .,`PaeduOad SXX7wA tp M eor 4VPl,7CA,TitN ApFRQV$D ar: --^ Dam. —fir Spac lCOtxl 08: p4A)po" oc 32-Sp! NOTICE ,QS' t_.011 M1;TNrCE1YTEi'\TTStiicuf;Floricla Cou11(y o!". s , Permit No, 1,a, Folio No. (PID) The enders onccl hcrcby ivcs notice that improvement will be ride to certain real property, arul in accordance vmit 1 Chapt713, Florida Statutes, the follo-%virlt; information is provided in this Notice orConimcnccmcnt. S . Rx JO.N Qz' > r.QPEr11' (l; e2al description ofthe property ant street address) GEINE AL DESCrUPTZQN Qr rNxPr..Qvz.ly> ANamc&dat}Clt; i . Interest in property { ec Simple, Partnership, etc.) NA , AND ADDRESS Qx' FEE SIMPLE TITLE$ XZCJZ..l EIZ (IF Q1IIl~T TIIANT QVVNr_-R) O1NTTB'_,kCTQ) ACTION ALMAJJNUjX PnQDUCTS, LNTC. 269SouthQanyo13loaaazai 'Il ail ft'lamcandaddressHamSMETY ( Bondi g Company) Name and address 1/ -- NRRYANNE NOREE, CLERK OF CIRCUIT COURT SK 04200 PG 1659 amount of Bond RECORIG 10l19l2Ml i2e24i .PN i, RECORIi1N9 FEEB6.00 L NAX: RECOROM BY N Nold" ! Dune andaddresst # sk k # * ::{::Is !, :k ::k i; : * : a: al: * * ;k ' :k s d, •A A: +t: 1 a• I. Y, a .1. d• d• d :k 1..k +1::1: +I: i• d, 4::1=,:k d::k 'A:.:1: N * -4:. a,. d: d: * :I' 4 * A, A; d: M: A: ,}::It * k:,l. 4::k A; o; ..} .k ok :1: s1.: • .I: W. : 'k ; !: * aF . Pcrsons tivitlrin the state ol- los•ici,I rlesiZ. natcd by CiNvncr upon wltont jloticc or ether documents may be served as provided by Section7 ] i. ] a (l)(a)7,, lorida State tes: Name andaddressA: t * : k :ls :k d::k :k : ri: :k * # q: ; : ,F : +k : q: * a::k I. A. a• a: a: n{. (, y, a: ;{s I::L• I::I: a::k :k :1; .1. k : a: A I M !; tl: * 1::{: +k a; al€ 4: M A: '+k : ,1: * A::k * :1::1::1: *' .k y: ,I. %k :1::1: s1::k A; :{::k :1: il: ti In addition to himself, Owner dcsigmatcs of to .receive a copy of the Licnor's Notice as provided inSection713:73(l)(b), Florida Statutes. I:M: 1:M:•;eke#:fi l;+k*1::1::kDk k'+k F ka:#I4:::k*F k l::l l%k::k:ka , Expiratioxt`Data of Notice of Commcuccmcut The expiration date is ] your from data of rccordinv 11a11css a different dice is ,;pccif cd.) S-natur r"v, isral MQRSIk Sworn to and subscribed before me this Dny of C"k-7-Z) gj CLERK OF CIRCUIT CURT rrmjNOLE COUNTY; FLORIDA My Commission Expires_ ota''ublic NPAM j WILLI A.. y,/ MY COMMISSI* tt 882tt 6 ' XPIAI:S: Oe bar:2t:,2FtU3 8dxltledlTruFlauJtPWCIJ e^K taN 19 00' ACTION ALUMINUM PRODUCT! 2698 South Orange Blossom Trail Orlando, Florida 32805 POWER OF ATTORNE` INC FACT TO ACT FOR =APPLY TO THE BUILDING DEPARTMENT FOR A I SCREEN r PERMIT TO BE PERFORMED AT A LOCATION DESCRIBED AS: 4oT J eAG."._hR"A rev AND TO SIGN MY NAME; AND DO ALL THINGS N SA O T IS APPOINTMENT. DA D ALLAN JO . CGC 053605 SUBSCRIBED BEFORE ME THIS DAY OF O=,6 20 c f Notary as to Contracto My Commission u &AUftw .M our i W COMMISSION M CC 882665 EXPIRES: OcMv 25, 2003 BwwMd 7w NOW/ public Ups METRO ORLANDO (407) 64"948 • Fax (407) 648-9949 • BREVARD (407) 632-0264 • VOLUSIA (904) 252µ7835 f Lawrence E. Bennett Civil Engineer & Development Consultant P.O. Box 214368 South Daytona, Fl 32121 904w-767--4774 904-767-6556 ,f'ax January 02, 2001 TO ALL BUILDING DEPARTMENTS Re: "Aluminum Structures Design Manual' Master File Engineering Plans Examiner, This is to certify that the following contractor and/or AAF Chapter/Member is hereby authorized to use my latest AluminumStructures Design Manual" for the year 2001. This authorization also applies to any signed and sealed master file drawings, "One Permit Only" drawings or any site specific drawings I may furnish the contractor. David Johns Action Aluminum Products, Inc 2698 South Orange Blossom Tr Orlando FL 32808 r Thank you- for }yo uicassi a ce. r Sincerely, r, ,... „ s'., ..+'" .{';•: -+ems;: .. ;, ea c / •t 1. , / o 1 XhWkence ' Ea. — P. r #16644 N / f , ". q ,• ' rt,' f. s f SCREENED ENCLOSURES SECTION 1 w PURLINS (TYPICAL) CABLE CONNECTION DETAIL 1 (TYPICAL) SCREEN (TYPICAL) ALTERNATE CABLE CABLE CONNECTION u "DETAIL 2 (TYPICAL) GIRT (TYPICAL) H F 'I" x 2" ("TYPICAL) W GRADE K-BRACING . OPTIONAL) ,:TYPICAL i RbO ELeONVIO3N SIZE MEMBERS PER APPROPRIATE TABLES W ALUMINUM BEAM --- TABLE1.1 OR 1.8) K- BRACING L OPTIONAL) RISER WALL WHERE REQUIRED H PURL. INS (TYPICAL) DIAGONAL BRACING SEE SCHEMATIC SCREEN TYPICAL PLAN) 1" x 2" (TYPICAL) ' x ALUMINUM COLUMNS GIRT (TYPICAL) TYPICAL SW TABLE 1.3 OR 1.6) PERIMETER WALLS FRAMING SIZES TYPICAL DOME ROOF ISOMETRIC (TABLE 1.3 AND 1.4) CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES. Lawrence E. Bennett, P.E. CIVX ENGINVER DEMOAMENT CONSULTANT P. O. SOX 4308 SOUTH VAYfONA. FL 32121 TELEPHONE ( ) 707.4114 FAX ( W4) T674 8 sEAL, PAGE COPYRIOHT 2000 «+3 NOT TO BE REPROWCEQ IN WHOLEOR IN PART WITH(Xn THE WRRT£N PERMISSION OF LAWRENCE E. SENNETT, P.E. a7 r SCREENED ENCLOSURES SECTION 1 PURLIN (TYPICAL) SCREEN (TYPICAL) M w J CO H H w w yi t CABLE CONNECTION DETAIL 1 (TYPICAL) CABLE CONNECTION DETAIL 2 (TYPICAL) GIRT (TYPICAL) 1" x 2" (TYPICAL) GRADE CABLE CONNECTION DETAIL 2 (TYPICAL) TYPICAL TRANSVERSE GABLE ROOF ELEVATION SIZE MEMBERS PER APPROPRIATE TABLES I W DIAGONAL BRACIN( SCHEMATIC K-BRAC OPTIOP SCREEN (TYPIC 1" x 2" (TYPIC ALUMINUM COLON TYPICAL) (TABLE OR CABLE BRACI 1RLIN (TYPICAL) SER WALL WHERE OUIRED UMINUM BEAM ABLE 1.1 OR 1.8) tT (TYPICAL) RIMETER WALLS 4MING I hBLE 1.3 OR 1.4) TYPICAL TPA NSVERSE,GABLE ROOF ISOMETRIC CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-5 SECTION I SCREENED ENCLOSURES COMPOSITE 2"x WEAVE GIRT i. r 2 x 6 BEAM - SCREEN ROOF @ SCREW SIZE SEE TABLE 1.6 t 450 POST (SEE TABLE 1. 3) W W SCREEN (MAY FACE IN OR OUT) X LENGT F KNEE RACE HOST STRUCTURE ROOFING 2) 2- SCREWS SEE SECTION 9 FOR SIZES) 2" STRAP - LOCATE AND FASTEN REQUIRED KNEE BRACE MINIMUM SIZE AND SUPER CONNECTION (SEE TABLE 1.7) GUTTER SOFFIT 5- SHOWN KNEE BRACE ATTACHMENT 6" ABOVE TOP OF GUTTER (MAX.) m 2"x 2" ANGLE WITH (4) S.M.S. SEE SECTION 9 FOR SCREW FASCIA AND SUB -FASCIA SIZES) EACH SIDE TO BEAM TO SUPER GUTTER MAXIMUM DISTANCE TO HOST STRUCTURE WALL 36"WITHOUT SITE SPECIFIC ENGINEERING IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM CONNECTION DETAILS SUPER GUTTER RISER OR TRANSOM) WALL,@ FASCIA - DETAIL 2 Lawrence E. Bennett, P.E. OWL ENOINFIR - VVELOMENT CONSULrMr PA 1BOX4M. SOUTH DAVTON& FL 32121 TELEPHONE (904) 7674774 FAX (904) 767-650 SEAL PAGE 0 COPYRIGHT 2000 1-20 NOT TO BE REPRODUCED; IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE S. SENNE77, P.E. SCREENED ENCLOSURES r SECTION 1 NOTE: MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) 2"x4"OR2"x6" SELF MATING BEAM M 1" x 2" SNAP SECTIONS Z" XATTACHTO2" x 2" W/ #10 x 1-1/2"S.M.S.@24"0.C.OR ONTIN000S SNAP SECTIONS I OR 2" x 3" (4) SPLINE GROOVE oo i SECTION owl i„ X6 1a I 2" x 2" PURLINS ATTACH TO @ g01 2 UBEAMSW/ (2) #10 x 1-1/2" S.M.S. INTO SCREW BOSSES rfluid— — — — — — — — — -- I@@ 1" x 2" OPEN BACK FASTENED ALTERNATE FLAT ROOF TO POST W/ (2) #10 x 1-1/2" S.M.S. SELECT FASTENER SIZE, NUMBER AND PATTERN SEE TABLE 1.6) 2" x 3" HOLLOW OR SNAP SECTION SLOPING BEAM TO UPRIGHT CONNECTION DETAIL PARTIAL LAP Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4M. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. 1-7 SECTION 1 SCREENED ENCLOSURES t. 5) #10 S.M.S. (MIN.) 1/8" x 1-1/2" x 8" FLAT BAR 0135" PLATS OUT ON 45° ANGLE EYE -BOLT OR TURNBUCKLE FOR CABLE TENSION STAINLESS STEEL (SEE 'FABLE) PERIMETER FRAMING MEMBER TYPICAL CABLE CONNECTIONS CORNER DETAIL 'I SCALE: 3" = V-0" MIN. 3-3/4" 4" NOMINAL) SLAB MIN. 2-3/8" x 1-314" CONCRETE MIN. 5d ANCHORS' 5 MIN. TYPICAL CABLE CONNECTION AT SLAB DETAIL - DETAIL 2 SCALE: 3" -' V-0" Lawrence E. Bennett, P.E. C % ENGINEER • MVEMt7PMENT CONSM4.TANT P.O. BOX 43M EOM DAIRONA. FL 32121 TELEPHONE (904) 7574174 FAX (90t)767.650 ` SEAT. PAQ5 1-30A Q ' C0F *FU0W 2WINOTTOop. RLPROOU4:EO wmom OR IN PART wm OMT THE VVRlTT 4N PoRMISS10N (W 411WREMce F. EEIIM@ F"F. P E. SECTION 1 SCREENED ENCLOSURES EITHER A OR B 1" x 2" x 0.125" CLIP AND (4) 10 x 3/4" S.M.S. EACH SIDE FOR CABLES TOP CORNER OF CABLE CONNECTION DETAIL 1 AMPS REQUIRED BOLTS CLOSED Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE COPYRIGHT 2000 1 -32 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION I 2"x(d-2")x EACH SIDE OF C 10 S.M.S.(SE 1"x2"O/ CONCRETE SCHEDULE NOTE: DETAIL"+ ITYPICAL 2" x 4" S+ SCREENED ENCLOSURES 2" x 2" x 0063" PRIMARY ANGLE EACH SIDE SCREEN SIDEI '' YAR E #10 xA Vl3/ ~ S.M.S. Wi{.. 711J N AR I SEE SCHEDULE NEXT PAGE) ANGLE 4" SHOWN 1IN WITH HEDULE 1" MIN. EDGE DISTANCE FROM T PAGE) I EXTERIOR OF COLUMN TO OUTSIDE, EDGEOF SLAB OR; E PLATEFOOTINGYPICAL) Q OR ( SEE e GRADE T PAGE) 1-1/ 4" MIN. CONCRETE 11TRATES ANCHOR EMBEDMENT COLUMN SIDE VIEW TYPICAL S.M. OR SNAP SCREEN SECTIONCOLUMNCONCRETEANCHORTHRUPRIMARYANGLE 2) #10 x 3/4" S.M.S. EACH SIDE CONCRETE ANCHOR THRU PRIMARY 2" x 2" x 0.063" ANGLE' OR WITHIN 6" OF ANGLE UPRIGHT IF INTERNAL SCREWS INTO SCREW 1" x 2* BASE PLATE (TYPICAL) BOSSES d e G ., 1-1/ 4" MIN. CONCRETE NOTE: SELECT CONCRETE ANCHOR EMBEDMENT ANCHOR FROMTABLE' 9.1 A Y#iVA MAX. SPACING ' 24" Q.C. 3000 P. S.I. CONCRETE FOR BOTH SIDES FRONT VIEW OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAILS 2° x4" SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. awe Er c l4ffA. "mOPuWComu »war P.p. WX 43K SOUTH DAYTONP, F4' 3212t TELEPHONE (om) 767.4774 FAX (904) 7 410 SEAL PAGT C) COPYRIGHT 2001 1-38A NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRTTTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. t SCREENED ENCLOSURES SECTION 1 1" x " EXTRUSION ANCHOR POST SIZE 2" x 4" MAX. TO CONCRETE W/ 1/4" x2-1/2" CONCRETE ANCHORS WITHIN 6" OF SCREWS OR THRU-BOLTSEACHSIDEOFEACHPOSTSEESECTION) AND 0 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 P.S.I. a • CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE POST TO PLATE TO gONCRETE DETAIL POST SIZE (SEE TABLE) 1" x " EXTRUSION ANCHOR TO CONCRETE W/ 2" x 2" x 0.063" ANGLE EACH 1/4" x 2-112" CONCRETE SIDE ATTACH TO POST AND ANCHORS WITHIN 6" OF CONCRETE @ LOAD BEARINGEACHSIDEOFEACHPOSTWALLW/ (2) MIN. S..M.$. (PER AND Q 24" O.C. MAX. OR SECTION 9) EACH SIDETHROUGHANGLEANDQ24" 1 AIM O.C. MAX. ANGLES AS SHOWN ABOVE MAY BE USED TO CONNECT MIN, 3-1/2t SLAB 2500 P.S.I. 44 CHAIRRAILS AND PURLIN CONCRETE 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL 1" x 2" EXTRUSION ANCHORTO CONCRETE W! 1 /4" x 2-1 /4" CONCRETE ANCHORS WITHIN POST SIZE (SEE TABLE) V' OF EACH SIDE OF EACH POST AND @ 4" O.C. MAX. MIN, 3-112" SLAB 2500 P.S.I.' CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE SIDE WALL POST TO PLATE TO CONCRETEDETAIL Lawrence E. Bennett, P.E. CIVX ENGINEER - pEWLOPMENT CONSULTANT P.O. sax 4308. SOUTH DAYTONA, FL 32121< TELEPHONE t%X) 767r4774 FAX ( 904) 7674656 SEAL. PAGE C) COPYRIGHT 2000 1-35 NOTTOSEREPROOUCEDINWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLAWRENCEE. SENNETT, P.E. SECTION 1 SCREENED ENCLOSURES x 2" EXTRUSION ANCHOR TO CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND @ 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE HOLLOW POST TO BASE DETAIL 2" x 2", 2" x 3" OR 2" x 4" HOLLOW SECTION SEE TABLES) MIN. (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSSES 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND @ 24" O. C. MAX. Pool Enclosure Uprights To Deck Anchor Requirements General Notes and Specifications: 1. The uplift load on a pool enclosure upright is calculated as 1/2 the beam span x the beam spacing x thescreenloadof7# / Sq. Ft. a. EXAMPLE: FORA 2" x 6" BEAM WITH A SPAN OF 23' AND A BEAM & UPRIGHT SPACING OF 7' USE: 1/2 x 23' x 7' x 7#/Sq. Ft. = 563.5# UPLIFT 2. Table 1.6 of this manual uses the worst case loads for all cases. 3. In all cases there must be a primary anchor within 6" of each side of the upright. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 SEAL FAX (WM) 767-6556 PAGE COPYRIGHT 2000 1 -36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SCREENEDENCLOSURES SECTION 1 b ocV,Allowable Spans For Primary Screen Roof Members Aluminum Alloy 6063 T-6 Forareaswithwindloads120 M.P.H. or.less and Latitudes below 30" North Tribute Load Width "W" Beam S acin 5. 0 6 -a -0 -0 9' " Hollow Sections -f %„ 1{' , „ • » Allowable x 2" x 0. 36" 10 " 8.10" 7`.1 " ',3" 6 6'•3" x Z x .044' 11,rt "" .9" •1 i 7'- " .11" 6'•6" 10'$" 7'* B" 7'-1" J'_ i W- 2 x 4 x 1 -l3" 1',4 12 •" 1.9 batery Load i' t a at Dec no 0 Self - MatingSectionsAllowaleer ' 1 ,-" x, x . 100" 28'-4 4'-6 -11" -p 1 , 5 2 x x 0.0 0" x q.1 0 3- -1 " '.9" 2 -5 1 _9 2' 1 x " x 0. : 5" x 0.120" '-4" '-4" 2a'-11 26 14'-6" 22`-11 ' 7 Q. 2" x 0 " 4a" " 4 •-0" 37'- 1'- " 2 9 '-0 x 9 x 4 " 4- 41" ".1 " 1-1 I.x9x 2x 0 Tributa 'Load Width "YY" Beam 6 arsIn Snap Sections 3'-0" '-0' Allowable SO: n "L" 2"x2' x .36 •10 2" x x .045" 1T•1" 147•9" 13'-3" 12'- 2 x 11 x 14'_ 2 xB" x .0" 35'•11" 31'-1 2 "•10" " 3'i" 1 • 20.1 1 " x0. 06 " 9'•11" 4'•7" -11" 28'-3 Example: If beam spacing "W" = 4'-0".' Maximum "L" for a 2" x4" x 0.038" x 0.100" Self•Mating Beam to otatlOn of table Is tpwv+sd. . ems. y latgth of knee brer. Add horizontal length of knee brace to above spans for total beam spans. Purlin spacing shall not exceed 7'- 0"For beam spans greater than 40'-0" the beam at the center pudin' and one purlin for each 14'.0" on each side of the center puriin shall include lateral bracing asshownIndetail (48'-0") span with pudins at ?'- 0" o.c. center pudin and (2) purlins each side of center pudinneed lateral bracing,' Note: It isrecommended that the engineer be consulted on any screen enclosure that spans more than 55'-0" and as a minimum the upright used for screen enclosures over 551-0 shall be one self -mating section smaller than the beam section. Spans arebasedon120M.P.H. wind load. Multiply spans/heights by 0.85 for 140 M.P.N. Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEyELopMENT CONSULTANT P.O Box 43e8, SOUTH ©AYTONA FL 32121' TELEPHONE (9") 7674714 FAX (904) TOI-6556 SEAL PAGE C) COPYRIGHT 2000 1-43 NOT To Be REPROOUCEO IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWiiENCE E. BENNETT. P.E. x SCREENED ENCLOSURES I SECTION 1 Table 1.3 Allowable Spans For Primary Screen Wall Members (Uprights) Post / Upright Height) Aluminum Alloy 6063 T-6 Tributary Load Width = Upri ht SpacinHollowSections3'.n^ e•s•• . ,,.. _. _.. _._ Self Mating Sections 3'-0"1 4'-0^ I %,-n•• I Ql Mn a ae wiain v select upright length "H". Above spans do not Include length of knee brace. Add horizontal lspans/heightslengthoff knee bace toabove Spans are based on 120 M.P.H. wind load. spans for total beam spans. Note: Site specific engineering required for pool enclosures over 20' in mean roof height. Example: Screenpanel width "W" = 4'-0"; Maximum "H" for a 2" x 4" x 0.038" x 0.100" Self Mating Beam = 14'.6'• Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF tAWRENCE E. BENNETT, P.E. 1 1-45 SECTION 1 SCREENED ENCLOSURES Minimum Upright Sizes and Number of Strews for Connection of Roof Beams To Wall Uprights or Beam Splicing Beam Size Uprtg t.. ixe AnchorsX Deck . kl!tL Minim t4um r o crews Beam tc fng Crew at Z4"' OXx>.r 1 x x 3 x 3" 6 4 4 x x 8 4x" x4 10 8 6 1 2" x 4" 2 x 4" 4 Full La 10 6 2" x " 2" x 4" tt partial La 1 Q 6 10 2"xp x4" 4 14 12 U 1 5" 1 14 1 14 x yx p6 6 14 1 21 x 9""" j" f I1820 16 4 Grew fte Iffinjimurn Distance endSpacing of Screws Edge,o Center Center enter 5 q a 8 1 1 " in 4 or 4 1-112" 3j 1 1-3 4" Refers to each side of the connection of the beam and upright. 0.082" wail thickness, 0.310" flange thickness Note. 1. Use full lap out detail for 2" x 6" beam to 2" x 3" upright. 2. Connection of 2' x S" to 2" x 3" not allowed for partial tap connections. 3. For beam to beam splice size and number of fasteners is per side per end ofsplice. 4 Spans are based on 120 M.P,H, Wind load. Multiply spansiheights by0.85 toobtain spans/hall; for 140 M.A.H. S. peck anchors are based on RawO tapper load data for 2500 p.s,l. concrete and are considered to be typical for masonry and concrete anchors. Number of anchors is total (1l2 per side). Table 1.7 Minimum Size Screen Enclosure Knee Braces And Anchoring Required Aluminum 6063 T-6 Brace Len ttr Extrusion Inchon S sstem yi 2-0" Y 2" x2" x 0.: " H-Mannel WE 0 X 2 H SIDE O 3'- " 2" x X 0...: " 2" - Anne 10 x 1 o 4W Z"x 4"xnw x 0.1 " Notch over ,13eam Ana Upright 4 #10 x 1/2" Each We See Table 1.6 For Number And Size Of Screws) Note: 1. For Required Knee Braces Greater Than 4'-6" Contact Engineer For Specifications And Details. 2. Cantilever beam detail shown on page shall be used for hest structure attachmentwhen knee brace length exceeds 4'-6" Lawrence E. Bennett, P.E. CIVIL ENGINEER - D VEI.OPMENT CONSULTANr P.o. BOX 4385, SOUTH DAYTONA, FL 32121 TELEPHONE (904) IST-4774 FAX (904) T81450 SEAL PAGE cpPYFCIOHT z000 1-4 S NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION of LAWRENCE E. BENNETT. P.E. SCREENED ENCLOSURES O J @ CONNECTOR MAY BE (2) @ w PRIMARY BEAMANGLES, INTERNAL 'UU; @ a. CHANNEL OR EXTERNAL (SEE TABLE 1 . 1 OR 1. 8) CHANNEL EACH SIDE OF a. CONNECTING BEAM WITH @° o SCREWS (PER SECTION 9) _ SECTION 1 1 CARRIER BEAM MINIMUM NUMBER S.M.S. @ 3/4" LONG SEE TABLE 1.5) REQUIRED EQUAL TO BEAM DEPTH SEE SECTION 9) _ NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH 3) #10 x 1-1/2" INTERNALLY CARRIER BEAM TO BEAM CONNECTION 1" x 2" OR 2" x 2" ATTACHED TO WALL WITH #10 x 2" S.M.S. @ 16" O.C. HOST STRUCTURE MASONRY OR FRAMED WALL SELECT FASTENERS FROM SECTION 9 PRIMARY OR CARRIER BEAM SIZE PER TABLES) BEAM TO WALL CONNECTION Lawrence E. Bennett, P.E. CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (WM) 767.6556 COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SEAL PAGE 1-13 Iferx & Associates Inc. L a n d S u r v e y i n g 455 Douglas Avenue Suite 1455, Altamonte Springs, Florida, 32714 (407)788-8808 Mon7ber of the Florida Surveying and Mapping Society and American Congress on Surveying slid Mapping Map of Survey KArWQGQ REPLAT L INE BEARING DISTANCEP. 0. B PtAT 80" JO RN 27 A IS L I N 89*45'58'W 60. 00' A 4a. 9.\ :.4 Var -_W_ I L I L 2 S a9*40'49"I7 60.00, 5 09-45:5VC 20' DRAINAGE EASEMENT 17. $1 tJ,10 0, oww ,p— Z 4) 8* GRAVING O g9, )IS SO. FT. P0 C ,400pMEC-Awx a, NM 114CORNERaITSWL114, I'ECT ON JJ-19-JO rp-64 CREPERENCEO SEARING ELEM. 'Al A 0' N 9141 VQQIPCD-4' CAR EXT two doer Arslork , f LOT 37 a Un LOT is CO Co 0F4031 112J Verticol dolm is hosed on NQVVer Eng,"e'rpivSETBACKS, Constructionp6s4yMrkerlEnqiioering 'c' ra rreAt 25' fleet 20' J:O2], ProjectNo. 9709.3 1 Side 7.5 - Corror 25' FLOOD HAZARD DATA: The Imcel show hereon let whii rbod Zone X, A IMPERVIOUS AREA -2.755SOFT. occorctng To the Fedvrd Emergency A 7m mont Aq . y. Letter of Mcp Note: Becrinqs shown hereon cre referenced to the C/L Revision ILOWCase144orSg .04-12 I"DatidAkrch8,199a 6 L 1 of CALAWA 9NKS COVE os being N 89' 40' 49* W. 45. 37,' 2D. nr AIeQIlCATCH SAINq 14 !tf C/L CALABRIA SPRINGS COVE N 89*40'49"W 954,46' 50' RIW) TRACT F REFERENCED $CARING PRIVATE ROAD, DRAINAGE 4 UTILITY EASEMENT Proposed Lot 36, "Calabria Cove" Subdivision, City of Sanford, Seminole County, Florida. Legal Description : A parcel of land lying in Section 33, Township 19 South, Range 30 East, City of Sanford, Seminole County, Florida described as follows: Commence at the Northeast comer of the Northwest V4, of the Southwest 1, of said Section 33, thence N89*43' 21 "W, along the north line of Southwest V4, orsaid Section 33, as a basis of bearing, a distance of 673,36% thence S 00*50'30"E, a distance of 997.2 V, to the north line of the south 5 chains of the west 11 Yz chains of the Northwest 1/4, of the Southwest Y., of said Section 33 ; thence S 89'45'58"E,a distance of 2,5 V, to the Northeast plat comer of the proposed Calabria Cove subdivision; thence S 00*06'39"W, a distance of 330.00', along the cast proposed plat boundary, to the Southeast plat comer of said proposed subdivision; thence N 89145'58"W along the south proposed plat boundary, a distance of 248.91' to the Point of Beginning; thencecontinue along said south line, a distance of 60.00% thence N OOl 9'1 2"E, a distance of 151.97; thence S 89140'49"E, a distance of 60.00% thence S 00'19'12"W, a distance of 15 1.88' , to the Point of Beginning; containing 0.21 acres more or less. General Notes: Legend D Temporary Benchmark us Offset 1. ThisisaBOUNDARYsurveyperformedInthefieldonProposed {assumed datum)O.R.&L 0150181 Records Seek 2. No Denial, surface or subsurface utility installations, tmderground improvements or Dow each of 31dalvalk Paplat Book subsurfacelaerfat encroachments, it any, were located, CA Conlarlino PC Point of Curve lure 1Building lies shown are to the exterior unt7nished foundation surface or larmboard, A Central Or (Delta) Angle PcQ Point o(Cornpound Curvature CALC Calculated P.C.P. permanent Control Point 4, Elevationsshownhereon, If any, are assumed and were obtained from approved ca Chord 86011110 PG, Pogo Construction plansprovidedby (lie Client unless otherwise noted, and are shown P, n. Alf. CO chordPermanentnolerenco Monument only todepicttheproposedofactualdifferenceinelevationrolqive10 (he assumed C.M. Conclele Monument r/L PropertyLine temporary Benchmark shown hereon. CL, or ftrw elevation (Propo$#d) P. 0, 13, roint of $$ginning 5, The parcel shown hereon Is sublec( to all easements, reservations, restrictions, and FINAL ft. Clevallon, (Measured) P. Q C. Point ofCommencement RJ9h(s- 0f-way of record Whether depicted or not on (Ills document No Search of the PD, Found P.I. Poth(olinietsectlon, Public Records has been made by this oince. Fin , Fl. Cie V. Finished Floor elevation PRC. Point of Reverse Culvalure6. Tile legal description shown hereon Is as furnished by client, I.P. Iron Pipe PT. Point of Tangency 7. Platted and measured distsoct-I, "I directions are the some unless otherwise noted Ill?. Iron Rd R Radius o aDenotes X"Iron rod wgstic ii yellow D , L Arc Length Rot? Radial Line a cap marked L84937 or LS3182or 1.8 Licensed Business RCS, Residence Witon rod with red plastk cop ma-'Avr'witno s Comer',, unless otherwise noted, Ls. Land surveyor ReW Right -of -Way 0 Denotes P.C. P. Pernionent cont-ri point) Mae Measured TOM rompwory 80nomath N Denotes Porm.,tneni Refstenmorvmer TYR Typical NIO(N40) Noll and 01s* N.R, Not Radial Pence symbot, (sea (pawinp) Z' X—X- Pence syOIW ( see drawing) COrtiift =110n: W)t vv lid ttv'Ith out (has tons hireand tho original rats ad seat or Florida I This survey rn"Is in' UVI he FhpPjo 1,fi,wimlsin ToohniGal 0'Q.A 6r: CL vl lords ascrinI81n.d!qvto $074 Florida Adn,lrltorallvo Code. chocked $y: OP Pr;p9tovi For,- NeAZER sketch or Legal Description JoNV.b*rt 01-005.02 colt 40' This is not a SurveyP701i -lot Cat a topic N:QV: 100:01 P, Psr or *4: toJ01ReIs)' Tel F111171.7 lotkl, PS,M_ Istered Stoveyor and Mapper No, 60jo dp. ;a. vrf*y pare i, Przemlen 7 1 ""1 : rl, , Surveyor Herx d Associates, lnc„ State Of Florida LS 4977 ruuL-.'> D i J;)RrIIJL..` aa*vs- 1 Q3 CALABR I A SPRINGS COVE ctt RANFEIRTI L— 36 sumlyis«CAL,ABR I A COVE iu N 1 x, 2 2 x 2 x cu uwx Fcuicu 9' —08 9' —0" 1x2 2 X 3 lrxu 1 x { f lu rX 3x2 2 x 21 2 X 2 lxmm x* L// Cxu lcxu lcxu LCU 2 x 2 2 X 2 1x 21 r 2 X 3 a f+ N Q X x 4"1 U 2 X 3 t. 1 x 2 4 ii7lHl i l ON I SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLYACCEPTEDFORPERMIT. A PERMIT ISSUED SHALL BECONSTRUEDTOBEALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER. OR SET ASIDE ANY OF THEPROV(SiONS OF THE TECHNICAL CODES. NOR SHALLISSUANCEOFAPERMITPREVENTTHEBUILDINGDEPTFROMTHEREAFTERREQUIRINGACORREC. TION OF ERRORS ON THE PLANS. CONSTRUCTIONOROTHERWOLATIONSOFTyECODES. PERMIT #A2-is CITY OF SANFORD APPLICATION FOR TEMPORARY USE PERMIT PERMIT NO. DATE: C 1-- i d The undersigned hereby applies for a permit for the following described work: Owner: Job Address: "Vx b f n,re, L4 n ^e ce rA,.c 1 Nature of Work: Parcel No: Applicant's Name: (Y r wasa ire r Applicant's Address: Q. \16t 1 • WeS -M b.. Applicant's Phone No.: I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Applicant's State License Number (If applicable) Permit Fee: 5 _ _ GA`' ecv-,,. tzW--N 4) LIMITED POWER OF ATTORNEY DATE: - I HEREBY NAME AND APPOINT: ANGELO SANTIAGO and AMY CONDON EACH AN AGENT OF: BEAZER HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: rU A SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARCUS L. WATTERS. JR. NAME OF CONTRACTOR.) SIGNATURE OF CON CTOR STATE CERT. # CBC 053044 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this: DATE: -A 0' BY: MARCUS L. WATTERS, JR. Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNT O NGE, SIGN OF NOTARY: a D. A CLARK MY Comm ESPTAprv PUBLIC A $SOii99 mown l t ouw I.D. NOTARY SEAL. Herx & Associates Inc. L a n d S u r v e y i n g 455 Douglas Avenue Suite 1455, Altamonte Springs, Florida, 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping CUR VE DELTA ANGLE C I 32" 24 ' 27 - LINE BEARING L I N 89°54'57-W L 2 N 33°47'43-E RADIUS 50.00' DISTANCE 60.00' 58.44' LOT 22 Map of Survey ARC TANGENT 26.28' 14.53 N O O NO CHORD CHORD BEARING 27. 91 ' S 83° 56 ' 43 -E KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 & 28 LI 25' UNDISTURBED BUFFER 20' DRAINAGE EASEMENT 10 LOT 21 B- GRADING 7.133 50. FT. FINISHED FLOOR ELEVATION 56.0 C.4 1 PROPOSED CONSTRUCTION TRAILER N B.6 28' m /3 8.6 6 M CI O tiO CIL CALABRIA SPRINGS COVE y h 50' R/W) TRACT F PRIVATE ROAD. DRAINAGE & UTILITY EASEMENT C/ :54. REFERENCED BEARING A SETBACKS: SITE DATA P. C. P. S 89* 40 ' 49 -E V 954. 46 ' P.c. P. Front 25' Rear 20' AFERVIO_US SO. FT. " 3 CITY OF SANFORD Side 75 ' Corner 25' LOT SQ. FT. IMPER VIOUS AREA - 224 SQ. FT. LEGAL DESCRPTION. Lot 2 1.- CALABRIA COVE to the lot thereof recorded in Plot Book Note: Bearings shown hereon are referenced to the C/L occordng plotas of CALABRIA SPRIVGS COVE as being N 89°40'49-W. of pages of the Pubic Records of Seminole County. Florida. Vertical datum is based on NGVD per EngineeringFLOODHAZARDDATA: The Parcel shown hereon 6es within Flood Zone X. construction plans by Burkett Engineering. hc. according to the Flood Insurance Rote Mop Community Panel Number Project No. 9709-3 11202890040E.Doted 04/17/95. Legend® General Notes: Proposedp Temporary Benchmark datum cvs Offset O.R.B. Official Records Book 1. This Is a BOUNDARY Surveyperformed in the field onp assumed ) PB Plat Book 2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk PC Point of Curvature subsurface/aerial encroachments, itany, were located. GIL a Centerline Central or (Derr::) Anglo FCC. Point of Compound Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. CALC Calculatedce P.C.P. Permanent Control Point 4. Elevations shown hereon, it any, are assumed and were obtained from approved Chord Bearing PageP. R.M. Construction plans provided by the Client unless otherwise noted, and are shown CD Chord P.R Permanent Reference Monument P. ProperlyonlyinetodepicttheproposedoractualdifferenceInelevationrelativetotheassumedPPPC.M. Concrete Monument P.O.B. Point of Beginningegg temporary Benchmark shown hereon. EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) p I Point of Intersection Rights -of -way of record whether depicted or not on this document. No search of the FD. Found Fin'Elev. Finished Floor Elevation PRC. Point of Reverse Curvature Public Records has been made by this office. I.P. Iron Pipe PT. Point of Tan enc9y 6. The legal description shown hereon is as furnished by client. I.R. Iron Rod RADR Radius Radial Line7. Platted and measured distances and directions are the same unless otherwise noted. L Arc Length RES. Denotes %"iron rod with yellow plastic cap marked LB4937 or LS3182, or CB Licensed Business IWResidenceRicaRight -of -Way Y." rod with red plastic cap marked "Witness Corner" unless otherwise noted. LS. Land Surveyor ram Temporary Benchmark O Denotes P.C.P. (Permanent control point) Mee WD(NdD) MeasuredTYP. Nail and Disk/--/ Typical Denotes Permanent Reference Monument N.R. Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal Drawn by : CMofaFloridalicensedSurveyorandMapper This survey meets the requiremen the Florida Minimum Technical Checked b y : DP Pdorv eStandardsascontainedInaptr6117•8 Fiorlda Administrative Coda. Pr Sketch of Legal Description Job NumbeFor: BEAZER r: 01-005-02 - This is not o Survey Scale : 1-- 30' Fk UL,_ Plot plan performed: 09-05-01 William A. Her,,P.L.$. ride egister Land Surveyor No.3182 Foundation Survey: Darse L. Przemienleckl, P.S.M. Reglsfe d Surveyor and Mapper No. 6030 F i n o 1 Survey : William R. Herx, P.S.M. Registered Su eyor and Mapper No. 6092 Revisions Herx 8 Associates Inc., State of Florida LB 4937 11111111111111111 oil 1111111111111111111111111111111111111111 Permit Number: Prepared By Amy Condon, BEAZER HOMES and 380 S. North Lake Blvd., Ste 1012 Return To: Altamonte Springs, FL 32701 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04189 PG 0504 CLERK'S # 2001759854 RECORDED 10/09/2001 02114059 PM RECORDING FEES 10.50 RECORDED BY L McKinley The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of property Lot Number Legal Description C; -- C ve-- according to the plat thereof, as recorded in Plat Book ., Pages of the public records of Seminole County, Florida. Street Address zzt a. M.br,o.., 2. General description of improvements New single family residence 3. Owner information : Name eazer Homes Corp. Address q)2--. 8,O S North Lake Blvd., Suite 1012, Altamonte Springs, FL 32701 Tel Number (407) 339-4114 4. Fee Simple Title Holder: N.A. 5. Contractor: 6. Surety : N.A. 7. Lender: N.A. Name Marcus L Watters JR Address 380 S North Lake Blvd., Suite 1012, Altamonte Springs, FL 32701 Tel Number (407) 339-41 14 CERTIFIED COPY MARYANNE MORM CLERK OF CIRCUIT RT SEMIN LE COU RIDA t. i_ 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement : One year from the date of recording. Date Signed : 10 l) Signature of Owner's Agent, Amy Condon Sworn to and subscribed before me this $ day of fiber 2001 By Am n, who is personally known to me. C 4pRY PVC JO AP N M. JOHN" nature of Notary: Notary Seal: t MY COMMISSION t CC 921808 J UrMES March 23, 2004 nir, Sap, Nm,tro Services FILE NUM 2001759854 OR BOOK 04189 PAGE 0505 LEGAL DESCRIPTION SEC 32 TWP 19S RGE 30E S 1/4 OF NE 1/4 OF SE 1/4 (LESS PT W OF A LINE BEG 1381.12 FT S OF NW COR RUN N 10 DEG 26 MIN E) & BEG NE COR RUN W 1033.52 FT S 10 DEG 14 MIN 54 SEC W 225.33 FT E 709.64 FT - N 01 DEG 26 MIN 21 SEC W 102.98 FT E 189.26 FT N 01 DEG 20 MIN 21 SEC "' 93.76 FT E TO A PT S OF BEG N TO BEG & IN SEC 33 TWP 19S RGE 30E S 5 CH OF W 11 1/2 CH OF NW 1/4 OF SW 1%4 W OF OREGON AVE (LESS N 25 F T) REVISIONS PERMIT # (01 DATE C)- 'S- O 1 ADDRESS CONTRACTOR PH # l4d-1 q 1 ^ 1 i rk"" A: X # 4o 1 - DESCPRITION OF REVISION::~-Y- r rv-k y , a C..rll-CLI UTILITIES --> FIRE m LIMITED POWER OF ATTORNEY DATE: 1 p - S- COl I HEREBY NAME AND APPOINT: ANGELO SANTIAGO and AMY CONDON EACH AN AGENT OF: BEAZER HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDIVISION:;c-- ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARCUS L. WATTERS, JR. NAME OF CONTRACTOR.) SIGNATURE OF CONT CTOR.) STATE CERT. # CBC 053044 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this: DATE: O BY: MARCUS L. WATTERS, JR. Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. SIGNATURE OF NOTARY: DENISE S. SUTTON Notary Public, State of Florida My comm. exp. July 11, 2005 Comm. No. DO 041472 0/v S"/ / NOTARY SEAL. Herx & Associates Inc. L a n d S u r v e y i n g 455 Douglas Avenue Suite 1455, Altamonte Springs, Florida, 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping 8 0 y P • 0 • 8 ^ N 69.4 •w 40,91 Map PLAT of Survey soox 00 RPAGES900xJO. PAGES 17 d 19 L I a g g S 01.9-45:50-E o 010' DRAINAGE EASEMENT 51' h O LOT 36 O B' GRADING oa9.115 50. FT, O.C. W 10.0 It 11'J LANAINEROFNW1/I nSECTION N7aMOOFIEN FI64 NCED BEARING o ELEY. 'e d 0' 1 1'w 7J..J o NOOIFED•4' GAR EMT rr0 STORY R(S'DENCE F1wFL. ELEY.:50.5 LOT 37 o e co Co... LINE BEARING DISTANCE L I N 89.45'58'W 60.00' L 2 S 89'40'49'E 60.00' Z MUST BE " i t= ; i.)W FADJACEN', :1 D UN ,, ESN OTHERI- PRO S cPROVEDmN 0 Rl m LOT 35 V c 64'D Vertical down is bosed on NGVD per Enrernq SETBACKS: SITE DATA Constructionplansby8wkenEngneernq, hc, zo J• 10.0 Front 25' Rev' 20' ! Rn SQ FT. • 30 ProjectNo. 9709 3 ! Sale 75 ' Corner 25LOT $p. FT. --- FLOOD HAZARD DATA: The Parcel shorn hereon ies within Food Zone 'X. p I M P E R V 10 U 5 AREA • 2.755 SQ FT. acted ro the Federal Emerge cy LA gency. Letterof Mao R6Yrsan 7LOAftJCoseNFnberg6D412P, led Mach d 1 9 9 6. Note: Bea• s shown hereon ore referenced to the C/L of CALABRrASPRMSCOVEosbergN89. 40 49' W ro 45. 37' L 2 o O CATCHBASIN I.C. I. I.0 . r C/ L CALABRIA SPRINGS COVE N 89'40'49'W 954,46' 150' R/ W1 TRACT F REFERENCED SEARING PRIVATE ROAD. DRAINAGE 4 UTILITY EASEMENT Proposed Lot 36, "Calabria Cove" Subdivision, City of Sanford, Seminole County, Florida. Legal Description : A parcel of land lying in Section 33, Township 19 South, Range 30 East, City of Sanford, Seminole County, Florida described as follows: Commence at the Northeast corner of the Northwest '/4, of the Southwest %4, of said Section 33, thence N89043'21" W, along the north line of Southwest'/4, of said Section 33, as a basis of lute or the south 3 grains of the west 11 % chains of the Northwest '/4, of the Southwest of said Section 33 ; thence S $'P45"58'T,4 distata a of 2,51' 'to the Northeast plat comer of the proposed Calabria Cove subdivision; hence S 00'006'39"W, a distance of T„ Q 00' t `alor tic ee trc psd plat bourtd . Ito the Southeast plat corner of said propcsec sttJdxvtston, t ence N 89°4S"58"tong the south proposed plat boundary, a distance o' to the Point of Beginning; thence continue along said south line, .a dista4cccf64:flp''; thence"N"0t°1R.'..12';'E, a dstsnce_f 1517:.,.tttertce' S 8°et3t9" Be containing 0,2.1 acres more or less, General Notes: 1. This is a BOUNDARY Survey performed in the field on _ Proposed 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface aerialencroachments, if any, were located. 3. Building lies shown are to the exterior unfinished foundation surface or forrnboard, 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plansprovidedbytheClientunlessotherwisenoted, and are shown only to depict the proposed or actual difference In elevation relative to the assumed temporary Benchmarkshownhereon. 5. The parcel shown hereon Is subject to all easements, reservations, restrictions, and Rights-ot•way of record whether depicted or not on this document. No search of the Public Recordshasbeenmadebythisof/Ice. 6. ThelegaldescriptionshownhereonIsasfurnishedbyclient. 7. Plaitedandmeasureddistancesanddirectionsarethesomeunlessotherwise noted. Denotes %-IronrodwithyellowplasticcapmarkedLB4937orLS3182, or W ironrodwithredplasticcapmarked "Witness Corner" unless otherwise noted. O DenotesP.C.P. (Permannin uunlro,,Jj.'rll Denotes Permanent i?oference Wo.irment cartificatlon: Not : alld without thl s%gnaNas and the orlpsnal raised seat Of aFloridaI/tensed Surveyor End Mapper This survey meek, the Too uI ;Fn Is of the Florld6 Mlnlraum Tacpitical Jdndards ascc.iralcod apte 61G17.6 Florida Ad ninistrativr* Code. William A. kierx, ? L .^. Ficrlds Re Istare ,Land St r, No. Dares L. Pr1em1(n182 leckl, P.S.M. s7 Istered Surveyor and Mapper No. 6030 William R. He P. S. M. ltagls(er d Surveyor and Mapper No. 6092 Herx 9AssociatesIris'., Sraie of -, rlda 18 ep37 Legend f9 Temporary Benchmark CVS Offset assumed datum) O.R.B. Office/Records Book BOW Back Of sidewalk PB Plat Book GIL Centerline PC Point of Curvature d Central or (Dena) Angle PCC. Point of Compound Curvature CALC Calculated P.C.P. Permanent Control Point CB Chord Bearing PG. Page co Chord P.R.M. Permanent Reference Monument C.M. Concrete Monument P/L Property Line EL. or ELEV Elevation (Proposed) P.O.B. Point of Beginning FINAL EL. Elevation (Measured) P.O. C. Point of Commencement FD. Found P.1. Point of Intersection Fin.Fl. Elev. Finished Floor Elevation PRC. Point of Reverse Curvature l.P. Iron Pipe PT. Point of Tangency I.R. Iron Rod R Radius L Arc Length RAO Radial Line LB Licensed Business RES. Residence I.S. Land Surveyor R/W Right -of -Way Mee Measured TBM Temporary Benchmark W(NQO) Nall and Disk TYP. Typical N. R. Not Radial r/" rr-- Fence symbol (see drawing) X—X• Fence symbol (see drawing) Sketch of Lego/ Description This is not a Survey Drawn by: DL checked br: DP Pre Per • dFor: S AZER Job N— b" : 01.005.02 stole : 1'• 40' PorkiRyy Les Plor P10— 09,io•01 Plot leeperfor ••d: IO-OJ-o1 Fov•derioA3vrfey: Fin olsetrey: Reri, ie•a . CITY OF SANFORD PERMIT APPLICATION Permit No.: Job Address: Date: - I Z " 07 1 nv a / Parcel No.: iC\ - co() - C)00n (Attach Proof of Ownership & Legal Description) Description of Work: Type of Construction: Valuation of Work: $ ij Occupancy Type: Residential Commercial &strial Number of Stories: clA Number of Dwelling Units: _ Zoning: Total Square Footage: Owner: 'bea-ze r- "n f-mets Address: 1 3 r i .y "lc1S1 Y' y ke. br . J City: k;e, r t .. ,r`, State: IFL - Zip: --- , ar4 t Phone No.: t{fl_T - i I n 14 Fax No.: L1')'T ' 3139 Contractor: i'i[. v . .t 5y VMAie_ V- V Y, S- Address: 1Fj_ V e.Syam r e. 11 Y , & City: Kt8-r-t rrynk. SP State: \'-L Zip: rl 1!- State License No.: CPX_ 063o'A Phone No.: 7 3 3 Fax No.: 401 S a l —4 t (o 4o Contact Person: rr rr-, Phone No.: 40-f- Cv `7 Title Holder (If other than caner): iJ Address: Bonding Company: Address: Mortgage Lender: eQ. Address: Architect:_ I_hOmQ , i c.0 '. b !l Phone No.: t0j - -1 `1 Ll . Q1 Address: P,O • BoX % In % I n J 3 K \ a- . S p j C, 3D.°l 11n Fax N o.: 4-07 - -7 I kJ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of thispermit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. t- d1 Si / ent Date P ' ent's ame Signs ` of Notary -State of Florida Date of r t D. A. CLARK TAPY o My Comm EW 6/27/03 PUBLIC A No. CC 450099 owner1011111y n to Me or APPLICATION APPROVED BY: r/ en Date P ' r ent's ame Signatur f Notary -State of Florida Date D- A CLARK omm ExP. 6/27103 h Krwwn t t OMo I.Q bntractor/Ag > r..: .. p6rsonally Known to Me or Pre°Q,_ Date: / ` _ C, / Special Conditions: JOANN JOHNSON - Re: Calabria Cove Models Page 1 From: BOB WALTER To: JOANN JOHNSON Date: Thu, Sep 6, 2001 5:05 PM Subject: Re: Calabria Cove Models Please do not issue permits for these models due to: 1) Water is not cleared from FDEP PLat is in review with City - Okay Improved access to models - Okay Plot legal description - Okay estoppel letter - Okay There may be other Department's issues ( Utilities) Thanks Bob AD JOANN JOHNSON 09/06/2001 8:05:29 AM >>> Please come sign off on these so I may issue them... Apparently Russ said you need to review the legal description and the estoppel letter? Thanks Jo -Ann CITY OF SANFORD PLANS REVIEW COMNIENT SHEET DATE___ PROJECT: ADDRESS: CONTRACTOR: OWNER: PLANS REVIEWED BY: COMMENTS: PERSON NOTIFIED: DATE: PHONE: NO ONE NOTIFIED: DATE RESPONSE RECEIVED: FAX: e4b%/3o 2 - yi Z c. v t Print Key Output Page 1 57698SI V4R5M0 000526 SANFORD 09/06/01 11:18:25' Display; Device _ BPWEST User JOHNSON I BP200103 CITY OF SANFORD 9/0 /01 Application Inquiry - Fee. 11:18:23 Application nbr 01 00002450' Property 101 ` CALABRIA SPRINGS COVE Fee Class/Type/Description Trams amt Amt due 9truct'Permit In:ep A AF 01-APPLCTNFEES-BUILDING 10.00 10.00 A CX 01-PLANS - EXTRA SETS 34.00 34.00 1 A DR 0 -ENGNG DEVLPMT FEES 10.00 10.00 A FR 01.--FI:RE IMPACT µ- RESIDENT 59.27 59.27 A LB 01--LIBRARY IMPACT FEE 54.00 54.00 A OS 0 -OPEN SPACE 279.61 279.61' P FF 01.--PERMIT FEES 551.00 551.00 000000 BLCAaa A PR 01-POLICE IMPACT-'RESID 91.93 91.93 A RA 01-RADON GAS TAX FEE 16.10 16.10 A RD 01-ROAD IMPACT FEES 847.00 847.00 A SC 01--RE OVERY FD/CERT. PGM 16.11 16.11 A SI 01-SCHOOL IMPACT FEE 1384.00 1384.00 More... Total due': 5703.02 Press Enter to continue F3= Exit F12=Cancel a i z OOP, /v AEA 'ro e6 77"PY-1 c n `, Print Key Output Page 1 Display Device . . . BPWEST User JOHNSON BP200103 CITY OF SA FORD 9,/06/01 Application Inquiry - Fees 11:18:23 Application nbar 61 0000 450 Property . . . . 101 CALABRIA SPRINGS COVE Fee Class/Type/Description Trans amt A t due Struct Permit Insp A Ul WD IMPACT.SINGLE FAMILY 650.00 650.00 A'U4 SD IMPACT.SINGLE FAMILY 1700.60 1700.00 Bottom'' Total due 5703.02 Press Enter to ;continue. F =Exit F12=Cancel Herx & Associates Inc. L a n d S u r v e y i n g 455 Douglas Avenue Suite 1455, Altamonte Springs, Florida.32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map ofCURVEDELTAANGLERADIUSANGENT" C 1 11115,00, 75.00 14.73' 7.38' KAYW00D REPLAT PLAT BOOK 30. PAGES 27 d 28 P.O.B 00 N 89.45'5a-w 189 91 L 1 0M a 25UNDISTURBED BUFFER ti b Oc S 99.45'58'E 20' DRAINAGE EASEMENT- 2. 51' LOT 37 2 o o PROPOSED) O a z o B• GRADING P 0 l /' m y_y 9.117 SO. FT, 12.3 W to II.J' LANAI NECORNEROFNW114n5W114. SECT ION D y 3J• 19-JO n onN 20, 7' YODEL FP•04 N m REr ERENCEDBEARING w, n,D Do ELEv. B l D' o MODIFED•4' GAR EXT V89.4J'71 'W 7J. J6 b TWO STORY RESIDENCE MFIN. FL. ELEV.:50.0 . mLnn z w N 417. 71 19.7' o0 DOe 64'D CHORD CHORD BEARING 14. 70' N 84'41'42'E LINE BEARING DISTANCE L I N 89'45'58'W 60.00' L 2 S 89*40'49'E 45.37' LOT 36 SETBACKS I SITE DATA Front 25' Rea 45'• M'ERVK)!15 50 FT.. 30.3 x Side 7.5 ' Corner 25' I LOT 50, FT. IMPERVIOUS AREA -275950.FT. CITY OF SANFORD Note.' Beorilgs shown hereon are reverenced to the North line of the SW V4. Section 33-19-30. as being N 89' 43 2 1 'W Vertical datum is based on NGVD per Engineering construction pions by Burkett Engineering. hc. ProjectNo. 9709.3 1 FLOOD HAZARD DATA: The Parcel shoen harem les whin Flood Zone -X'. occor& q to the Federal Emergency Mo+or.1f Ayency. Loner of Mcp RevisionOMt) Cose Nmber 96-04- 12 P. Doted Mo el a 19 9 6 CI L2 nn CIL CALABRIA SPRINGS COVE o ( 50' R7W) TRACT F p CATCH BASIN PRIVATE ROAD. DRAINAGE 6 UTILITY EASEMENT N 89'40'49 W 1.254.46 Proposed Lot 37, "Calabria Cove" Subdivision, City of Sanford, Seminole County, Florida. Legal Description : A parcel of land lying in Section 33, Township 19 South, Range 30 East, City of Sanford, Seminole County, Florida described as follows: Commence at the Northeast corner of the Northwest '/4, of the Southwest '/4, of said Section 33, thence N89° 43'21"W, along the north line of Southwest'/4, of said Section 33, as a basis of bearing, a distance of 673.36'; thence S 00°50'30"E, a distance of 997.21', to the north line of the south 5 chains of the west 11 %Z chains of the Northwest '/4, of the Southwest 4, of said Section 33 ; thence S 89°45'58"E, a distance of 2.51', to the Northeast plat comer of the proposed Calabria Cove subdivision; thence S 00°06'39"W, a distance of 330. 00', along the east proposed plat boundary, to the Southeast plat corner of said proposed subdivision; thence N 89°45'58"W along the south proposed plat boundary, a distance of 188.91' to the Point of Beginning; thence continue along said south line, a distance of 60.00% thence N 00'19'12"E, a distance of 151.88'; thence S 89°40'49"E, a distance of 45.37' to a point on a curve; thence 14.73' along the arc of a curve to the left, having a radius of 75.00', a central angle of 11'15'00", a chord length of 14.70' bearing N 84°41'42"E; thence S 00°19'12"W, a distance of 153.23' , to the Point of Beginning; General Notes: g Legend containing0.21 acres more or less. as on5er IDTemporaryBenchmarkO.R.B. 1. This is a BOUNDARY Survey performed in the tTeld on Proposed (assumed datum) Official Records Book 2. No aerial, surface or subsurface utilityInstallations, underground improvements or BOW Back of sidewalk PB P PC Plat Book Point 01 Curvature subsurface/ aerial encroachments, if CA Centertine any, were located. YPCC. Point of Compound Curvature lAltDro(ea) Angle 3. Building ties shown are to the exterior unfinished foundation surface or formboard. d CentralP.C.P. Permanent Control Point CALCCalculated4. Elevations shown hereon, if any, are assumed and were obtained Irom approved CB Chord Bearing P. Page Construction plans provided by the Client unless otherwise nolet and are shown CD Chord P.R.M. Permanent Reference Monument only to depict the proposed or actual difference in elevation relative to the assumed C.M. Concrete Monument PrL P. O.B. Property Line Point of Beginning temporaryBenchmarkshownhereon. EL. or ELEV Elevation (Proposed) P.6 C. Point of Commencement TheparcelshownhereonIssubjecttoalleasements, reservations, restrictions, and FINAL EL. Elevation (Measured) P.I P I. Point of intersection Rights - of -way of record whether depicted or not on this document. No search of the FO. Found PRC. Fin.Fl. Elev. Finished Floor Elevation Point of Reverse Curvature PT. PublicRecordshasbeenmadebythisoffice. I.P. iron Pipe Point of Tangency 6. The legal description shown hereon is as furnished b client. R 9pYI.R. Iron Rod Radius RAO 7. Platted and measured distances rod directions are the same unless otherwise noted. L Arc Length Radial Line RES. DenotesA' iron rod with yellowy plastic can marked LB4937 or LS3182, or LB Licensed Business R W Residence Right- of-way ri4"iron rod with red plastic rap rn;ar;ied ' Nilr,ass CornerLS. Land Surveyor unless otherwisenoted. 1'O TBMTemporary Benchmark O DenotesP.C.P. (Permanent cer+.Mee Measuredfrolpointj TYP. TypicalN/D(N&D) Nail and Disk Denotes Penrane.t Relate..^ice ;Lfonument N.R. Not Radial "'" Fence symbol (see drawing) X—X• Fence symbol (see drawing) CarifBcatlon: Not valid without the signature and Ise origlnail raised seal of Florida licensed Surveyor and Mapper D.•.. This surveymeetsthereqao"'/tha FiaddO Minimum Teulnical ci,.•b.d s contalnel4n ! 6T 17.6 Florida Adminstraflve by: AN b : D as rCode. .eo•..d e.: BEAZER J+b Nv°be.: Ot-005.02 Sketch or Le of Descri tion Pier. • r'•.ol. Ple1 i.. r•...d: r zo_,s•'°s's:=:, I::f•.....° gI This isnotaSurveyr.p•.e L+B•1 WilliemA.Herx,P.l. .FfortdaReglsfer Land Surveyor No.3182 Re..F:.71M1 Des e. ivl ie.: 08.08.01 Fts•r EI•.:00.24.Or Daree L. Przemlanteckl, P.S.M. Re Ist r Surveyor and Me Re.. Fle+d 2+.• D•1•: 09. 21.01 p 1MapperWilliamR. Herx, P.S.M. Registered Su Mapper No. eyor and6092°;;°,;;.y"'•y Herx & Associates Inc., State of Florida LB 4937 09/24/01 09:04.FA% 407 339 4166~ Q BEAZER HOMES ORLANDO 0003 Heex & Associates Inc. land Surveying 455 Douglas Avenue Suite 1455, Altamonte Springs, Florida%32714 (407)788-8808MemberoftheFloridaSurveyingandMappingSocietyandAmericanCongressonSurveyingandMapping i Map of Surcfy CURVE DELTA ANGLE RADIUS ARC TANG N CHOAD CHORD BEARING C t II. 15 -Do' 75.00' 14.73• 7.35 14.70' N a4.41'42'E RAYWOOO REPLAT P.06. PLAT BOOR 30. FACES 27 6 20 Lt . LINE BEARING 013T4NCE 60- Do' LrN69'45'SB-W 1 L ? s 69'40'49'f ts• unors rVaatO aVrrta - d E ev'4s'sa'tto' DanrnaOt Cns[a[nTo I rY- OT36._, LOT 37 O nop1PROPOSEDISFTBAC5sS DdTA , e H p •-- a •=6RAD+NO.IIIIIIIIIIII Front 25' ReQ 45'• 9. 111 SD. FT; n.s Side 75 ' Caner 25' LOT S0. 4'T P.O.C. a o Lnunr MPERVfOUS AEA-7•,75950.FT. E aoanra or ,ra' rr• -. — CITY OF SAMFORD SRrr•, srCrrOn ' ra r- N s• ro-so e IV • - fJore' . seem N. 5 we reiweec0. to the , oDc. rr6. Z I*1 North ds0 0 the Sir N. ScUron J3-9-30. usrElf.. / D' xr as bo• N 69' 43 21'W. cli— !E.e,ore „9b,Fta-1' ry E n • s'7re n.se Fro ,w., nuicE.cr r - n. rick-•so.a . Vertkd daton a based NGVD pw ErIn—i9 , w comtrvelion pimE b'_ Bv1en En9neersy be. e © m Project No 97093 t j°C GtL r'c I;Si7'. tZdwFadid .P-Wd'alwrcm io,grFb 7[on. X. i " r '.• tk; jnp:•A:a Nauw:N a.Nab96 O's,l.= e.1., Vt c1 Lz N C/L IA SPRINGS COVE ISD/ WJ TRACT F 0'R o cArw ea +n PRIVATE ROAD, ORAfNAGE-6 UTILITY EASEMENT r a. Proposed_ Lot:37; "Calabria Cove" Subdivision, City of Sanford, Seminole County, Florida, Legal Description : A parcel of land lying in Section 33, Township 19 South, Range 30 East, City of Sanford, Seminole County, Florida described as follows: Commence at the NortheastcomeroftheNorthwestt/4, of theSouthwest V/4, of said Section 33, thence W, line of Southwest'/,, of said Section 33, as a basis of N89e43'21 along the north 673.36% thence S 00e50'30"P., a distance of 997.21', to the north bearing, a distance of line of the south 5 chains of the west 11 '/: chains of the Northwest'V/A, of the Southwest 1/ 4, of saidSection 33 ; thence S 89°45'58"E, a distance of 2.51', to the Northeastplat comeroftheproposedCalabriaCovesubdivision; thence S 00°06'39'W, a distance of 330.00', along the east proposed plat boundary, to the Southeast plat comer of saidsubdivision; thence N 89°45'5S"W along the south proposed plat boundary, a proposeddistanceof188.91' to the Point of Beginning; thence continue along said south line, a 60.00% thence N 00,19' 12"E, a distance of 151.88% thence S 89040'49"F., a distanceofthence14.73' along the arc of a curve to the left, distanceof45.37' to a point on a curve; 75.00'; a central angle of 11*15'00", a chord length of 14.70' bearing havingaradiusofN84a41'42'1; thence S 00P19'12"W, a distance of 153.23' , to the Point of Beginning; egeDocontaining0.21 acres more or less: m TpmpweryasnrAma x W General Notes; g DD[" slisa 1. Yhis is BOUNDARY SurveyperformedInthefield onProposed WssumiddatwN Pe'p' ft a Bow Back ofsMawalk 2. No aedA surface a substlffaceutaity, installations, underground Improvements or CA Crnta'1we O _ ftAl Of IdCompound curvature - subsutface/aedel encroarhmMts, if any," to locoted. A Centrdror(Dcita) Angie P.C.P. 3. Budding tics shown we to the exterior unfinishedfoundation surface or fomibowd. CALL Cork lltea PwmanentC vol Print Pa 4. Eievadons shown hereon, if any, are assumed and were obtained trom approved CO Chwd aoofhg P.M.M. PWanont Rererence Mrnumcnt Construction plans provided by the talentunless otherrrIsenoted, and areshown co Chord Pit only todepict the proposed or actualdifference in elevairon rolaUve to the assumed C.M. Concrete Mww,. M P.O.S. Properly LAa Pomf oreo6taaino temporary Benchmark shown hereon. EL or ELEV E*M16n(Proposed) P.O.C. restrictions, and FINAL EL elpn&hr, (Measured) P.). Pond or eomnlenwmcntPoint of Int—edon 5. The parcel shown hereon is subject to all easements, rose("Oons, Fo. Pddnd PRC. Rlghts-or-way of recordwhether depicted or noton this document. No scarce of the pm -Ft. En, Finished Freer Uentfon PIT. Fomlar RevaraaCw•arwc PoMI dToeOencyPublk Records has been mpgo. by this office. - LP, Iron 74pe R 6. The loyof description 44(!%1r, a0MV1l l: ?s?umishad by client. I.R. tron Rod RAO Radfua Radralurne7. Plotted and measuYaydistances 4Mddhectraos are thesame unless otherwise nofad. L Arc LanOth Res. e Denotes yedow plaaik capmerged La493Yor LS3162, er Le Lkensed ausmeaa Rno R° Idse w Rrehtar- w'ayrS'Inn•vd.dDh LS. Land sumyar TOM X,rron rod whir red p)Istr. oR nlorl3t(942ppeCOn,c", unless athOtwise nolod. MeaM"O—d rYP. Te4,pwaryftrch rrymll O Ocnotes P.f P. CrOrerretrteOnirtli's'OI,iN7. n4D(N&O) Nan and Dblr ...V..//•• to Denotes Pemnanenri3eRerarlce Monu:le`7Y_ _ - N.R. Not Redlai .X—X. Fence "mbd (- ee dn.;np) Fence aymbvl ( SCO drawrnp) CeRatwdon: Ne.' vaFra wlrfwuf tra1=09dtre,aN dv crrOlgZr rarsea seat eFlorid. freorrsod SYNI;IaCank!MaPP_ Z Or••• Iy, ore, Th43—vy. 89MIho' aF.JMa Mkdnu YccAnlcaJ u....a 1 01 Irq•real•., at•Ifa G 17•dFgddO Adm!n75tra we A•Mr, Or-00s•O[ ros asconlairmCoder40' Ieal• ISketchofLegolDescription .,•, 1'• r.. y.. r.•«a: ce.7s-ar nor o Survey r verr.1.• a a.., . 3 i...t. This isYL.y.r E....l3i::: i: aI W011— .Hera. P.L tondaReOlst Gnd $vrveyw NO. sle2R••. Flea Z•.• 0•,•r oe-tl•4r 0 r... . s•...,, r: DameL. PrsomladaW. P.$.M. Raelsl h.• .t' swva —pdMapperNO. 697r. WOM fL I4 P.S.M. ReWsion'dyw andMapper No. 0092 Hera A Ass I., mG, Shale of P.bdda Le A937 Seminole County Property Appraiser Database Information rage i ui L SE:b1INC LE Q Clti7Y APPRAISAL DATA Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Parcel Id 32-19-30-300-01 b0-000Q Tax S 1-SANFORUDistrict 00- VACANT Owner BEAZ.ER HOMES CORP DOr RESIDENTIAL IF 0S NORTHLAKE BLVD STE Address 12 City, 5tate,ZipCode ALTAMONTE SPRINGS FL Exemptions - 32701 it Property Address 2840 OREGON AVE VALUE SUMMARY Value Method IF- Market1 -- Number of Buildings 0 Depreciated Bldg Value $0 Depreciated EXF T Value][$0 Land Value (Market) $602,940 Land Value Ag $0 Jt/ 1 Irl gt Vala $602,940 Assessed Value (SOH) Exempt Value 602, 940 0 h" p://ntweb.scpaf].org/pis/webrseminole__county_title?PARCEL=32193030001600000 7/25/01 Seminole County Property Appraiser Database Information Page 2 of 2 Taxable Value1$602,940 -- - - — L. 11 SALES Lail, ORMATION Deed LD stejBook Page Amount VaclImP 850, 000 Vacant WARRANTYDEED12,12000 0397-5 [062 [Va. Find able dales wttltln tlis uivtsion h,, tpTi!web.5cpafl.L,rg/pls,lwc't),,scininoie-.c,ocuity__tltle?PARCEL-r32 193030001600000 7;'2 5 /0 1 r..• ..• . rr. .. rr. •...• ...f• as 1.... 61/ 1n 111s 1I1 as Ill 1Iasi Permit Nu Prepared B' Amy Condon, BEAZER HOMES and 215 N. Westmonte Drive Return To: Altamonte Springs, FL 32714 NOTICE OF COMMENCEMENT. State of Florida County of Seminole MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04147 PG 1264 CLERK'S # 2001734693 RECORDED 08/14/2001 12:07:02 PM RECORDING FEES 10.50 RECORDED BY G Harford The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice ofCommencement. l . Description of property: Lot Number — Sew- fit e c Legal Description Calabria Cove, according to the plat thereof, as recorded in Plat Book _ pages , of the public records of Seminole County, Florida. Street Address .0_,0_ to. D v ' r rn ,__ eco.-de 2. General description of improvements: New single family residence 3. Owner Information: Name Beazer Homes Address 215 N. Westmonte Drive Altamonte Springs, FL 32714 Tel. Number 407-339-41 14 4. Fee Simple TitleHolder: N/A Contractor: Name Marcus L. Watters, Jr. Address 215 N. Westmonte Drive Altamonte Springs, FL 32714 Tel, Number 407-339-41 14 6. Surety: N/A Lender: N/A 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy ofthe Lienor's Notice as provided in713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. Date Signed: '36' - ) _25- t7 t Signature of Owner's Agent, Amy Condon: Sworn t subscribed before me this t 3*lay of ts" 2001, By Am don, who is pers wn to me. CERTIFIED COPI ig of Notary: Notary Seal: MARYANNE MORSE CU OF CIRCUIT GWR'T 6EM 0 NTI. PLDN 10 0. A CLARK 0 CL TART o MY Comm LIC 4/27/03PUB o. CC 850099 AUG ++ tlonl«r.a AWG 14 20 FILE NUN 2001734693 OR BOOK 04147 PAGE 1265 m LEGAL DESCRIPTION SEC 32 TWP 19S RGE 30E S 1/4 OF NE 1/4 OF SE 1/4 (LESS PT W OF A LINE BEG 1381.12 FT S OF NW COR RUN N 10 DEG 26 MIN E) & BEG NE COR RUN W 1033.52 FT S 10 DEG 14 MIN 54 SEC W 225.33 FT E 709.64 FT - N 01 DEG 26 MIN 21 SEC W 102.98 FT E 189.26 FT N 01 DEG 20 MTN 21 SEC W 9;.76 FT E TO A PT S OF BEG N TO BEG & TN SEC 33 TWP 19S RGE 30E S 5 CH OF W 11 1/2 CH OF NW 1/4 OF SW 1A W OF OREGON AVE (LESS N 25 F T) http://ntweb.scpafl.org;pis x%eb seminole_county_title?PARCEL=32193030001600000 7/25/01 LIMITED POWER OF ATTORNEY DATE: ` 6 _ nj I HEREBY NAME AND APPOINT: ANGELO SANTIAGO and AMY CONDON EACH AN AGENT OF: BEAZER HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: C FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: -5-7 SUBDIVISION: ADDRESS: C o l,• oL, ,r; , AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARCUS L. WATTERS, JR. NAME OF CONTRACTOR.) SIGNATURE OF CON CTOR STATE CERT. # CBC 053044 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this : DATE: BY: MARCUS L. WATTERS, JR. Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY,V —,ORANGE. t SIGNATURE OF NOTARY: to 0. A. CLMK OTARY My Comm (xP, Q27/03PUBLIC + Nts CC 850099 Mrsonaly Known ( I otAa 1.0, MA NOTARY SEAL. D O M E S• BEAZER w - "' Augri9C f3, 2001111 Tony VanDerworp, City Manager City of Sanford via HAND DELIVERY 300 North Park Avenue Sanford, FL 32771 Re: ESTOPPEL LETTER CALABRIA COVE SUBDIVISION PERMIT APPLICATION # C/ S- " This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. 6/ Z Y M for the following work: Construct a Single Family Residence with a sales office in the garage to be used as a Sales Model for Beazer Homes. Beazer Homes, hereinafter referred to as the Owner", recognizes that issuance of Permit No. 0/ be made with numerous limitations as more particularly set forth herein. The Owner recognize that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. 6/ • 2 `l b , the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the Sales Model until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the Sales Model for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above -referenced project or the issuance of Permit No. J/ fJ'S? The Owner also agrees to the following as additional conditions for Permit No. 0/- 2 V, 03 - Sales Model at Calabria Cove Subdivision. BZH Beazer Homes Corp. 215 N. Westmonte Drive / Altamonte Springs, Florida 32714 Phone 407-339-4114 • Fax 407-339-4166 Tony VanDerworp, City Manager August 13, 2001 Page 2 The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document. WITNESSES: Signature r,' _ Printed5 yped N e Signature Printe T ped Name STATE OF FLORIDA ) COUNTY OF SEMINOLE ) BEAZER HOMES Title The foregoing instrument was acknowledged before me his 13 day of IN-. 2001, by __M:::, y sS for -Ze r v who is personally known to me or —who produced their Florida Driver's License as identification. public Print Name: Tc, ((:. t_` i 5+`,'4 A ,. o `> My Commission Expires: Jo4a M smmws My Commission CC880255 nn Expires October 17, 2003 LIMITED POWER OF ATTORNEY DATE: I HEREBY NAME AND APPOINT: A M I C,0 NJI c NJ EACH AN AGENT OF: BEAZER HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDIVISION: 0-tt 6 L,, ! o- ADDRESS: C1 "_3 Cl-et- L ,- 6 AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARCUS L. WATTERS JR NAME OF CONTRACTOR.) SIGNATURE OF CONT OR. STATE CERT. # CBC 053044 CONTRACTOR'S STATE REGISTRATION NUMBER ) The foregoing instrument was acknowledged before me this: DATE: .1 -.) Is-Q BY: MARCUS L. WATTERS, JR. Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. SIGNATURE OF NOTARY: Ks'riyFs DARBI SHEA PETERWN NOTARY SEAL. MY COMMISSION II DD 064355 V EXPIRES: April 14, 2004 R%!t Bonded Thru Notary PubhC Underw %,, PERMIT #: --L ADDRESS REVISIONS o C-11111 \0'_ Y,--) r_ C"'— CONTRACTOR PH # LA 7s FAX # 40-7 DESCPRITION OF REVISION:e'v UTILITIES FIRE BLDG" 14 0 St F S • EAZER W W W' . 1` C' i 7 1, 1. C. Q III July 17, 2003 City of Sanford Building Dept. Plans Examiner Sanford, Florida To: Building Official, H0N't 5• B EA ZER W' N' 1. CO M Charles E. Pratt Senior CAD Associate Beazer Homes Orlando Corporate Office 215 N. Westmonte Drive Altamonte Springs, Florida 32714 Bus: 40 x257 cpratt@beazencom Fax: 407-339 41(i6x: 407-339 This letter has been attached to confirm that Beazer Homes Corp. is submitting a plan revision for permit #01-2450, lot #36 of Calabria Cove subdivision for a Wekiva FP-64 model. See attached plans: sheets — A3-FF, A5b-EL, and A7-El. The revision is noted as follows: 1) Sales office converted to Garage. If there are any questions concerning the plan revision, please contact me as soon as possible. Thank you, Charles Pratt: Senior CAD Associate Beazer Flumes Corp. 407) 339-4114 ext. 257 407) 339-4166 Beazer Homes Corp. 215 N. Wesnnonte Drive / Altamonte Springs, Florida 32714 Phone 407-339-4114 • Fax 407-339-4166 Sent By: RCS INC; 00000000000; Feu-3.03 3:36PM; ?2;e 2 HUIi-21-2M2 1:0:52 —' OPRY BLDG. PRODUCTS—TC P.01/06 f FAX COVER SHEET FROM THE DESK OF Mark W. Westerfield PHONE # (SiP) 7TO4062 FAX # (513) 770.4853 DATE: 8/21 /62 M George Hastings C RCS PH NE #/FAX#: (407) 854-9551 Number of p4oes including cover sheet: 6 MESSAGE: George, I pre*ed the attached Florida Building Code (ASCE7-98) windload calculation to be forwarded to whomever you wish. In the vast majority of cases, once the engineer/architect reviews the dpcument, the issue Is resolved. Please forward the windload calculation method as you wish. Thanks THIS FACSIMILE MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGEd AND CONFIDENTIAL. Sent By: RCS INC; 00000000000; Feu-3-03 3:37PM; P,;Oe AUG-21-2002 liB:52 "'-]PAY BLDG. PRODLCTS-TC P.02i06 GARAGE DOOR WIND LOAD DESIGN PRESSURES PER ASCE7-98 (FLORIDA BUILDING CODE), CHAPTER 6 The Florida Budding Code states "Wind forces on every building or structure shall be determined by the provisions of Chapter 6 of ASCE7." [FBC Section 1606.1.11 Garage doors ate considered "Components and Cladding" (C&C) per ASCE7-98 since garage doors, entry doers, and windows transfer the wind to a supporting structure. The exterior walls of a building ate considered the "Main Wind -Force Resisting System" and use a different calculation meiltod. The calculation method presented below is for components and cladding on buildings with inean roof heights less than or equal to 60 feet. Step 1: Detertt ue the Basic Wind Speed, V From Fig. 6-1 k ASCE7-98, determine the Basic Wind Speed, V, for your geographic region. ASCE7-98 used values based on 3-second gust wind speeds in miles per hour. Per the Florida Building Code fFBC 1619), Miami -Dade Co. is 146 MPH, and Broward Co. is 140 MPH. Step 2: Deternone the Importance Factor, I The impor1anc4 Factor, I, is an adder included for "essential facilities" (hospitals, fire stations, etc.). See Table 6-1 in ASCE7-98. For residential construction, I - l .00. Step 3: Detera ine the Mean Root Height The mean rooMeight is determined as the average (not peak) height of the roof from the ground. If the roof slopi is lose than 10* then the cave height may be used. Step 4: Deterokine the Exposure Category The exposure category is based on the local terrain of where the building is located (Section 6.5.6). The two exposure levels that will be discussed here are Exposure B and Exposure C. Exposure B is 4efrned as "urban and suburban areas, wooded areas, or other terrain with numerous cios4ly spaced obstructions having the size of singlefamily dwellings or larger." Exposure C is 4eftned as "open terrain with scattered obstructions having heights generally less than 30 ft. Thiel category includes flat open country, grasslands and shorelines in hurricane prone regions.'? The Florida Building Code defines the hurricane shoreline as within 1500 feet of the mean hiVh tide line and barrier islands. Also, all of Miami -Dade and Broward Co. is Exposure C pet} the Florida Building Code (FBC 1619). Step 5: Deterniine the Velocity Pressure Coefficient, Kz The velocitypr ssure coefficient, KZ, is determined from the exposure category and mean roof height (Table 6+5). The Kz factor for Exposure B (C&C) up to 30 ft. mean roofheight is 0.70 For Exposure G (C&C), the Kz factors are as follows: tD to 15' Mean RoofHeight: KZ a 0.85. 20' Mean Roof Height: K, = 0.90. 25' Mean Roof Height: KZ - 0.94. 30' Mean Roof Height: KZ - 0.98. ent By: RCS !NC; 00000000000; Feb-3-03 3:37PM; pa,;e » F i-21-bid2 10;53 ^i-OPRY BLDG. PRODUCTS-TC P.03,ac. GARAGE DOOR WIND LOAD DESIGN PRESSURES PER ASCE748, CHAPTER 6 (continued) Step 6- Topoy raphlc Factor, Kzt This factor is t sed for unobstructed buildings on isolated hills and ridge lines. This factor will be ignored (i.e. Kit = 1.0) in this procedure. For more information see Section 6.5.7. Step 7: Wind pirectlonality Factor, Kd The wind direcltionality factor for C&C is Ka = 0.85. See Table 6-6. Step 8: DetertWue the Velocity Pressure, qz The velocity pressure, %, is calculated from the following formula (Section 6.5.10): qz x 0.00256KZ Kzt KdV1I (in ]b/ftZ or PSF) Step 9: Deter"ne the External Pressure Coef[iclents, GCp There are three] external pressure coefficients, GCp, for components and cladding and thereforegaragedoors. the fast external pressure coefficient is for positive pressure and the other two coefficients fbiinegative pressures. One negative pressure coefficient is for 'Zone 4' and the other coeffici t for 'Zone 5'. Zone 5 is the wall region in the comer of the building (also called the bred Zone) Oefined as "10% of minimum width or 0.4h [h = mean roof height], whichever is smaller, but not less than either 4% of minimum width or 3 feet." Zone 4 is the wall region that remains after sybtracting Zone 5. See Figure 6.5A. According to tie "Guide to the Use of the Wind Load Provisions of ASCE7-98" published by ASCE Press (s}e p. 18). for components and cladding with a tributary area (A) ofbetween 10 W and 500 ft2 theifullowing formulas are used for GCp: GC ah +1.1766 - (0.1766)(logto(A)) GCpt,4,,> _-1.2766 + (0.1766)(1ogio(A)) GCp(go, S) _-1.7532 + (0.3532)(logto(A)) The GC value; maybe reduced by 10% if the roof slope is less than 10'. Step 10: Deter 39ne the Internal Pressure CoeMclents, GCp1 The internal pi*ssure coefficients, GCpi, are determined from Table 6-7. For enclosed buildings GCpi - +/-0.19. For partially -enclosed buildings GCpi — +/-0.55. Sent By: RCS INC; 00000000000; Feb-3-03 3:37PM; Raue Huu-di-enee in:t. '1OPPY BLDG. PRODUCTS-TC P.04i0E GARAGE DOOR WIND LOAD DESIGN PRESSURES PER ASCE7- 8, CHAPTER 6 (continued) Step 11: Dete tiimine the Design Loads, pThedesignloas, p, are determined from the following equation: p — gh[tGCp) - (GCpi)] where qh = qL since C&C are evaluated at the mean roof height For the negativ{ design load, the final design load is a !Unction of how much of the garage door opening is in Z6nc 5 (end zone). A common mistake is conclude that if any of the door is in Zone 5, then the whole door is calculated for Zone 5. According to the "Guide to the Use ofthe Wind Load Previsions of ASCE7-98", a weighted average may be used for components and cladding whenldetermining the negative design pressure [p. 77]. This means that if 25% of the garage door opining is in Zone 5 and 75% of the garage door opening is in Zone 4, then the final negative design pressure has a proportionally greater influence from the calculated Zone 4 pressure than tale calculated Zone 5 pressure. Prepared by Mirk W. Westerfield, P.E. Florida P.E. #4495 Clopay Buildink Products Company Q 2002, Clopay Building Products Company Sent By: RCS INC; 00000000000; Feb-3-03 3:37PAI; Pa^e wJU-21-2M2 IV 53 CLOPRY BLDG. PRODUCTS-TC P.05 Or' GMUGE DOOR WIND LOAD DESIGN PRESSURES PIS R ASCE7-98, CHAPTER 6 (Florida Building Code) Example A 16'W x 71H ' arage door is to be installed in a home with horizontal dimensions of 60' x 40'. The mean rooilheight is 15 feet. The garage door opening is located 2' from one of the comers of the home. 7the home is located in Florida in the 130 MPH basic wind speed zone and is determined to $e in the Exposure B category. Step 1: Detershine the Basic Wind Speed, V Given: V -13b MPH. Step 2: Deterz,Wne the Importance Factor, I For residential (construction: I — 1.00. [Table 6-1 ] Step 3: DetertWne the Memo Roof Height The mean roof!height was given as 15 feet. Step 4: Deteriolue the Exposure Category Given: Exposuro B, Step 5: Deter*Jne the Velocity Pressure Coefficient, Ky The velocity p0assure coefficient is: Kz - 0.70 for up to 30' mean roof height Exposure B. [Table 6-51 Step 6: Topog}'aphic Factor, Kzt Use Kzt = 1.0 hb this example. Step 7: Wind Oirectlonality Factor, Kd The wind directionality factor for C&C is Kd = 0.85. [Table 6-61 Step 8: Deters dne the Velocity Pressure, qs The velocity pm' ssure, %, is calculated from the following formula (Section 6.5.10): q-, — 0.00256Yi Kyt K4V21 - 0.00256(0.70)(1-0)(0.85)(130')(1,0) — 25.74 PSF — qh Step 9: Deterviine the External Pressure Coefficients, GCpForthishome, the Zone 5 region is defined as 10% of the 40' minimum building dimension, or 4'. Since the gt}rage door opening is located 2' from one of the corners of the home, this means that 2' of the gtirage door opening width is in Lone 5 and the remaining 14' feet of the garage door opening wtidth is in Zone 4. Sent By: RCS INC; 00000000000; Feb-3-03 3:38PM; Pape MUU-eA_rUYje 92. I.LUrHT bLVU. wKULKX1b-1(. P.0610E Garage Door besign Pressures Per ASCE7-98 Example (continued) The area (A) ofthe garage door is: (16 ft)(7 R) - 112. Therefore: GCp + +1.1766 - (0.1766)(togio(112)) = +0.8147 GCp(-; . ) _-1.2766 + (0.1766)(logio(112)) _-0.9147 GCp(tri„e s --1.7532 + (0.3532)(logio(112)) =-1.0294 Step 10: Deteimfne the Internal Pressure CoeMcients, GCpf In this examphtl the design loads will be calculated for both enclosed and partially -enclosed. The internal pressutc coefficients, GCpi, are +/- 0.18 for enclosed and +/-0.55 for partially -enclosed. Step 11: Detedndue the Design Loads, p The design loads, p, are determined from: p - gh[(GCp) - (GCpi)) For an enclosed building: The positive design load is: p - 25.7410.8147 + 0.18) _ +25.60 PSF. The negative design load for Zone 4 is: p - 25.74[-0.9147 - 0.181- -28.18 PSF. The negative design load for Zone 5 is: p - 25.74[-1.0294 - 0.18) = -31.13 PSF. For a partially -inclosed building: The positive design load is: p - 25.74[0.8147 + 0.55) - +35.13 PSF. The negative design load for Zone 4 is: p = 25.74[-0.9147 - 0.55] - -37.70 PSF. The negative design load for Zone 5 is: p = 25.74[-1.0294 - 0.55] _ -40.65 PSF. Since 87.5% ofthe garage door opening is in Zone 4 and 12.5% ofthe garage door opening is in Zone 5 (see Stop 9), the weighted average negative design load for this garage door opening is: Enclosed building: (-28.18 PSF)(8T5%) + (-31.13 PSF)(f 2.5%) _ -28.55 PSF Partially-enclo ed building: (-37.70 PSF)(87.50/*) + (-40.65 PRF)(12.5%) _ -38.06 PSF Rounding the design loads to the nearest tenth ofa PSF, the final design loads are: For enclosed bnftding: +25.6 PSF & -28.6 PSF For partially-"sed building: +35.1 PSF & -38.1 PSF Prepared by Mork W. Westerfield, P.E. Florida P.E. Na. 48495 Clopay Building Products Company 2002, Clopali Building Products Company ToraL P.O Sent By: RCS INC; HUG-26-2002 11.19 CLOPAY BI 8596 Duke Mason, OH 00000000000; Feb-3-03 3:38PM; Pa!ie 8'' PAY BLDG. PRODUCTS-TC P.01/03 PRODUCTS COMPANY FAX COVER SHEET FROM THE DESK OF Mark W. Westerfield PHONE N (51 770.6062 FAX # (513) 770.4853 AT • M6/0$ TQQ George±Hastings (MRCS PHONE #i/FAX#: (407) 854-9551 Number of oades inciudina Wwr sheet: 3 MESSAGE - Cover page and p. 77 from the "Guide to the Use of the Wind Load Provisions of ASCE7-98" aspublshedb ASCE Press. Two weeks ago I attended an ASCE seminar in Covington, KY on wind load ught by Dr. Kishor Mehts (one of the authors of the guide). I asked him to confirm the ga aage door calculation write-up I sent to you. He did and said the procedure was correct. THIS FACSI LE mmA13E IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO V 141CH IT 19 ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGEWAND CONFIDENTIAL. sent By: RCS INC; AUG-26-2002 11:20 OF 00000000000; Feb-3-03 3:38PPd; Page 9 OPAY BLDG, PRODUCTS —TIC H.e in. E USE OF THE D LOAD VISIONS S 7-98 Sect By: RCS INC; C0000000000; Feu-3-03 3:38PM; Pa,:L RUG-26-2002 11:20 SPRY BLDG. PRODUCTS-TC P•E93i GUIDE TO THE VSE OF WIND LQAD PROVISIONS 77 Typical calculations of design pressures for purlin in Zone I For maximum negative pressure p - 18.0[(-0.8) — (to,Is)) p = -17.6 psf with positive internal pressure (controls) p = -11.2 psf with negative internal pressure For maximum positive pressure p = 18.0[(0.3) — (±0.18)] p 2.1 psf with positive internal pressure p = 8.6 psfwith negative internal pressure p s 10 psf minimum net pressure (controls); 6.1.4.2 Tab1* 3.7.10 Not Roof Component Pressures, pat Controlling Design Pressures, psf Component Positive Negative Zones 1, 2, and 3 Zone ! Zones 2 and 3 Purlin 1 • 1 .6 2 .4 Panel 12.2 19.4 41.0 fastener 12.2 19.4 41.0 A%10sgA 12.2 19.4 41.0 A x S00 sq R 10.01 17.6 28.4 minimum net pressure controls, 9.1.4.2 Specilal case of girt that transverses Zones 4 and 5 G, r s IZ6 5 f Width ofZone 5. r?amP smaller of a 0.1(200) - 201t or a = 0.4(36.7) = 14.7 ft (controls) but not less than 0.04(200) = 8 R or3R Weighted average design pressure P ft 14.7(-20.0) + 10.3(.18.9) _ -19.6 psf25 This procedure of using weighted average may be used for other components and cladding. I LUI I u I:n ILLI "Hlt+l - _ ItL'{L•TCNS I CA Ii,I .1!Itil rFv Nu !!IY uA(1. rCN Ni, APP.'n - LC9(.fLiPCUv __. ih1N:1 IJ l LISTED _1l. _.. :!I (r .q4 (1li.i 1 .. i J7 4WY 1 IOa IIGCY tlJl" u>1T, U 1tiM>Yt -. it I U N h jl UJ r(I V'u tl[ I / 0 4 /M FNl S.iLL> a11..:IR1 Il` flit.) rM. 90r 7UlN CE 1Cf' I IrX SVSI:Y J 1 LL " l IVMJ:'XfI I.,. LYi'r' R' 21 r..1 CVV 'FC. Ejf ILIA Y iCNfFY) J - } XR p1.ItUfy ((U iUlln Ell I• CA C. v. STEEL FIV. 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Is NW Pa,f ILUIv[ 1 .+w1Mtl,w 4Ya5/D' 'M1 Yflt SI,Z(YS lxD IM 4oJfs2t D 1/4•J/f' snT T+O ]T,n • rorR. n.^f. IVPIVL !DfE.n1. 4v Da[? urnA\ YES '. ypE r G1.c sow, ,NP 4,Ywc r[F x 1! N Iti A[R1P5 M 15 QA'VS IUD. YY . t 1 V b6ld , M r.4: ELIINa tau [5u4.a, tAC van ,w a weYmAAn. crtliirr :,. ,.ot.[ [w ,w. s [v.[„ fDYI t4x a4.sID1 w aY1.rt • r31FF [DY.•CN: • >n ,K M +. nw a+.x ,44 9aAAK. w7,11A1Y .Y DD f111 ,RVl9p l•JID tlSg S fl(N •r:fU1DFL [tf we wST(1[A IUD sw) AM I mxi lA M )'-.' N45H fmPs, Rr ) SCC'ill,b ISYI[!.1 )= MwM41n f[' [10s S\..E v11N V.V b/ 1FI10. AY[ dWB 0t'YS b/fF ) -0' ,rw tvY)15r [f ( YIT[46 )109 ]M[Ot [DSOI: M VJ1Tff A,+Sµ= QQm AW1S1K16 QLE'Pv9tagaln CO1J U fA!v SDIL MAR STj7 D G Dw: Sim yn DWW I/.PI f:-W MY. wl. 9NTAq, P..[A ND A w,anal „ lt.S4f. SMS 0f SAL W. ffYy ,v5,].AKF NIY IMN+i1 FNl iNU 6YN. LISTED 1 REPORT#96O6C D t/f .. AI1TF sca+s m G. 12 G GYv 7y4tKC1941qVW4g1MLIW fYIY. 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(((/ w •Kaae Ks m.aav ir w. S-a: rwa resao m = ( rS r 'w+swv er"nkacaY°iacr°:1l ALW r .. W v. rr<n Jn(. as a ar sai Kw a6arntq n w.nfl . rare • G [rr. a3a 1lIKk K.oOs f°" (w wc, cs. n I•<ery pen Ytva xa,ll lY71.r YC4 IYIIL i.A.2 wi:.Y.i. ..I. G Ks nXk kR.Wy .J (.(.. riY,tr 1[S.t fa06!j vn . J• A ..... .,(w:. gYK.D l,W , ('1 •-,y mI a/Ac ' '13 V. w MYz M.: me " :+ t. IAtMk I(bg.- e i an tea . Y. ..e ., aY... .n.' va. c:mn tLL: .^a ,a u.aw"...- neYrs UE`.n:([ VaV; .;a I r k -2a.5 VS r.waa. .. zc +•Yc K ut .Y.r fm (k w'( wrns3.;.rs .r IE51 VAOS t3b.0 (3 & -.17.3 G_S x. 0 s.. -n s-,Iks mk 1a : 3?r..]fT Darn. au..rs oar a ,a .:ws au rn'r ...v. ,.,. r..av - ^' •< _ _ + r ra u:a. r` V•NI NU -. —.. lY+ klo(x tit I® \ Io >nc.u... fly x ox <,... :, ar.•. "„ tu•E,..:.NCES .T. IDE'AL rro o vu f) E.Ct7a I1t1N K i] tASI au 6 0 a a ) a U 9[N l]a0+ d /.«. nr l r. ..t.a % i i ^• )l I1 kMaEY ANY IINIE. %I$ .•1. I ,N ., r 1 .. ..mIF 11I EWE._ a/16_/ Al I t 3Q e.. r Uwl 0 OO00000OO73 ww ID r FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1P64 Builder: BEAZERAddress: 1 . ° tom( C>`,.L;t'i C _1, , Permitting Office _.c I _ City, State: Permit Number: Owner--t ,kt,. Jurisdiction Number: Climate Zone: ntral l . New constriction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr3. Number of units, if multi -family 1 4. Number of Bedrooms 5 b. N/A SEER: 10.00 _ 5. Is this a worst case? Yes 6. Conditioned floor area (ft) 2541 ft' c. N/A 7. Glass area & type a. Clear - single pane 374.0 ftz - 13, Heating systems b. Clear - double pane 0.0 ft, - a. Electric Heat Pump Cap: 48.0 kBtu/hrc. Tint/other SHGC - single pane 0.0 ftz - HSPF: 7.20 d. Tint/other SHGC - double pane 0.0 ftz b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 179.0(p) ft c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 66.0 gallonsa. Concrete, Int Insul, Exterior R=4.2, 1181.6 ftz - EF: 0.84b. Frame, Wood, Adjacent R=1 1.0, 235.0 ftz b. N/A c. Frame, Wood, Exterior R=11.0, 1020.0 ft, d. N/A I c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1492.0 ftz - 15. HVAC credits PTb. 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. N/A MZ-H-Multizone heating) i Glass/Floor Area: 0.15 Total as -built points: 38781 Total base points: 39060 PASS I hereby certify that the plans and specifications covered by this calculation are in com lianc with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Flond7E ergy Code. OWNER/AGENT: -' DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: y O4114E STgT o v EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 2541.0 25.78 11791.3 Single, Clear S 1.0 15.2 10.0 44.66 0.99 443.5 Single, Clear E 8.0 6.2 32.0 59.31 0.47 890.4 Single, Clear E 8.0 8.0 60.0 59.31 0.53 1885.9 Single, Clear W 1.0 17.2 32.0 53.47 1.00 1705.6 Single, Clear N 1.0 17.2 23.0 27.96 1.00 640.6 Single, Clear E 1.0 8.2 23.0 59.31 0.99 1354.6 Single, Clear N 1.0 8.2 23.0 27.96 0.99 638.2 Single, Clear S 29.0 8.2 23.0 44.66 0.48 488.1 Single, Clear W 1.0 4.0 12.0 53.47 0.92 587.3 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 6.0 15.0 59.31 0.97 861.8 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 5.0 32.0 59.31 0.95 1803.6 Single, Clear W 1.0 8.0 16.0 53.47 0.99 845.8 Single, Clear W 1.0 8.6 28.0 53.47 0.99 1487.6 Single, Clear E 1.0 6.0 15.0 59.31 0.97 861.8 As -Built Total: 374.0 15759.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 235.0 0.70 164.5 Concrete, Int Insul, Exterior 4.2 1181.6 1.16 1370.7 Exterior 2201.6 1.90 4183.0 Frame, Wood, Adjacent 11.0 235.0 0.70 164.5 Frame, Wood, Exterior 11.0 1020.0 1.90 1938.0 Base Total: 2436.6 4347.5 As -Built Total: 2436.6 3473.2 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8Exterior40.0 4.80 192.0 Exterior Insulated 40.0 4.80 192.0 Base Total: 58.0 220.8 As -Built Total: 58.0 220.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1492.0 2.13 3178.0 Under Attic 30.0 1492.0 2.13 X 1.00 3178.0 Base Total: 1492.0 3178.0 As -Built Total: 1492.0 3178.0 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 179.0(p) 31.8 5692.2 Slab -On -Grade Edge Insulation 0.0 179.0(p 31.90 5710.1Raised0.0 0.00 0.0 Base Total: 5692.2 1 As -Built Total: 179.0 5710.1 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCSB Q.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:. , . PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2541.0 14.31 36361.7 2541.0 14.31 36361.7 Summer Base Points: 50207.1 Summer As -Built Points: 53283.3 Total Summer X System Cooling Total X Cap X Duct X System X Credit CoolingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 50207.1 0.4266 21418.3 53283.3 53283.3 1.000 1.00 1.087 x 1.150 x 0.90) 0.341 1.125 0.341 0.950 0.950 19419.6 19419.6 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I 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 = Point 18 2541.0 5.86 2680.2 Single, Clear S 1.0 15.2 10.0 7.73 1.00 77.0 Single, Clear E 8.0 6.2 32.0 9.96 1.21 385.9 Single, Clear E 8.0 8.0 60.0 9.96 1.16 695.3 Single, Clear W 1.0 17.2 32.0 10.74 1.00 343.6 Single, Clear N 1.0 17.2 23.0 12.32 1.00 283.2 Single, Clear E 1.0 8.2 23.0 9.96 1.00 230.2 Single, Clear N 1.0 8.2 23.0 12.32 1.00 283.0 Single, Clear S 29.0 8.2 23.0 7.73 2.29 407.3 Single, Clear W 1.0 4.0 12.0 10.74 1.01 130.3 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 6.0 15.0 9.96 1.01 150.8 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 5.0 32.0 9.96 1.01 322.7 Single, Clear W 1.0 8.0 16.0 10.74 1.00 171.9 Single, Clear W 1.0 8.6 28.0 10.74 1.00 300.5 Single, Clear E 1.0 6.0 15.0 9.96 1.01 150.8 As -Built Total: 374.0 4166.2 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 235.0 1.80 423.0 Concrete, Int Insul, Exterior 4.2 1181.6 3.26 3852.0 Exterior 2201.6 2.00 4403.2 Frame, Wood, Adjacent 11.0 235.0 1.80 423.0 Frame, Wood, Exterior 11.0 1020.0 2.00 2040.0 Base Total: 2436.6 4826.2 As -Built Total: 2436.6 6315.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0Exterior40.0 5.10 204.0 Exterior Insulated 40.0 5.10 204.0 Base Total: 58.0 276.0 As -Built Total: 58.0 276.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1492.0 0.64 954.9 Under Attic 30.0 1492.0 0.64 X 1.00 954.9 Base Total: 1492.0 954.9 As -Built Total: 1492.0 954.9 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 179.0(p) 1.9 340.1 Slab -On -Grade Edge Insulation 0.0 179.0(p 2.50 447.5Raised0.0 0.00 0.0 Base Total: 340.1 1 As -Built Total: 179.0 447.5 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:. , . PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2541.0 0.28 -711.5 2541.0 0.28 711.5 Winter Base Points: 7685.7 Winter As -Built Points: 11448.1 Total Winter X System Heating Total X Cap X Duct X System X Credit HeatingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 7685.7 0.6274 4822.0 11448.1 11448.1 1.000 1.00 1.078 x 1.160 x 0.92) 0.474 1.150 0.474 0.950 0.950 5931.0 5931.0 EnergyGaugelm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 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 66.0 0.84 5 1.00 2686.10 1.00 13430.5 As -Built Total: 13430.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 21418 4822 12820 39060 19420 5931 13430 38781 PASS pF THE ST,gl o l,hl e_ a rL(53 w—. 0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at 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, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1 /2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded bv all residences COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built-in heat trap re wired. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se _ crate readily accessible manual or automatic thermostat for each system _ Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.1 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 3. Number of units, if multi -family I 4. Number of Bedrooms 5 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (112) 2541 ft2 c. N/A 7. Glass area & type a. Clear - single pane 374.0 112 13. Heating systems b. Clear - double pane 0.0 112 ^ a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ft, d. Tint/other SHGC - double pane 0.0 ft, b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 179.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, Int Insul, Exterior R=4.2, 1181.6 ft' _ b. Frame, Wood, Adjacent R=1 1.0, 235.0 ft' _ b. N/A c. Frame, Wood, Exterior R=11.0, 102 0. 0 112 d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1492.0 ft' _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 48.0 kBtu/hr _ SEER: 10.00 Cap: 48.0 kBtu/hr _ HSPF: 7.20 Cap: 66.0 gallons EF: 0.84 PT, NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPAIDOE EnergyStarT"designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at wxnv.fsec.ucf.edufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850I487-1824. EnergyGaugeg (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: WEKIVA VS255 W/ONE ZONE 01-14-00 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Project For: BEAZER HOMES Notes: Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OFInsidedb70OFInsidedb75OFDesignTD32OFDesignTD18OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 45133 Btuh Structure 36029 BtuhVentilationair0cfmVentilation1980BtuhVentilationairloss0BtuhDesigntemperatureswing3.0 OFDesignheatload45133BtuhUsemfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 37249 Btuh Method Construction quality Simplified Average Latent Cooling Equipment Load Sizing Fireplaces 0 Internal gains 1840 Btuh Ventilation 2949 Btuh Heating Cooling Infiltration 4431 BtuhArea25412541Totallatentequip. load 9220 BtuhVolumee (ft') 22538 22538 Air changes/hour 0.70 0.40 Total equipment load 46469 BtuhEquiv. AVF (cfm) 263 150 Req. total capacity at 0.70% SHR 4.4 ton Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency 7.2 HSPF Efficiency 10.2 EER Heating input Heating output 0 Btuh @ 470F Sensible cooling Latent cooling 32900 14100 Btuh BtuhHeatingtemprise0OFTotalcooling47000BtuhActualheatingfan1567cfmActualcoolingfan1567cfm Heating air flow factor 0.035 cfm/Btuh Cooling air flow factor 0,043 cfm/Btuh Space thermostat Load sensible heat ratio 80 Boldfitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed wrjghtsoft Right -Suite Residential" 5.506 RSR26017 2002-May-181010:47XKE !Files\Beazer 2002`:VS 255 WiZ':VS 255 W 1Z rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: WEKIVA VS255 W/ONE ZONE 01-14-00 109 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 22538 f? x 0.0167 = 263 cfm 2. Winter infiltration load 1.1 x263 cfm x 32 °F WinterTD = 9256 Btuh 3. Winter infiltration HTM 9256 Btuh / 454 ft2 Total window = 20.4 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0. 40 ach x 22538 ft3 x 0.0167 = 150 cfm 2. Summer infiltration load 1. 1 x 150 cfm x 18 °F Summer TD = 2975 Btuh 3. Summer infiltration HTM 2975 Btuh / 454 ft2 Total window = 6.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0. 68 x43 gr/lb moist.diff. x 150 cfm = 4431 Btuh vroceaure U - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1. 1 x 100 cfm vent. x 18 'F Summer TD = 1980 Btuh Sensible load for structure (Line 19) + 36029 Btuh Sum of ventilation and structure loads = 38009 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 37249 Btuh 2. Latent sizing load Latent ventilation load 0. 68 x 100 cfm vent. x 43 gr/lb moist.diff. = 2949 Btuh Internal loads = 230 Btuh x 8 people + 1840 Btuh Infiltration load from Procedure C + 4431 Btuh Equipment sizing load - latent = 9220 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold/ italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed vvre htfC Right -Suite Residential'" 5.5SR26017.06 R9502002-May-18 10.10:47 ACCK E:\Files\Beazer 2002\VS 255 W1Z\VS 255 W1Z.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 Job: WEKIVA VS255 W/ONE ZONE 01-14-00 MANUAL J: 7th Ed. 1 Name of room Entire House STAIRS/POWDER FOY/LIV/DIN KIT 2 Length of exposed wall 318.0 It 0 ft 47.0 ft 14.0 It 3 Room dimensions 9.0 x 14.0 ft 14.5 x 21.0 ft 12.0 x 14.0 ft 4 Ceiings Condit. Option 8.9 ft heaticool d 9.4 ft heat/cool 9.4 ftj heaticool 9A ft heaVcool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg Clg W) Htg Clg W) Htg I Clg 5 Gross a 14B 4.6 2.1 1445 0 386 132 Exposed b 12C Z9 1.9 1138 0 0 0 walls and c 13C 3.2 1.2 300 56 56 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 256 9462 0 0 55 2033 0 0 glass doors b 8C 37.0 140 5174 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 7 Windows and North 23.2 8 188 0 0 0 0 0 0 glass doors NE/NW 39.4 264 10402 0 0 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 SE/SW 50.6 124 6263 0 0 55 2607 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 00 0 8 Other doors a 11A 18.9 12.7 40 755 510 0 0 0 40 755 510 0 0 0b11A18.9 12.7 18 340 229 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1109 5109 2283 0 0 0 291 1341 599 132 606 271 exposed b 12C 2.9 1.9 1038 2989 2018 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 300 945 351 56 176 66 56 176 66 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1498 2541 3335 126 214 280 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 172 4458 0 0 0 0 47 1218 0 14 363 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 20.4 6.6 454 9256 2975 0 0 0 95 1937 623 0 0 0 13 Subtotal loss=6+8..+11+12 41030 390 7460 969 Less external heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 014Ductloss10 °/ 4103 10 °/ 39 100/ 746 10 °/ 97 15 Total loss = 13+14 45133 429 8206 1066 16 Int. gains: People @ 300 8 2400 0 0 1 300 0 0 Appl. @ 1200 2 1800 0 0 0 0 1 1200 17 Subtot RSH gain=7+8..+12+16 32754 346 4704 1471 Less external cooling 0 0 0 0Lesstransfer0000 Cooling redistribution 0 0 0 0 18 Duct gain 10% 3275 10°/ 35 10% 470 10°/ 147 19 Total RSH gain=(17+18)'PLF 1.00 36029 1.00 1 381 1.00 5174 100 1618 20 Air required (cfm) 1567 1567 15 17 285 225 37 70 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. L wrraghtsoft Right -Suite Residential" 5.506 RSR26017 2002-May18 10, 10 47ACCAE:kFileslBeazer 20o2kVS 255 W1Z\VS 255 W 1Z.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: WEKIVA VS255 W/ONE ZONE 01-14-00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: (in td. 1 Name of room BRKFST FAM BR3 BTH2 2 Length of exposed wall 30.0 ft 16.0 ft 26.0 it 6.0 ft 3 Room dimensions 11.0 x 12.0 ft 16.0 x 17.0 ft 13.0 x 13.0 ft 13.0 x 6.0 ft4CeiingsCondit. Option 9.4 ft heat/cool 9.4 ftheat/cool 9.4 ft heat/cool 9.4 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft=) Htg I Clg W) Htg Cig ft°) Htg I Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 282 150 244 56 Exposed b 12C Z9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 69 2550 0 0 0 0 0 0 glass doors b SC 37.0 0 0 60 2218 40 1478 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d0.0 0 0- 0 0 0 0'"' 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 23.2 0 0 0 0 0 0 0 0 glass doors NE/NW 39A 46 1812 60 2364 40 1576 0 0 Cooling E/W 0.0 0." 0 0 0 0 0 0 0 SE/ SW 50.6 23 1090 0 0 0 0 0 0 South 0.0 0". 0 0 0 0 0 0'"` 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 1 1 A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0' 0 9 Net a 14B 4.6 2.1 213 982 439 90 417 186 204 942 421 56 263 116 exposedb12C2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f00.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 88 149 196 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 30 778 0 16 415 0 26 674 0 6 156 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a I 20.4 6.6 69 1407 452 60 1223 393 401 815 2621 0 01 0 13 Subtotal loss=6+8..+11+12 5865 4272 3910 415 Less external heating 0 0 0 0 Lesstransfer0000Heating redistribution 0 0 0 0 14Ductloss10 °/ 587 10 % 427 10°/ 391 10 °/ 42 15Totalloss = 13+14 6452 4699 4301 457 16 Int. gains: People @ 300 0 0 6 1800 0 0 0 0 Appl. @ 1200 0 0 0'"' 0 0 0 0 0 17SubtotRSHgain=7+8..+12+16 3989 4743 2259 116 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Duct gain 10°/ 399 101/ 474 10% 226 101/ 12 19TotalRSHgain=(17+18)`PLF 1.00 4388 1,00 5218 1.00 2485 1,00 128 20 Air required (cfm) 224 191 163 227 149 108 16 6 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr g F-tso Ft Right -Suite Residential'" 5.5 06 RSR26017 2002-May-18 10 10:47 14ME:\Files\Beazer 2002\VS 255 W1Z\VS 255 W1Z.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: WEKIVA VS255 W/ONE ZONE 01-14-00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 rvu+rvuHL J: itn to. 1 Name of room BR2 UTIL UPPER FOY/STAIRS BR4 2 Length of exposed wall 26.0 ft 7.0 It 9.0 It 25.0 ft 3 Room dimensions 13.0 x 13.0 ft 7.0 x 15.0 It 9.0 x 19.0 ft 12.0 x 13.0 ft 4 Ceiings Condit. Option 9.4 ft heat/cool 9.4 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I CIg ft') Htg Clg W) Htg I Clg ft') Htg Clg ft') Htg I Clg 5 Gross a 14B 4.6 2.1 122 0 72 0 Exposed b 12C 2.9 1.9 0 0 0 200 walls and c 13C 3.2 1.2 122 66 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 3Z0 16 591 0 0 16 591 27 998 glass doors b 8C 37.0 0 0 0 0'"" 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0'"' 0 0 e 0.0 0 0 0 0 0 0 0 0 f0.0 0 0 0 0 0 0 0 0 7 Windows and North 23.2 0 0 0 0 3 74 4 77 glass doors NE/NW 39.4 16 630 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 50.6 0 0 0 0 13 1030 23 1101 South 0.0 0 0 0 0 0'"" 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 1Z7 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 106 488 218 0 0 0 56 258 115 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 173 498 336 walls and c 13C 3.2 1.2 122 384 143 66 208 77 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 171 290 381 156 265 347 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 26 674 0 7 181 0 0 0 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 20A 6.6 16 326 105 18 367 118 16 326 105 27 550 177 13 Subtotal loss=6+8..+11+12 2464 1096 1466 2311 Less external heating 0 0 0 0Lesstransfer0000 Heating redistribution 0 0 0 0 14 Duct loss 10% 246 10°/ 110 10% 147 10°/ 23115Totalloss = 13+14 2711 1206 1612 2542 16 Int. gains: People @ 300 0 0 0 0 0 0 0 0 Appl. @ 1200 0 0 1 600 0 0 0 017SubtotRSHgain=7+8..+12+16 1096 1025 1705 2038 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 018Ductgain10°/ 110 10°/ 102 10°/ 170 10°/ 204 19 Total RSH gain=(17+1$)'PLF 1.00 1206 1.00 1127 1.00 1875 1 00 2242 20 Air required (cfm) 94 52 42 49 56 82 88 97 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrraghtsofit Right -Suite Residential TM 5.5 06 RSR26017 2002-May-18 10:10 47ACCAE:\Files\Beazer 20021VS 255 W1Z1VS 255 W1Z.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: WEKIVA VS255 W/ONE ZONE 01-14-00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 mHrv HL J: tin to. 1 Name of room BTH3 BR5 UPPER FAM MBR2Lengthofexposedwall6.0 ft 25.0 ft 16.0 ft 30.0 ft 3 Room dimensions 12A x 6.0 ft 12.0 x 13.0 ft 16.0 x 13.0 ft 13.0 x 17.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 9.4 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg W) Htg I Cig ft) Htg Cig ft') Htg Cig ft2) Htg I Cig 5 Gross a 14B 4.6 2.1 0 0 0 0 Exposed b 12C 2.9 1.9 48 200 128 282wallsandc13C3.2 1.2 0 p p 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 15 554 32 1183 15 554glassdoorsb8C37.0 0 0 0 0 0 0 40 1478 Heating c 9C 38.7 0 0 0 0 0 0 0 0d0.0 0 0 0 0 0 0 0 0 e 0.0 0 0'"' 0 0 0 0 0 0f0.0 0 0 0 0 0 0 0 0 7 Windows and North 23.2 0 0 0 0 0 0 0 0glassdoorsNE/NW 39A 0 0 15 591 32 1261 55 2167 Cooling E/W 0.0 0 0 0 0 0 0 0 0SE/SW 50.6 0 0 0 0 0 0 0 0 South 0.0 0 0 0 0 0 0 0'"' 0Horz0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0b11A18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.01 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 40 184 82exposedb12C2.9 1.9 48 138 93 185 533 360 96 276 187 267 769 519wallsandc13C3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0partitionsd0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 72 122 160 156 265 347 208 353 463 221 375 492b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 0 0 0 0 0 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 I 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 20.4 6.6 0 01 0 15 306 98 32 652 210 55 1121 360 13 Subtotal loss=6+8..+11+12 260 1658 2464 4114 Less external heating 0 0 0 0Lesstransfer0000Heatingredistribution000014Ductloss10°/ 26 10°/ 166 10°/ 246 10°/ 41115Totalloss = 13+14 286 1823 2711 4525 16 Int. gains: People Q 300 0 0 0 0 0 0 1 300 Appl. Q 1200 0 0 0 0 0 0 0 017SubtotRSHgain=7+8..+12+16 254 1396 2120 3756Lessexternalcooling0000Lesstransfer0000 18 Cooling redistribution Duct gain 10°/ 0 25 10°/ 0 140 10°/ 212 10°/ 37619TotalRSHgain=(17+18)'PLF 1.00 279 1.00 1536 1.00 2332 1.00 413220Airrequired (cfm) 10 12 63 67 94 101 157 180 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wr g htsolFt Right -Suite ResidentialT- 5.5.06 RSR26017 2002-May-18 10:10 47ACCAE:\Files\Beazer 2002\VS 255 W1Z\VS 255 W 1Z.rsr Page 4 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: WEKIVA VS255 W/ONE ZONE 01-14-00 MNIVUHL J: rlh td. 1 Name of room MBTH BTH4 2 Length of exposed wall 28.0 ft 7.0 ft 3 Room dimensions 13.0 x 15.0 ft 7.0 x 15.0 ft 4 Ceiings Condit. Option 8.0 ft heaVcool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Stuh) Area Area EXPOSURE NO. Htg I Clg W) Htg Clg R') Htg Clg Htg Clg Htg Clg 5 Gross a 148 4.6 2.1 0 0 Exposed b 12C 2.9 1.9 224 56 walls and c 13C 3.2 1.2 0 0 partitions d 0.0 0.0 0 0 e 0.0 0.0 0 0 f0.0 0.0 0 0 6 Windows and a 1C 37.0 11 407 0 0 glass doors b 8C 37.0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 d0.0 0 0 0 0 e 0.0 0 0 0 0 f 0.0 0 0 0 0 7 Windows and North 23.2 2 37 0 0 glass doors NElNW 39.4 0 0 0 0 Cooling EJW 0.0 0 0 0 0 SE/SW 50.6 9 435 0 0 South 0.0 0 0 0 0 Horz 0.0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 b 11AI 18.9 12.7 0 0 0 0 0 0 c 0.01 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 exposed b 12C 2.9 1.9 213 613 414 56 161 109 walls and c 13C 3.2 1.2 0 0 0 0 0 0 partitions of 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 195 331 434 105 178 234 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0Note: room b 0.0 0.0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0forstaba0.0 0.0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a I 20.4 6.6 11 224 72 01 0 0 13 Subtotal loss=6+8..+11+12 1575 339 Less external heating 0 0Lesstransferp0 Heating redistribution 0 014Ductloss10 % 157 10 °/ 3415Totalloss = 13+14 1732 373 16 Int. gains: People @ 300 0 0 0 0 Appl. @ 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1392 343 Less external cooling 0 0 Less transfer 0 0 Cooling redistribution 0 018Ductgain10 °/ 139 10 °/ 3419TotalRSHgain=(17+18)`PLF 1.00 1132 1. 10 334 20 Air required (cfm) 60 67 13 16 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wr gl-tsoFt Right -Suite Residential"5.506RSR26017 2002-May1810:10,47ACCAE:\Files\Beazer 2002\VS 255 W 1 Z\VS 255 W 1Z.rsr Page 5 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: WEKIVA VS255 W/ONE ZONE 01-14-00 109 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 I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R STAIRS/POWDER FOY/LIV/DIN a n se a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 11.0 5.0 47.4 23.0 0.0 21Y1 BRKFST a n sw a C n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 39.4 23.0 0.0 a n ne a c n 0 d 1 1 90 1.0 28.0 1.0 5.0 39.4 23.0 0.0 FAM b n nw a c n 0 d 1 1 90 1.0 8.0 1.0 7.0 39.4 60.0 0.0 BR3 b n nw a c n 0 d 1 1 90 1.0 8.0 1.0 7.0 39.4 40.0 0.0 BTH2 BR2 a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 39.4 16.0 0.0 UTIL UPPER FOY/STAIRS a n se a c n 0 n 1 1 90 1.0 1.0 1.0 4.0 76.4 16.0 2.5 BR4 a n se b c n 0 d 1 1 90 1.0 1.0 1.0 4.5 47.4 27.0 3.8 BTH3 vvnghtsoft Right -Suite Residential1° 5.5.06 RSR26017 2002-May-18 10.10.47 C({ E:\Files\Beazer 2002\VS 255 W1Z\VS 255 W1Z.rsr Page 1 BR5 a n nw b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 15.0 0.0 UPPER FAM a n nw b c n 0 d 1 1 90 1.0 1.0 1.0 4.0 39.4 32.0 0.0 MBR a n ne b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 15.0 0.0 b n nw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 39.4 40.0 0.0 MBTH a n se b c n 0 d 1 1 90 1.0 1.0 1.0 3.8 47.4 11.0 1.8 BTH4 wrightsoft Right -Suite Residential" 5.5.06 RSR26017 2002-May-18 10:10:47 ACCA E \Files\Beazer 2002\VS 255 W 1Z\VS 255 W 1Z.rsr page 2 MuS, have .__ a"_l_.__,—_! the _ __ per the State on r=6 Insulation _» vjf k± m/\ 2 o a a a. 5e6P LU e 2 a $ 5 5 b g a J mELumoo UPPER Fin n N 0' 7' Cr irp414 12.6 l.cd A 345 n I_ 41 ox7 rna I 32x6 l.cd7' 180 n . 8 8 12x12 my Bx• la 10' 1 ..6, r 10' 9' a.. 4'_Px4 I.,J y 8x4 112 s uj_'10• ro. 9 0 4' 7' a a j 4 ar 4rir 41! ZONE 2 3' MtY duct 3' Dtn duct2on .0t/5k. 2240v IM 3' Mtn duct to of cop copIBxiOrodPttf— by to roof cap fnnof ./fnn bIW' ran RM YFORUPI. have a rinlnuw clearance Of 4 Inches around the air handler per the State Energy code. all duct has an r=6 Insutatbn value. 6 C) s, N >n N QI g C)_ N LY) t i 11 1 I Z m i Q F O 0 r fj , tf Q W tO I N CU I Q TTI i _LTLLJ m > F Z 0 3, U1 m Z 0 lL ? J < coJ ODF- a Q wma- J( N00 Herx & Associates Inc. Land Surveying 455 Douglas Avenue Suite 1455, Altamonte Springs, Florida . 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of SurveCURVEDELTAANGLERADIUSARCTANGENT CHORD CHORD BEARING C 1 II'I5'00- 75.00' 14.73' 7.38' 14.70' N 84°41'42-E KAYWOOD REPLAT P. 0. 8: PLAT BOOK 30. PAGES 27 & 28 N 89'45'58'W 188.91 L 1 o LINE BEARING DISTANCE o L I N 89°45'58'W 60.00' t 25' UNDISTURBED BUFFER L 2 S 89'40'49-E 45.37' Ph car 37 " 48,so E P000SED) a N• GRADI T LOT 36 9, It7 50. FT. Fr6rit 25 Reor 45'- C r 5 r I s: 3 Side 7.5 'Corner 25' rP . . . 1 NE CORNER OF NW 174 , 1r4. SECTION Lti ti A l. J' a LANAI CITY OF SANFORD IS 33. 19.30 h tl ^ zy 26. 7' 1V m Note: Bte orngsshown hereon are referenced to the North kne SW 114. Section 33-19-30. REFERENCED BEARING n r*1D o fMODVL Br8 O" o/ the N 89*43'21'W 673.36 H o VDDIFED-4' GAR EXT as being N 89° 43 2 I W. m Two STORY RESIDENCE FIN. FL. ELEr.:49.5 . to Vertical datum is based on NGVD per Engneerng construction plans by Burkett Engineerng. hc. N Project No. 9709.31 aN 7.7 19.7' 4O' w a co c 64'D l 12. 3 TCI L2 v C/L CALABRIA SPRINGS COVE 0 150' R/W) TRACT F p CATCH BASIN PRIVATE ROAD. DRAINAGE d UTILITY EASEMENT 4 N 89'40'49'W A934,46_ - — - — - — — - r. c.7. Proposed Lot 37, "Calabria Cove" Subdivision, City of Sanford, Seminole County, Florida. Legal Description : A parcel of land lying in Section 33, Township 19 South, Range 30 East, City of Sanford, Seminole County, Florida described as follows: Commence at the Northeast corner of the Northwest'/4, of the Southwest %4, of said Section 33, thence N89° 43'21 "W, along the north line of Southwest '/4, of said Section 33, as a basis of bearing, a distance of 673.36'; thence S 00050'30"E, a distance of 997.21', to the north line of the south 5 chains of the west 11 %2 chains of the Northwest '/4, of the Southwest 4, of said Section 33 ; thence S 89°45'58"E, a distance of 2.51', to the Northeast plat corner of the proposed Calabria Cove subdivision; thence S 00'06'39"W, a distance of 330. 00', along the east proposed plat boundary, to the Southeast plat corner of said proposed subdivision; thence N 89°45'58"W along the south proposed plat boundary, a distance of 188.91' to the Point of Beginning; thence continue along said south line, a distance of 60.00% thence N 00°19' 12"E, a distance of 151.88'; thence S 89°40'49"E, a distance of 45.37' to a point on a curve; thence 14.73' along the arc of a curve to the left, having a radius of 75.00', a central angle of 11*15'00", a chord length of 14.70' bearing N 84°41'42"E; thence S 00°19' 12"W, a distance of 153.23' , to the Point of Beginning; containing 0.21 acres more or less. Legend General Notes: CVS Proposed ® Temporary Benchmark O,R.B. 1. This is a BOUNDARY Survey performed in the field on(assumed datum) onset Official Records Book Pe 2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk PC Plat Book Point of Curvature Centerlinesubsur/ace/aerla/ encroachments, if any, were located. CJL FCC. Point of Compound Curvature lAnltDrlo(ea) Angle 3. Building ties shown are to the exterior unfinished foundation surface or (ormboard. d CentraP.C.P. CALC CalculatedCBPermanentControl Point 4. Elevations shown hereon, if any, are assumed and were obtained from approved Chord Bearing PG. Page Construction plans provided by the Client unless otherwise noted, and are shown CD Chord P.R.M. Permanent Reference Monument only to depict the proposed or actual difference in elevation relative to the assumed C.M. Concrete Monument P.P. O. B. Property Line Point of Beginning temporary Benchmarkshownhereon. EL. or ELEV Elevation (Proposed) P. O.C. Point of Commencement FINAL EL. Elevation (Measured) 5. Theparcelshownhereonissubjecttoalleasements, reservations, restrictions, and P.I. Point of lninrsec0on Rights -of - way of record whether depicted or not on this document. No search of the FD. Found PRC. Firi.Fl. Elev. Finished Floor ElevationPoint of Reverse Curvature PT Public Recordshasbeenmadebythisoffice. IP. Iron Pipe Point of Tan enc 9 y6. The legal description shown hereon is as furnished by client. tit. Iron Rod R Radius 7. Platted and measured distances and directions are the same unless otherwise noted. L Arc Length RAU R Radial Line Residence Denotes W iron rod with yellow plastic cap marked LB4937 or LS3182, or LB Licensed Business 1r PPR/W W Right-O/--Way YS"ironrodwithredplasticcapmarked 'Witness Corner" unless otherwise noted. LS. Land Surveyor TBM Temporary Benchmark O Denotes P.C.P. (Permanent control point)Mee Measured TYP. WD(N&D) Nail and Disk Typical Denotes Permanent Refere')ce Wonurnent .-// -//.. N.R. Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawing) certification: Not Valid without the signature and the original raised seal ofaFlorida licensed Survayorend Mapper Dro.n by: AH This survey meets therequirensVtheFloridaMinimumTechnicalChocked6y : DP S dards as ccnfafnedInter6G17-6 Florida Administrative Coda. Pr •pored For: BEAZER Job Sketch of Lego/ DescriptionSeat, 01-005.02 Seale 1'• 40" Th 1 s 1 5 n o 1 O Survey Plot pion parfor.ad: 06-25-01 Rev, House PoSilion: 06-27.01 Will,amA.Herx,P. L.S.Florida'Reglsfer Land Surveyor No.3182 Prapored Meier and Bounds Deree L. Pr2emienleckl, P. S.M. Reglsl d Surveyor and Mapper No. 6030 Leg o 1 Description: 08. 08.01 un William R. Herx, P. S.M. Registered Surveyor and Mapper No. 6092 Faion Surrey : Herx & Associates Inc., State of Florida LB 4937 Final S Survey 4 ZQRM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION " Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: LOT37CC C Builder: BEAZER Address: Permitting Office: City, State: Permit Number: C` Owner: = Jurisdiction Number. Climate Zone: entral I . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 10.00 _ 4. Number of Bedrooms 5 _ b. Central Unit Cap: 18.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 10.00 _ 6. Conditioned floor area (ft') 2939 ft' c. N/A _ 7. Glass area & type a. Clear - single pane 456.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric heat Pump Cap: 48.0 kBtu/hr _ c. Tint/other SC/SHGC - single pane 0.0 ft' _ HSPF: 7.20 _ d. Tint/other SC/SHGC - double pane 0.0 ft' b. Electric Heat Pump Cap: 18.0 kBtti/hr _ 8. Floor types u HSPF: 7.00 _ a. Slab -On -Grade Edge Insulation R=0.0, 242.0(p) ft _ c. N/A _ b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 169 1. 8 It' EF: 0.86 _ b. Frame, Wood, Adjacent R=1 1.0, 235.0 ft' _i b. N/A _ c. Frame, Wood, Exterior R=11.0, 1020.0 ft' 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, 1982.0 ft' _ 15. HVAC credits _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. Sup: Unc. Ret. Unc. AH: Interior Sup. R=6.0, 1.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Total as -built points: 40477.00Glass/Floor Area: 0.16 PASSTotalbasepoints: 44668.00 I hereby certify that the plans and specifications covered I Review of the plans and 1iE Sr by this calculation are in co pli nce it he Florida specifications covered by this tio gTFo Energy Code. ` calculation indicates compliance y`,,; ''= with the Florida Energy Code. PREPARED BY: Before construction is completed - dDATE: this building will be inspected for fl I hereby certify that this building, as designed, is in compliance with Section 553.908 f rf1• O Florida Statutes. WVcompliancewiththeridaEnergyCodoD OWNER/AGENT: TA Pck BUILDING OFFICIAL: DATE: <::;' -1DATE: EnergyGauge® ( Version: FLRCNA-200) FQR(t 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 2939.0 42.08 22259.8 Single, Clear S 1.0 15.2 10.0 44.66 0.99 443.5 Single, Clear E 8.0 6.2 32.0 59.31 0.47 890A Single, Clear E 8.0 8.0 60.0 59.31 0.53 1885.9 Single, Clear W 1.0 17.2 32.0 53.47 1.00 1705.6 Single, Clear N 1.0 17.2 23.0 27.96 1.00 640.6 Single, Clear E 1.0 8.2 23.0 59.31 0.99 1354.6 Single, Clear N 1.0 8.2 23.0 27.96 0.99 638.2 Single, Clear S 29.0 8.2 23.0 44.66 0.48 488.1 Single, Clear W 1.0 4.0 12.0 53.47 0.92 587.3 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632A Single, Clear E 1.0 6.0 15.0 59.31 0.97 861.8 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632A Single, Clear E 1.0 5.0 32.0 59.31 0.95 1803.6 Single, Clear W 1.0 8.0 16.0 53.47 0.99 845.8 Single, Clear W 1.0 8.6 28.0 53.47 0.99 1487.6 Single, Clear E 1.0 6.0 15.0 59.31 0.97 861.8 Single, Clear S 1.0 8.2 16.0 44.66 0.99 706.1 Single, Clear W 1.0 12.2 30.0 53.47 1.00 1597.3 Single, Clear W 1.0 12.0 36.0 53.47 1.00 1916.8 As -Built Total: 456.0 19979.9 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adajcent 235.0 0.7 164.5 Concrete, Int Insul, Exterior 4.2 1691.8 1.16 1962.5 Exterior 2711.8 1.90 5152.4 Frame, Wood, Adjacent 11.0 235.0 0.70 164.5 Frame, Wood, Exterior 11.0 1020.0 1.90 1938.0 Base Total: 2946.8 5316.9 As -Built Total: 2946.8 4065.0 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 1&0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 40.0 4.80 192.0 Exterior Insulated 40.0 4.80 192.0 Base Total: 58.0 220.8 As -Built Total: 58.0 220.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM = Points Under Attic 1982.0 0.60 1189.2 Under Attic 19.0 1982.0 1 A 0 2180.2 Base Total: 1982.0 1189.2 As -Built Total: 1982.0 2180.2 EnergyGauge<E) DCA Form 60OA-97 EnergyGaugeID/FlaRES'97 FLRCNA-200 t FORM 60OA-97 11 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , . , PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab Raised Base Total: 242.0(p) -31.8 0.0 0.00 7695.6 0.0 7695.6 Slab -On -Grade Edge Insulation As -Built Total: 0.0 242.0(p) 31.90 7719.8 7719.8 INFILTRATION Area X BSPM Points Area X SPM Points 2939.0 14.31 42057.1 2939.0 14.31 42057.1 Summer Base Points: 63348.2 Summer As -Built Points: 60783.2 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap X Ratio Duct Multiplier X System X Multiplier Credit Multiplier Cooling Points 63348.2 0.3577 22659.7 60783.2 60783.2 60783.2 0.727 0.273 1.00 0.975 0.975 0.975 0.341 0.341 0.341 1.000 1.000 1.000 14692.0 5509.5 20201.4 EnergyGauge'"" DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FQRti1 60OA-97 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 2939.0 4.79 2633.8 Single, Clear S 1.0 15.2 10.0 7.73 1.00 77.0 Single, Clear E 8.0 6.2 32.0 9.96 1.21 385.9 Single, Clear E 8.0 8.0 60.0 9.96 1.16 695.3 Single, Clear W 1.0 17.2 32.0 10.74 1.00 343.6 Single, Clear N 1.0 17.2 23.0 12.32 1.00 283.2 Single, Clear E 1.0 8.2 23.0 9.96 1.00 230.2 Single, Clear N 1.0 8.2 23.0 12.32 1.00 283.0 Single, Clear S 29.0 8.2 23.0 7.73 2.29 407.3 Single, Clear W 1.0 4.0 12.0 10.74 1.01 130.3 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 6.0 15.0 9.96 1.01 150.8 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 5.0 32.0 9.96 1.01 322.7 Single, Clear W 1.0 8.0 16.0 10.74 1.00 171.9 Single, Clear W 1.0 8.6 28.0 10.74 1.00 300.5 Single, Clear E 1.0 6.0 15.0 9.96 1.01 150.8 Single, Clear S 1.0 8.2 16.0 7.73 0.99 123.0 Single, Clear W 1.0 12.2 30.0 10.74 1.00 322.1 Single, Clear W 1.0 12.0 36.0 10.74 1.00 386.5 As -Built Total: 456.0 4997.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adajcent 235.0 1.8 423.0 Concrete, Int Insul, Exterior 4.2 1691.8 3.26 5515.3 Exterior 2711.8 2.00 5423.6 Frame, Wood, Adjacent 11.0 235.0 1.80 423.0 Frame, Wood, Exterior 11.0 1020.0 2.00 2040.0 Base Total: 2946.8 5846.6 As -Built Total: 2946.8 7978.3 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 14.00 72.0 Exterior 40.0 5.10 204.0 Exterior Insulated 40.0 5.10 204.0 Base Total: 58.0 276.0 As -Built Total: 58.0 276.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM = Points Under Attic 1982.0 0.60 1189.2 Under Attic 19.0 1982.0 1.00 1982.0 Base Total: 1982.0 1189.2 As -Built Total: 1982.0 1982.0 EnergyGauge® DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FARM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab Raised Base Total: 242.0(p) -1.9 0.0 0.00 459.8 0.0 459.8 Slab -On -Grade Edge Insulation As -Built Total: 0.0 242.0(p) 2.50 605.0 605.0 INFILTRATION Area X BWPM Points Area X WPM Points 2939.0 -0.28 822.9 2939.0 0.28 822.9 Winter Base Points: 8562.8 Winter As -Built Points: 15016.2 Total Winter X Points System = Heating Multiplier Points Total X Component Cap X Ratio Duct X System X Multiplier Multiplier Credit Multiplier Heating Points 8562.8 1.0730 9187.9 15016.2 15016.2 15016.2 0 727 0.273 1.00 0.998 0.474 0.998 0.488 0.998 0.478 1.000 1.000 1.000 5165.9 1992.5 7157.3 EnergyGaugeI DCA Form 60OA-97 EnergyGaugee(&/FlaRES'97 FLRCNA-200 FQRrvl 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS 4 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 22659.7 9187.9 12820.0 44667.E 20201.4 7157.3 13118.1 40476.9 PASS O4 THE ST4T O n EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS i SECTION 1 REQUIREMENTS FOR EACH PRACTICE _ Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; I Floors Ceilings foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the to plate. 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. 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABCA,2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. COMPONENTS SECTION REQUIREMENTS Water Heaters 1612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap reguirec 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 1610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for eachstem. 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. CHECK EnergyGauge'" DCA Form 60OA-97 EnergyGauge0/FIaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 81.7 The higher the score, the more efficient the home. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC/SHGC - single pane d. Tint/othcr SC/SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int lnsul, Exterior b. Frame, Wood, Adjacent c. Frame, Wood, Exterior d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. All: Interior b. Sup: Unc. Ret: Una AH: Interior New _ 12. Cooling systems Single family _ 1 a. Central Unit 5 b. Central Unit Yes 2939 ft' c. N/A 456.0 ft' 13. Pleating systems 0.011, _ a. Electric Heat Pump 0.0 It' _ 0.0 lt' b. Electric Heat Pump R=0.0, 242,0(p) ft _ c. N/A 14. 1 lot water systems a. Electric Resistance R=4.2, 1691.8 11' R=11.0, 235.0 11' _ b. N/A R=11.0, 1020.0 ft' _ f c. Conservation credits FIR -Pleat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1982.0 ft' 15. 14VAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup, R=6.0, 1.0 ft _ RB-Attic radiant barrier, - Sup. R=6,0, 1.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 48.0 kBtu/hr _ SEER: 10.00 _ Cap: 18.0 kBtu/hr _ SEER: 10.00 Cap: 48.0 kBtu/hr _ HSPF:7.20 _ Cap: 18.0 kBtu/hr _ HSPF: 7.00 Cap: 50.0 gallons EF: 0.86 _ THE STq O n a C0 WE f NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86_for a US EPA/DOE EnergyStaru"'deSignation), your home may qualify,for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec. ucfedufor information and a list ofcertified Raters. For information about Florida's Energy Efcienct' Code For Building Construction, contact the Department ofCommunily Affairs at 850/487-1824. EnergyGaugeO (Version: FLRCNA-200) uotn wct to rnof Cno ifnn I noesra2 L- i rOro eons 1 norol6 1t scmr ve•-ru. N/ 2nd FLOOR PLAN xK[ v1• fO• Li O U Q v r1l wiQ O a 2 U CHECKE 2 i QJ > M w C CD D 200Yj a Yw cv o a CQ Rating zO N m cmY aye•=ro. N — I Er+ 4A tpk V/IORV V40V [Pk 18.16 pltn plotforn by E) Ww 1.5 ton ./5k. 0240. Iph 18.10 pm ptotfo— by bid, 3'b. th O.% to roof cap i fon K 2 A t0 roof cupfun -light p.y.n wct to roof cop 42X42 A/C SL BY BLDR MINT2' FROM WALL Li C] U Q LiIED Q CLJoQ l` U N N m U3 o L3 CHECKE 3 0 20 Li 0 a 3 Rating z N m w o z ui RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: L•OT17CL 1.25.01 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project InUormaton For: BEAZER HOMES Notes: LOT 17 CUMBRIAN LAKES Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss Ventilation air 47576 0 Btuh cfm Ventilation air loss 0 Btuh Design heat load 47576 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft') Air changes/hour Equiv. AVF (cfm) Simplified Average Heating Cooling 2687 2687 23864 2386400 279 159 Heating Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating input 0 Heating output 0 Heating temp rise 0 Actual Beating fan 2000 Heating air flow factor 0.042 Btuh Btuh OF cfm cfm/Btuh Space thermostat Outside db 93 OF Inside db 75 OF Design TggD 18 F Rellativen iumidity 50% Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 36501 Btuh Ventilation 2970 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 38681 Btuh Latent Cooling Equipment Load Sizing Internal gains 2070 Btuh Ventilation 4423 Btuh Infiltration 4701 Btuh Total latent equip. load 11194 Btuh Total equipment load 49876 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.2 EER 40600 Btuh 17400 Btuh 58000 Btuh 2000 cfm 0.055 cfm/Btuh 78 Bold7italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjgj"tsoft Rght-Suite Residential^ 5045RSR26017 2001-Jan•251631:11 ACCA E:1Files\beazerlLOT17CL1LOT17CLrsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D F Entire House DEL AIR HEATING,AIR CONDITIONING,R Job:LOT17CL 1.25.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.7 ach x 23864 W x 0.0167 = 279 cfm 2. Winter infiltration load 1.1 x279 cfm x 32 *F Winter TD = 9820 Btuh 3. Winter infiltration HTM 9820 Btuh / 484 ft2 Total window = 20.3 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 23864 ft3 x 0.0167 = 159 cfm 2. Summer infiltration load 1.1 x159 cfm x 18 °F Summer TD = 3156 Btuh 3. Summer infiltration HTM 3156 Btuh / 484 ft2 Total window = 6.5 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 159 cfm = 4701 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 150 cfm vent. x 18 *F Summer TD = 2970 Btuh Sensible load for structure (Line 19) + 36501 Btuh Sum of ventilation and structure loads = 39471 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible= 38681 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 150 cfm vent. x 43 gr/lb moist.diff. = 4423 Btuh Internal loads = 230 Btuh x 9 people + 2070 Btuh Infiltration load from Procedure C + 4701 Btuh Equipment sizing load - latent = 11194 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjghtsoft Righl-Suite Residential-5.045RSR26017 2001 -Jan-25 16 31 11 ACCk E\FileslbeazerlLOT17CULOTI7CL.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: LOT17CL 1.25.01 109 COMMERCE STREET. LAKE MARY. FL 32746 6206 Phone (407) 831.2665 1Room VUM J. / ll1 CU. Name of room Entire House FOY/STAIRWAY/PW LIV/DIN KIT 2 Length of exposed wall 332.0 ft 15.0 ft 32.0 ft 14.0 ftj1'.' 3 dimensions 9.0 x 21.0 ft 12.0 x 21.0 ft 12.0 x 14.0 ft 4 Ceiings Condit. Option 8.9 ft heat/cool d 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO Htg Clg ft') Htg I Clg ft') Htg I Clg ft') Htg Clg ft') Htg Clg 5 Gross a 14E 4.6 2.1 1699 85 301 132 Exposed b 12 2.9 1.9 1138 0 0 0 walls and c 13C 3.2 1.2 244 56 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 M' 0 0 f0.0 0.0 0 0 0 0 I .... 6 Windows and a IC 37.0 228 8427 0 0 55 2033 0 0 glass doors b 8C 37.0 180 6653 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0."' 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 t 0.0 0 0 0 0 0 0 0 0•"' 7 Windows and North 20.4 161 3289 0 0 0 0 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling ENV 56.8 216 12302 0 0 32 1741 0 0 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30A 30 923 0 0 23 699 0 0 Horz 00 0 0 0 0 0 0 0 0 8 Other doors a 101 14.7 9.9 511 1154 576 40 589 397 0 0 0 0 0 0 b 101 14.7 9 9 18 265 179 0 0 0 0 0 0 0 0 0 c 00 00 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14E 4.6 2.1 1374 6330 2829 45 207 93 246 1133 506 132 606 271 exposed b 12C 2.9 1.9 997 2871 1938 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 244 769 285 56 176 66 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 1440 2442 3205 0 0 0 72 122 160 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 186 4821 0 15 389 0 32 829 0 14 363 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 a 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 121 Infiltration a 20.3 6.5 484 9820 3156 40 812 261 55 1116 359 0 0 0 13 Subtotal loss=6+8..+11+12 43251 2173 5233 969 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100 4325 100 217 100 523 100 97 15 Total loss = 13+14 47576 2390 5756 1066 16 Int. gains: People @ 300 9 2700 0 0 1 300 p 0 Appl. @ 1200 2 1800 0 0 0 0 1 1200 17 Subtot RSH gain=7+8..+12+16 33183 816 3765 1471 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10° 3318 10° 82 100 377 100 147 19 Total RSH gain=(17+18)`PLF 1.00 36501 1.0( 898 1.00 4142 1.00 1618 201 Air required (cfm) 2000 2000 100 49 2421 227 45 89 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr g h soft R 9hl-Sulte Res,oenhalT" 5 0 45 RSR26017 2001-Jan-25 16 31:11 ACCA E:TileslbeazerlLOT17CL%LOT17CL rsr Page 1 RIGHT-J WORKSHEET r Entire House DEL AIR HEATING,AIR CONDITIONING,R Joti LOT17CL 1.25.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone. (407) 831-2665 J: /t11 to. 1 Name of room BRKFST FAM MBR 2 MBR2 WIC 2 Length of exposed wall 30.0 ft 16.0 ft 25.0 ft 5.0 ftj4MANUAL3Roomdimensions11.0 x 12.0 ft 16.0 x 17.0 ft 13.0 x 17.0 ft 13.0 x 5.0 ft Ceiings Condit. Option 9.4 ft heat/coot 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft heat/cool TYPE OF CS1 HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg Clg ft=) Htg I Clg ft') Htg Clg ftz) Htg I Clg 5 Gross a 148 4.6 2.1 282 150 235 477 Exposed b 12 2.9 1.9 0 0 0 walls and c 13 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1 C 37.0 46 1700 0 0 0 0 0 0 glass doors b 8C 37.0 40 1478 60 2218 40 1478 0 0 Heating c 9C 38.7 0 0 0 0 0 0' 0 0' d 0.0 0 0 0 0 0 0- 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 56 1135 48 986 32 657 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 0'"" 0 Cooling E/W 56.8 23 1251 12 634 8 423 0 0 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30.4 7 224 0""` 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 196 903 404 90 417 186 195 899 402 47 217 97 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 88 149 196 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 30 778 0 16 415 0 25 648 0 5 130 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 a 0 0 0 0 is displ, d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 20.3 6.5 86 1745 561 601 1217 391 40 812 261 01 0 0 13 Subtotal loss=6+8..+11+12 6753 4266 3837 346 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100 675 10° 427 100 384 100 35 15 Total loss = 13+14 7429 4693 4220 381 16 Int. gains: People @ 300 0 0 6 1800 1 300 D 0 Appl. @ 1200 0 0 0 0 0 0 0'"" 0 17 Subtot RSH gain=7+8..+12+16 3770 3998 2043 97 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 100 377 10° 400 100 204 100 10 19 Total RSH gain=(17+18)'PLF 1,00 4147 1.00 4398 1.00 2247 1.00 106 20 Air required (cfm) 312 227 1971 241 177 123 16 6 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr C htsof t R ght-Suite Resdent,al- 5 0 45 RSR26017 2001 Jan-25 16 31 11 ACCA E:\FilesWeazef%OT17CLIOT17CL.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: LOT17CL 1.25.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone (407) 831-2665 J: 7th Ed. 1 Name of room MBTH2 UTIL POOL BTH UPPER FOY/STAIRS 2 Length of exposed wall 22.0 ft 7.0 ft 20.0 ft 9.0 ftJ4MANUAL3Roomdimensions13.0 x 9.5 ft 7.0 x 10.0 ft 4.0 x 8.0 ft 9.0 x 15.0 ft Ceiings Condit. Option 9.4 ft I heat/cool 9.4 ft heat/cool 9.4 ft heat/cool 8.0 ft heat/cool TYPE OF CS1 HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg CIg ft') Htg I Clg W) Htg I Clg ft') Htg Clg ft') Htg I Clg 5 Gross a 14B 4.6 2.1 207 0 188 72 Exposed b 12 2.9 1.9 0 0 0 0 walls and c 13 3.2 1.2 122 66 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 f0.0 0.0 0 0 6 Windows and a 1C 37.0 10 370 0 0 0 0 16 591 glass doors b 8C 37.0 0 0 0 0:+ 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 1 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 10 204 0 0 0 0 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling ENV 56.8 0 0 0 0 0 0 16 1398 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30.4 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10C 14.7 9.9 0 0 0 0 0 0 18 265 179 0 0 0 b 10 14.7 9.9 0 0 0 18 265 179 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14E 4.6 2.1 197 907 405 0 0 0 170 783 350 56 258 115 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13 3.2 1.2 122 384 143 66 208 77 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 0 0 0 0 0 0 32 54 71 135 229 301 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 22 570 0 7 181 0 20 518 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 120.316.5 10 2031 65 18 365 117 18 365 117116 325 104 13 Subtotal loss=6+8..+11+12 2434 1020 1986 1403 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100 243 100 102 100 199 100 140 15 Total loss = 13+14 2677 1121 2185 1543 16 Int. gains: People @ 300 0 0 0 0 0 0 0 0 Appl. @ 1200 0 0 1 600 0 0 0•"' 0 17 Subtot RSH gain=7+8..+12+16 817 973 718 1919 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 100 82 100 97 100 72 100 192 19 Total RSH gain=(17+18)`PLF 1.00 899 1.01 47 1071 1.00 789 1.00 2110 201Air required (cfm) 113 49 59 92 43 65 116 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr c htsof C Rigni-Suee Residential- 50.45 RSR26017 2001-Jan-25 16.31.11 ACe-cA E tFileslbeazer\L.OT17CL1LOT17CL rsr Page 3 RIGHT-J WORKSHEET Entire Housetr DEL AIR HEATING,AIR CONDITIONING,R Job; LOT17CL 1.25.01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831.2665 J: tin t:o. 1 Name of room BR4 BTH3 BR5 BR6 2 Length of exposed wall 25.0 ft 6.0 ft 25.0 ft 16.0 ftj4MANUAL3Roomdimensions12.0 x 13.0 ft 12.0 x 6.0 ft 12.0 x 13.0 ft 16.0 x 13.0 ft Ceiings Condit. Option 8.0 ftheat/cool 8.0 ft heat/cool 8.0 ftheat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO Htg Clg ft') Htg I Clg ft') Htg I Clg ft) Htg Clg ft') Htg I Clg 5 Gross a 14E 4.6 2.1 0 0 0 0 Exposed b 12C 2.9 1.9 200 48 200 1211 walls and c 13 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0. 0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 27 998 0 0 15 554 32 1183 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0. 0 0 0 0 0 0 0 0 0'"' e 0. 0 0 0 0 0 0 0 0 0 f 0. 0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 0 0 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling E/ W 56.8 27 1469 0 0 15 816 32 1741 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30. 4 0 0 0 0 0 0 0 0 Horz 00 0 0 0 0 0 0 0 0 8 Other doors a 10C 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 101 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14E 4.6 2.1 0 0 0 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 173 498 336 48 138 93 185 533 360 96 276 187 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 156 265 347 72 122 160 156 265 347 208 353 463 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 20.3 6.5 27 548 176 0 0 0 15 304 98 321 649 209 13 Subtotal loss=6+8..+11+12 2309 260 1656 2461 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100 231 100 26 10° 166 100 246 15 Total loss = 13+14 2539 286 1822 2707 16 Int. gains: People @ 300 0 0 0 0 0 0 10 0 Appl. @ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 2328 254 1621 2599 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10° 233 10° 25 10° 162 10° 260 19 Total RSH gain=(17+18)`PLF 1.00 2561 1.00 279 1.00 1783 1.00 2859 20 Air required (cfm) 107 140 12 15 771 98 1141 157 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr c t tsoft Right -Suite Residential" 5.0.45 RSR26017 2001- Jan- 25 16:31:11 ACCA E:\ Fileslbeazer%OT17CLU.OT17CLrsr Page 4 RIGHT-J WORKSHEET Entire HouseV DEL AIR HEATING,AIR CONDITIONING,R Job: LOT17CL 1.25.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 1 MANUALJ. /1n Mu. M Name of room MBR MBTH BTH4 2 Length of exposed wall 30.0 ft 28.0 ft 7.0 ft14ANUAL3Roomdimensions13.0 x 17.0 ft 13.0 x 15.0 ft 7.0 x 15.0 ft Condit. Option 9A ft heat/cool 8.0 ft heat/cool 8.0 ftheat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg ft=) Htg Clg ft') Htg I Clg ft') Htg Clg Htg Clg 5 Gross a 14E 4.6 2.1 0 0 0 Exposed b 12 2.9 1.9 282 224 56 walls and c 13 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f0. 0 0.0 0 0 0 6 Windows and a 1C 37.0 15 554 12 444 0 0 glass doors b 8C 37.0 40 1478 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 d0. 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0•"' f0. 0 0 0 0 0•"' 0 0 7 Windows and North 20.4 15 306 0 0 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 Cooling E/W 56.8 40 2176 12 653 0 0 SE/ SW 0.0 0•"' 0 0 0 00 South 30.4 0 0 0 0 0 0 Horz 0.0 0 0 0•"' 0 0 0 8 Other doors a 10 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 f I 9 Net a 148 4.6 2.1 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 227 654 441 212 611 412 56 161 109 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 221 375 492 195 331 434 105 178 234 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 Perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 Is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 20.316.5 55 11161 359 121 243 78 0 0 0 13 Subtotal loss=6+8..+11+12 4177 1628 339 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 100 418 100 163 10° 34 15 Total loss = 13+14 4595 1791 373 16 Int. gains: People @ 300 1 300 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 4074 1577 343 Less external cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 10° 407 10° 158 10° 34 19 Total RSH gain=(17+18)'PLF 1.00 4481 1.00 1735 1.00 377 1201 Air required (cfm) 1 193 246 75 95 16 21 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. w' t1 1-'7CSOfC Right-SVdeResidential^'5.0,45RSR26017 2001-Jan-2516.31.11 4CCN E:1Fileslbeazer%OT17CL1LOT17CL.rsr Page 5 RIGHT-J WINDOW DATA O'c.1Nw- DEL AIR HEATING,AIR CONDITIONING,R Job: LOT17CL 1.25.01 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOY/STAIRWAY/PWD LIV/DIN a n e a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 54.4 32.0 0.0 a n s a c n 0 d 1 1 90 1.0 1.0 11.0 5.0 30.4 23.0 0.0 KIT BRKFST a n s a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 30.4 23.0 15.6 a n w a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 54.4 23.0 0.0 b n n a c n 0 d 1 1 90 1.0 28.0 1.0 7.0 20.4 40.0 0.0 FAM b n w a c n 0 d 1 1 90 1.0 8.0 1.0 7.0 54.4 60.0 48.3 MBR 2 b n w a c n 0 d 1 1 90 1.0 8.0 1.0 7.0 54.4 40.0 32.2 MBR2 WIC MBTH2 a n n a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 20.4 10.0 0.0 UTIL POOL BTH UPPER FOY/STAIRS a n e a c n 0 n 1 1 90 1.0 1.0 1.0 4.0 87.4 16.0 0.0 BR4 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 4.5 54.4 27.0 0.0 wrightsoft Right-SuiteResidenliall"5.0.45RSR26017 2001-Jan-2516:31:11 c% E1Files\Deazer\LOTI7CL\LOTI7CL.rsr Page 1 BTH3 BR5 a n w b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 15.0 0.0 BR6 a n w b c n 0 d 1 1 90 1.0 1.0 1.0 4.0 54.4 32.0 0.0 MBR 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 b n w b c n 0 d 1 1 90 1.0 1.0 1.0 7.0 54.4 40.0 0.0 MBTH a n e b c n 0 d 1 1 90 1.0 1.0 1.0 3.0 54.4 12.0 0.0 BTH4 wrightsoft Right -Suite Residential^' 5.0.45 RSR26017 2001-Jan-25 16,31:11 4CCA E \Fileslbeazer1LOT17CL1LOT17CL.rsr Page 2 111 11 11 III 11 ILO 4 1/16' I ` TTQ1fjE5 DA(Y T R+BLIXX s VZ' ON rrA&C W"II 5Y542 V OEEQ Rcoor+ a,a TRLIYI+S/ DAM ( a+ a.ou + ! ur ON "Me •A"ll DENY1-H LIJMDER G0 TRU55 PVI`?i0N 6363 E)GEVIATEF CR1VE Xi-A(O0 FL 3260 407) 29<i - 622 FAX (407) Zql - 01153 N0TE5 U e@[R TO M 4 eEWweoATWrS FaM,gxt4 r6T$"Al y, d0 7rawATM cabaiG few TOD.94TM vr"Voh For FDMMt}TT OfA" R'O ATO 7) ALL T r," wcLL Tne," MW VALLry frm** 1/hi M CaeLETB.T COCA= l env TOCETAL yo; < OVAL CLTS FOC YTPTE OR.(" TfQAk%e+t9 31 4L VkjtE j TOM CAr14+TW WLYF[A *D DY EIAOEe q) riT W LOW ER`.Ar+ WALL'5 53 m," XaTy MAY M AP&f m MY FM DO I)TQ(Y MA&Ce+6 63 rtaTr r ore.. x Os CM.(`I. TOTEo OTterY" 3 Ill.? T OYR'. yAT M t,STl LfV WT" TK TO Mr* V 61 eu ear wl v Nw em TO tE 5 -Am KIMEftl5iWTWOTK4w,E. 43 n 1 R<W' TNA% 4041.9STO M %r5a4 IlmlzLftt% IOTEO OTTRwt ll-' MODEL, 'WEKIVA ' 11 99111882-WEKIVA B & D - R1 TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #2: BOT CHORD 2x6 SP #2 :62 2x6 SP #1 Dense: WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X4(A4) 8X12 117 V A W2X4M W7X6 THIS OWG PREPARED FROM COMPUTER INPUT (IOADS & DIMENSIONS) SIIBMIIIE_D 13Y TRUSS N.FR. 100 MPH WIND, 21.41 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF-. WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 8X12 W2X4 5 r 1 5T2T3 L15X4 (A4) W2.5X4 = HS812 B2 HS612 = W2.5X4 100 4-0-5 2 11 11 6-0-9 5-10-13 6-0-9 2 11 11 4-0-5 7-0-0 6-0-9 1 5-10-13 1 6-0-9 7-0-0 7-0 0 ) 18-0-0 I 7-0-0 J W5X4(A4) 9 2-0-0 Over 2 Supports R=2460 U=1330 W=4" PLT TYP. Al ine,High Strength,Wave TPI-95 R Design Criteria: TPI(STD WARNING- TRUSSES REQUIRE EITRE:ME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REf EN TO NIB 91 (HANDLING INSTALAIMG AND BRACING), PUBLISHED DY TPI (TRUSS VIATE i NS7ITU71. 563 O'ONOFRIO OR .. SIT IE. 200. MADISON, NI 53719), FOR SAF€T'I PR ACIICES PR If>R TO PERFORMING THESE FUNCTIONS. UNLES5 01'HER"ISE INOIC ATEO. TOP CHORD SHALL HAVE PROPERLY ATTACKT, STRUCTURAL PANELS. HOITON CHORD SNAIL NAYS A PROPERLY ATTACHED RIGID CEILING. fMP0R. TANI - FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPON SI8 LE FOR ANY OEWINIAI ION FROM IH IS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, ITANOI. ING, SNIPPING, INSTALLING ANO ALPINE OR Af;NG Of TRUSSES THiS OLSIGN CONEOR M5 WIT APPLICARLE PROP ISIONS OF NOS (NATIONAL OFSIGN SPECIFICATION PUBt.I SH€O BY THE AMERICAN f6R€ST AND PAGER ASSOCIATION) AND TPI. Ai. PINE CONNECTORS ARE MADE OF 2OGA ASlM A653 GR40 GALY. STEE:1., EICEPT AS NOTED. APPI. '( CONNECTORS to EACH FACE OF TRUSS. AND UNLESS CT HERNiSE IOCA.IE0 ON THIS DESIGN. POSlT [ON CONNECTORS PER DRAWINGRANINGS 160 A 1. THE SE A1. UN TIIIS ORAN ING INDICAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPUNS fBit IIY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUI TABU ITY ANO USE Of THIS p e Engied 33uct COMPONENT fGR ANY PARTICULAR Bu11.OING IS THE RESPONSIBILITY Of THE: BUILDING DESIGNER, PERCity, ANSIfTPI 11995 SECTION 2. 1-0-0 T- 9 14 R=2460 U=1330 W=4" 18.2f3 OTY:1 AK/1/1/-/E TC LL 20.0 PSF TC OL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING SEE ABOVE Scale=.1875"/Ft. REF R352--74264 DATE 05/31/01 D R W HCUSR352 01150145 HC-ENG SSB/WPF SEON 166352 FROM SDY 99111862-WEKIVA B & D - R2 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W3X6(A1) 1 0-0 W5X6 i THIS DWG PREPAREO FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SLIBMIITED BY iRI1SS HFR. 100 MPH WIND, 21.83 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8-50 FT FROM ROOF EDGE. WIND TIC DL = 5.0 PSF, WIND BC Di- = 5.0 PSF. -+ IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FIAT TC @ 24.00" OC, ALL BC @ 24.00" OC. W2X4 III W5X6 W2X4 W2X4 5 r 1 5 19-9-14 W2 5x4 = wF'xa - W2.5X4 W3X6(A1) 1-0 0 4-9-14 4-2-2 1 7-0-0 7-0-0 4-2-2 4-9-14 9-0-0 7-0-0 7-0-0 9-0-0 1 9-0-0 1 14-0-0 I 9-0-0 _1 R=1242 U=690 W=4" PLT TYP. Wave TPI-9 ALPINE Alpine Engineered Products, Inc- IiainEs City, F1, 33944 32-0-0 Over 2 Supports R=1242 U=690 W=4" 5 Design Criteria: TPI SID IAR.N ING" TRUSSFS REOUIRF EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO NIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE iNSTITUI1. 583 D'OHOFRIO DR., SUITE 200, MADISON. NI 537i9). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUN11I05. UNLESS OTHERWISE. INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BUTT OM CHOHD SHALL NAVE A PROPERLY ATI ACNED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SNAIL. NOT 6E RESPONSIBLE FOR ANT OEVIATION fROM TMIS OESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NITI1 TP1: OR FABRICATING. HANDLING, SHEPPINC,. INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WE TN APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUB4.ISHF.O BY THE AMERICAN FOREST AND PAPER A550CIATION) AND TP1. REPINE CONNECTORS ARE MADE OF ZOGA ASTH A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 1450 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJTPI 1-1995 SECTION 2. 19.4a 0TY:1 AK 1 1 R - T C L L 20.0 PSF T C D L 7.0 PSF pB C D L 1 0.0 P SF d ) B C L L O , 0 PSF i R_anleil T O T. L D. 3 7 .0 P S F No 42W4 D U R . F A C . 1.25 SPACING 2 4.0 " Scale=.1875" Ft. R E F R 3 5 2-- 7 4 2 65 DATE 0 5 / 3 1 / 0 1 D R W HCLISR352 01151279 H C - E N G / MM A S E O N - 5 1 2 6 8 FROM S D '1 jai v.. .1..11 a.,. v - — ,,.., Tit IS nw(, PRF PARO FROM COMPUTER INPUT (I. GADS 8 OI ML.NSIONS) SIIBM IT T ED BYTRUSS MFR. } TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 W 5 X 4 : W2.5X4 — W5X4 100 MPH WIND, 22.24 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. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 17 9 14 Ytl J A U = W3X6(A1) 1-0- 0 W3X6(A1) 1-0- 0 5-9- 14 1 5-2-2 1 5-0-0 _1, 5-0-0 5 2-2 _1_ 5-9-14 _I I 11- 0-0 10-0-0 11-0-0 I 11-0- 0 i 10-0-0 I 11-0-0 J 32-0- 0 Over 2 Supports R=1242 U=700 W=4" R=1242 U=700 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 18.2,`3 AK 1 1 R - Scale=.1875" Ft. WARNING" TRUSSES REOUIR( EXTREME CARE IN fABRICATION. HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F RE F R 3 5 2-- 7 4 2 6 6 BRACING. RF. FlIR TU HIB 91 (HAN UI. ING 1NST At LANG ANU BR Ai: ING), PUBLISHED BV IPA[ (TRUSS PLAIT INSTITUTE. 5b: 7 O'UNOFRT I11 ., SUITE ZOO. MAD ISOH. vl 53/19), FUR SAFETY PR CTICE5 FRIOR TO P ER IN THESEFONCEIONS. UNtf SS OTHERWISE INDiC ATEO. TOP fNORD $MALL NAPE PR OPENLY ATTACHED TC D L7. O P S F DATE 0 5/ 3 1/ O 1 STRUCTURAL PANELS, BOTTOM CHORD SHAI L. NAVE A PROPERLY ATTACHED RIGID Cfit ING. IMPORTANT`" fURWISHA COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC D L 10.0 P S F D R W HCUSR352 01151282 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION ERUM THIS DESiCN; ANY FAILURE TO BU ILO THE TRUSSES IN CONFORMANCE WITR TP[: ilR FABRICATING. HANDLING. SHIPPING. INSI ALL ING AND *a3 BC LL 0.0 PSF HC-ENG /MMAALPINE ) BRACING OF TRUSSES. THISDESIGNCONFORMSWITHAPPLICABLEPROVISIONSOfNOS (NATIONAL DESIGN pSPECIF ICATIUN PUBI ISHE0 BYTHEAHENILA„ FOREST ANU PAPCR ASSO(:1ATfON) AND TPI. ALPINE .TOT.LD. 37.0 PSF SEON 166358 CONNf CTORS ARE MADE 11F ZOGA ASTM A653 GRAD GALtl. STF Ei., EYC k:PT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATEO ON THIS DESIGN, POSITION CONNECTORS PERDRAWIN6S 160 A-1. THESEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERING4j,4 D U R . F A C . 1.25 FROM S O Y Alpine EnCA P[ OQ11G1S, IIIC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITAETt ITY AND USE OF INIS—....--- P e E ginger d 33 COMPONENTFOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24. O " ANSI/TPI 1 1995 SECTION 2. 1I111 (IIUG PRFPARFD [ROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS11FR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 W3X6(Al) = 1 -00 100 MPH WIND, 22.66 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. -4 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X4 W4X6 = W2. 5X4 [:::W2 .5X4 5 r 5 19- 9-14 WgYd IH WGYS2 — W,,Yd = W2X4 ill W3X6( A1) 1 - 0 0 6- 9-14 6-2-2— —+6-0-0 E 6-2-2;;; -Eii--6-9-14 — 13- 0-0 —L 6-0-0 I 13-0-0 _I 32- 0-0 Over 2 Supports R= 1242 U=700 4i=4" R= 1242 U=700 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD, 18.2 3 OTY:1 AK 1 1 E - Scale=.1875" Ft. WARNING," TRUSSES REOUIRE EXTREME. CARE IN FABRICATION, HANDLING. SHIPPING. INSTA(LING AND T C L L 2 0.0 P S FR E F R 3 5 2-- 7 4 2 6 7 BRACING. REFER TG N18 51 (HANDLING INSTALLIN6 AND BRAACING). PUBLISHED MY TPI (TRUSS Pt ATE INSTITUTE. 5B3 D"ONOFRIO Oft.. SUITE 200. HADISON, NI $3719), F00. SAFETY P0.ACTIC(S PRIOR TO Pf RFORM[NG THESE FUNCTIONS. UNLESS OTHfRVISE INDICATED. IOV CNGkO SMALL HAYS PROPERLY ATi ACHED T C D L 7 .0 P S FDATE 0 5 / 3 1 / STkUCTURAI PANELS, BOI70H CHORD SNAIL. HAVE APR OPE RI.Y ATTACHED RIGID CEILING. p INVOR TP.NT'• FUNMISH A COPY OF THIS 1) SIGN TO THE INS7 AL I. AlI OM C0 TRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW IIC.USR 3S2 01150144 PROOUC IS, INC. SHAt(. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM 1M IS DESIGN: ANY FAILURE TO o BUILOtiHETRUSSESINCONEORNANCEWITHTPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AHD d B C L L 0. 0 P S F H C- E N G S S B/ W P F ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS XI TH AP P(1C ABLE PROV ESIONS OF NOS (NATIONAL DESIGN SPEC IE IC AII(IX PUBt.ISMEO UY THE AMERICAN EORE ST ANU PAPER ASSOCIAi ION)AND TPI. AL FIRE '. Ranerl CONNECTORS ARE MAOE OF 20GA ASTM A653 GRAD GALV. STE.E(., EICEP7 AS NOTED. APPLY CONNECTORS TO TOT . L D . 3 7 . 0 P S F S E O N - 166361 EACH FACE OF TRUSS. AND UNLESS OT NE RN ISE LUCAT ED ON THIS D€SIGN, POSITION CONNECTORS PER YaTp 42704 i"7 0 A ORAWINGS110AZ. THE SEAL ON THIS 00.AWIN6INDICATES ACCEPTANC€ GF PR OFESSiGNALENGi NEERING 11 11 ` 2 "} D U R . F AC . 1 .25 FROM S D Y Alpine Engineered Products, Inc. RE SPONSIBII. I TY SOLELY FOR THE TRUSS COMPONENT ONE SIGN SHOWN. THE SUITABILITY AND USE of THIS P Haines Lit ,F1, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE 0.ESPONSIBILITY Of THE BU (101NG OE SIGNER, PER SPACING 24.0" y ANSI/TPI 1 1995 SECTION 2. 991118B2 - WEKIVA B & D - R5) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 W3X6(A1) 100 W5X4 = W5X4 11415 DWG PREPARED FROM COMPUTER INPUT (t.OAOS & DIMENSIONS) SUBMITTED BY TRUSS 11FR. 100 MPH WIND, 23.08 FT MEAN HGT, SBC, FNCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DI- = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W3X6(A1) 1-0-0 5-5-3 4-9-6 4-9-6 1 2-0- O 4-9-6 4-9-6 5-5-3 7-9-14 8-2-2 2- _0 8-2-2 1 7-9-14 15-0-0 I I 15-0-0 _I 32-0-0 Over 2 Supports R=1242 U=711 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPILSTD WA.RNING " TRUSSES REQUIRE FYTRL.ME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING Y.NO BRACING. RFf f:R I17 Hie 91 (HANDLING 1N5TAL I. ING AND HRACIMG}, PUBLISHED BY IP1 (TRU:;S PLAIT INSTI T IITE. 563 O'ONOFRIO OR.. SUITE 200, MALL ISCN, NI 53111 FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHEkMISE INDIC.A7EC, TOP CHO0.D SHALL HAVE PRGPf: RIY AT R,LHE STRUCTI' AI PAX EI.S. BOTTOM CNORD SHALI. HAVE A PROPERLY ATTACHED RIGIU CE i4.[NG. IHPORTANT" FURNISH A COPY OF TH1S DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE(REO PROUBCTS, INC SNAI.1. NOT BERESPONSIBLE FOR ANY DEY IATION FROM THIS OFSIGN; ANY FAII URE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INS, ALL ING ANU BRAICNG OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS INATI(iNAt GESiGNALPINESPECEICAT}ON PUBLISHED 8Y IHf AMf 0.1C AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 GR40GXL.Y. STEEL. EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF TRUSS. AN UNLESS UTH ERW [SE LUCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Y. THE S€AL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS, ONAL ENGINEERING RESPOMSIBILETY SOLELY FOR Tiff TRUSS COMPONENT OLSLGN SHOWN THE SUITABILITY AND USE OF THIS AI ine En ineered Products, 1nG. P117Tllitg5ClFL33R411ry. COMPONENT FOR AN'YPAR it COI. AR BUILDING IS THE RESPONSLHII.L,Y OF THE BUILDING DESIGNER, PER ANSI/ TPI 1. 1995 SECTION 2. _ 19- 9-1A R= 1242 U=711 W=4" 18. 2f3 AK 1 1 R - Scale=.1875" Ft. M y 01 en Ap.42704 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 REF R352--74268 DATE 05/31/01 DRW HCUSR35? 01151283 HC- ENG /MMA SEON - 166364 DUR. FAC. 1.25 FROM SDY SPACING 24.0" co rAinnT n nenc a I)IMCEUCTf1NG1 CIlam I ITIII RY TRUSS N1-R. T yyIIiOIJL - Wt IC IYA () & IJ - K0 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. W5X4 100 MPH WIND, 23.28 FT MEAN HGT, SBC, ENCLOSED BL.DG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL- LOAD. W5X4 W5X4 5 r 5 A) ( A) 19- 9-14 W2X4 III W5X8 = W2X4 III W3X6( A1) W3X6(A1) too 1.0 16- 0-0 I 16-0-0 ,I 32- 0-0 Over 2 Supports R= 1242 U=700 W=4" PLT TYP. Wave TPI- 95 R Design Criteria: TPI STI) WAR NENG`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDI. ING. SHIPPING, INST.AI.LING AND 8RACING. REFER TO BIB 91 (HANDLING INSTALLING AND BRACING). PUBIISHfO BY TPI (TRUSS Pl+T€ INSTITUTE. 563 D'ONOFRIO DR .. SUIT200. MADISON, WI 53719). FOR SAT ETr PRACTICESPRIOR TO PERFORMING THESE FUNCTIONS. UNLESS C MERWI SE INDICATED. TOP CHORD IIA" I. HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERIY ATTACHED RIGID CEILING. IMI)OR TA NI " FURNISH ACC PI OF IHIS CI S[GN 70 THE [MST AL L A7 ION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIOlf. FOR ANY DEVIATION FROM THIS OE SIGN; ANY FA(LURE 10 all THE TRUSSES IN C NEDR MANC,L Willi TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AWE. ALPINE BRACENG OF TRUSSES. THIS DESIGN CUNf OHMS WIlH APPLICABLE PROVISIONS OF NOS (N AT TONAL DESIGNSPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE. CONNECTORS ARE MADE OF 20GA ASTH A653 GRAD GALY. STLEL. EXCf P1 AS NOTED. APPLY CONNECTORS TO EACH FACE Of 7RUSS, AND UNt. E SS UTHERNLSE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAW NOS 160 A-2. THE SEAL. ON THIS DRAWING INDICATES ACCE PT AHCE OF PROFESSIONALENGINE ER IN& Alpine En ineefed Products, InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THfS P Ha lee Cit ,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS[BILITY OF THE BUILDING DESIGNER, PER City,FL 11995SECTION2, R=1242 U= 700 W=4" 18.2f3 4 1 Ranieri No. 42704 AK/ 1/1/-/-/ R/ TC LL 20. 0 PSF TC DL 7. 0 PSF BC DL 10. 0 PSF BC LL 0. 0 PSF TOT.LD. 37. 0 PSF DUR.FAC. 1. 25 SPACING 24.0" Scale=.1875"/Ft. REF R352--74269 DATE 05/31/ 01 DR W HCUSR352 01150147 HC-ENG STL/ MMA SEON - 166368 FROM SDY 99111882 - WEKIVA B & D - R8. rOP CHORD 2x4 SP #2 J 4 2x4 SP #1 Dense: 30T CHORD 2x4 SP #2 WEBS 2x4 SP #3 W W5X4 5X4 W3X6(A1) THIS DWG PREPARFU FROM COMP11ILR INPUT (I DADS & DIMENSIONS) SUSMII]ED BY TRUSS ¢1FR. 100 MPH WIND, 23.08 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. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 1 0-0 5-5-3 4-9-6 4-9-6 2-0-0 4-9-6 4-9-6 _ 5-3-3 7-9-14 1 8-2-2 2 0 8-2-2 T 7-7-14 f 15-0-0 I f 14-10-0 _1 31-10-0 Over 2 Supports R=1239 U=711 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD WARN ING" TRUSSES REQUIRE EXTREME CARE IN fA8RICATION, HANDLING, SHIPPING, INSI'AII.INu AND BRACIG. REFER 10 HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE INSTITUTk. 583 O'ONOFRIO OR., SUITE 200, MAD[SOM. MI 53719). f0R SAFETY PRACTICES PRT1OR 1O PE GAMING THESE: ff1NC1(ONS. UNLESS 01HE.RN[SE IND[Chif:O, TOP CHORD SHALL MAYE PROPERLY ATIACHED STRUCTUA AL PANELS. B0 ON CNORD SHAL 1. IfAYE A PROPERLY AITACHEO RIGID CEILING. IMPORTANT " FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEE:REO PRODUCTS, INC. SHALI. NOT 8E RESPONSIBLE FOk ANY of Y IAT{ON FROM THIS OFSIGN; ANY 1'A{LUkE TQ BUILD THE TRUSSES IN CONFORMANCE WITH TPI: 00. fABRECATING, HANOE.kNG. SNIPPING, INSTAL I.[MG AND ALPINE BRACING OF TRUSSES. THIS OESIGN CONFORHS NIIN APPLICABLE PROP ISIONS Of NOS (NAIIONAL DESIGN SPECIFTC ATiON PUBLISHEU BY THE ANERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTH A6S3 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNI. ESS OTNENNISE t0CATE0 ON THIS OE SIGN. PUSIIICIN CONNECTORS PER DRAWINGS 160 A7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COHPON ENT OE SI GN SHOWN. 111E SUITABILITY ANO USE Of THlS P F18IIleS C1 Fl, 33844 COMPONENT FOR ANY PApT[CU(.A0. BUILDING IS THE RESP0NS 181AITY OF 1HE BUILDING DESIGNER, PERh+ ANSI7TP1 11995 SECTION 2. R=1175 U=657 18.20 I, Ranieri No. 42704 0-4-14 T AK 1 1 TC LL TC DL BC DL BC LL TOT.LD DUR.FAC. SPACING 19-9-14 R/ 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 24.0" Scale=.1875" Ft. REF R352--74270 DATE 05/31/01 DRW IICIISR352 01151284 HC-ENG /MMA SEON - 166374 FROM SDY 991118B2 - WEKIVA B & 0 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 W3X6(A1) = 1 0-0 a- R9) NI S DWG PREPARED [-ROM COMPEIIIR INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS M€R. 100 MPH WIND, 22.66 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. W5X4 = W4X6 W2.5X4 W2.5X4 5 5 r 0-4-14 T + 19-9-14 w2YA III wl;YR= W5X4= W2X4III W3X6(81) 6-9-14 6-2-2 6-0-0 6 2 3-3- 9-11-4 6-9-14 6-2-2 6-0-0 1 6 2-2 7-8-15 6-0-0 _— -- 10-0 J 1-10-0 Over 2 Supports R=1239 U=700 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD_ WARNING'- TRUSSES REQUIRE EXTREME CARE: IN FABRICATION, HANDI ING. SHIPPING, INSTALLING AND BRACING. REFtR TO H18 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY 1P1 (TRUSS PLATE INSTITUTE, S83 D'OkOfRIO OR .. SUITE 200. MAD ISON. WE 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE "NCITOMS. UNLESS 01'HERW ISE INO ICATEO, '.OP CHORD SHALL HAVE PROPFRIY ATT ACHf0 STHLLC CAL VAHf LS, 80TSUri CP.OHD SHALL HAtlE A PROVERI.Y ATTACHED RIGID C.ETI. ING. IMPORTANT'' FURN1 SM A COPY OF THIS DESIGN TO THE INSTALI.ATiON CUNTRACTGR. ALPINE tNGiNt t:RED YRfiDUCIS, INC. SHAI.I. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM CON' HIS OE SIGN; hXY IAtt. URf IU BU TLC THE TRHSSts IN CONF00.NANCE PITH IP1: OR FABRICATING, HANDLING. SHIPPING, INSTAFLING AND ALPINE BRACING Of 7ROSSES. iMIS DESIGN CUNFORNS WITH APPi IC k6lf PROV ISIOXS OF NOS (NAIION AI OE SIGN SPECIE Il: AT10N PUBLISHED BY THE AMERICAN FORL ST AND PAPER ASSOCIATION) AN0 TPI. AL PINL CONNECTORS AR€. MADE OF 20GA ASTH A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AN13 UNLESS OTHERWISE LOCATEII ON THIS Of:SE. POSITION CONNECTORS PER DRAWINGS 160 A-/. IHE SE AI. ON 7HIS DRAWING 1N0ICA7 E:S AICE PTAWCE OF PROFESSIONAL ENGINE ERiNG Alpine ]Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE IRUSS CONPGNE NT ONSIGN SHOWN. THE SOITA8ILITY ANO USt OF THIS P e]inegied 33uct CONPON€NT FOR ANY PARTICULAR BUILDING IS SHE RESPONSIBELIT"Y Of THE BUILDING DESIGNE0., PERCity, AN SI lTVI 1 1995 SECTION 2, R=1175 U=643 18.2f3 May 31 'Oi j; Nam M. Ranieri No. 42704 AK/1/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LO 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.1875"/Ft. REF R352--74271 DATE 05/31/01 DR W IICUSR352 01151285 HC-ENG /MMA SEON - 166377 FROM SDY 991118B2 - WEKIVA B & D - RIO) 1111S DWG PREPARED FROM COMPUTER 1NPIIT (I GADS & 11`E!VTgS1(jNS) SUDH1 ifff) by IREISS iif R. TOP CHORD 2x4 SP #2 100 MPH WIND, 2.2.24 FT MEAT! HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF. ` WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W3X6(A1) W5X4 W2'5X4 = W5X4 W2X4 WOAO = V1N)dQEM WJAUIDI) 1-0 0 I_ 11-0-0 I 10-0-0 I 10-10-0 , fF 31-10-0 Over 2 Supports R=1239 U=700 W=4" R=1175 U=620 0-4-14 T 19-9-14 PLT TYP. Wave TPI-95 R Design Criteria: TP1 STD' 18.2f3 AK 1 1 R - Scale=.1875" Ft. WAR NING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHE PPIHG. IxSTALLICG AND T C L L 20.00 PSF R E F R 3 5 2-- 7 4 2 7 28RACiNG. REFER TO NIB 91 (HANULING INSTALLING ANU BRACING). PUBLISHED BY IVI (TR uSS PLATE INSTITUI1. 563 O'ONOFRi0 DR., SUE TE 2G0. N.AD ISUW, MI 53119), FOH SAFL I PRACTICES PR iOR TO r PERPORM ING THESE FUNCTIONS. UNLESS OTHERWISE INOICATEO, TOP CHORD SHALL NAVE PROPERLY ATTACHED I C D L 7 .0 P S F DATE 0 5/ 3 1/ O 1 STRUCTURAL PANIIS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 C1f11ING. IMPORTAN1 FURNISH A COPY Of THIS DESIGN TU THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC D L 1 0.0 PSF D RW 1101SR352 01150149 PNODUCIS. IxC. SHALE NOT BE RESPONSIBLE fOR ANY 0(VIAl10N FR OH IHfS OE.SIGN; aNY fAILU?E TO 7 / // BUILD THE. TRUSSES (N CONFORMANCE WITH TPI: OR FA6RICATING, HANDLING, SHIPPING, I NSTALL H; A.ND B C L L. V . V P S F H C - EN G S T L / MMAALPINE - BRACING OE TRUSSES THIS DESIux CONEORMS WITH APPLICABLE PROVISIONS OP NOS (NATIONAL DESIGN SPECIE IC. AIION PUBLISHED BY THE AMERICAN FOREST AN1, PAPER ASSOCIATION) AND TIT. ALPINE TE{. C ONN LCTORS ART "AD OF 2UGA AST1) A,11 GR40 GAL1, ST LEL, EYCEPI AS Nl1)110 APPLY CONN€CTOR$ TO am Rome' TOT.l..O 37.0 PSF SEON - 166380 EACHIACROFTRUSS. AN 0 UNLESS OTHERWISE LOCATED ON THIS 0€SIGN. POSIT ToN CGNNECTORS PEP. - — --- DRAWINGS 16F A i. THE SEAL (IN TEE IS ORAWING INOTCATES ACCEPTANCE Of PROFESSIONAL ENGINf.ERING No. 42704 DUR . FAC . 1.25 FROM SDY Alpine Engineered Products, Inc. RESPONSIBLL L TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. k SULTA8ILIIV AND USE OF THIS—.------ Ii81112SC1', Fl.. 33844 COMPONENT FOR ANY PARTICULAR BUILDING iS THE. NLSPONS181Li1Y Of THE BUILDING DESIGNER, PER SPACING 24.D" J ANSI! P1 I-1995 SECTION 2. 99111882 - WEKIVA B & 0 - R11) TEAS DWG PREPARGO FROM COMPUTLH INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS 141R. FOP CHORD 2x4 SP #2 30T CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X6 = 100 MPH WIND, 21.83 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. W2X4 III W5X4 - W3X4 = W5X4 JAI = .. .. .. .. ., .i .. — W3X6 (A1) t-o-o 9-0-0 I 22-10-0 J 31-10-0 Over 2 Supports R=1248 U=680 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD WARNING" TRUSSES REQUIRE EXTREME: CARE IN FABRICATION, HANOt.ING. SHIPPING, INSTALLING AND BRACING. REFER TO NIU 91 (HANDi. INI INSTALLING ANU BRAC"" PULL ISHELI HY TP1 (TRUSS PLATE INSTITUTE. 583 Ii'ONGFRIO OR., SUITE "0. MAUI SON, NI 537 L9), f0k SAFE IY PRACTICES PR 10R TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 1NOICA110, TOP CHORD SHALL HAVE PROPERLY ATTACHED TRUCTURAL PANE 1.5. 80110M CHORD SHALL MAVE A PROPERLY ATTACHED RIGID Cf It ING. IHPOR TANI" FURNISM A COPY Uf THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SH AL (. NOT dE It G'N5[BCt FOR ANY I' I (ON FRGn TXIS DES[GN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WI TM IP[: OR FABRICATING, HANDIING, SN IPP iNG, INSTAL I. IN AND ALPINE BRACT OF TRUSSES. THIS DESIGN CGNfORHS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OE SIGN SPECIFICATION PURL ISHED BY THE AMERKAN FOREST AND PAPER ASSOCI.ATION) AND TP1. ALPINE CONNECTORS ARE MAOL Of 20GA ASTM A653 GR40 GALV. STEE. I.. EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE UP TRUSS. AN UNLESS 0 FERN SE LOCATED ON TH15 DESIGN, PITS ITION CONNECTORS PER DRAWINGS 160 A 2. THE SEAL. ON TN IS ORAWING INUIC ATESACCEPT ANCtOF PR OffSSTONAL ENGI Nf ERING Alpine En rnee[ed Products, Inc. RESPONSIBILITY 0SOLELYElYFOR THE TRUSS COMPOME NT OE StGNSHOWN. THE SUITA8IL[TV ANO USE Gf THIS P I-tainegs City, FL 33uct COMPONENT FOR ANY PARTICULAR BUILDING IS IHE R F.SPONSI B II IT Y OF THE BUII 01 DE5 EGNE R. PER ANSI/ TPI I-1995 SECTION 2. R= 1165 U=630 18. 2f3 M. Ranieri No. 42704 AK/ 1/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0' Scale=. 1875"/Ft. REF R352--74273 DATE 05/31/01 D R W HCUSR352 01150153 HC- ENG STL/MMA SEON - 166383 FROM SDY TFITS UG PRFPARLD FROM COMPUIFR INPUT (1.0AL'S & 1IFMINSI0NS) S9BM11TLai BY IF,USS ..'?. TOP CHORD 2x6 SP #2 :T1 2x4 SP #2: BOT CHORD 2x6 SP #2 :B2 2x6 SP #1 Dense: WEBS 2x4 SP #3 :W9 2x4 SP #2: A) Ix4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X4(A4) W2X4 100 MPH WIND, 21.41 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL_ NOT EXPOSED TO WIND. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 8X12 W2X4III W7X6= W3X8= W5X8 PPPEPP7Pg 11SZ02MOMPAPP01 Iijm--F.4 4 mm Mlm W5X4(A4) W2.5X4 100 I_ 7-0-0 R=2436 U=1300 W=4" HS812 IT If HS612 24-10- 31-10-0 Over 2 Supports W4X10 = W3X4 In R=2543 U=1350 T 3-3-1 19-9-14 PLT TYP. Al ine,High Strength,Wave TPI-95 R Design Criteria: TPI STDL __ 16.2f3 AK 1 1 R - Scale=.1875" Ft. I MANNING" TRUSSES RE:DU IRE EITREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P SF R E F R 3 52-- 7 4 2 7 4 BRACiN6. REFER 10 BIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TI'1 (TRUSS PLATE N<SIIJUTE. 563 D'ONOFR IO OR .. SUI If 200. MAGISUN, WI 53719). FIR SAFETY PRACTICES Pw ION 10 PERFORMING TNFSE FUNC kONS. ONLESS 0 HERWISf Ix0[CATfO, TOP CHOkO SHALL HAVE PROPER;.Y A,TAC.H'D T C D L 7.0 P S F D A T E 0 5/ 3 1/ STRUCTURAL. 'rANEI S. 80T(ON CHORD SHALL NAVE A PROPERLY ATTACHEO RIGTO CEILING. 1MVORTA' `A FURNISH A CDP'f OF THIS DESIGN TO THE iNSTALLATiON CONTRACTOR. ALPINf ENGINEERED BC DL 10.0 PSF DRW HOISR352 01150I:2 PRODUCTS, INC. SHAI.I. NOT BE RESPON STB LE FOR ANY DEVIATION FROM IHIS DESIGN, ANY fAIEuRE. TO -- - BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING,. SHIPPING. INSTALLING AND k&-. BC LL 0.0 PSFHC-END STL/WPF ALPINE 80.AC[XGOF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL CESIGNSPECIFICATIONPU8LISM.EO BY THE. AMERICAIT FOREST AR0 PAPER ASSOCIATION) ANET TPI. ALPINE plyCONNECTORSAREMADEOF206AASTNA653GR4OGALV. STEEL, fXCEPT AS NOTED. APPLY CONNECTOks 10 dtu TY TOT. LD. 37.0 PSF SEON 166387 CACH FATE OF TRUSS. AND UMLf SS GTHERWISE LOC ATEO ON THIS DESIGN, POSITION CONXECTORS PER 7yT „ .4 l'7 (1 ,/ DRAWINGS 1E 0 A 7. THE SEAL 0 THIS DRAWING INOICA7fS ACCEPTANCE OF PROFESSIONAL ENGINEER!"; l ii v• `i L I U`t Dl1R . F A C . 1.25 F R OM S OY AI i= En =red Produces, ITIC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUtTABII ITY AND USE Of ]HIS -- P HaiTLACity,R. 33&14 COMPON€NT FOR ANY PARTICULAR BUILDING IS IRE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING SEE ABOVE ANSI(TPI 1 1995 SECTION 2. 991118B2 - WEKIVA B & D - R28 2-PLY) 114IS DWG PREPARED FROM COMPLIIER INPUT (LOADS & DIMENSIONS) SGBMIITED BY IRIISS g1FR. TOP CHORD 2x4 SP #1 Dense 30T CHORD 2x6 SP SS WEBS 2x4 SP #3 :W3, W6 2x4 SP #2: SPECIAL LOADS LUMBER OUR.FAC.=1.33 / PLATE DUR.FAC.=1.00) TC From 184 PLF at 0.00 to 184 PLF at 7.00 TC From 740 PLF at 7.00 to 740 PLF at 11.29 TC From 785 PLF at 11.29 to 785 PLF at 20.33 BC From 413 PLF at 0.00 to 413 PLF at 11.29 BC From 10 PLF at 11.29 to 10 PLF at 20.33 TC 2543 LB Conc. Load at 7.00 THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER & FABRICATOR ARE NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 2-9-0 2 Complete Trusses Required--- NAILING SCHEDULE: (IOd_box_nalls) TOP CHORD: 1 ROW @ 4" o.c. BOT CHORD: 1 R-OW @ 6" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. MAX JT VERT DEFL: LL: 0.35" DL: 0.21" RECOMMENDED CAMBER 3/8" A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. W2X4 III W8X8 = W8X10 = W3X8 (R) III WI;XR = W3X6 = W5X5 (R) III W6X12= W8X8= W2X4III HS812 = WUAb 20-4-0 Over 2 Supports —I R=9442 W=8" R=9405 W=3" PLT TYP. High Strength,Wave TPI-95\R Design Criteria: TPI(STD 18.2f3 AK/1/1/-/-/R/- WARNING^ TRUSSES REOOIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND TC L L 40.0 P S F BRACING. REFER TO NIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP1 (TRUS: PLATt IN$71 TUT(:. 583 D'ONOFRIG DR., SUITE 200, MADISON, W1 537t9i, FOR $AFf Tr PR Ai;TICES PRIOR TU TIC D L 1 0.0 P S FPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE 1NDICAI'EO. TOP CHORD SHALI. HAYS PROPERLI :,TIACHCO SIRUCTURAI. PANELS. 6011ON CHORD SHALL HAVE A PROPERLY ITI AC. HED RIG 10 CEILING. IMPORTANT*' FURNISH A COPY Of TN IS DESIGN TO THE INSIALLA110N CONTRACTOR. ALPINE ENGINEERED BC D L 5.0 P S F PR 10UCTS, INC. SHALL NUT BE RE SPONS IRLE FOR ANY DEVIATION FROM THIS DESIGN; ANY fAI'ORE TC: BUBO THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HAM0l.1NG, SNEPViHG. IMSTALC[WG AXG 1 BC L L 0.0 P S F 7ALPINE BRACING Gf TRUSSES THIS DESIGN CONFORMS WITH APPIICAOIl PROVISIONS GE NOS (NAi IOMAL Of SIGN SPECIE ICA)I ON PUBLISHED 8Y THE AMEBICAN FOR Si AN0 PAPER .4SSOCT ATION) ANO IPI. ALD [ME CONNECTORS ARE MADE Of 20GA ASIM A.653 Gft40 GAIN . STEEL, EXCEPT AS NOIEG. APPLY CONNECTORS 13 e T 0 T . L D . 55.0 P S F EACH FACE Of TRUS-. AHO UNLESS OTHERWISE LOCATED ON TriIS DESIGN, POSITION CONNECTORS PER h.TO. j'70, D U R . F A C . 1.00DRAWING$ l60 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROIE$SIGNAL ENGINEERING 11 i1 Alpine En ineered Products, Inc. RESPORSTB a I1Y SGI FI'Y fOR THE TROSS COMPONENT DESIGN SHOWN INC SUITABILITY AND USE OF THIS ---- P g COMPONENT FUR ANY PARTICULAR BUILDING IS THE RESPOkSIB ILITV 0f THE 8OIL 01NGDESIGNER, PER S PACING S E E ABOVE FIalnesC1iY, F1. 33844 ANSI/ TPI 1 1191 SEC7IUN 2. 2- 9-0 9- 4-0 Scale=. 375"/Ft. REF R352--74275 DATE 05/31/01 D RW HCUSR352 01150157 HC- ENG STL/WMR SEON - 160516 FROM M 991118B2 - WEKIVA B & D - R13) I III Is 041fi F'KI PtnIf IKUM (,()MI'U I t K INYLII (E. LIADJ 6 1)LrtC TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W2X4 III 5 F- 2-9-13 9-4-0 W2X4 III W2X4(A1) 5-11-8 Over 2 Supports R=298 U=180 W=8" R=201 U=180 100 MPH WIND, 15.00 FT 14EAN HGT, SRC, ENCLOSED BLOG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI(STD)_ 18.20 AK 1 1 R - Scale WARNING" TRUSSES REOUIRE EXTREME CARE. IN FABRICATION, HANOIING, SHIPPING. INSTALLING AND T C L L 20.0 P SF R E F R 3 5 2-- 7 4 2 7 6 BR AI ING. REE ER 7O HIE1 If (NANOLING ENSTALLING AND HRACINGJ. PUBLISHED By tPl (TRUSS Pt ATE t - INSTITUIE. 83 G ONOFRIO OR . SUITE 200, MADISON. WE $3719), FOR SAf LTY PRACTICES PRIOR TG PERFORMING SHFSF EUNf.TIONS. UNLESS OTHERWISE [NDTCATEO, tOP CHORD SHALL GAVE PR0GE0.L'f AT7etHEO T C D L 7. 0 P S f DATE 0 5/ 3 1/ STRUCTURAL PANELS. BOTTOM CHGRO SHALL HAVE A PROPERLY ATI AC.HED REGIO Cf ILING, IMROHTANI ' fURNISH A COPi OF THIS OfSIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI.EEREO BC DL 10.0 PSF DRW EICUSR:352 01150154 FAOOUCT S. INI 5H0.L i. NOT dE RESPONSidtf. FOR A.NY DEYIaT10N "FROM THIS OES{GN; ANY fA(tURE IO BUILD IHf. TRU SES IN COMFORMANCE WI1M TPI: OR FABAICAI(NG. HANDLING. SHIPPING, INSTALLING ANO () B C L L 0.0 P S F HC - ENO S T L / W P F ALPINE BRACING OF TRU-SES THIS DESIGN C.UN(ORNS WITH APPL t!AIf PROP 1510NS Of NOS (NATIONAL OESIGN _ PECiF IC. ATION P60 ISHEC B'( THE AMER ICAN FOHES7 AND GAPER ASSOCIATION) AND TP1. AI. PINE46 1111iX11 ern TOT.LD. 37.0 PSF SEON - 174991 CONNECTORS ARE MA Of. OF 20GA ASTN A653 GR40 6ALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS, AND UNLESS 0THER WISL LOCATEDON THIS OESE GN. FOSIf 1ON CONNECTORS PER ( ^ ( CRAWINGS 160 A 7. THE SEAL ON THIS ORAWENG INOICATES ACCfPTApCE Of PROfESSSONAl. ENGINEERING , y /Ll`? FDU F A C.1 .25 RE SPUNSI8il I7Y 50lfLY E00. THE TRUSS CUNpOME NT OE Si. CiN St10WN. THE Sof 81L.(IY ANOUSEOF THIS AI ineEnineeredProducts, Inc.P HainegsCity, Fl. 33844 AMpI TPI'Ir 1I9iN SEP.TION!1LAR BU lLO(NG lS THE RESP GN`Id IL 1TY Of 1H° BUILDING DESIGNER, PfR ING 24. 0 N 991118B2-WEKIVA B & D - R14 ) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W2X4 III 5 2-9-13 4 9-4-0 W2X4AIII W2X4(A1) 5-9-12 0-1 12 5 11 8 Over 2 Supports R=232 U=180 W=8" R=209 U=180 T1115 DWG PREPARED FROM COMPUTER INPEII (I OARS A 01MI HSI:ONS) SUHMITTEIT BY 1RUSS 1T R. 100 MPH WIND, 15.00 FT MEAN HGT, SBC ENCLOSED BLDG, NOT LOCATED WITHIN $ ;50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. ` RIGHT END VERTICAL NOT EXPOSED TO WIND. PLT TYP. Wave TPI-95 R Design Criteria: TPI(STD WARNING"` TRUSSES REOUERE EITREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING A;:O 8R A(:{NG. REFER T(I HT8 91 (NANDt.CN6 INSTALLING AND BRACING). PUBLISHED HY IPI (TRUSS PIRATE INSTITUTE. SUN DOONOFRID D(H SUITE 2OC. kA01S0N, NI 53715). FOR ';AFETY PRACTICES PR iOR ,O PERFORMING THESE: 'UNCTIONS. UNLE55 0THERYISE lNO IC ATED. TOP CHORD SHALL HAVE PROPE 0.LVAT7AC HE:O SIRUCIURhIPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R1610 CEILING. IMPORTANT*` FURWISH A COPY OF 11"$ DESIGN TO THE INSTALLATION CONTRACTOR. AL PCNC ENGINEERED PROOUCTS, [NC. SMALL NUI BE RESPONSIBLE fOR ANY OEY TAT ICM FROM THIS DESIGN; AN'YfAII. URE TO BUILDTiffTRUSSESINCONFORMANCEWITHTP1: OR fABRICRTIMC,, NANOL IMG. SNIPPING, INS IAI LING ANG ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP PIICABLEPROVISIONS OF NOS (HATIONAI DESIGN S PfCIFIC ATIONPUBLISHED BY THE AME RICANFOREST AND GAPER ASSOCIATION) AND TPI. AL FINE CONNECTORS ARE MADE Of 20GA ASTM A6S3 GR.60 GALY. STEEL, EXCEPT AS NO, 0. APPLV CONNECTORS IU EACH FACF OF TRUSS. AND UNLESS OTHtRWISE LOCATED ON THIS DESIGN, POSIT1CN CONNECTGRS PE:R DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROF€SSiONAL ENGINEf RIMG AI In¢ Eft [leered Products, Inc. RESPONSIBII ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU17Ad tt ITV AND USE of THIS P e ! gi a FI, duct COMPONENT FOR ANY PARTICULAR BUILDING IS THE R ESPONSI BILIT'Y OF THE BUILDING OE SSGNER, PfN Ty, ANSI/TPI 1 1995 SECTION 2. 18. 2f3 OTY:4 AK 1 1 TC LL TC DL E 20. 0 7. 0 PSF PSF Scale =. 375" Ft. REF R352--74277 DATE 05/31/01 BC DL 10.0 PSF DRW HCUSR352 01150146 1 BC LL 0.0 PSF HC-ENG SSB/WPF arr' ieriTOT.LD 37.0 PSF SEON 166396 q. 2?Qt} DUR.FAC. 1.25 FROM SD SPACING 24.0" TNIti 0146 PRFPARIP FROM COMPUTER fNPUT (!DADS S OfHi NS1ONS) SUBMITTED By lRtiSS t;F?t. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGI`, SBC, ENCLOSED BLDG, LOCATED ANY,4HERE I'N , BOT CHORD 2x6 SP #2 ROOF, WIND T-C DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X4 - 2 X 4 III 0-5-8 T 9-4-0 W2X4(A1) W 2 X 4 III fL a aJ 7-0-0 0 9-125-12 7-0-0 'I/ 1 3 a 8-3-8 Over 2 Supports — R=455 U=230 W=8" R=654 U=320 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 18.2f3 QTY:1 AK 1 1 R - Scale =.375" Ft. WARNING** TRUSSES REOII IRE EXTREME CARE IN FABRICATION. HANOLING, SHIPPING. INSIALLING AHO TIC L L 2 0.0 P SF R E F R 3 5 2-- 7 4 2 7 8 BRACING. REFER TO H1891 (HANDLING INSTALLING AND BRACING), PUBLISHED HY IPI (TRUSS PI.A%E — INSTITUTE. `,83 D'ON0FR1O DR. SUITE 200, MADI SON- NI 53114). FOR SAFETY FRACTICkS PRIOR q, PERf ORHI NG IHISE FUNCTIONS. UNLESS OT HERWS$E: INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T CDL 7. O P S FDATE 0 5/ 3 1/ O 1 SI RUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. MPOR TAN!— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACIOR. ALPINE ENGINE ER`O B C D L 1 0 . 0 P S F R W UCt15R352 0115128U PRODUCTS, INC. SHALT. NOI 8f RESPONSIBLE FOR ANY OIIIATION FROM THIS DESIGN; ANY FAILURE TO 8O 1L0 THE TRUSSES [M CONFORMANCE NI1H TPI; OR f'ABR ICAT INC. HANOI.ING. SHEPP ING, In Al..L ING AND*14o. B C L L 0 , 0 P S F H C - E N G / MMA ALPINE BRACING OF T0.US$ESIII DESIGN CONFOR NS WIIN APPL ICABIE Pft011S1UN$ OF NPT US (NPTIONAL DESIGN CONNf C TOR SION AREPUBLISHED By tOGATHEASTMM AG53AGR4ORESTGALL. Sl PAPEREXCLPII AS NOTED APPLY I APPLYAt PCONNECTORS 10-- T O T .I_ D. 3 7. 0 P S F S E O N - 1 6 6 4 0 0 EACH FACEOV IRUSS. AND UNLESS OEH6i RWI SE LOCAik0 ON THE DE:S IGN. POSITIIiN CONNECTORS PER qDRANENGS 160A7THE SEAL ONTHISCRANINGINDICAIESACCEPIANCEOfPROFESSIONALENGINtERING `t 27 04 D U R . F AC . 1 . 25 FROM S D Y Alpine Engineered Products, Inc. RE SPON$IB ILI TY SOLELY fOR THE TRUSS COMPONE NI DL SIGN SHGWN. THE $LIT AB IL IT ANO USE OF INIS -- — ---- --.—. tlEnes Cite d duct COMPOREFIT FOR ANY PARTECDTP.R BUILDING 1$ THE RESPONSIBILITY OF TINE BUILDING DESIGNER, PER SPACING S E E ABOVE AHSI/TPI 11995 SECT ION 2. 99111882 - WEKIVA B & D - R16) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSTONS) SUBMITTED BY TRUSS Off . TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 W2X4 III W2X4(A1) = W3X6 1L ° 8-3-8 Over 2 Supports --- R=381 U=180 W=8" 1,00 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED SLOG, LOCATED ANYWHERE. IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L1240.00 TOTAL LOAD. W3X4 III T 1-4-0 9-4-0 R=274 U=180 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI(STD) 18.2f3 AK 1 1 R Scale =.375" Ft. WARNING— TRUSSES REDUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 PSF REF R352- -74279 BRAC.)NG. HEILR TO HIB-9) (HANDLING INSIALLING AND BRA(: ING). PUH I. I SH(0 BY IPI ITRU': PLATE: i NST ITUTE. 563 D'ONOFRIO DR .. SUITE 200, MAD(SON, MI 53719), FOR SAFETY PRAC LICE PR O" TO PERFGRMING THESE FUNF7tONS. UNLESS of INoICA.TEO. IOP CHORD SHALL HAVE PROPERLY ATTA:HED T C D L 7 .0 P S F DATE 0 5 / 3 1 / STRUCTURAL. PANEL'>. dOTTGN CHORCI SHALL NAVE A PROPERLY ATTACHED RiG1O CE It.1NG. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATiGN CONTRACTOR. ALPINE: ENGINEERED BC DL 10.0 PSF DRW IICIISR352 OIISDT50 PRODUCTS. [NC. SHALL NO 8( RESPONS1., f0 ANY DEVIATION FRO" THIS DESIGN; ANY f1ILU0.E TU ETU ILD THE iRUSSSE IN CONE ORMANCE NIT" IPI; OR FABRICATING. HANOLING, SHOPPING. (NST AI I. ING ANo B C L L 0 . 0 P S F H C - E NG S T L / W P F ALPINE BRACING tiF TRUSSES THIS Of SIGN CONE ORMS NI TH APPLICABLE PR ISIONS <iF NDS (NATIONAL DES! _ SPFCiFiCATIGN PUBL.iS15ED BY THE 0.MER ICAN FOREST AND PAPER ASSOCiAT1ON) AND TPI. AI.DINE CONNECTORS ARE MADE Of 2OGA ASIM A653 GR40 GAL.V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 1e TOT. L D. 3 7. 0 P SF S E 0 N - 160562 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESi GN, POSITION CONNECTORS PER '1,7 427047oADRAWINGS160A-1. INE SEAL UN THIS DRAWING !NGI CATES ACCEPTANCE Of PROFESSIONAL ENGINEERING 1 1 `'f / `i KPAcR . F A C . 1.25 FROM M 11 ine En Cneercxl PtnElllCIS, inc. RESPON51BILITY SOLELY FDR THE TRUSS CUHP ONENI OESIGN SHOWN THE SUITABILITY AWE,, USE OF THIS P Fiaine City, EL 33844 COMPONENT FOR ANY PARTICULAR dU11O[NG IS THE RESPONSIBILITYLL (TV OF THE BUILDING DESIGNER, PER 2 4 .0 " IY+ ANSI/TPI 1 1995 SECTION 2. 001 T IRR9 - UCV T%IA A r. n - 017Y IRIS OWG PREPARED f ROM COMP111ER INP(IT (i_(TAOS & i11MINSIONS) S11101ITT1I7 BY (PASS NF^. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 W2X4 III W2X4(AI) 8-0-0 Over 2 Supports- R=371 0=180 W=8" R=278 U=190 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NO? , LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND IC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD'_ 18.2f3 AK 1 1 R - Scale =.375" Ft. WARNING*' TRUSSES REQUIRE EYTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTAEL[hG AND T C L L 20.0 PSF R E F R 3 5 2-- 7 4 2 8 0 HNki:[NG. REFER TO HIT 91 (MANGLING INSTALLING ART)UNAClNG). PUBLISHED BY TPI (TRUSS PLATE - THSTITOTE. 563 U'ONOFRIO DR., SMITE: 200. MAGI S(IN. NI 531i9), FOR SAFETY PRACTICES PRIOR TO PERf OR MING THESE fDNG 11UNS. UNLESS DTH€RN111 INDIG ATEO, IUP f, HORD SHALL MAIE PROP fR I.Y AT 1ACF:ED T C D L 7 . O PSF DATE 0 5 / 3 1 / STQUCTURAL PANELS. BGTTOH CHORD SHALL HAVE A INUPERLY ATTACHE() RIGID CEILING. p MPORTA,NT" FUNNISM A COPT OF THIS DESIGN i'0 THE INSTALLATION CONTRACTOR. ALPINE ENG1NfFRfO B C D L 10.0 PSF D RW HCUSR352 01150151 PRGOUCTS. INC SHALL NOT 8E RESPOIS ISLE FOR ANY DEVIAT lOM FROM THIS DESIGN; AN'f FAILURE 10 BUILD THE TRUS ES IN CONfORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND 01 B C I L 0.00 P S F H C -ENG S T L./ W P F ALPINE BRACING GF TRUSSES iM15 DESIGN CGNFORMS KITH APPI [CAB PROV(SIGIS OF fIS (NATI ONkV DE;1 GN •T ----- SPECIFICATON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. A(. PINE eri --- I--- CONNECTORS ARE MADE Of 2DGA ASTN A653 GR40 GAIN. STFFL, E:CEPI AS NOTED. APPLY CUNNECTORS 10 s TOT.LD. 37.0 PSF SEON - 146819 EACH FACE OF TRUSS. AND UNLESS OTHERNISE LOCATED ON THIS DfSIGN, PUSIIION CONNECTORS PLR DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROIESSI ONAL ENG INIERiNG lY 0• D U R . F A C . 1 .25 ! Alpine Engineered Products, Inc. RFSPONS TELL I TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SLI ITABILITY AND USt Of THIS SPACINGPgCOMPONENTFORANYPARTICULARBUILDINGISTHERfSPONSIH [![TY OF THE BUILDING DESIGNER. PLR S P A C I N G 2 4 . 0 " HainEsClty,FIL 33844 ANSI/TPI 1 1995 SECTION 2. — —'—' rnunnitu immii itnAnc 9. niMfmrTONSI SIIBMiTTEO BY 7RUSi 0R. y711186C-WCRIVH D & U - K16 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 1 W 2 X 4 III W5X4: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF. WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 5 F— 3-3-1 9-4-0 W2X4 III W2X4 (A1) W2X4 III 1 0 7-0-0 L 7-0-0 LiE-7-11-12 Over 2 Supports — R=428 U=200 W=8" R=675 U=350 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD) 18.2f3 OTY:1 AK 1 1 R - Scale =.375" Ft. WARNiNG" TRUSSES HEOUIR E. EXTREMETREHE CARE !N fAU0.1CATlON, HANDLING, SHIPPING, (NG, INSTALL tNG AND T C L L 2 0. 0 PSF R E F R 3 5 2-- 7 4 2 8 1 BRACING. REFLR OHHH-9I LHANOL IRO INSTALLING ANU BRAC ISNOT, PUUL ISHt1) NY IPA (TRUSS PLATE ------ INSTITUTE, 583 0 uNOFR RC DR . SUITE 1G0. MAGI SON, Y1 S1Yt9), FOR SAFETY IRACTICE. PRt OR TO PERFORMING IHL5t FUW':TIONS. UNLESS GIHERWISE INITTCAIEO. TDP CHORD SMALL Hh" DRDPEHLY ATThCF:ED / T C D L 7.0 P S F DATE 0 5 / 3 l../ 0 1 STRUCTURAL. PANLL S. BOITGM CHORD SHALL HAVE A 10.01ERLYAiTACNEO RIGID CE It ANG. IMPORTANT` FURNISH A OPY GF THIS OtSTGN IG THE INSTALLATION fONTRACTIjtk ALPINE ENGINEERED BC DL_ 10.0 PSF DRW IICOSR352 01151281 PRODUCT INC..S'IA" nGR dE Rf SPONST FOa ANY DEvIAT [ON Fa UM THIS DESIGN am FAIL ukE TU p bUilpTMfTRUSSEaEHCGHFOPAANCENITNTPIOR1ABRit.ATIRG HANDLING SHIP{ ING, (NSThLI IN No ANDl 1 6 C L L 0.0 P S F H C - E N G / MMA A L P I N E BRACING G1 TRUSSES THIS DESIGN I.GNF OR MS NITN AP PtICABIE PROP (SIGNS OF NOS (NATIONAL DESIGN SPECIFICATIOR PUUL ISHfG by TMf AMERICAN FOREST AN PAPER ASSOCIAIION) AND TP(. aIPINE C0NN EC I DRSARE MADE OF By THE ASiM At, 53 GR aO GAL Y. STEEL, tYCtPi As xo Tt G. APPLY cONRECTGas TO Il1tarn M. F:.aruerl TOT. LD. 37.0 PSF SEON 166409 EACH FACE OF IRUSS, AN0 UNLESS OTHERNISE LOCATED ON TUiS Of, SIGN, PT" II ONCONNECTORS PER DRAWINGS IGO F-i. THE SEAL OH THIS IRAWING INDICATES ACCEP TANGF. OF PR OF ESSlOH 0.LENGINEERING No. 427 O4 D U R F A C . 1.25 FROM S D Y Alpine Engineered Products, Inc. RESPORSRBit It $01 EIY FOR THE TRUSS COMPONf NT DESIGN SHOWCC THE SUITABILITY ANO USE Of TH1S P Ii11nesCity, Fl.. 33844 COMPONENT1`01995NSECARTICULAR BUILDING IS THE RESPONSIBILITY GF THE. BUILDING OE.SIGNEIT PER SPACING SEE ABOVE I.,,1—I--.,n Yr. nu i nunnr co YLiD, it i, ",nc R nIml-NCiotilI tfillMI f IF I) AY !R11 SS Y R 7y111004 - VTtKIYA 0 & U - Ki-J TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DLIR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at 21.92 BC From 4 PLF at -1.00 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.00 BC From 612 PLF at 7.00 to 612 PLF at 21.92 BC 2543 LB Conc. Load at 7.00 ITHE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER & FABRICATOR ARE NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. W5X4 100 MPH WIND, 22.24 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. SEE DWGS 510030EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. DEFLECTION MEETS 1/360.00 LIVE AND L/240.00 TOTAL LOAD. 7 9 14 W2X4 (Ai) = HS412 III W3X8 III W1X6 — W3X8 III W5X4 III W2X4 (Al) W3X8 III W3X8 III 1 0-0 10-11-8 I 10-11-8 ,l 21-11-0 Over Continuous Support 'I I R=596 PLF W=21-11-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. High Strength,Wave TPI-95 R Design Criteria: TPI STO 18.2f3 AK 1 1 R - Scale =.25" Ft. WARNING" TRUSSES REQUIRE WREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND TC LL 20.0 PSF REF R352- -74282 BRACING. REFER TU N18 91 (HANOL ING INSTALLING AND BRAG ING). PUB IISHEO 8Y TPI (TRUSS PLATE INSTITUTE, SU7 I1'(1N(1FR10 UH .. SUITE 2G0, MAOISUNI NI 53714), 10R SAFETY PRACTICES PRIOR TOPINURMINGT11ESl. fUMCI(UNS. I1NI..E.SS 01HERWlIE IN0ICATEU. TOP CMORO SHALL NAYI. PROPERLY ATTACN(0 TC D L 7.0 P S F DATE 0 5 / 3 1 / 0 1 ITR UCTURAt. PANf IS, 801TOM CHORD SRAIL HAVE A PROPERLY ATTACMEO RIGID CE IL IMG. lMP1)R TART" FURNISH A COPY OF THIS DESIGN TO IRE INS7ALI.ATION CONTRACTOR. ALPINE ENGMEREIi BC DL. 10.0 PSF DRW 110SR352 01150155 PRODUCTS, INC. SHAH.. NOT BE RESPONSIBLE FOR ANY OLVIAIION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BC L L 0.0 P S F H C- E N G S T L/ W P F 7ALPINE BRACING OF TRUSSES. TMlS OES IGp CONf ORMS WITH APPLICABLf PROVISIONS OF NOS (NATIONAL DESIGN j? SPEC ICAT IGX PURL iSHEl7 8Y THE IGNRICAN FOREST AND PAPER ASS0C1aT30Nj ANG IP,, ALPINE Hamer* T 0 T . L D . 37.0 PSF S E O N - 174994 CC"" TORS ARE MADE Of 2GGA A.STM A653 GR 4O GALY. STEEIS, IYGF PT AS NOTED. AP PLT CONNECTORS i0_ E ACN FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON IHIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A 1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING No. 42704 D U R . F A C . 1 . 2 5 F R.OM M RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 5UITAB It II'Y AND USE OF THIS ---- Alpine Engineered , 3394lS,inc. COMPONENT FOR ANY PARTICULAR 8UILOING IS THE RESPONSIBILITY OF THE BUILOiNG DESIGNER, PER S PAC I N G S E E A B 0I EIlsmrsCily,F1. 33fi44 ANSI/TPI 1 1995 SECTION 2. 1007 11Q09 - I.ICV TITA R Q. n - 07nI THIS OWG PP( PARE 0 [ROM COMPIJTFR INPUT (LOADS & DIMENSIONS) SUBMiIT[ D BY TRUSS IrtR. TOP CHORD 2x4 SP #2 BOY CHORD 2x4 SP #2 WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BL.DG, LOCATED ANYWHERE IN . ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. SEE OWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X4= I42X4( A1) = W5X4- W2X4(A1) 100 0- 2-0 10- 20- 4-0 Over, Continuous Support R= 80 PLF W=20-4-0 1- 0-0 y 1- 9-4-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 18.2f3 AK 1 1 R Scale =.25" Ft. WA. RNING`• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING ANO T C L L 20.0 P S F --REF R 3 5 2-- 7 4 2 8 3 3IACING. RtriI TO HIU 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLAT( -- INSTITUTE. 563 O'ONGf 0.1O OR., SUITE 200. MAD ISO N. NI 53111 FOR SAFETY PRACTICES PRIOR Tu PERFORMING THESE FUNCTIONS. UXI.FSS Q1HERNISE INOICATED. TOP CHORD SHALL NAVE PROPERLY ATIAC0TO T C D L 7.0 P S F DATE 0 5/ 3 1 J 0 1 — S10.UCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE1t. IN5. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTAL.IAIION CONTRACTOR. ALPINE TfNGiNEE4ED BC DL 10.0 PSF DRW HC[ISR35I 01151286 PRODUCTS, INC. SHALL NOT BE RESPQNSIBtf. FOR RNY DEY[AT ION FROMTHIS DESIGN; ANY FAILURE 10 HU ILD THE TR 115 SIS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING 1117 -1 B C L L 0.0 P S F H C - E N G / MMA ALPINE _-I BRACING OF TRUSSES. PHIS DESIGN CONFORMS NITH APPUCABkE PROYISIONS OF NUS (NATIONAL Of SIGN pSPECIFICATION PUHI.ISHELI Mr TxE ANFRFCAN fORfST .AxD PAPF0. ASSOCIATION) AND TPI. ALPINE. RanIA.fY CONN FCTORS ARE DE OF 2OGA ASIe A653 GR sO GALY. STL [L. EXCEPT AS NUT10, APPLY CUNN ECIORS ToTOT.LD. 37.0 PSF SEON - 166417 EACH FACE OF TRUSS, ANTE UNLESS OTHERNISE LOCATED ON TH'S Df:SIGN, POSITION CONNECTORS PEF Toe 4 77 0DR ANINGSlE0AZ. THE SEAL ON TH15 DP.nWING FNOICATES ACCEPTANCE GF Pk GF ESSIGNALEN6INEEP.i NG 144J`'F D U R.. F A C . 1 . 2 5 FROM S D Y Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of TeIS- Raingi a FT. 33uct COMPONENT FOR ANY PARTICULAR BUILDING IS THE Rf SPONS[BlttTT OF THE BUILDING DESIGNER, PER SPACING 2 4 . O " ry. ANSi/TPI 11995 SECTION 2. _ TUTS DWG PRI.PARI:1) FROM COMPUIfR INPUT (LOADS 8 DIMENSIONS) SURMIIIFD BY TRUSS if=R. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 W2.5X4(A1) _ 100 100 MPH WIND, 15.00 FI MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TIC DL = 5.0 FSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L1240.00 TOTAL LOAD. W5X4 W 2 X 4 z W2X4 5 r 5 I I L k.9-4-0 W5X8 _ 0-2-0 _1_ 10-2-0 20-4-0 Over 2 Supports R=810 U=390 W=8" W2.5X4(A1) = 100 R=810 U=390 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STDi 18.2f3 AK 1 1 R/- Scale =.25" Ft. WARNING" TRUSSES REOUIRC EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSEAIIING A70 1C LL 20.0 PSF REF R352- -74284 B0. ki.ING. REFER TU N1B97. (NAN0I. ING INSTALLING AND OR ACING). PUBti SHED BY TPI (TRUSS PLATE --- INSTITUTE. 553 0'C'NUFR IU DR., SU{iE 200. MADISON. NI 531{9). FOR SAFETY PRACTICES CR FOR TO PERFORMING TNESE FIINCIIONS. UNLS SS GTHERNISE [NOTC ATLD, lOP CHORD SNAIL. HAYS PROPFRIY AT TACHID 1 T C D L 7 .0 P S F DATE 0 5/ 3 1/ 1 STRUCTURAL PANELS, BOTTOM CHOIiG SHALL HAVE A PNOPCRI.Y ATTACHED RIGID CEII. ING. IMPOR TANT` FURNISH A COPY DF THIS OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINfEREO BC DL 10.0 PSF DRW HCUSR352 01150148 PRODUCTS, iNC. SHALL T SF Rf SPONSI5LE FOR ANY Off TAT ION FROM THIS DESIGN; ANY tAit URE: TO 1 p801L0THETRUSSESINCONFORNANCf. WITN TPI; OR FABRICATING, HANDLING, SHIPPING. INSIALLING ARO 5 B C L L 0.0 P SF H C- E N G S T L/ MMA ALPINE _ BRACING Of TRUSSES. THIS OLSIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATTONAt. DESIGN SPECIFICATiON PUB(ISHEU BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE4 kR ilCONNECTOR, ARE HAOE OF 2OGa ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS To TOT . L D . 37.0 P SF S E Q N - 166421 EACH FACE Of TRUSS. AN UNLESS OTHER SE LOCATED ON THIS DESIGN. POST TION CONNECTORS PER erg. -AO d DRAWINGS 160 A 1Igo427 4 THESEAT. ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1 D U R. F A C. 1.25 FROM S D Y Alpine Engineered Products, Inc. HE GPONSIB ILI TY SOLELY FOR THE TO IISS COMPONENT DESIGN SNOIEN. 1HE SUITABILITY AND USE OF THIS - __-.- P Haines Ci17L 33844 COHPON ENT FGR ANY PAR TI C,UIAR BUILDING IS THE RESPONSIBILITY OF THE BU1L01NG OE SIGNER, PER S PACING24. 0 " ANSI) TPI I-1995 SECTION 2. 991118B2 - WEKIVA B & D - R221 THIS OWG PRFP.AR.EU FROM COMPUTER INPUT (LOADS & DIIALNSIONS) SUBMITTED BY 1Rti S 'i'lR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 T2, T3 2x4 SP #1 Dense: W2 2x4 SP #1 Dense: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 74 PLF at -1.00 to 74 PLF at 14.58 TC From 54 PLF at 14.58 to 54 PLF at 30.17 BC From 4 PLF at -1.00 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 29.17 BC From 4 PLF at 29.17 to 4 PLF at 30.17 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 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. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DI- _ 5.0 PSF, WIND BC Dt. = 5.0 PSF. LEFT END VERTICAL NOT EXPOSED TO WIND. SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. MEMBER 1'D BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W5X4 - W3X6 = W5X4 = W2.5X4 = W5X4 V//////////////////////////////0 + W5X4 + W 2 .5 X 4= W2.5X4(A1) = W3X6 1 0-0 W2.5X4(A1) 1-0-0 1F 6-4-0 _ 5-4-4 _I_ 5 9 8 _I, 5-4-4 ,,fE 6 4 0 J 1 6-5-12 r 8-1-4 T 8-1-4 I 6 5 12 I- 6-4-0 I 16-6-0 _1_ 6-4-0 j 29-2-0 Over 2 Supports j R=186 PLF U=73 PLF W=9-6-0 R=820 U=400 W=8" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI(STD) _ 19.4a AK 1 1 R Scale=.1875" Ft. WARNING— TRUSSES RFOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 2. 0. 0 P S F R E F R 3 5 2-- 7 4 2 8 5 O RACING. REFER TU f116 91 (HANIII. ING INSTALLING ANO BRACING). PUB I. I SHED BY TIT TRUSS PLATE _ INSTITUTE. 5113 11'OHOFR IO DR., SUITE 200, MAD I SON. NI 53719). FOR SAFETY PRACTICES PRI04 TO f P ERFORH ING TNf SE FUNCTIONS. UNLESS OTHERWISE INOIC. ATEO. IDP CHORD SHALL HA.YE PRO PC REY ATTACHE i T C D L 7 . O PSF DATE 0 5 / 3 1 / 0 1 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PNOPE0.LY AITACNEU RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE. INSTALLATION CONTRACTOR. ALPINE ENGINEERED I BC DL 10.0 PSF DRW HCIISR3h2 01151287 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEYIAT ION FROM IRIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INITAt LING ANO #a*3 B C L L O . P S F H C - E N G / MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONf ORMS WITH APPIfCABI.f PROVISIONS OF NOS (NATIONAL DESIGN _ SPf CIFIC AT ON PURIISFIEU BY THE AMERICAN FOREST AND PAPER ASS0 (ATION) AND TPI. ALPINE CONWECIDRS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOIED. APPLY CONNECTORS TO men TOT. LD. 37.0 PSF SEQN - 31569 EACH FRCS Of TRUS'a, ANU UNf.ESS OTHERWISE LOCATE:O ON THIS DESIGN, POSITION CONNECTORS PER 27 4DRAWINGS160A-i. THE SEAL ON THIS DRAWING INDICATES AI:CEPTANCE OF PROFESSIONAL ENGINEERING D UR . F A C . 1.25 FROM M Alpine Engineered Products, Inc. RESPONSfd IL ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHllWN. THE SUI iA6IL ITY AND USE OF TH15 llamesCity,Fl, 33844 CAXS'ONENTIFOR ANSECTRTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILOING DESIGNER. PER SPACING SEE ABOVE 991118B2 - WEKIVA B & D - R23) THIS OWG PREPARED FROM COMPUTER INPUT (IOADS & DIMENSIONS) SOBMITIED BY TRITSS'MFR. TOP CHORD 2x4 SP #1 Dense :T2 2x4 SP #2: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 2x4 SP #2 ROOF, WIND TC 01 = 5.0 PSF, WINO BC DI = 5.0 PSF. WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC C 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X4 , W2,5X4 = W2.5X4 = W5X4 5 — /\ T :--- 1 51\ 9-4-0 W2.5X4(A1) = W2.5X4 = W5X4 = W2.5X4 = W2.5X4(A1) 1 0 0 _I 1-0-0 9-2-0 8-4-0 4-0-4 _I, 4-5-8 _I, 4-0-4 I8-4-0 8- 5-12 T 6-1-4 6-1-4 1f 0-01 6-5-12 8-4- 0 _I_ 12-6-0 _1_ 8-4-0 ,I i--- 29- 2-0 Over 3 Supports —1 R=580 U=310 W=3.5" R=809 U=270 W=8" R=886 U=420 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.4a AK 1 1 R - Scale Alpine Engineered Haines ALPINE Products, Inc. City,Fl, 33844 WARNING* TRUSSES RfGUIRE EXTREME CARE IN FABRICATION, HAND(.ING, SHIPPING, INSTAtI.ING ANO dRACiNG. REfFR TU HIM 91 (HANDLING INSTI. ING AND BRACING), PUBLISHEO BY Till (TRUSS Pi. ATE AL INSTITUTE, "3 O'ONOFRIO DR., SIITTE 200, MADISON, W1 53719), fOR SAFETY PRACTICES PR IHR Tb PE Rf GRM(N6 THESE fUNCT1Op S. UNLESS OTHERWl SE IND ICAI(D, T(iP 1;HGft0 SNAIL HAYS PROP(RtY ATTACH(?:` STRUCTURAL PANELS. BOIiOM CHONO SHALL HAYS A PRUPERIY ATTACHED RIG10 CEILING. IMFORTAN T" FURNISH A f, OPY OFTIf IS [iE:SIGN TU THE INST AL. L.ATION CONTRACTOR. ACTOR. ALPINEENGIN::k RE(i PRODUCTS, INC. SHALL NUT d(. RE SP ONSI6lE FOR ANY DEYIAT ION FROM THIS DESIGN; ANY FAIIURL TG at; BRACING DF TRUSSES. 1HIA UE GIGN CONFORMS WITH APPLICABLE PROVHIONS Of NUS (NATIONAL DESIGN S PEi. If (CATION PUBLISHED BY IHF A,MERICAN FORESIAHD PAPER ASSOCIATION) AND TPI. AI PINE 11.0 THE TRUSSES IN CONTURMA.NCE: WITH ]Pt; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND*11To CONNECTOi S ARE MADE OF 20GA ASTM Ab53 GR40 0ALY. S7EEL. (YCEPI AS Nt7TED. APPLY C.RECTORS TO EACH FACE OF TRUSS, AND UNIESS GTHf RWISE LOCK TFO ON THIS DESIGN. FOSITION C+J NNECIORS PEADRAWINGS 160 A 1. TH1 $(A1ON THIS DRAWING [)OCATES ACCEPTANCEOf PROFESSIGNAf.1NGINEEkIG Re SPGNsf LITY SOLELYFOR IMF TRUSS COMPONFNI DESIGN SHOWN THE SUITABILITY AND USE Of TM1S COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 6UIIOING DESIGNER, PER ANSI/TPI 1 1995 SECTION 2. 1 1 1 Ie 24 T C T C BC BC TOT L L D L DL L L L D . 20. 0 7 10.0 0. 0 37. 0 0 0 P S F P S F PSF P S F P S F R EF R 3 5 2-- 7 4 2 8 6 _ DATE 05 / 3 1 / 0 1 DRW HCI1SR 352 O11512fif3 H C - E N G / MMA S EON 31571 D U R . F A C . 1.25 FROM M SPACING 2 4 . 0 " 99111882 - WEKIVA B & D - R24) THIS UWG PREPARED FROM COMPUTER INPIIT (I(,AOS & DIMENSIONS) SUBMIT IF0 BY TRUSS I R._ FOP CHORD 2x4 SP #2 :T2 2x4 SP #1 Dense: IOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" K. W5X4: W06 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W 2 . 5 X 4 T2 W 2 . 5 X 4 5 r— (A) 5 9-4-0 W2X4 III W5X6 = W5X4 = W2X4 III W3X6 (A1) 1 0-010O< 9-2-0 5 5 14 4-10-2 8-6-0 4-10-2 5 5-14 5 5 14 4-11-14 8-2-8 4-11-14 5 5-14 1 10-4-0 I 8-6-U 1 10 4 0 J EE 29-2-0 Over 3 Supports R.=798 U=350 W=3.5" R=492 U=190 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD WA.RNING`" TRUSSES REQUIRE EXIREMF. CARE IN FABRICATION, HANDLING. SHIPPING, INSTAI.L!NG AND 8RACING. REFER TO M18 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TFI (TRUSS PLATE INSTITUTE. 583 U'GNOFRIO UR .. SUITE 200, HAOISUN, NI 53119). F00. SAFETY PRACTICES PRIOR 10' PERFORMING TH E Sf: FUNCTIONS. UNI. ESS OTHERWISE IND ICAiEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CH0RO SHALL HAVE A PRUPE REY ATTACHED RIGID CEILING. IMPQRFANI " FURNI$if A COPY Of THIS GESI GN TO THE: INSTALi kIION CONTRACTOR. ALPINE ENGINEERfn PRODUCTS, INC. SMALL NOT BE RESPONS(81E FOR ANY DEVIATION fR(iM THIS DfSIGN. A.NY FAIT. URE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICAIIOG, HANDLING. SHIPPING, INSTALLING AND ALPINE 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 ASIM A653 GRAD GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS Ul"ERNISE LOCATED ON THIS OF SIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL. ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGI NEERING Alpine Engineered Produces, Inc.RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TEIIS P B COMPONENT FOR ANT PARTICULAR 8UIL OlNG IS THE RESPONSIBILITY OF THE BU II.OiNG DESIG XER, FERHaiaFsCity, FL. 33844 ANSI/1P1 1'1995 SECTION 2. R=984 U=440 W=8" 19.4a 01 M. Ranieri 140. 42704 AK/1/1/-/-/R/- TC LL 20.0 PSF TC OL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.LO. 37.0 PSF DUR.FA.C. 1.25 SPACING 24.0" Scale=.1875"/Ft. REF R352--74287 DATE 05/31/01 D R W HCUSR352 01151289 HC-ENG /MMA SEON - 31573 FROM M r 0611IOR9 . IJCV T If Q 4. n - o9C.Y THIS DWG PREPARED FROH COMPUTER INPUT (LOADS & OIMFNSIONS) SUBMITTED BY TRUSS *,,FR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 W2X4 III 4-2-2 W2.5X4 - W5X4= W 5 X 4 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BL.DG, NOT Y 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 1-/240.00 TOTAL LOAD. 5 r— W2.5X4 5 9-4-0 W5X6 we III W2.5X4(Al) 100 3-1-8 I 4-6-0 I 12-4-0 J 19-11-8 Over 2 Supports R=725 U=330 W=4" R=810 U=370 W=8" PL.T TYP. Wave TPI-95 R Design Criteria: TPI(STD 18.2f3 AK 1 1 R - Scale ALPINE Alpine En naered Products, InC. P Elaxnu City,FL 33844 a WAR NING" TRUSSES RFOUIR.E. tX]REME. CARE IN FABRICATION, HANDLING. SHIPPING, {NSTAT.I.ING A. BRACING, REFER TO HIB 91 (HANDLING INSTALLING ANfI BRACING). FUBLISHED BY TP{ (TRUSS PLATE INSTITUTE. 56311 ONOFR10 OR.. So I 2G0. MAOISON, NI 537i9). FOR SAfETY PRACTICES PRIOR 7G jPERFORXINOTHESffUNCTIONS. UNLESS OTHf.RWISE INOfCATED. TOP CHORD SHALL. HAVf PROF ER LY ATTAa.HtO STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY AT T ACMED R{GIG CEll lxG. IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTA1LATi0X CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALI. NOT BE RESPONSIBLE FOR AN'r DEa[AI ION fROB THIS DESIGN; Axr FAILURE TO BUilO THE TRUSSES IN CUNfORHANCE WfTH TPI: Ok tABRIC AT[NFi, HANOLIXG, SMIPP{NG. INST AL LING AND BRACING OF TRUSSES. TMTS DESIGN CONFORMS WITH APP114ABLE PROVISIONS OF NO (NATIONAL OESIGNSPECIFICA1109 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE GF 20GA AS TH A653 GR50 GALS. STff1., EZCEPT AS NOTED. APPLY CONNECTORS 7G EACH FACE Df TRNS S_ ANO UxtESS 0T14ERW{SE LOCATED ON THIS UE'S FGN, PGSTTION CONNECTORS PER DRAWINGS IFO A Z. THE SEAL ON THIS DRAWING INDICAif Ai.CFPTANCEUP PROFESSIONAL IN RE SPGMS{BILITY SOL EtY FOR THE TRHSS COMPONENT DESIGN SNOWM. THE SUITAB[L ITY AND USE GF THIS COMPONENT FOR ANY PARTICULAR BU110[NG IS THE RESPONS1Bf1.LTY OF THE BUILDING Of ISPfRANSI/ TPI 11995 SECTION 2. 1• Ranieri No. t}2'] ( TC LL 20.0 PSF TC DL. 7.D PSF t BCDI_ lO,O PSF p BCLL 0.0 PSF TOT. LD 37.0 PSF REF R352- -74288 DATE 05/31/01 DRW HCUSR352 01150172 HC- END STL/WPF SEON - 174982 Dl1R . F A C . 1 . 2 5 SPACING L 4 . O " T1l'11 OV IVifd<QAf-R 1yy31100Z - wt&!V/A 0 & Il - I%Z0 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 W2X4 I 4-2-2 W2.5X4 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND IC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND 1,/240.00 TOTAL LOAD. W4X10= 5 I— II W5X4 T 5 9-4-0 W5X4 = W2X4 III W2.5X4(A1) 5-4-8 R=725 U=310 W=4" 4-7-0 19-11-8 Over 2 Supports 1-0 0 R=810 U=390 W=8" PL.T TYP. Wave TPI-95 R Design Criteria: TPI'STD 18.2f3 AK i 1 R - Scale =.25" Ft. WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 7 4 2 8 9 BRACING. REFER TO H)B 91 (HANDLING INSTALLING AND BRACING), PBBLISHEO BY 1F1 (TRUSS P'. ATE - 11SlifUTE. 503 O'ONOFRIU DR., SUITE 200, MADi50N, NI 53119). FOR SAFETY PRACTICES PR It+R TO PERFORMING THESE FBNCI'IONS. UNI.f:SS OTMERMISE INDICATED. TOP CHOflD SMALL HAYI. PROPERLY AT'IACHf1) I T C D L 7. 0 PSF DATE 0 5/ 3 1/ O l STRUCTBRAL PANELS. BOTTGM CHORD $H AI t. HAtlE A PROPERLY AITAC HED RIGID CEILING. IMPORTANT`* FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i B C D L 10.0 P S F D RW HCIJSR352 01150173 PR DUCT', INC. SHAL[. NO1 Bf RESP UNSISLE FORANY DEVIATION fRGM THIS OESIGN: AN'/ fAILURE TO BUILD THE TRUSSES [N C001 ANC.EWITH TPI; UR fANRICATING. HANDLING. SHIPPING, INS1Al NG A.NO )yy-- BC LL 0.0 PSF HC-ENS STL/WPF ALPINE BRACING OF 1RUSSES THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS {NATIONAL DESIGN 7 i __ SPECIE IC ATION PUBLISHED BY THE AM [CAN FOREST AND PAPER ASSOCIAIION) AND TPI. ALP IMF.-]lej"1 TOT .I...D 37.0 P S F SE O N - 174985 CONNECTORS ARL MADE Of 2OGA A5TM A653 GR AO GALY. STEEL. E(XCEPI ASNOTEO. APPLY CONNECTORS TO - EA CN FACE OF IRUSS, AND UNLESS OTHERNI SE LOCAIED ON THE$ DESIGN, PU S)TION CONNECTORS PER ''7 A -- _ DRAWINGS 1€ 0 A 7, THE SEAL OM IH15 bRAN1US INDICATES ACCEPTANCE UF' PROFESSIONAL ENGINEERING y (j`. 4, J O'j DR R . FA C . 1 . 2 5 Rf:PONSIBILITY SOL€LY fOR THE TRUSS COMPONENT OE SIGN SHONN. THE SUITABILfTY AND USf OF THIS ------_—' — -'--- Alpine EngineeredProducts, Inc. COMPONENT fOR ANY PARTICULAR BUILDING IS THE RESPONSI BIiIiv OF 1HE BUILDING DESIGNER, PER i tiaETleS City, F1, 33844 ANSI/1P1 I .995 S€CTI ON 2. SPACING 24. 0" _... L»aaavuc - "Ll'.I VH E) a 11 - I14/) ;it I U146 t'Kt. i'At:tI) IROM L, IIMYIT ItK INI'IJI (I UAUJ & UI ME NJIUNN) JUIiMIl Itit ITT IKUJJ MY K. TOP CHORD 2x4 SP #1 Dense :T1 2x4 SP #2: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. W5X4 W2.5X4 W2X4 III WOA° — 5-4-8 W C. A'+ III 14-7-0 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 9-4-0 W2.5X4(Ai) 1-0-0 f-Q5 19-11-8 Over 2 Supports _I R=725 U=310 W=4" R=810 LI=380 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD' 18.2f3 AK 1 1 R - Scale =.25" Ft. WARN ING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDI_iNG, SHIPPING, INSTALLING AND TC LL 20.0 PSF REF R352- -742908RACING. RIFE TO HIS-91 (HANCL. ING IWS7A'(ML ING ANU BRACIkG), PUBL ISHEU BY 7P1: (TRUSS PLATE I NSTI IUIf. S83 O'GNOfk10 OR SUITE 200, MAt)1SUM. MI 53715), 10R $At TY PR ACIICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHE:RWI5E IAIICAILO, TOP CHORD SMALL MAY€ PROPERLY ATTACHED T C D L 7. 0 P S F DATE 0 5/ 3 1/ 0 1 STRUC,IURAL PANELS, BOTTOM CIIGRG SHALL MAYE A PROPERLY ATTACHED RIOT Cf IL ING. 1MPOR TANi" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE €NGIREERED B C D L 1 0 . 0 P S F D RW HCUSR352 01150174 PRODUCTS, INC. SHALL NOT Of RESPONSIBLE f0R ANY DEYIAIIOM FROM THIS OESIGN; ANY FAILURE TG BUILD THE TNOSSf:S IN CONf'ORMAACE WITH TPI: OR FAdRICATIMG, MANGLING. SHIPPING, (NSTALLING AND ri nl B C L L 0. 0 P S F H C- E N G S T L/ WP FALPINEBRAGINGOF70.USSES Tft is OE SIGN CGNF ORMS WITH APPLICABLE PROVISIONS Of NOS (MAT[UN AL DESIGN SPECIiICA1 ION PUBLISHED 8Y SHE AMERICAN FOREST AN0 PAPFR ASSOCIATION) AND TPI. ALPINE 1a'lleTYCONNEC70ISAREMADEOF2OGAASTMA653GR40GALV. STf Ft, f1XCEPT AS NOTED. APPLY CONNECTORS IO •• TOT . L D . 37 .0 P S F SE O N - 174988 EACH FACE 0P TRUSS, ANO UNLESS UT RERWI SE: I.00AT EG Ok THIS D" "' , PGSITIOM COkNE C TORS PER No. A .70ADRAWINGSIf, A-Z. THE SF AI GN Ih:iS DRAWING INDICATES ACCEPTANCE OF PRGFESSiGNAL. ENGINEERING "Vi A'F !ll`t O U R . F A C . 1.25AlpineEngineeredProducts, Inc. RESPONSIBII lTT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU[TABIL ETY AND USE OF THIS Haines C1ty,FL 33844 COMPONENT fOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUIIDIN DESIGNER. PER ANSTJTP1 l 1995 SeCTIGN 2 SPACING 24.0" Cllf 1—TC(I uv 111—C IAID t771110D,- - WILKLVA D 6 0 - ri) TOP CHORD 4x2 SP #2 B01 CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 3-12 15I -' Ty- W5X4 - 1 W1X3(R) = W3X4 1-0-8 W4X6 = W2X4 III R=799 W=7' 24" 2X6 CONTINUOUS STRONGBA.CK. SEE HIB-91 SECTION 13.2.3.2. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 3-1 W2X4 III W1X3 (R) W2.5X4 = W2X4 III W2.5X4 = W3X4 = W5X4 F 1-0-8 9-4-0 W3X4 - W2.5X4 = W2.5X4 = W3X4 = W4X6 = W2X4 III 14-7-8 Over 2 Supports PLT TYP. Wave TPI-95 R Design Criteria: TPI STD WARNING " TRUSSES RE OUIRf ftTREHE CARE IN FABRICATION, NANOL ING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB'91 (NANDI. ING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1N5T(TUlE. 503 D'ONOFR(G UR .. SU li E: 200, NADISOR, W7 53]15). FOR SAFE TY PRACTICES PRIOR 71 GEflFORMING THESE FUNCTIONS. ON(.ISS OT Mf:RNI Sf kNDICATED, TGP CHO0.D $HALL HAYE PROPERLY ATTACNfO STRUCTURAL PANELS. BOT TON CHONO SHALL HAYE A PROPI RIY ATTACHED RIGIU CEIt ING. IMGURTANI ^ FURNISH A CUPY OF TMIS l7f.SIGN 70 THE INS7Alt ATION CONTRACTOR. At PINE ENGINFtRfO PRODUCTS. INC. SHALL NOT BE Rf SPONSIBLE FOR ANY DEVIATION FROM THIS UE SIGN: ANY FAILURE TO BUILD THE IRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING- INSTALLING AND ALPINET I BRACING Of TRUSSES THIS UESIGN CONf ORMS Nf IH AP PI[CABLE I'NUY IS I(7NS Of NOS (NATIUNAI DESIGN L 1 1, 1 SPfCIFICATIUN PUBL ISHEU BY THE AMER IC.aN FOREST ANU PAPER ASS(ICIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 2OGA ASI'M A6ai3 G0.4 GAL.V. STEEI.. EICFPT AS NOTED, APPLY CONNECTORS TO t ACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A Z. IHE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RE sfcxslH l([iY SOI CLY FOR THE TRUSS CUMPONE NT DESIGN SHOYN THE SUFTABILITY ANO USE Of THIS Fialtles City, FL 33844 COMPONE N/ FOR ANY PARTIC UL. AR 0t11l OtNG IS THE RE SPOM SIB (L iTY OF THE 0UIL 0[NG UE SIGNER, PER ANSI,TPI L-)995 SECTION 2. R=785 18.2f3 kam/r,eti No. 42704 AK/1/1/-/-/R/ 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 DURJAC. 1.00 SPACING 24.0" T 1-4-0 Scale=.375"/Ft. REF R352--74291 DATE 05/31/O1 D R W HCUSR352 01150158 HC-ENG STL/WPF SEON 160459 FROM M yyiilart - wtKIVA tt n 1) VIA) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 14.88 BC From 10 PLF at 0.00 to 10 PLF at 15.00 TC 829 LB Conc. Load at 14.33 15" Ty- W5X4 WIX3(R) = W5X4 W3X8 = W3X4 = W2X4 III R=836 W=7" I HIS D,,46 PHI. VAKLU VNUM CUME'nl I INVUI (i.. 0AUS Z. UI. Mt. NSI(NS) SUHt9I I It IF 8T IK.II:AS Ml -M. 2K6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER & FABRICATOR ARE NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. W5X4 = W5X4 = W5X4 = W5X4 = W2.5X4 = W2.5X4 = W3X4 W2X4 III W6X6 W1X3(R) W5X4 W2X4 III 15-0-0 Over 2 Supports J R=1618 W=8" 1-0-8 9-4-0 T 1-4-0 L PLT TYP. Wave TPI-95\R Design Criteria: TPI(SM) 18.20 AK 1 1 R - Scale =.375" Ft. WARNING " TRUSSES REOUIRE ETTR EME CARE IN FABRICATION, HANDLING, SHIPPING. INSTAt LING A.NO T C L L 4 O.0 P S F R E F R 3 5 2-- 7 4 2 9 2BRACING. REFER TO H1851 (HANGI LNG INSTALLING AND BRACING), PUBLISHED BY 1'Pi (Tf.11SS Pt Art I MSTISU IE, 5B3 D'ONOf RI6 OR., SUITE 0. MAOfSON, NI 53719). FOR SAFE" PRACTICES PRIOR TO !! PERFORMING THE SF FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAYS PROPCRLI ATTACHED T C D L 1 O . V PSF DATE 0 5 / 3 1 / 0 1 STR UCTURAI PAWEt S, 0U ITOM CHORD SHkt 1. HAVE A PROPERLY ATTAGHED RIG IU CE II. ING. MPOKIANT " FURNISH A COPY Of THIS DESIGN TO THE INSIkLLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5.0 P S F DR W HCLISR352 01.150159 PRODUCTS. INC SHALL NOT BE RESPONSIBLE FOR ANY OEVIATION FROM 1HIL DESIGN: ANY FAILURE TC I ._ 6UIED THE INOSSIS IN CONFORMANCE WITH TP1, OR FA8RICAIING, HANDLING. SHIPPING, INSTALLING XND 4kzil B C L L 0. D P S F H C- E N O S T L/ W P FALPINEBRALINGOFTRUSSESfH15DESIGNCONfORMSKITHAPPIiCABLEPROVIS!ONS OF NOS (NATIONAL DESIGN SPECIE iCAT1GN PU8ti5HELi BY THE AMERICAN FOREST AwIF PAPER ASSOC.I AT IONj AND TP[. ALPINE CONNfCTORSARE MADE Of 20GA ASTM A653 GR SOGALY. STEEL. EICE PT AS NOTED. APPLY CONNECTORS TG T eI_ 1 T 0 T . L 0 . 5 5 . 0 PSF S E O N - 1 6 0 3 1.7 EACH FAtf OF TROSS, AMC, UNLESS OlNE0.W(5E: I.00,ATEDDN 1H(S DESIGN P05lTI0N CONNECTORS PER }9 © AT - y^7 (/I '— DRAWINGS 1E0 A z. THE SEAL OM THIS DRAWING INDECAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING 119 ` 2 04 OUR . F A C . 1.00 FROM M Alpine Engineered Products, Inc. RESPONSiBIt ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN IHE SUITABILITY AND USE Of fH IS-------1 Haines City, FL 33844 ANSI/TPII1 1995NSECARNNt,ZLAR BUILDING IS THE 0.fSPON5181L1fVGE THE BUiL01NG DESIGNER. PER SPACING SEE ABOVE __ CICIT IIPR9 - up I%IA R R. f) - F91 I'If IS O4IG 11REPA.Rt1) FROM E0"IPUTI;R INf'[IT (LOADS 1, 0iMIIINS IONS) Si49M1I III) SY IRtISS 14FR. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 SEE DWG GBLSY42A0699 OR GBLSY4260699 FOR GABLE DETAILS. W2. 5X4 W1X3( R) IT8 DEFLECTION MEETS L/360.00 LIVE AND 1_1240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TGP CHORD UP. W1X3(R) W2.5X4 RON1 I 1 I 1 1 I I 1 I II 1 1 1 1 1 1 1 1 1' W2.5X4 = W2.5X4 14-4- 0 Over Continuous Support R=108 PLF W=14-4-0 T 1- I4- 0 C_ Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95\R Design Criteria: TPI(STD) 18.2f3 AK 1 1 R - Scale =.375" Ft. WARNING " TRUSSES REO¢iRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AMU Y T C L L 4 0. 0 P S F RE F R 3 5 2-- 7 4 2 9 3 BRACING. REFER 70 HIB 91 (HANGI. LNG INSTALLING AND fiRACINGI. FUBLISHfO HY TFI (TR.SS PLAT' I - INSTITUTE. S83 1)ONOFRIO DR.. SUITE [00. HAG1$DN, NI 53719). FOR $AFE TY PRACTICES IRIOF I P ERf ORMINCTHESEtUNC1IONS. UNI.FSS UlH ERWISE IN0EL ATEO. TOPC. HORD SHALT. NAYf: PROP At ACHED T C D L 10 . 0 P S F D A 1 E 0 5/ 3 1/ 1 STRUCTURAI. PANELS. BOTTOM CH(IRLI SHALL HAVE A PROPERLY AfTACHED RIGIII CE 11. IH6. IMPORTANT11 FURNISH A COPY OF THIS DESIGN TO THE INSIAI.I.ATION CONTRACTOR, ALPINE ENGINEERED BC DL 5.0 PSF DRW HC(ISR352 01150160 PRODUCTS. INCSHALL NOI BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN'F FAILURE TO BUILD THE TRUSSLS IN CONF ORMANCE WITHTPI; OR FABRICATING. HANUIfNG. SHIPPING. INSTAI11NG ANO 01 BC LL 0.0 PSF HC-ENG STL/WPF 7ALPINE I BRACING Of IRU:SES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESf GN _ SPECIFICATIONPUBLISHED BY THE AMtR ICAN FOREST AND PAPER AS IAt ION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A553 GR4O GALY. SfEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO ZT11ei1 TOT . LD 55 . 0 PSF SEON - 160292 EACH FACE OF TRUSS. AND UNI. t SS OTHERWISELOCATED ON 1H(S DESIGN, POSITION CONNECTORS PER .iy d a o q DRAWINGS160A2. THE SEAL ON IRIS DRAWING INOICAIES ACCEPTANCE Of PRLlfE5S1ONAL ENGINELRTNG 4 `t D U R . FA C . 1 . 0 0 FROMP1 Alpine Engineered Products, Inc. RE SPONSIBIE ITY SOLELY FOR IHE TRUSS CONPONE NI DESIGN SHOWN, THE SUITABILITY AND USE Of THIS -- -- Na ngi Engineered 33uct COMPONENTfOR ANY PARTICULAR SUIEOING IS THE RFSPONS181LIIY Ot THE BOLDING DESIGNER. PER S PACING 2 4 . 0 " h'• ANSIJIPI 11995SLCTION2. I. —I a4_0 17'J III0YL - YVCK. TVA IS 8 U - YLA) TOP CHORD 4x2 SP #1 Dense BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 SPECIAL LOADS LUMBER OUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 11.42 TC From 515 PLF at 11.42 to 515 PLF at 16.29 BC From 10 PLF at 0.00 to 10 PLF at 16.42 1 c, N T,,., j W5X6' Il W1X3(R) 145X6 1-0-8 W5X8 W3X6 III R=1184 W=7" W5X4 = W5X4 = W3X6 III W5 X 6 - W5X4 = W4X6 16-5-0 Over 2 Supports 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER & FABRICATOR ARE NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. W3X6 III W5X4- W5X8= W6X10- W1X3(R) W5X4 = W6X10 W6X8= R=2620 W=8" 1 0-8 1 4-0 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: T SrD` 18.2f3 AK/1 1 R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDIING, SHIPPING. INSTALLING AID TC LL QD,D PSF REF R352- -74294 BRACING . REFER TO HI8 91 lR ANDI.LNG INST AL I.LNG RND BRACING;, PUBLISHED BY TP1 (iP. !IS$ PI.A;1 INSTITUTE, 5P,3 0'C, R10 Da., SUr,E 200, HADISON, WI 53119). FOR SAFE iY PRA.CTICES PRIOR IO PERFORMINf, THESE FUNCIIONS. UNLESS OTHERWISE INDICATED, 10P CHORD SHALL If PROPERLY A! AC H p TC D L 10.0 PSF DATE 0 5 / 3 1 / 0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY AITA 1110 RIGID Cf IL LNG. IMPORTANT`` fURNISIT A COPY Of IHIS OE SIGN TO THE INSTALLATION CONTRACTOR. ALPINE I.NGINEERED B C D L 5.0 PSF D R W HCU SR352 01150161 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IN IS DESIGN; kNY IAIIUR.f: iG - BUILD ]HE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, I1A.NDLING, $HIPPING, INSTAI:TWG ANO 1 1 BC LL D.0 PSF NC -END STL/WPF ALPINE BRACING OF TRUS SF TH15 DESIGN CONFORMS WITH APPt ICA81.E PROVISIONS Of NOS (NATION AI DE SIGN SPEC1f ICAT10N PU8L 1SHE0 11 THE A.11 ICAN FOREST AN11 PAPER k1SOClATI ON} AMU iAP ALPINE ff''kamen T 0T . L 0 . 55.0 PSF S E O N - 160478GONHECTORSAREMADEOF20GAASTA653GR40GALV. STEEL, EXCEPT AS NOTED. APVLY CONNFC LUR Tb F ACx FACE OF TR U55, AND UNL.E SS GTHERWtS€ LOCATED ON THIS DESIGN, VUS(716N G(INNf CtORS PER - -- mAADRAWINGS160A -Z. THE SF AI UN THIS DRAWING INDI TES ACCE FT.4NCE OE PR DFESS[ON AI ENGINEERING Ato, 4 2704D U R . F A C . 1.00 FROM I'1 Alpine Engineered Products, 111c. RESPONSIBILITY SOLELY FOR TNF TRUSS COMPONENT DESIGN SHOWN. THE SU ITA8ILITYAND USE OF THIS _... Ilalnes City, FL 33944 ANSTOhENTlFI995NSECTRTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER SPACING S EE ABOVE 0011IOa9 - LICV ILIA R 4. F1 - CQ THis DWG PREPARFO !ROM COMPUTER INPUT 110AOS R PIMf.tiSIONS) SU€iMI7I[!) BY TRUSS rh R. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD LIP. 1,5" Typ. W5X4= W1X3(R) - W3X4 1-0-8 W2X 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. I 24 7-12 W2.5X4 = W2X4 III W1X3(R) W2X4 III W2.5X4 W3X4 = W5X4 f` 15-3-8 Over 2 Supports R=829 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD` WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. NfffN TO MFB 91 (HANDLING INSTALLING AND BRACING), PUULISHEO 8Y TEE (TRUSS PLATE 11NST1TUTf, 5ft3 D'ON(1FRt0 DR .. SUITE 200. MAOISON. NI 53319i. FOA SAfE TV PR RCTICES PR;OR TO PERFORMING THESE FUNCT40M5. OMI.(SS OTMERNISE lNOICATfD. TOP CH00.0 $MALL HAtl k: PROPERTY ATTACH:.D STRUCTURAL PANELS. BOI'IOM CHORD SHALL HAVf A PROPERLY ATTACHED RIGID CEILING. INPORTA.NT" fURN1 yH k COP'( OF THIS DESIGR TO THE INSTALLATION CONTRACTOR. ALPINE ENG;AEER to PRGDUCT S. INC. SHALL NOT BE RESPONSi Btf FOR ANY DEVIATION FROM THIS DESIGN ANY FAILURE TO BUILD THE TRUSSES IM CONf ORNANCE N[IN TPI; OR fABRICATING, HANOL ING, $H ('rPi NG, iNSiALL ING AHO ALPINE BRACING OF TRUSSES THIS DESIGN CONf ORMS WITH APPLICABLE PROP ($IONS OF XDS (NAT TONAL DE !GN SPECIFICATION PUBLISHED BY THE AHER IC AN FOREST ANO PAPER ASSOCIATION) AND TFI. ALPINE CONNECTORS ARE HAD OF 20GA ASTM A653 GR4O GAtV. STEEL, ExCEPi AS M01'EO. APPLY CONNECTORS TO EACH fACI DF TRUSS. AND UNLESS 0THE RNI SI LOCATED DN TN IS OF SIGN, POSITION CONNECTORS Pf R. GR AWINGS 160 A 2 THE SEAL ON (HIS DRAWING INOICAT ES ACCEPTANCE OF PROF ESS IONAt ENGIXEER IHG Alpine Engineered Products, Inc. RESPONSIBILITY SOt EIV FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABFLIfY ANO USE OF THISPeEnegiaE1. 33ucd COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PERTY, ANSI/TPI 1-1995 5F CT 10N 2. W2X4 III R=829 W=3.5" 18.20 01 8 9-4-0 karueri No. 42744 AK/1/1/-/-/R/- 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 DUR.FAC. 1.00 SPACING 24.0" T 1-4-0 Scale=.35"/Ft. REF R352--74295 DATE 05/31/01 D R W HCUSR352 01150162 HC-ENG STL/WPF SEON 160462 FROM M 991118B2 - WEKIVA 6 & D - F5 TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 2-7-8 + 24"--j-2-7-8-- lf5 W2.5X4 = W1X3(R) - W1X3(R) = W3X4 = W3X4 = W2.5X4 Tl8106 9-4-0 W2.5X4 = W2X4M W2X4 IIi W2X4 IIi W2.5X4 = W2X4 III 7-3-0 Over 2 Supports — R=386 W=3.5" R=386 W=3.5" THIS DWG PREPARED FROM COMPUTER INPUT (LOAOS & DIMENSIONS) SIIRMITTLO HY TRUSS E'«`R.- DEFLECTION MEETS L1360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WiTH TOP CHORD UP. T 1-4-0 PLT TYP. Wave TPI-95 R Design Criteria TPI SI-D' 18.2f3 AK 1 1 R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AN0 T C L L 40.0 P S F R E F R 3 5 2-- 7 4 2 96 BRACING. REFER TU N1B 91 (HANDLING IMSTALLING AND BRACING). PUBLISHE1i BY TPI (Tk2SS P4ATE TC DL 10.0 PSF DATE 05/31/O11N57[T USE. 5B3 D'DNOf R10 DR., SUITE 200, MADISON. WI 53719), FOR SAF(tY PRACTICES PR1UR TO PEHEORMI NG THESE FUNCTIONS. UNLESS OTHERWISE. [N0 CAT(D, TOP CHORD SHALL HAYS PROPERLY ATT A(,NED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RiGTO CENT NG. iMPOMiA. I FURNISH A COPY Of THIS DESIGN TO THE. INSTAI.LpT10N CONTRACTOR. ALPINE E.GINEFRED B C DI_ 5 . O P SF D R W HCUSR352 0115016 PRODUCTS, INC. SHALL NO1 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO DT B C L L O -O P S F H C - E N G ST L / MMABU11.0 THE. TRUSSFS IN CONFORMANCE WITH TPI: OR FABR iCAT[NG, HANDLING, SHIPPING. INST AI.LING AND ALPINE BRACING OF TRUSSES THIS DESIGN CONEDRMS WITH APPLICABLE PROVISIONS Ot NOS (NATIONAL DESIGN -- SPECIFICATiON PUBLISHED BY THE AMf0.1C,Ax PUREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT . L D S 55.0 P S F S E Q N - 166337 CONNECTORS ARE MA.Of Of 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CO RECTORS [0 P+1"1 EACH FACE OF TRUSS, AND UWLFSS OTHERWISE [OCATE:O ON THIS DESIGN, POSITION CONNECTORS PER lY 0' e n A D U R . FA C . 1.00 FROM S D Y DRAWINGS 160 A 1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGIWf €RING 4 04 Alpine Engineered Products, Inc. Rf SPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHUNN. THE SU ITAN IL IT AND USE OF THIS -- p H81tTCgSCit ,F1, 33&14 COMPONENT FOR ANY PARTICULAR BULLOING IS THE RESPONSIBILITY Of THE BUILDING DE<_(GNER. PER SPACING 24.0" Y ANSI/TPI 1 1995 SECTION 2. 99111882 - WEKIVA B & 0 - F7) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 5-4 15" Typ. , W3X4 =— W1X3(R) - W2.5X4 = W3X4 IN- 24- -5- TIi15 0WG PRfPARED FROM COMPUI(R INPUT (IITAOS 8, DIMF NSI()NS) SUBMITTED BY TRUSS aIfR. 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 12.2.3.2. DEFLECTION MEETS 1-11360.00 LIVE AND L/240.00 TOTAL LOAD. W1X3( R) W3X4 = W2.5X4 = W3X4 = n W3X6 = W2.5X4 = W2X4 III W2.5X4 = 143X6 W2X4 III W2X4 III W2X4 III 12- 10-8 Over 2 Supports R= 696 W=7" R=696 'W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD WAR NING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AKO BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $ 63 D'ONOFRIO DR., SUITE 200, MADISDN, YI 53719). FOR SAFETY PRACTICES PRIOR 10 PF Rf ORMTNG THESE FUNCTIONS.ON LL. SSOT HERNISEINDICATED. TOP CBDRD SHALL HAVE PROPERLY ATIACHFO STR OCTUR AI PANELS. BDT TOM CNORO SHALL HAVE A PROPERLY ATTACHEO RIGID CEILING. INPORTANT— FURNISH A Copy Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE€R€D PRODUCTS. IHC. SHALL NOT 8(. RESPONSI8LE FGR ANY DEVIATION FROM THIS DESIGN; ANY fA1LURE TO BUILD THE TRUSSES IN CONFORMANCE Nf1H TP 1; OR 1 8RICATIOG. HANOI. ING. SHIPPING, INSTALLING AHD ALPINE BRAC. NG OF TRUSSES. THIS OE Si GN CUNT GRtIS WITH APPLICABLE PR OWi5I0NSOF aOS (NATIONAL DESIGN SPECIE IC ATON PUBLISNEO BY TME. AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINI CONNECTORS ARE MADE OF 2OGA ASTH A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACx FACE OF TROSS. AND UNLESS Of HERNISELOCATED ON THIS DESIGN, POSITION CONNECTORS PfR DRAWINGS 160 A-2. THE Sf AtON THIS DRAWING INDICATES ACCEPTANCE Of PROI€SSIONAt. ENGINEERING Alpine Engineered Pio11UClS, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1{ Engi a E1. 33844 CUMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI IT P1 1 1995 SECTION 2. 1- 0-8 9- 4-0 18. 2f3 1 1 . amerl No. 2704 AK/ 1/1/-/ R/ / 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 DUR. FAC. 1.00 SPACING 24.0" T 1- 4-0 Scale=. 375"/Ft. REF R352--74297 DATE 05/31/01 D R W HCUSR352 01150164 HC- ENG STL/MMA SEON - 166343 FROM SOY 991118B2 - WEKIVA B 8 0 - F9) TOP CHORD 4x2 SP #1 Dense BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 7-6-4 1,5" Typ,. W5X4 = W1X3(R) W3X4 VN4AU = W2X4 to R=925 W-7" WJA4 W2.5X4 = W3X4 WL.DA4 = W2X4 III THIS BWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS 4* R. 2X6 CONTINUOUS STRONGBACK. SEE HI8-91 SECTION 13.2.3.2. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 24" 7-6- W3X4 - W2.5X4 W2X4 III W3X4 = W2.5X4 = 17-0-8 Over 2 Supports PLT TYP. Wave TPI- 95 R Design Criteria: TPI STD_ WARNING* TRUSSES REOUIRF EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO NI6'91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 1,'OMOFRIO OR., SU(IE 200, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR 10. PERFORMING THESE. FUNCTIONS. UNLESS OTH€RWISE INO ICATED. TOP CHORD SHALL HAVE PROPER['! ATTACHEDSTRUCTURpIPANELS, BOTTOM CHORD SH AI. I. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THt INSTALLATION CONTRACTOR. ALPINE EMf,i NEER[D 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 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OFSIGN PEC IF ICAT ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CGNMEC TORS ARE: MAD OF TOGA AS TM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITI DM CONNECTORS PER ORAWINGS 160 A-1. THE SE AI. ON TH[5 DRAWING INDICATES ACCEPTANCf. OF PROFESSIONAL ENGINEERING tT[I ine En ineered P[nducts, lnC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS p T1alI1Pg.SCity, FI. 33844 COMPONENT FOR ANY PARTICULAR BULL OING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 199S SECTION 2. W1X3(R) W3X4 = W5X4 W2X4 III R=925 W=3" 18.2f3 O1 am -en No. 42704 1-0-8 9-4-0 AK/1/1/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF 8C LL 0.0 PSF TOT. LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" T 1-4-0 Scale=.375"/Ft. REF R352--74298 DATE 05/31/01 D R W HCUSR352 01150165 HC-ENG STL/WPF SEON - 160272 FROM M 11ibbZ - WtK1VA b 3 U - YYA) n.I —11. con.. rnumLT[D IUD IIT 11 ohnc R nIM4NSI(INS I SUBMITTED BY IRUSS +DER. TOP CHORD 4x2 SP #1 Dense BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 SEE DWG GBLSY42AO699 OR GBLSY4280699 FOR GABLE DETAILS. W2.5X4 W1X3(R) DEFLECTION MFETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W2.5X4 _ W2.5X4 16-9-0 Over Continuous Support R=109 PLF W=16-9-0 W1X3(R) _ W2.5X4 _ 1-0-8 9-4-0 T 1-4-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 18.2f3 AK 1 1 - R Scale =.375" Ft. WARNING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION. MANGLING. SHIPPING. INSTALLING AND T C L L 40, 0 P SF R E F R 3 5 2-- 7 4 2 9 9 BRACING. RtFER TO HIBR91 (HANDLING INSTALLING ANO BRACING). PUBLISHED MY TPI (TRUSS PLATE 1WST I TOTE. 583 D`ONDF0. TO Dk .. SUITE 200. MAGISOM. W1 53719i. f0R SAf E TY PRIC ES PRIOR lO PERFORMING THESE FUNf,T1UN5. UNLESS bTnERWLSE INDICATED. T0P CHORD SNAIL HAVE RROFfRLY ATTACHED T C D L 10 . D P SF DATE 0 5/ 3 1/ O 1 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROFERI.Y A1IACHEO RIGID CEILING. IMPORTANT" I MN7SH A COFY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEi.REG BC DL 5.0 PSF DRW HCUSR3S2 D115D166 PRODUCTS, INC. SH aI. L. NOT 8E RESPONSibLE FOR ANY OEV LAIION FR0H IHTS DESIGN; ANY FAILURf 10 Bulk IT THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 'O1 B C L L 0.0 P S F H C- E N G S T L/ W P F ALPINE BRACING OF TRUSSES THIS 0f SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN — SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND CAPER ASSOCIATION) AND TP1. ALPINE FL1Tlleti TOT . L D. 55. 0 P SF SE O N 160289 CONNECTORS ARE MADE OF 20GA ASTM A653 GR60 GAIN. STEEL. EXCEPT AS NOTEO. APPLY CONNECTORS 10 - EACH FACE OF TRUSS. AN ONESS 01HERWISE LOCATED ON THIS DESIGN. PUSIFIGN CONNECTORS PER }.TQ 42704 D[J:R.FAC. 1.00 FR0M M DRAWINGS 160 A-2. THE SEAL OMTHISDRAWING TNOICATESACCEPTANCE OfPROFESSIONAL ENGINEERING 1lYY AI IneEn nee[ed P[oducts, InC. RESPONSIBILITY SOLELY FOR THE 1R USS CUNPOMENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THISP t1sgsCit ,FI. 33844 COMPONEFT FUR ANY PARTICULAR Bll14OiNG IS THE 0.ESPONSlBiLIIYGP THE BU R DINGDESIGNER, PEH ACING 24. O " Y ANSI/TPI 1 1995 SECTION 2. FITS O6C. PRFPO.RIII FROM COMPIIIR INPUT !LOADS S DIMENSIONS) SUBMIffED BY IRLISSI4FR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W2X4 III 100 MPH WIND, 15.00 FT MEAN HGi, SRC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC Di_ = 5.0 PSF, WIND BC DL = 5.0 PSF. HIPJACK SUPPORTS 5-11-8 SETBACK JACKS WITH NO WEBS. W2X4 3.54 r- 2-9-14 Li 9-4-0 W3X6 (R) III W2X4(A l lE l 5 0 8-5-2 Over 2 Supports R=264 U=200 W=5.657" R=403 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD _ 18.2f3 AK 1 1 R - Scale WARNING— TRUSSES REOOIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 2 0. 0 P S F R E F R 3 5 2-- 7 4 3 00 BRACING. REFER TU 11111 91 (NANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PEAIL -- INSTITUTE. S83 D'ONOFRIO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR 70 PF:R FORM (NG (HEHIS FIT III S_ UNLESS GINERNi SE IXDlCATED. TOP CMURO SHELL HAVE PROPERLY ATTACHED T C DL 7 .0 P S F DATE 0 5 / 3 1 / STRUCTURALAL PANEV. S. BUTT OM CHORD 5NAl. 1. HAVE A PROPERLY ATT ACNFD RIGID CE IIl Nfi. IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERF0 BC DL 10.0 PSF DRW IICUSR352 01150156 PR OOUCTS, INC. SMALL NO l BE RESPON SIBI.E FOR ANY OE Y LAT ION FROM THIS DESIGN; ANY FAILURE TO -- BOf1.D THE TRUSSES IN CaMFORMANCF WITH IP1; OR FABRICATING, HANDLING. SHIPPING. INSTALLING All M COI BC L L 0. 0 P SF H C - E N G ST L/ W P F 7ALPINE BRACING GF TRUSSES. THIS OE SIGN CONED $ WIT H APPL iCKBLE PROV ISfONS OF NG$ (NAI IUN A... OESiGh _ SPECif ICATION PUBLISHED BY iNE AMERiC aX "RESTFOANDPAPERASSOCIATiON) ANti 7P1. AI. PINE CONNECTORS ARE NADI OF 20GA ASTM A653 GRbO GALY. STEEL, EXCEPI AS NOTED. APPLY CONNECTORS TO den TOT . L D . 37 .0 P S F S E Q N - 174998 E ACMFACE OF TRUSS. AND UNLESS UIHERNI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS FIR i 42704. ORANINGS160A.Z. THE SEAI. ON THIS ORA.NG INDICATES ACCEPTANCE OF PROFESS ONAI ENG INELRING1` V D 11R . F A C . 1 .25 Alpine EQ ee[ed PfOdOCIS, Inc. R ESPONSIBII I T'Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO (ISE OF THIS P e Engincc , FL 33844 COMPONFNT FOR AN'Y PARTICULAR BUILDING, IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING S E E ABOVE iANSI/TPI 1. 1995 SECTION 2. e mit n nAnc Y IIImf NCTFINGI VITIMITII n RY TRIISS Ill 7`J11121tlC - VILICIVA 6 N U - r0) TOP CHORD 4x2 SP #1 Dense BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 735 PLF at 0.00 to 735 PLF at 1.50 TC From 768 PLF at 1.50 to 768 PLF at 7.00 TC From 818 PLF at 7.00 to 818 PLF at 11.52 TC From 197 PLF at 11.52 to 197 PLF at 13.52 TC From 349 PLF at 13.52 to 234 PLF at 19.50 BC From 10 PLF at 0.00 to 10 PLF at 19.50 TC 2460 LB Conc. Load at 12.52 1T0 W5X4 W3X6 lil W5X4 = W5X4 = W5X4 = W4X6 III W5X4 = W3X6 III IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. THE ARCHITECT OR ENGINEER OF RECORD SHALL EVALUATE AND APPROVE LOAD MAGNITUDES AND LOCATIONS AS SHOWN SPECIAL LOADS".) TRUSS ENGINEER IS NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. W4X6 III W5X4 = W5X4 = W5X4 W3X6 III ME -111 1IrNUNNN1110 W2. 5X4 = W3X4 = W3X4 R= 709 PLF W=19-6-0 W3X8 = W3X6 = W3X8 = 19- 6-0 Over Continuous Support- W3X4 = W3X4 = W2.5X4 PLT TYP. Wave TPI-95 R Design Criteria: TPi STD 18.2f3 AK 1 1 R - Scale —.375" Ft. WARNING- TRUSSES REDHIRL EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INTA SLtINGAND TC L L 4 0. 0 P S FR E F R 3 5 2-- 7 4 3 01 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED Be TPI (TRUSS PLATE I MST IT OTE PERFORMING THESEOFUNCTIONSDRUNLESSTOTHERNISEOINOICAMEO. 1OPICHOROFSHALLFHAVEPPROPERLY A1:A1R',HEDT C D L 1 0. 0 P S FDATE 0 5/ 3 1/ 01 STRUCTURAL PANELS, BOTTOM CHORD SH A1, t. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTA. NT" FURNISH A COPY OF TNIS Df516N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC D L 5 .0 P S F D R W HCUSR352 01150175 PRODUCTS, INC. SHALL NOT BE flESP0NSIOLE FOR ANT DEVIATION FROM THIS OE SIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANOLING, SHIPPING. IN$IAtI.LNG ANO M 0 1 BC L L 0.0 P S F H C- E N G S TL/ MM A ALPINE - BRACING OF TRUSSES. THIS DESIGN CONE URMSWITH APPLICABLF PROVISIONS OF NOS (NATIONAL OESIGN SPECIFICATION PUBL151H 0 BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINI. CONNECTORS ARE MADE OF ZOGA AS TM A653 GRAD GALI. STEEL. EXCEPT AS NOT€D. APPLY CONNECTORS 10 1 .en T 0 T. L D. 5 5. 0 P S F S E 0 N - 188300 E ACN FACE OF TRUSS. AND UNLESS OTHERWISE LI)LATEO ON THI5 Of SIGN, POSITION CONNEC TURS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAI. ENGINEERING No 4 27 04 OUR . F A C . 1 .00 FROM m Al inc En 1IECClCQ P[UEIUCIS, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS P 1TauTesCity, FL 3384 COMPONENT FOR ANY PARTICtHAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER SPACING SEE ABOVE ANSI/TPI 1I995 SECTION 2. 991118B2 - WEKIVA B & D - KJ7 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. IIIIS 0WG PREPP.Rt0 1ROM COMPUllR INPUT (LOADS & D!MENSTONS) SUBMITTED BY TRUSS KKR. 100 MPH WIND, 21.40 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS WITH NO WEBS. 22-9-1 R=235 3-2-14 19-9-14R=321 U=330 l I-5 0 9-11-9 9-10-1 Over 3 Supports j R=360 U=250 W=5.657" PLT TYP. Wave TPI-95\R Design Criteria: TPI(STG TRUSSES REQUIRE EYIREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTAL(ING AMC) BR XCING. REFER TO Hill (itA NDI. ING III S7 Xtl ING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D`ONOFRIO DR., SN{TE 100. MAIi150N, WI 53114i. fOR SkFETY P0.ACTICES PR IUR TO PERFORMING THESE FUNCTIONS. tlMt. ESS OIHERWI5E INOICATEO, TOP CHORD SHALL HAVE PROPERLY AT T%CTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPI NL.Y ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTR.ACTUR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BF RESPONSIBLE FDR ANY DEVIATION FROM THIS DESIGN; ANY TAILUNE 10 BUILD THE T0. USSES IN CONFORMANCE WITX TP [: OR FABRICATING, HANOL ING. SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. TN15 Of: S It,N CONE ORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION PUBt ISHEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE 7 CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD 6ALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TU EACH FACE OF TRUSS, AND UNLESS UTHERW ISE LOCATED ON THLS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL (ik THIS DRAWING INOICAIES ACCEPTANCE OF PROFESSION kI. ENGINEf RING iU t[1¢ En IIIEXICd Products, Inc. RESPONSIBLL IIY SOLELY FOR THE TRUSS COMPONENT DESIGN SHGNM. TXE SUITABILITY AND USE OF THIS IT81TICgSCI FL 33844 COMPONENT FDR ANY PART iCUl. A0. BUILDING IS THE RESPOMSIBiL [TY Uf THE BOIL OINGDESIGN[0., PER City, ANSI/TPI 1 1995 SECTION 2. I8.2t3 Tilliam Pit. Ranieri No. 42704 AK 1 1 TC LL. TC DL BC DL BC LL TOT . LD . R - 20. 0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF Scale =.375" Ft. REF R352-- 74302 DATE 05/ 31/01 DRW H(. USR352 01150167 HC-ENG STL/MMA SEON 146822 DUR . FAC . 1. 25 FROM M SPACING SEE ABOVE 00111RR9 - tJCV TVA R 9. n - C.1'75 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRLISS`MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360.00 LIVE AND L/240,00 TOTAL LOAD. 01E 7-0-12 7-0-0 Over 3 Supports — R=335 U=190 W=4" 100 MPH WIND, 21.41 FT MEAN HGT, SBC, ENCLOSED BL.DG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. 22-9-2 R=167 3-3-1 19-9-14 R=74 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 18.2f3 AK 1 1 R - Scale =.375" Ft. WARNING" TRUSSES RfUUIRE EXTREME CARE IN FABRICATION. NANDtING, SHIPPING. INSTALLING AND TC L L 20.0 P SF R E F R 3 5 2-- 7 4 3 0 3 BRACING. REFER TO H18.91. (HANE)L ING INSTALLING AND BRACING), PUBLISHED HY TPI (TRUSS PLATE INSTI7UlE, 583 li'UNOFR IO DR., SUITE L00. MADISUN. Wl 537197, FOR SAFETY P0. ACIICE$ PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS GTHFRWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 7.0 PSFDATE 0 5 J 3 1/ O 1 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A FROPLRLY ATTACHED RIGID CE II. ING. IMPORTANT " FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC D L 10.0 P SF D R W HCUSR352 01150168 PRODUCT 5, INC. SHALL NbT BE RESPONSiBtE FOR ANY DEVIATION FROM THIS OESIGN; ANY FAILHRf: TO --- BUILD THE TRUSSES IN CONFORMANCE M(SN TPI; OR FABR[CAFING, NAMDitNG, SHIPPING, INSTALLING AND 1 B C L L 0. 0 PS F H C- I N G S T L/ MMA ALPINE BRACING OF TRUSSES. fill DESIGN CONFORMS WITH hPPLiCABLE PROY(5ION5 GF NOS (MATIt1N At OE SIGN SPE CIT IC ATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSCCIAIIOM} AND TPI. AI PINE RCONNECTagORSAREMADEOfTOGAASTMA653ORAOGALY. STEEL. EXCEPT AS NOTED. AVPLY CONNECTORS TO en TOT . L D . 37.0 PS F S E O N - 146825 EACH FACE OF TRUSS. AN UNLESS GT HERWt SE LOCATED ON THE DESIGN, POSITiOX CONNECTORS PER T q (/ DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAI. ENGINEERING jy Q, -F2704 D UR . F A C . 1.25 Alpine Engineered P70(IUCIS, Inc. RESPONSIBILITY SOt.ELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE Of THIS P eEnggi a FI. 33mt COMPONENT FOR ANY PARTICULAR 8U(IOING IS THE RESPONSIBILITY Of THE BUILDING Of SIGNER, PER SPACING 24. 0 " HaiIl'• AN51/TPI 1 1995 SECTION 2. T11— nUd' 00LDAorn roam raLAollTrl7 ImDur Ytnear a f1TMFtTS!11NS) SUSMI:[TED BY TRUSS AFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 20.99 FT MEAM HGT, SBC, ENCLOSED BLDG. NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 4.50 FT FRO14 ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 21 11 2 R=114 2-5-1 19-9-14 R=50 U=180 I'l-0-0j 5-0-12 J 5-0-0 Over 3 Supports R=264 U=180 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD( 18.241'3 AK 1 1 R - Scale =.375" Ft. WARNING— TRUSSES REOU[RE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 7 43 0 4 BRACING. REFER 10 HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 O'ONOTRIO DR., SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORN[NG THESE FUNCIIGNS. UNI. ESS OTHERWISE [NO[C ATEO. TOP CHORD SHAL1. HAYE PROPERLY ATT ACHA T C D L 7.0 P S F DATE 0 5 / 3 1 / STRUCTURAL. PANE I.S, BOIIOM CHORD SHALL HAVE A PROPERLY ATIACMED RIGID CEILING. O IMPORTANT" FURON SH A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 10.0 P SF D R W HCU SR352 01150169 PRODUCTS, INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS OE SIGN; ANY FAILURE TO BUILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND M •U1 B C L L 0.0 P S F H C- E NG S T L/ MM A 7ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL OESIGN } SPEC If (CAT 10N PIIBI. I SHEU BY THE AMFRICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE tlailleii TOT.LD. 37.0 PSF SEON - 146828 CONNECTORS ARE MADE OF 20GA ASTM A653 GRI GALY. STEEL. E%CEPT AS NUTE0. APPLY CONNECTORS TO EACH FACE 0f TRUSS. AN0 UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR, PER LRANINGS 16F A 7. THE SEAL. ON THIS ORAWING iNUICRTES ACCEPTANCE Of PROFESSIONAL ENGINEERING No 427 04 D U R . F A C . l..25 Alpine En veered Products, IliC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS P 1181TW:S CI d 33uct COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4 . 0 ° h'. ANSI(TPT 1. 1995 SECTION 2. 1111cnwr. DRFPAPfd) FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS !tER. 1771110U4 - YILNL— U a U ...I TOP CHORD 2x4 SP #2 100 MPli WIND, 20.58 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 5 21 1 2 R=56 1-7- 1 19 9 14 R=26 U=180 W2X4(A1) U-0- 0_1., 3-0-12 3-0- 0 Over 3 Supports R=198 U=180 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI(STD 18.2f3 AK 1 1 R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE: EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C LL 20 0 P S F RE F R 3 5 2-- 7 4 3 0 5 BRACING. REF LIT 10 HIT 91 (HANDLING TNSI.ALLING AND BRACING). PUBLISHED UY TPI (TRUSS PLAiE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200. MAO ISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERf0RM[NG THESE FUNCTIONS. B' ESS OTHERWISE [NOICAT ED, TOP CMORO SHALL. HAVE PROPER L'i AT IACHEO T C D L 7 . 0 PSF DATE 0 5 / 3 1 / STRUCTURAL PANF.(.S. BOTTOM CHORD SHALL HAVE A PROP ERI.Y ATTACHED RIGID CEILING. I MPORrANT— FURNISH A COPY OF THIS DESIGN TO THE 1N5TAtlATION CONTRACTOR. ALPINE ENGINEERED BC D L 1 0 . 0 P S F DR W HCUSR352 01150170 PRODUCTS. INC. SHALT. NOT BE RE5PON S ID LE. FOR ANY0EVIAT I ON FROMIH IS DESIGN; ANY FAILURE 10 BUILD THE TRUSSESINCONFORMANCEWITHTPI: OR FABR[CAT[NG, HANDLING, SHIPPING, INSTALLING ANC 01 BC L L 0. 0 P S F H C- E N G S TL/ MMA AL P I N E I BN ACING OF I USSE5. THIS DESIGN CONFORMS WITH APPLICABLF PROVISIONS OF NOS (NATIONA! DESIGN SPECIFICATION PUBLISHEU BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CON HECTORS ARE MADE Of 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS To en TOT. L D. 37.0 P S F SEEN 146832EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION CONNECTORS PE0. 'rQ V["7o /I DRAWINGS 16O A-Z. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCC OF PROFESSIONAL ENGINEERING lY 4 ! 4 [DIR . F A C . 1.25AI u1e Eu rXeered Products, LTC. R[SPGNSId ILt TY SO EIY FOR THE 7RU SS COHPONENT OE SIGN SHOWN. THE SUITABILITY AND USE Of TNIS P I'1H,, en 1F1. 33844 COMPONENT fOR ANY PARTICULAR BUI(.D(NG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER P A C I N G 2 4 .0. City, ANSI/TPI11995SECTION2. 1 991118B2 - WEKIVA 8 6 D - CJ1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 0-9-1 51— 1 C--o T W2X4(A1) 1.-00 11 0-12 E 'c 1-0 0 Over 3 Supports R=175 U=180 W=4" R=83 20-3-2 19-9-14 R=16 U=180 THIS O1,16 PREPARED FROM C.OMPOIIIR INPUT (LOADS & DI MINSIONS) SIIBMITIED BY TRUSS KIR. 100 MPH WIND, 20.16 FT MEAN HGT, S8C, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND 1C OL = 5.0 PSF, WIND BC DL = 5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI (S,D WARNING" TRUSSES REDDIRE EXIRE ME CARE IN FABRICATION, HANDLING, SHIPPING. !NSTALLING AK) BRACING. REFER TO HIB 91. (HANDI. ING INSTAI-I. ING AND BRACTNGI. PUBLISHED BY TPI (TRUSS PLAT, INSTITUTE. 564 D. ONOFRI6 UN., SUITE 200, Ma.01 SON. NI 53719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. ON L. E SS 0THERV SE INOI I. ATED, 10P CHORD SHALL, HAVE PROPERLY ATiACNIOSTRUCTURAL. PAXELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACEItt) RIGID CEILING. IMPORTANT•' FURNISH A f, pPI OF THIS DESIGN TO THE 1N ST al. t.ATlON CGHT RACI'OR. ALPINE LNGINEERLO PRODUCTS, INC SHALL NOT BF 0.E5PUNSIBLE fOR ANY DEVIATION f"ROM THIS DES"": ANY FAILURE TU BU fI..0 THE TRUSSES IN CONFORMANCE NI711 TPI: 00. FABRICATING, HANOIING, SHIPPING. INSI All ING ANO ALPINE BRA, ING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONA4 OEGiGN 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 10 EACH FACE OF TRUSS, AND UNLESS OTHERWISE EOCATEU OM IN [S OE SIGN, POSITION CONNECTORSE GINDRAWINGS160A-Z. IHf SE AI. ON TN IS ORAWING TNOILATES DESIGN PTANCE OF PRUFIs SIOM AL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLtLY FOR THE TROSS COMPONENT DESIGN SHOWN. SHE SUITABILITY AND USE Of INISp e EngiC1 FL 338c4 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF IEEE BUILDING DESIGNER, PER ANSI/ TPI 1 1995 SECTION 2. 8. 2f3 o. en 704 AK/ 1/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC OIL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" Scale=. 375"/Ft. REF R352--74306 DATE 05/31/01 DRW HCUSR3S2 01150171 HC- ENG STL/MMA SEON - 146835 SBC: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) IX4 "L" BRACE • 1) 2X4 'L' BRACE ' 2) 2X4 1: BRACE •• 1) 2X6 "L" BRACE • 2) ZX8 -L" BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 2 4' 3' 7' 3' 7' 6" 8' 7" 8' 10" 10' 3" 10' 7" 13' 7' 13' 11' 14' 0` 14' 0" S P F 1l3 41" 6' 6' 6' 6" 8' 7" 8' 7" 10' 3" 10' 3" 13, 5" 13' 5" 14' 0" 14' 0" u HFSTUD 4' 1" 8" 6' 6' 8" B 7 8' 7" 10' 3" 10' 3" 13' 4" 13' 4" 14' 0" 14' 0" 0 STANDARD 4' 1" 5' 7" 5' 7' 7' 4" 7' 4" 9' it" 9' 11" 11' 6" 11' 6" 14' 0" 14' 0" 1 4' 7" 7' 3' 7' 10" 8' 7" 9' 3" 10' 3" IS' 1" 13' 7" 14' 0" 14' 0" 14' 0" Sp 02 4' 6" 7' 3' 7' 10" 8' 7" 9' 3" 10' 3" if 1" 13' 7" 14' 0" 14' 0" 14' 0" 3 4' 4' 6' 8' e' e" 8' 7` 8' 10" 10' 3" 10' 10" 13' 7" 13' 7' 14' 0' 14' 0" c DFLI STUD 4' 4' 6' 7" 6' 7" 8' 7' 8' 9" 10' 3" 10' 10' 13' 7" 13' 7" 14' 0" 14' 0" STANDARD 4' 3" 5' B" 5' 8' 7' 6" T 6 t0' 1" 10' 1' 11' 9" 11' 8 14' 0" 14' 0" t / 2 4' 10" 8' 4" 8' 7" 9' 11" 10' 2" it' 9" 12' 1' 14' 0" 14' 0" 14' 0" 14' 0" SPF34' 8" 8' 0" 8' 0" 9 11 9' 11" 1 11' 9" 11' 9" 1 14' 0" 14' 0" 14' 0" 14' 0" H F STUD 4' 8" 7' 11" 7' i! 9' It' 9' it- 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" 0 STANDARD 4' 8" 6' 10' 8' t0" 9' 0" 9' 0" it' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" 1 5' 3' 8' 4' 9' 0" 9' lt" 10' 8' it' 9" 12' 8' 14' 0" 14' 0" 14' 0" 14' 0" S P 2 5' 2' 8' 4' V 0 9' 11" 10' 8" 11' 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" 0 3 4' 11" 8' 2" 8' 2' 9' it" 10' 5' it' 9" 12' 5' 14' 0" 14' 0" 14' 0" 14' 0' DFLr STUD 4' 11" 8' 1" 8' 1" 9' 11' 10' 5" it' 9" 12' 5' 14' 0" 14' 0" 14' 0" 14' 0" STANDARD 4' 10" 7' 0" 7' 0" 9' 3" 9' 3" 11' 9" 12' 1" 14' 0" 14' 0 14' 0" 14 0" 1 / 12 5' 4" 9' 2" 9' 5" 10' 10" 11' 2" 13' 0" 13* 4" 14' 0" 14' 0" 14' 0" 14' 0" SPF 3 5' 2' 9' 2" 9' 2" 10' 10" 10' 10" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" o H F STUD 5' 2" 9' 2" 9' 2" 10 10 0' !O" t3' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" STANDARD 5' 2" 7' 11' 7' 11' 10' 5' 10' 5" 13' 0' 13' 0' 14' 0" 14' 0" 14' 0" 14' 0" j S P 1 5' 10" 9' 2' 9' it' 10' 10" 11' 9" 13, 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 2 5' 9" 9' 2" 9' II" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0' g3 5' 6" 9' 2' 9' 6" 10' 10" it' 5" 13' 0" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0' D F L STUD 5' 6" 9' 2' 9' 4" 10' 30" 11' 5" 13' 0" 13' e" 1 14' 0" 14' 0" 14' 0"1 14' 0" STANDARD 1 5' 4' 1 8' 1 8' 1" 1 10' 8" 1 10' 8" 1 13' 0" 1 13' 4" 1 14' 0" 1 14' 0" 14' 0" 14' 0" MAL BRACE OPTION: ICAL LENGTH MAY BE RED WHEN DIAGONAL Z IS USED. CONNECT MAL BRACE FOR 810/ ACH END. MAX WEB L LENGTH IS 14'. VERTICAL LENGTH SHOWN IN TABLE ABOVE. TRUSS CONNECT DIAGONAL AT 1_H MIDPOINT OF VERTICAL WEB. ss VARMN AND BRAC PLATE IN] PRIOR TO PROPERLY FILING, ALPINE E] DESIGN] A PRI1V 151ED' PAPER AS EXCEPT A THIS DES] CCEPTAN 2X4 STUD. /3 OR BETTER DIAGONAL BRACE; SINGLE OR DOUBLE CUT AS SHOWN) AT UPPER END. Y BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE — PINE —FIR HEM —FIR 1 2.STANDARD Z STUD 3 1BTUD 3 STANDARD DOUGLAS FIR —LARCH SOUTHERN PINE 3 STUD STUD STANDARD STANDARD GROUP B: HEN — FIR 1 do BTR L SOUTHERN PINE DOUGLAS FIR —LARCH z1 12 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 90 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). G HIE — SUPPORTS LOAD FROM 4' 0' gyy+ A OUTLOOKER5 WITH 2' 0' OVERHANG. OR 12" ABOUyTj'G PLYWOOD OVERHANG. ATTACH EACH "V BRACE WITH 10d NABS. 2X4 02N OR BETTER FOR (1) V BRACE: SPACE NAILS AT 2' O.C. IN 18' END ZONES AND 4' O.C. BETWEEN ZONES. TFOR (2) 'L" BRACES: SPACE NAILS AT 3" O.C. IN 18" END ZONES AND 6' O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF Box OF WEB I MEMBER LENGTH. GABLE VERTICAL PLATE SIZES r JI.. VERTICAL LENGTH I NO SPLICE Ig" LESS THAN 4' 0' 1114 OR 2X3 L 1 GREATER THAN 4' 0'. BUT 2X4 LESSTHANIVB' GREATER THAN 11' 8" 2.5X4 NU... HEARIN REFER TO COMMON TRUSS DESIGN FOR PEAS. SPLCE, AND HEEL PLATES. REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. THIS DRAINING REPLACES DRAWING S 10015E HANDLING. SHIPPING, INSTALLING rACING). PUBLISHED BY TPI (TRUSS REF SBC—GABI0015 53719) FOR SAFETY PRACTICES SHALLHAVEINDICATED, TOP LHAVE a,-- W "'•I DATE 06 2 59 9INDICHAVEAPROPERLYATTACHEDRIGID•' RPERA COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR '» DRWG 510015EN0699 SHALLNOTBERESPONSIBLEFORANYDEVIATIONFROMTHIS04 fi - E NG TRUSSESINCONFORMANCEVITHTPAORFABRICATING, BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE i ss GN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND R.""= MAX TOT. LD. 60 PSF EC ,01ECTOIRS ARE MADE CIF 20GA ASTM A653 GR40 GALV. STEEL ,, S RSTOEACHFACEOFTRUSSAND, UNLESS OTHERWISE LOCATED ON PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES *' FOR ANYMAX SPACING 24.0' r1EP7ANCE INSTITUTE, 393 D TD PERFORMING TI RLY ATTACHED SIR NG' •.INPOR7ANT- E ENGINEERED PROIA,= DL ANY FAILURE TO KING, SHIPPING, INS' FA STUNS OF NDS (NAT ASSOCIATION) AND T AS NOTED. APPLDESIGN. POSITION C OF PROFESS Back to Gable Index rna LAU)ALLALU TAUa Ue JUS- ATTACH EACH "T' REINFORCING MEMBER WITH HAND DRIVEN NABS: tOd COMMON TOENAILS AT 4' O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3': TOENAILS AT 4' O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE GABLE DETAIL DRAWINGS A11016EN0699, A10015EN0699, A0901511140699, A08016EN0699, A07016ENO099 A11030E10099. A10030EN0699. A09030ENO699. A00030EN0699. A070301NO699 BOCCI GABLE DETAIL DRAWINGS 311016EN0699. 510016EN0699, 309016EN0899, 308016EN0699, SWO16ENOB99 S11030E1N0699, S10030EN0699, SO9030EN0699. S08030EN0699. S070309NOSOO SEE APPROPRIATE ALPINE GABLE DETAIL. (AWE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. THIS DRAWING ON zu ^r' REW/ORC47GMEMBER 2X4 I' REINFORCING MEMBER TOEMAILL, N TOENAR, TO CONVERT FROM 1,' TO ^T" REINFORCING MEMBERS. MULTIPLY _r FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES. GRADE AND SPACING) FOR (1) 2X4 "L' BRACE, GROUP A. OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM AUA)VABLE "C REINFORCED CABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ Y BRACI WIND SPEED AND MRH r" RE1NF. MBR. SIZE SBCCI ABLE 110 MPH 16 ET ZX4 t0 % 10 % 216 40 % 60 X 110 MPH 30 FT 2x4 10 X 10 X 2x6 60 X 60 X t00 MPH 16 FT 2x4 10 % 10 X 2x6 30 % 50 X 100 MPH 30 FT 2x4 10 X 16 X 2x6 40 X 40 X 90 MPH 15 FT 2x4 20 X 10 % 2x6 20 % 40 X 90 MPH 30 FT 2x4 10 % 10 % 2x6 30 X 50 X BO MPH 16 FT 2x4 t0 X 20 X 2x6 16 % 30 X BO MPH 30 F1' 2x4 20 X 10 X Zx8 20 % 40 X 70 MPH 16 FT 2x4 0 X 20 X 2x6 0 R 20 X 76 MPH 30 P1 20 10 % 20 X 2x6 10 % 30 X EXAMPLE: ASCE WIND SPEED - 100 MPH MEAN ROOF HEIGHT - 30 FT GABLE VERTICAL. - 24" O.C. SP /3 i REINFORCING MEMBER 912E - 214 T' BRAG INCREASE (FROM ABOVE) - 10% • 1.10 1) 2X4 V BRACE LENGTH - 6' 7' MAXIMUM -T" REINFORCED GABLE VERTICAL LENGTH 1.10x0'7'-7'3' REPLACES DRAWINGS GAB98117 876.719 & HC26294035 4+at, REF LET —IN VERT 5 1 DATE 06/25/99 MAX TOT.LD. 60 PSF DUR.FAC. ANY MAX SPACING 24.0' ENG 4%11911 I I I I} lJ V V E'll1 1 1. .N E R J hd' (110ND 2X•I SO. PINE #2 N. SEE TABLE BELOW FOR HIPJACK GRADE tiny cliol;l 2X-1 SO. PINE Jf2 N WFlf '', X-1 SO. PINE 3 IIIPJACK TOP CHORD LUMBER GRADE IAX NORMAL 4IVI? l(IIANG LI' N'i'll'•• 0 i 00 I l`I CIO _. il Wl 00 MAX HIPJACK OVERHANG I. ENGTIIi•i SOFFIT 2 PSF 2- 01-01 2' TYP. iv It li r CORNER SET 10 PSF SETBACK 2N 7'0°0 DENSE OR #1 N it DENSE 1' Iu 1'I14: UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UI' Lll•'•1`. 350# 200# IING. kl(': -F ++ I ll'I.II" I' IIASI:I) ON 10.0 PSF TOTAL DEAD LOAD. WIND ND-- 110 (100) MPIL MEAN IIG'r=t7.5 (:iu.0) FT. ENCLOSED. (SIiC) PkOVIDI: Ul'I.IF'r CONNECTIONS A'r HARING.; A;: INDICATED. 7' 5' I- m m? COMMON TRUSS HIP TRUSS I I I 3 5 7 2' TYP. Uf` I.II"I': 5flO# 430# 1- 1. 1 01"HONAL VERTICAL WE'11- I1SI? W1.5X4 AT 1, 01'. + ++ 110'rToM OF VERTICAL. II131; W3X4 AT TOP 11I' I.II"I' HASED ON 10.0 PSF TOTAL DEAD LOAD. WIND c I VERTICAL AND DIAGONAL WED. MITI. MEAN IiGT=22.6 FT. ENCLOSED. D. (SBC) 1 fid TOENAILS II II ion Ja 7' _ I k I651, w-3 50 END AND CORNER JACKS f III i# la 12 12 w2xa O w2x5 i w3xa i # ON i SIlIp50N 9- 10-13 OVER 2 SUPPORTS R- 662/. w-3.60- HIPJACK 1 ., (: 1) lad TOENAII:1 ALTE' UNATE LOADING TCLL 20 PSF TCDI. 20 MAX PSF HCDI. 10 PSF To' rlb. 60 MAX PSF DUR. FAC. 1.25 THIS DRAWING REPLACES DRAWING HC11795029 IC LL rc DL BC Dt_ eC LL MUD. 30 15 10 0 65 MAX PSF MAX PSF PSF PSF MAX PSF REF 7 STBK CS DATE 06 25 99 DRUG CS7SBK3A0699 ENG SJP KAR DI IR FAC. 1.113 SPACING SEE ABOVE VALLEY TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(•) OR 2X4 SP /2N OR SPF /1/#2 OR BETTER. WEBS 2X4 SP /3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X8 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH: 2) 16d BOX (0.135" X 3.6-) NAM TOE—NAILM FOR SBC OR ASCE 7-93. 110 MPH MAXIMUM WIND. 15' MEAN HEIGHT- 5 PSF MINIMUM TOP CHORD DEAD LOAD OR 2) SIMPSON H2.5 OR CONNECTION FOR 500# UPLIFT FOR SBC OR ASCE 7-93. 130 MPH MAXIMUM WIND, 30' MEAN HEIGHT. 6 PSF MINIMUM TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D ( J f 4-0-0 MAX 12 12 MAX(— W2X4 W2X4 W2X4 8-0-0 MAX--i PITCHED CUT 12 YAXf— BOTTOM CHORD VALLEY f1X3 6-0-0 W1X3 MAX SPACING W2X4 TRUSS DETAIL UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 114 "T'-BRACE, 80% LENGTH OF WEB, VALLEY WEB, SAYE SPECIES AND GRADE OR BETTER, ATTACHED WITH Lid BOX (0.113' X 2.5') NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24' OC OR AS OTHERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN OR BY VALLEY TRUSSES USED IN LIEU OF PURUN SPACING AS SPECIFIED ON ENGINEERS' SEALED DESIGN. NOTE THAT THE PURLIN SPACING FOR BRACING THE TOP CHORD OF THE TRUSS BENEATH THE VALLEY IS MEASURED ALONG THE SLOPE OF THE TOP CHORD. LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. VALLEY I W2X4 W4X4 SPACING SQUARE CUT ifBOTTOMCHORD E-N VALLEY OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL CONVENTIONALLY A) 2X6 OR LARGER SP 2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF 3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF 3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP 2 OR SPF #1/#2 RIDGE RAFTER FRAMED VALLEY DETAIL PARTIAL FRAMING PLAN COMMON TRUSSES AT 24" 01 NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH IX4 "T" BRACE IS 9'-10". RIDGE B). (C) MAX HEIGHT WITH 2X4 "T" BRACE IS I f-2". RAFTER FOR IX4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D)r(A) C) ( B 3) 16d BOX NAILS 0" TYP. li[(B) 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING V VlYIl l.V 1 1llV UULJU Al LT VV 2) 16d BOX NAILS, TOE -NAILED 3) 16d BOX NAILS, TOE -NAILED D) III (A) 3) 16d BOX NAILS, TOE -NAILED C) IV_GIRDER 2) 16d B09 NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING V105-CONV WARNING- TRUSSES REQUIRE EXTREME CARE 114 FABRICATING, HANDLING, SHIPPING. INSTALLINGANDBRACING. REFER TO HID-91 <HANDLING INSTALLING AND BRACING), PUBLISHED BY TPl (TRUSS TC LL 30 30 40 PSF REF CONV. VALLEY PLATE INSTITUTE, 583 D•OIOFRIO DR., SUITE 200. MA ISON. Wl. 53719) FOR SAFETY PRACTICES t l TC DL 20 15 7 PSF DATE 06/25/99RIORTOPERFORMINGTHESEFUNCTIONS, UNLESS OTHERWISE INDICATED, TOP 04DRD SHALL HAVE •.•.. PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID •fjiF •• ". CEILING . r:IMPORTANTWU FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ' y 7 . BC DL 10 10 10 PSF DRWG VALCONVF0699ALPINEENGINEEREDPRODUCTSINCSHALLNOTBERESPONSIBLEFORANYDEVIATIONFROMTHISLDESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIM OR FABRICATING, • HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE i BC f L 0 0 0 PSF -ENG MLH/KAR PROV+ PAPER IONN) NDS (ANDITPIALLPPINEE CSIGN ECTORSIAARRE PUBLISHEDOOFDBY 20GATASTMA6533 GRAN F40 FORESTAND TOT.t D. 60 55 57 PSF 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 Q . AJR.j'AC. 1.25/1.33 1.15 1.15 ACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENT % DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING SEE ABOVE ISTRESPONSIBILITYILTVTRPRANTP - SECTION . CLB WEB BRACE SUBSTITUTION TEIIS 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. THIS DETAII. IS ONIX APPLICABLE FOR CHANGING TILE: SPECIFIED LB 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 IIRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE: BRACING T OR L-BRACE' SCAB BRACE 2X3 OR 2X4 L ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 I ROW 2X4 - I-2X6 2X6 2 ROWS 2X6 2--2X4(t) 2Xd I Row 2X6 I- 2xe 2xd 2 ROWS 2X6 2-2X6(s) i' BRACE:, L--BRACE AND SCAB 13RACE TO BE: SAME SPECIES AND GRADE OR 13F:TT'E:R THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. O CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WEB T-BRACE NARROW FACE OR L--BRACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEE MEMBER LENGTH T--BRACE L-BRACE SCAB BRACINCT: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCA13 PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 60% OF WEB MEMBER LENGTH THIS DRAWING REPLACES DRAWING 579,640 WARNING• TR{ISSFS REOIIIRE FXTR( ME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING BIN"/ r p+ AND BNACING REFER 111 HIB-91 (HANI)L ING INSTALL LNG, AND BRACING), PUBLISHED BY TPI RTRUSS q Mp TC I.L 1 S REF CLF3 SUIIST. PLATE INSTITUTE, 503 D'UN1I'RI DR, SI)LTE 200. MADISON, VI. 53'719) FOR SAFETY PRACTICES • / - -- PRIOR 7U PERFORMING IIK:SF FIF+CllLTNS UNLESS Uir1fRVI5E INDICATED, TOP CHORD SWQ.I. HAVE ••Zf'•yi T(: DL.. PSF DATE 06/25/99 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILING. •IMPORTANT•• FURNISH A CPPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, BC DL PSF DRWG BRCLBSU80699ALPINE. ENGINEERED PRODUCTS. INC SHALL. NOT BE RESPONSTBI.E FOR ANY DEVIATION FROM THIS P7{{{.,,`_ -- DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIi OR FABRICATING, ' BE: LL PSF -ENG MLI{ KARHANDLING, SHIPPING, INSIAL.LING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY T11C AMERICAN FOREST AND • PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR60 GALV. STEEL •• I(TT.LD PSF EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON• '--- --- THIS DESIGN POSITION ONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES • , 1}UR.F ACACCEPTANCEITPROFESSIONALENGINEERIAGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENT_/igfi•1.3• ----- - - - ----- DESIGN SRHO N THE SUIT`BILITYHE LA.NDllt IUSE OF THIS COMPONENTNC, DESIGNER. PER TFOR ANY PARTICULAR BUILDINGPI1-1995 SECTION 2, SPACING