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Permits 1275 Jasmine St JOB ADDRESS f�� 7S GrD PROPERTY OWNER PERMIT NUMBER l '7911 DATE INSPECTIONS: FOOTING SLAB 4$ TIE BEAM LINTEL NAILING/SHEATHING FRAMING/COVER UP -5 - INSULATION _ -9i FINAL BUILDING - / -7 -� CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT# / 7 -'>-6 7 INSPECTIONS ROUGH -5 FINAL MECHANICAL PERMIT# / 7 S 4, 7 INSPECTIONS ROUGH FINAL -� 7 PL UMBING PERMIT# /3 3 INSPECTIONS ROUGHIUNDER SLAB TOPOUT WATERISEWER - y FINAL r - i -7 -95 NOTES: lei CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD y ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000637 Date 5/07/08 Property Address . . . . . . 1275 JASMINE ST Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 cu 1 ahu 1 hs ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LLOYD, JAMES & LIZABETH PERFECT-CLIMATE HEATING AND AIR CONDITIONING, INC ATLANTIC BEACH FL 32233 11210 PHILLIPS INDUSTRIAL BLVD JACKSONVILLE FL 32256 (904) 646-1020 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 89 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/03/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 89 . 00 89 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 89 . 00 89 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. May 07 08 12:22p Perfect Climate Htg&Air 904-262-7703 p.z r` CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION. Date: Property Address: a `�.� Ci S 11-)1r) _ Owner: 1 YYl es L I oud Telephone& C-9 Q 10 Contractor: 1 jTelephone#: (a L Contractor Address:- aIr, 1 Cef I^ r P kAJ(4 f 19 i Fax 7 6 Contractor Signature: g-�G-cf in consideration of permit given for doing lie work as described in do above smxnenk me heaw agree to perform said work in accordant wb the steaehed plans and specifications Mich are a pan hereofand in acoordaam wft dsccity of Atlantic Beach«diaaw,sed standards of mood eactice listed thaeio. Type of Hestt Few: Tf odicc 'on is being done an this building . medic or site,list banding permit number: O teas: SLP Nstwsi _Cattral Utility O Oil O Other bUCHANICAL EQUIPIMWNT TO BE INSTALLED NATURE OF WORK I v Hat Space _Recessed XCentral __ Flour 13 Air Conditioning: Room Room „Zl Cet�nal • •Duct System: I utexisi Thickness Cl Maximum capacitycfm O R+efrigetatian ❑' New E uuftg O Cooling Tower:Capacity ++�/,� Building F'm SprWders:Number of Heads Q Elevatar. _ Manli$ Escalator (Number) p of Existing Sys. umps tem O Gasoline P _(Number) O Twks ) ❑ New Installation O LPO Coatstivas (Number) (No system PMVWU31Y MsWkd) C1 Unfired Pressure Vessel D Boilers Cl Extension or Add-on to Existing System D Chas Piping ❑ Otber-Specify D Oder—Specify LIST ALL EQUIPMWM Am CONDITIONIIUq%REFRIGERATION BQUWllltwT di CONDuamiS i Approving Nurnbor Units/ DescrWw Model s Manufao M Ton's Arncy B'BATWG—IKIR1tiAM ROQ,>E M MEPLACEB&AM BANDLIM-S g Member Ua* Description Model# Maav6cbo r BrTs Agency -q Inm- enc, �cx3 1.t L T TYPe U4 serial Approving FIOWMWF Corod red MenAmcy Bao Seminole Road•Attantic Ekuch,Florida 32 33-5445 Phone:(904)Z474800• Fax: (904)147-3845• h ,/Iwww.c(;tes ti - eac .A jois Revisal 1/04 i CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION. Date: – Pro p � a Address: I, Owner: �- —F6 ry-) Telephone#: C9 0 ID`5 3� Contractor:t'e - 1 P Hed T A(Telephone#: 6`-t Co– l U�(D � I Contractor Address: JAI C'e v,f r a l ,� O Fax#:CaP60 7 6 3 Contractor Signature: In consideration of permit given for doing the work as described in the stove statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other cons action is being done on this building or site,list tl�e building permit number: . Electric ❑ Gas: _LP Natural _Central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK I ❑ Heat _Space _Recessed Central _Floor Residential ❑ Air Conditioning: _Room Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity c&n ❑ Refrigeration ❑ New building ❑ Cooling Tower:Capacity gpm 13Fire Sprinklers:Number of Heads Existing Building ❑ Elevator: __ Manlift Escalator (Number) Replacement of Existing System ❑ Gasoline Pumps (Number) Cl Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Exteni ion or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other,Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units�� Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency / Por—d( Z ",Q — 1q 6&)tg Tr(itl7e. TANKS Nominal Capacity Type Liquid Serial Approving Howmn &Dimensions Contained Manufacturer No. Agency i 800 Seminole Road •Atlantic Beach,Florida 3233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atllantic-beach.fl.us Revised 1/04 I Tertifiratt of Mccupunru (situ of Atlantic lear4 — Nloriba Department of Nuilbing Jnspation This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit No. 17211 Group Sf Type Construction Wf Fire District Atlantic Beach 3429 Geor e Road Owner of Building Kevin Bennett Address 3�CkS-O= ILz�27 Buil 'ng Address tLocality At]antic Beach FL 32233 By: DON Q. FORD wilding Official Date: 7 POST IN A CONSPICUOUS PLACE HP OfficeJet Fax Log Report Personal Printer/Fax/Copier Feb-19-99 08:39 AM Identification Result Paces Tune Date Time Duration Diagnostic 92736369 OK 02 Sent Feb-19 08:38A 00:00:50 002586030022 7.4.0 CITY OF > rtic Ve d - 9&7G4 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 BUILDING, PL4NNING AND ZONING INSPECTION DEPARTMENT CITY 0FATLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: �cfc�`= -` iLz-"y Building Permit Number : 1 -7-)Il Address : Legal Description: Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire "2- ;-7- Public -7-Public Works - ! Planning �zz 7— Building FLOODPLAIN DEVELOPMENT INFORMATION Location:: G T-- S g ,C Z-� i sFe - t4 Type of Development: A,) Flood Zone: x Required Lowest Floor Elevation: i C) If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed d velopment. Date � 13-9 �5- Applicant's Signature I� Department Use: Required Lowest Floor Elevation j a As Built Lowest Floor Elevation l Survey Filed with Building Department E �-- Building Department Represent tive 02/17/1999 15:32 9042466495 OMALLEY PAGE 02 Feb-17-99 04:02P ACM SURVEYING, INC. 904 364 1255 P.02 MAP SHOWING BOUNDARY SURVEY OF LOT 5. $LOCK 223, SECTION "H- ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, PAGE 3`. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED T0:JAMES R. LLOvO ANO UZABETH LLOYO CEIVED COONTRYWIDE HOME LOANS. INC. STEWART TITLE Of JACKSONVILLE. INC. WATSON AND OSBORNE. P.A. FEB 18 1999 ��3 LOT 5 BLOCK 224 Cil of Atlantic Beach S 00119'01, E B jilding and Zoning 50.00' (PLAT) S 00'2Q'Of' E n•ua•►1,c FDA* uw� (MEASURED o A s AMAty 1740• o. aP• LOT 5 BLOCK 223 9X X 32.s S >q ONE STORY 9 18 c� COOUINA k FRAME NO POSTED N o SPOPS40 FLDOR aEVATION.10.00 LOT 4 .r •• 4.0 •• LOT 5 SLOG,, 223 R BLOCK 223 I H LJ t" • 9, B X M b16 o WV) :Eats 06&11 •a. r wo I u Ir" ay,ix•' N 0010'01' W -cow 4140 WE No muAgOy STAMM-A(L W 47W STAKM • V W 49.79' (MEASURED) N 0019'01" W 50.00' (PLAT) I JASMINE STREET (W.W R10HT OF WATT P LEGEND' R ■ RADIUS I �X�>c. lCNOC .., L - 1FNoTN {Q . CONT-" ... NOTES: T.9EARiNO6 ARE eAsro AN TWAsAS"" OEARRIG OP N Roroo•oo'w ALOMC THE REVISIONS SOUTNON.Y BOVNDARYI UNE O!SUBJECT PMCEL VA7E DESCIOPifON 2.BY 011AP'W PLOTTING ONLY THE CAPTIONED LANDS UE 017NN FLOOD ZONE X AN 9�N1ol�yNN��ONTHE �,� NATIONAL.At-3G0 (NCE MAP DATED APR&17,19e9,COMWRATY NVMBER 120075,PANEL..�L�.• 3.145 SNRVEY REFLE.0 ALL EAWMENTS k RIGHTS OF WAY AS PER RECOROEO PUT 4//M TITLE COIIINTIIENT W SI'ft =,r 1NENINSE STATED,NO OTNEA TIRE VOWICATION HAS BEEN PERPORMlD BY 111E VNIWIS 401 4.TNS S MST NT VA VATMOUT THE BMWED SEAL 9F TMC CERTIFTINC SURVEYOR. JOB T043 OATS OF FIELD SURVEY- 02-11--99 DISK # ZIP 20 SCALE: To e 0' CERTIFICATE 2522 ORk StnR1 I r WWI T.&T 1019%OWY WAS MAGE AEWV pAP4[ A1411R4ANIa FIW44 33204 AFM AOH�Rogow TrApmA 00 AS Z►FORM eV INt ILMOA cm*")904-389-OW SOAID or 777111��tttCCCppp000[[[ S wAti RS ANO aspom W CNAPTIP 41407-C 76010A (!et) 9W+399-9175 � .q LORCA 1TAlV10S. r uQL4 lO 97oZ omsw_m SIRVEYOR AND MAPPER 4079 5TATE OF FLORIDA WAND SU YS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS r •- ,1 ST RiFET - I . --- ----- ---- - ------ ----- -- -- .-_ -.- -- - - -- - - - -l'- _, li N607,d7l / 29.q8w il-q Ln i I <O t Ln 4-ST 77 ► ' � I I - ---r: --- - - .- - - - - -- - --- -- I t � I , o •r' DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS ) HAVE BEEN MADE AND ARE SATISFACTORY : 0 7 ------------ ----------------------- ------ i ----------'-------------------------------------- I ------ -------------------------------------------------- I ------ ------------------------------------------------- I ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc : FILE CITY OF l*&eZze tread - 57&ud4 800 SEMINOLE ROAD --- -- -- -- - --- ----- ATLANTIC BEACH. FLORIDA 32233-5445 TELEPHONE(904) 247-5801) FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: _ / %- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address -� Si n c.er-.e1y, Bu_lding Department CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All aoolications must be received by P.M. on the MONDAY prior to the scheduled meeting in order to be placed on the agenda for consideration INCOMPLETE FTE APPLICATIONS WILL NOT BE PROCESSED. '3415, 111P ��-x C_ X2.277 `70C/ 7�`�`��7 APPLICANT NAME - ADDRESS TELEPHONE 2. C 6 S C�c' C 223 ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: /J a lAiEfS 7—c) 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: AJO a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X` h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "[ ]" 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY RED SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOT BE PROCE SED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II. TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: APPLICANTS SIGNATURE DATE OWNERS SIGNATURE DATE APPROVED : TREE CONSERVATION BOARD CHAIRMAN DATE 02/16/1999 13:50 9042466495 OMALLEY PAGE 03 a+Yba/ac aYC 14=9bY il.f6�6'J t'Ya�4 'LJ:i rev au�sm ....v..+ ..,•... .....�.....�.....� � ..-- .... . ...... ..�..�. --- ELEVADON CERTIFICATE G-M2.No.3067-0077 KrcOEAIIL.MGMIMY MANAGEMENT AGVl6Y fi*rac*3),1909 NATIONAL FLOOD INSMAME PROGRAM ATTEfi Y000k Use of M carftata Anna net paaddc a+�aiwr of tiro apod iristrrartoe pvtslfpss Isglwwnsl R Tttia(orrn s vood vnh to pro• vids d-Mm MAytt WhM comm try 1e Metas ooa0llm=tach oppl c *emW&m fgr 1boQpwmeasnt ardrna ww a dommirra tM PrOW k-"—Para f*-rata,iMYor ra a re"m for a LOW of MOP knmdment or tis i n(LMA or f.OLft%u an na ragwmed to rsapatd:lo Oris cei 4cfan of.daama6on urdess a www 0Mt3 r a dr *W in As upper right ommor of iiia bun. bu*- —fie ftso king Ofm aorta can be*anal an ew foioMitgg pop 9ACAONA PROPEATYNfFOAriAT1Ofi roawua�nccaaNSAN*usG aw�ocaGdkrHERSn�tr! raicrNwean .. .Tawas h 41ayd XnW:ETAEQWU&*A+r AR uwc SWo wAW Wry NMcq 011 P. RWM AND aObcrwMen aocmwrrwe NuwocR 1275 .)aAm" jLmt tms/eoiatasnrlott(t,Qaves�eacrvsra�ri rc� y �-- Lr�Sa 81ock 223, SKtitm ^H" Atlantic Beach - �` felt[ lrterx Atlantic Beach Florida 3ZZ33 •' tta�tolt a triaco ttalutuuffc pATtt atAt+(AaLq� Pravda ars fow*krg lnml vw P"w ARM(See hrinfu lwo: . ..eo..Mrrrn N�ww®c �.�ewrnui s.arPta a e+ua ov ewu aroor !,fuataoNe a eyC canoe a.ewara. le�oarrr.+eaa�1 1ZDOTS _ OOa1 Q ' 4.17..89 X NIA 7,)ndk*M Ora obvmkn d4wm syslam used an#*MFWA for ease Rood Elevaamfs(OFID:M)NAVD 29❑QtW(d*wfta ere bwk) $.Far Zags A ar V whore ne tM is Wovtded as 4s FtAK end dts am wfwnRy has ssto MAW a GFE bf INS bull4 g 01fR iWXcW the eantrr>~,nlgg 6PE 1 ( I I I !-U fast MM(cr odwr F$IM datum-as 8araI 8,teem f), ttf�Tloff c iltmwlt�ELEVATION MlrDlal1AT10N ,.tAtkly ow EAvalfOn Ca Mem kfmt e*m.hraiaaa ma d Wmm mambsrLam tits QaWWa found an Pspea 3 std Stbat hast dw Fib era svti(aet twaein s ramous.wsf . 2(4 FIRM Zeus AI-AIA AE,AN,alfd A(wah 9M.The topof tlta roWwwo WO ami hem 01s salsebA d1WW fa td 411*WWW Ort k 111 L2 tate t4GVD(Or atw FWW ddwe-o"Soc6on B.Ilam 7)- (b).FIRM Zane i-V30,VE,and v(*0 tic) TM botann of tt+o towat ewrtzolYa)ssuta+aret nten+nef of gfe rafetanoe ievar rrmN the sebltsd dagram,is at an mtevsdw off (.1 1. 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(let Af�onM+UCliOnd)awffrl ria+h wf6ifahsf+ulf0inacifesnot)Nha►stlrsrOfartrcefAfvatAaarrAyfaa,e v,wbidi �rr antelcit.�aunt res wti0lortlsl rltr►�Ig Arcrerp ras earxss of eeensr�alsn- A oesEaaruortieeen eilsvdsn G>*rlafadt ad!ysNou+sOaresa>orsetrmiaew<mmpfese-) q a Tm GWAAon at:dw W~wade inartsaw*aowl b aw is: fast NGvA for other MW daArm sw $$cow i.hem 7). ltif:"0 COWALM41TY WWORMATIUM t.n neo oomnuav' dfie i tisporudt rw vnify)ng euAd"aNvsaonf tlpecows thud»re etrfA oval irrrlcatod in Sseusn G Iters t is rot uta 9omsat%cr as defrad into aoaanfoWs}oosipiain managemw a orainanw Ihs siwaiaf of dw buil6rrgs'Wwsse soar'as daertadbr ti»ordNaanoa:a ( !J ".0 feat N6V0(another FIRM ftkov-isr►Seaton B,NOT 7), 2 Oats d s»abn-af aonskuaion er subsmftW kromwemem _ FEMA poneM-,et-MAR 97 ROLA LSAlilREIIDAMOtfl4 �a!r>dts�90EfpetCOriIMalauTlOK U`. ppM1ALI-E i �e..dp rY�,=•f.U3'a y.OW4 i f 02116f1999 13:5@ y„9@42466495 _• •• L V SWTtOW E CER"F1CA1MN This wnWcatan is'to 40 Ogewd by a tared sur myw,orMinow,or ardita wne is eutw tee by Oft or faW Jaw to CONN melon uwwMw)*”when the edeevaftn rreforrrhetrart for ZOrm*I A30.A!.AW A ItwgA BIQ.Y1—V30.VP—1 ilhd V(with tFE)is w*#bea Community Offs=ts wno are*A hwt W by WW law or wdnwvo to pre vWw OoedvWn w4naawnem b0w�mW Om sign v* conftafor.. fn thecase of Zones ACS aoet A tbaaeoW a FEMA w carnmuMW Msubd GFEf.t buNdhrg OIKCiaf.a property etwrha►a an ewws reprasantove aw also sqft the Opruftw1w, Rokre nca fav*etlapraft 6-7 and 8-M%*Valsning Pro*wes if ttw WrliNw is m,abla to a wft to threakw&4ft*0i vaMWay wall, erhdasun sift WC40sn of san,dng OquOMant,ana use.wof cpanings,or hrtl k*W won F*OW (of.Meon 59 V*Hawn{il AM kWVftd in the CanifiG�wider Captnentlt Wow, The de rain rwmber.Seeeon C.iron+t.nww sfyr be onlsrod- I ceney OAK Ow mba"Olim in swab"8 anrf C nn lois eaB wc&v rvm nes Aq boat*ftv to inhrpmt Ps meta avb*w*- _ 1 wrO6rifar+DbW afW WSO QQWrWV OW bepr AM&M by fOW of LrgeXispt>rfesmReander 76 U.S.COO&SOCV00 1001. GE*rif161S hrtwe exxerffE iftAwet tv nar.seas N lcttnal .f" Aiello V I%c t ONPenrr nAME *Dftof+Rsa3anal Surveyor a.Maipper . rveyinq, Fnc.cyry _$Wk rn 2522 Oak Streit} laeksorNrf 6 rlurid& _ 322(14 shr oatE vr,or� F r f 41 3 _ Gopies.b.Wd bb neetp CwOIie ase se,tf cow+eq+nitY e!M**Z Mowsm.stP6aetre7 .Mft%WW 3Z•bsrildMr9 ewne+ � whhh, erhwueR �r „r npe.ascaauw 900 tho Qygattls abovee idu;usrre arc pdras at which rhe otevauans OW.Ad he measured in A Zones WW V bexws" 6kssttoM tar all A ZW.Os ShWd be MON-W at 00 top Of 1M+tW~I6-W AOor- - t NraNa+R far on v Zencsstva d be mosasexed at the bodom of the 4wsm hnfaorhtel sotuCWral nearrtW, pope 2 0/16/1999 13:50 9042466495 OMALLEY PAGE 01 Watson Realty Corp.,Realtors 1117 Atlantic Boulevard FAX Neptune Beach, FL 32266 To.- From: Maureen O'Malley late: ��16 Number of Pages: 4— Phone: (904) 241-3141 Fax: (904) 246-6495 Remarks: i f i� 02/16/1999 13:50 9042466495 OMALLEY PAGE 02 a�u au r� a V-+ ♦w •t.ww♦�ViM V�YVKia. •N.�V1 � �u�u� •wu� • v FAX TRAMSMZSSZON WATS4Dk &�QA RNE, P. A. 208 Ponta vera. Pazk Drive—Shite 101 Ponta Veci a, Merida 32082 904-273-7009 FAX (944) 273-6369 OR 273-6370 DATE: a 9g TO: FROM: Christie Ts_ Cothran RE: NL7MER OF PAGES INCLUDING COVER Ss= DOCTS BEING F,7LED: 74 TITLE COQ' SURVEY Tz M*T£ REPORT HAZARD ZNS'U A Cr ' SETTLIIMMNT STATXMENT OTSER OTESR: �� /«�.. NOTE: ( ) ALL SE'T".*.MMIT FIGURES ARE SUBi�sCT TO LMERS FOAL AIIDIT AND APPROVAL. TRANSMITTAL DOCUMENT FOR JEA G DATE: The following permits have passed "rough" inspection: Permit_ No . Address 7 (� .2 7S E. ica�es�craseY:c�z�:c: bcs� c: a: :cc:�a �csc. Please update your records accordingly. Th;� p , fr' BUI DIS C K CITY OF ATLANTIC BEACH /vcb s 117 2,11 CITY OF ATLANTIC BEACH, FLORIDA Approv"by APPLICATION FOR ELECTRICAL. 'PERMIT 1 TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_ .2 IMPORTANT NOTICE: ' IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CIT`( OF ATLANTIC BEACH ORDINANCES. ELECTF41CAL FIRM: MASTER ELECIBICIANSIGNATURF " .___._„ NAME �U�� ---ADDRESS.'" e�. . " '/.01*11` RFD BOX BLDG.SIZE BETWEEN. RES: APT.( ) COMM.( } PUBLIC,( } INDUS.( 1 NEW OLD ( 1 REW.( ) ADDITION ( } TRAILERII 1 TEMP.( } SIGNS ( ) SO. FT. SERVICE: NEW INCREASE( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS 1 COPPER I ALUM.06 lmTCH OR BREAKER AMPS I PH W O AY EXIST.SERV.SIZE AMPS PH I. W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE? LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0•30 AMP8, JI•IOO AMPS. SWITCHES INCANDESCENT _ . FLUORESCENT&M.V. FIXED a.too AMPS. ovcR APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS HOY. VOLTAGE PHS N0. 111.P• I VOLTAGE PNS R. 17567 DEPARTMENT OF SUILDING 'CITY OF ATLANTIC'BEACH PERMIT INFORMATION - LOCATION INFORMATION - rmi.t Number: 17567 Aqldrea : 1275 JASMINE STREET Permit Type:MECHANICAL AT'LANT'IC BEACH, FLORIDA 32233 Ives of Work:'NEW LEGAL DESCRIPTION Constr . Type:WOOD FRAME Block: 223 ladt : 5' Trap: 0 Proposed Usse :SINGLE FAMILY' Section a Subd: 34 Rnq: 0 Dwellin#s : A Subdivis ,an:SLCTION H Est`. Value: 0.00 Impr v 4 Cost; C .oo Total Fees , 47 .00 Amount Pa P � 7 .00 Date Pat 998 rk Des : HEAT AND AIR. IN NEW HOME ,._ O N - � rAPPLICATION FEES -----47 EED -- -- Mme: K E ~47 CICS dd�' A IBA 32277 ° s { ',2An�y r �'a,elt , aa, COST KATION arse: AIR F O INC. 3AC`IL ONVIL FLORIDA 32207 I i,c: C 3 046 Exp: Type: `NOTES: NOTICE - INSPECTIONS MUST BE'REQUESTED AT LEAST 2414QURS PRIOR TO INSPECTION BUILDING MATERIAL., RUBBISH AND DEBRIS FROM THIS WORK MUST,NOT$E PLACED JN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EItHER OONTRACTOR OA OWNER ' FAILURE TO COMPLY WITH THE MECHANIC$' LIEN LAW CAN RESULT IN THE PROPERTY OWNER DRYING TWICE FOR BUILDING IMPROVEMENTS." k ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR - VIOLA�"ION OF APPLICABLE PROVISIONS OF LAW. " 14, ATLANT BEACH BUILDING D ARTMENT I I By: MT� � � BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT -CALL-IN NUMBER- IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. ess: LOCATION Street Addris m�n� � ''/ OF Intersecting Streets: Between And— BUILDING II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doinq the work as described in the abcve statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and - eccordance —th Ike City of Jacksonville ordinances and standards of good practice listed therein, Name of Mechanical r Contractors ) Contractor (Print) 1 F1 U� Master C'ACO Vj 76.1/ Name of q Property Owner Signature of Owner J signature of or Authorized Agents Architect or Engineer III. GENERAL INFORMATI6N A- Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE? ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF VES, GIVE NUMBER OF OI'TRUCTION ❑ Oil PERMIT 1 2z .J ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO DE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial Hest ❑ Space ❑ Recessed O Central O Flow New Building Air Conditioning: ❑ Room [I� Central ❑ Existing Building ❑ Duct System: Motorial -"'A n Thicknon C7 Replacement of existing system I Maximum capacity c.f.m. Wo Now installation(No system previously installed) C] Refrigeration Extension or add-on to existing system ❑ Other — Specify C] Cooling tower: Capacity g.p.m. I ❑ Fire sprinkler: Number of heads ❑ Elevator ❑ Menlift ❑ Escalator (number) THIS StACE FOR OFFICE USE ONLY (R-11+d I 1,7306 DEPARTMENT OF BUILDING `CITY OF ATLANTIC BEACH PERMIT INFORMATION - --- LOCATION INFORMATION Permit Number: 17306 A dress.: 1.275 3ASMINE STREET P rmit' Type:PLUMSING ATLANTIC $EACH, FLORIDA 32233 x lass of Work:NEW ------ -.- LEOAL DESCRIPTION Cons r, Type#:WOOD FRAME Slock: 223 L6t : 5 Twp: 0 Propdsea Use:-SINGLE F, MILY Section,' 0 Subd: 34 Rng: 4 Dwellings : 0 Subd vision:SECTION H Est. Value: 0 .00, Improv. Crest : 0.,00 Total Fees: W50 Amount Pa b0-. 50 998 %ork Des,p IN NEW HOME AI r.,axl APPLICATION FEES ama: � E 60.50 Cdr: A E , IDA 32277e..4 ob ° II4I1t? . CON AT I ON Same. J J.D. UG S S PLUM ��3 LiJACKSONV3L PL. 32216 rd : C ? vk , ESC ;. ( I'Pa f d 41kn� xa.p '.'7'�i4iM k{.4w Gkyktt..k`n LY a .4^.m..iHIflRl"k#°9!1'W*.NfireaWwnwwmnA.±'nmaPplretrnw+r �ptmm^'^* a= d r ^svd a txxxx y g NOTES: NOTICE - INSPECTIONS MUST BE REOUESTED AT LEAST 24 HQURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND IDESRISFROM THIS WORK MUST 1UOt BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND AWAY BY EITHER CONTRACTOR OR OWNER 6 'TAIL.URE TO COMPLY' WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE pit ERTY OWNE# PAYI a TWICE FOR BUILDING IMPROVEMENTS.,, ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION;FOR , V10LATION OP APPLICABLE PROVISIONS,OP LAW. x,58 14 Met z s ATLANTf ACM BIILOIN(a PARTMENT �� c i8 5188 By: , CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 1 a 75 JR5 OWNER OF PROPERTY: Ke vin Berra e i BUILDING CONTRACTOR: XCey'`n Be"91?4t PLUMBING CONTRACTORd Va-uAGle� `� Phu m/¢chi} iaCJ AND ADDRESS: a8aa flu�fjn�n 8a�� TELEPHONE NUMBER: / -D P33 STATE LICENSE NO: e O338�b TYPE-OF BUILDING: TYPE OF WORK: 5( HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY 1 WATER HEATERS r BATH TUBS DISHWASHERS URINALS , DISPOSALS ____CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER �- TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AMD FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CULLED INTO PUBLIC WORKS FOR INSPECTION BEFORE COVERING UP - (904) 247-5834 PSR-3844 17211 t)EPARTMENT OF SUILDING 4 CITY OF ATLAN TIC BEACH .. PERMIT INFORMATIONLoch, T ON INFORMATION Permit Number 17211 A dress : 127'5 JASMINE STREET Permit 'Y" Pe:BUII bINCi ATLANTIC BEACH, FLORIDA 32233 As$ of Incark.NE i Constr. Type:WOOD FRAME "` LIENAL DRS+CR I PT I CIN ProposedtJe:BINDLE FAMILY Block.: 223 Lot :.a -Twp: y__0 Dwelling . 0SeCtlanY 0 SL�bdY34 Ftn�r, 0 Est. Value0 -00 Subdivision:SZC.TION R 0 •00 Improv , C'ost : 103 ,594.00 Total Fees ° 3 ,592 84 Amount Paid: 592 - 84 , Date PIfo ` 9/24f98 rk D zso: 04LE F'AMIL'Y HOME PER PLA NB - YiSF 1414 N Mme:~KEVIN' ,I � � APPLICATION FEES -�- ddr: r , AT IMPACT PRE 723.00 JAG 2II?A 322? 410 .0f3 EWER IMPAC RE Lone:� � �� 1 , 250 e 00 " AT B 57 ewz ONI` RATION _ ADON CAB 0. 37 Name: RENT E �� AP I TAL IMPROVE. 325 .00 dch 4 ER OD �Rt ''!`AF'.,., ,.CI.(3 ,ru �. A 'S0 L � "I�t � .. A2177 ,. ROES CONNECTION S.�l.o> CSC05$388 E p t 35 . 0 x�Je: ��E�� -' � �+��+��y"+�'R { IMPACT FEE '�J'C�. 0[{. CNAROR/ATLYBCH , Ee aM, a 0 4 NOTES. NOTICE INSPECTIONS MUST BE REQUESTED AT LEAST 24<HOURS PRIOR T01 INSPECTION BUILDING MATERIAL RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE.PLAC D,IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED SWAY BY EITHF.R`CQNTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICV'.LIEN .LAW. CAN RESULTIN THE PROP OWNER PAYING TWICE FOR BUILDING .IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS'WHICH ARE PART OF THIS PERMIT AND SIUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW, tlratorz JLAHIER 4294% bk-el 1b6i Paymat f i�tc.£4 ATLANTI EACH BUILDINDEPARTMENT By: \ RECEIVED PROPERTY DESCRIPTION MAY 15 1998 Lot # Bloch # Section # 14 CRY Of ANnfig 0@40 Subdivision: i4T QCT Building and hning Street NameDESCRIPTION OF K WOR or Address: Vvk-0'J� ST_ (If in a FLOOD HAZARD Flood Zone: area complete page 3) Brief DescrJptior.N�� T� Class of Worh: rvaW Nom, Remodel/Addition.. ZONING I.NFORMTION Type of Construction: I=flY - Zoning Proposed C,V District: Use:.s�� Estimated Value Kxn. Exceptions or Variances Materials: Granted: /�C17�`z-- Solid, or Filled Ground: --Root:�T S Method of Heating: /-�]�t,� A M4- O'WNEK INFORMATION Property Owner: -Phone: Mailing Address Zip: CONTRACTOR INFORMATION Uzi (AJ 17 tuA FE- Cantractor: uAt--j-T-(4 Phone: 90� ?67s2/3Ot'G- Mailing. Address: �'a°t�t L 3 Zz77 Zip; Expiration STATE LICENSE NO: C Date I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE. AND CORRECT. ALL PROVISIONS OF TffE LAWS AND ORDINANCES GCVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAMS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. +r ��Owner Signature DATE S'_ PS Contractor Signature DATE-7< /Ij- SWO D SUBSCRIBE➢ BEFO ME BY THIS /�S� DAY OF 199 . -- NOTARY PUBLIC ,,,, aaMa amoneae Mr COMWSSMN r(MMI E RIA' aVW rr,2000 eoMo�mxumorr�wrt,� CITY OF ATL-•A�-NTIC BEACH PERMIT CALCULATION SHEET Address 2 S- Date J " � Heated Sauare Footage @ (0 2.0 0 per s ft = $ Garage/Shed �� @ $aper sq ft = S Carport/Porch 2 _.a S per sq ft = S f _ _ Patio l- �- @ S � per sa ft TOTAL VALUATION : _Total Valuation 1st s Z n� /2Ile 7 Remaining alue Pr - per thousand portion thereof TOTAL BUILDING FEE $ Q ` + 1/12 Filing Fee $ 3 0 0 A )) Fireplaces @ $15 . 00 $ /,S`.©a BUILDING PERMIT FEE �� ,D 0 WATER IMPACT FEE $ lO.b O SEWER IMPACT FEE $ !' .2 S v. 0() WATER METER/TAP CAPITAL IMPROVEMENT S_ SEWER TAP S� qyyj1RADON (HRS) . 0050 ai SECT'ION H PAVINGD.O<3 HYDRAULIC SHARES S — b CROSS CONNECTION S 3 S OTHE� SURCHARGE . 0050 S CF, $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimminaPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : 2uluoZ pueu�pti�8 tjoea8 olluelIv 10 966l S l +?Y 03A13D3d 63' 10" 30' q 28' ' I I I I n rn ► -i m I m 1 Q1 I N I � _ I I LJ I N I I ri I I N 1 I - I I I I I I I 63' HIGHLIGHTED WALLS ARE INTERIOR BEARING REQUIRED BY TRUE TRUSS, INC. ACCEPTED BY, DATE JOB LOCATION: v DESIGNED BY: JOB DESCRIPTION: JASMINE 6 a m 971674 QUALITY REMODELING Z PAP y Z D O O 971674-QUALITY REMODELING & FRAMING JASMINE 6 - 7' End Jack) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MF"it. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI , # BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 Dense WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 03-10-03 PROVIDE (2) 16d TOE-NAILS AT TOP CHORD. PROVIDE (2) 16d TOE-NAILS AT BOTTOM CHORD. 11-6-4 6 F- 3-10-3 W2X4(Al)= 8-0-0 L*--2-0-0 _�E 7-1-8 —I 7-0-0 Over 3 Supports R=404 W=3.5" U=310 PLT TYP. Wave TPI-95 Design Criteria: TPI -95 (STD) 18.2c4 FL/-/2/-/E/-/- Scale **WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND [ T C L L 20.0 P S F R E F R732--56246 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUDLI SNED BY TPI (TRUSS PLATE y'�G R�!''y fif INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO F• /� STRUCTURAL PANELS. ROTTOMPER To RMI NG TH ES E 'ON CTION SCHORDUNITESHALHLHHAVESA PROPERLYHATTAACHEDHRIIGIDACEL LILING,PROPERLY OR _M�`.�jA"E1FI[� ✓AX Tl, D L 7.0 P S F DATE 03/11/98 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •G a, BC DL 10.0 PSF DRW HCUSR732 98070001 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO r 1 BUILD TBRACINGHE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPINGNOS , INSTALLING AND 4.7 f ♦ p _A17SPECIFICATION TRUSSES.OF PUBLISHED BYSTHHES AMERIOCANORFORESTTANDP PAPERS ASSOC HIATION)SAND TPI.(N ALPIDNA NEL DESIGN (� U C L L 0.0 PSF HC-ENG J T D/W P F CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ++(J''L�� STATE OF ;'�'. T 0 T.L D. 3 7.0 P S F S E Q N 51789 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �y`•�' ^Mt-_A .any_ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE HF PROFESSIONAL ENGINEERING V}h`.(•V•f'S \YV D U R .FAC . 1 .2 5 FROM S D S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANH USE OF THIS v II81rieS Clt},FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.0" ANSI/TPI 1 1995 SECTION 2. 971674-QUALITY REMODELING & FRAMING JASMINE 6 - 1 ' End Jack) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS.MFf:. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #2 Dense WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 00-10-03 PROVIDE ( 3 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. 0-10-3 8-6-4 B-0-0 W2X4(Al)= L2-0-0 1 1-0-0 ver Supports R=372 W=3.5" U=330 PLT TYP. Wave TPI-95 Design Criteria: TPI -95 (STD) 18.2c4 FL/-/2/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPIRAC (TRUSS PLATE ETo .R. A, TC LL 20.0 P S F R E F R732- -56245 �NSII TUT 83 PERFORMING THUSEDFUNCOTTONSDRONLESST0 HEERWISEE 200, DINDICAWED, TOP19NOROFSHALLFHAVEETY PPROPERLY ATICES TTACHED _a 4'�'��PI(„` f"Y�f TC D L 7.0 PSF DATE 03/11/98 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. v �'y "Q�`-�Ji **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED *0 �.+ BC DL 10.0 PSF DRW HCUSR732 98070013 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Mp r 1L•' �'^�} J�^ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND • f t E/,f # g C L L 0.0 P S F H C-ENG J T D/W P F UNAC ING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROV ISI0N5 OF NDS (NATIONAL DESIGN l(h/J("7y' SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE " CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE;QF ;'F,. T 0 T.L D. 37 .0 P S F S E Q N 51787 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER1•.�I�M ,` D U R .FAC. 1 .25 FR0M S D S DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING <R'; Alpine Engineered Products,Inc. RESPONSICOM P ONENTILIT FORM ANYOL PARTICCULARF OR EB U TLDIU SSNGO I THE TRDESPONSI B I LOIITY OF THE BUN. THE LDBI N GI D ES IGNER, POR THIS It8lilc`$City,F1. 33 ANSI/TPI 1-1995 SECTION 2. I "��\_ SPACING 24.0" (971674-QUALITY REMODELING & FRAMING JASMINE 6 - 3' End Jack) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS,MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 Dense WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 01-10-03 PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. 6 F— 9-6-4 1-10-3 8-0-0 W2X4(Al)= L-2-0-0 _IF 3-1-81. —� 0-0 Over 3 Supp ts R=289 W=3.5" U=270 PLT TYP. Wave TPI-95 Design Criteria: TPI -95 (STD) 18.2c4 FL/-/2/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R732- -56243 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 4`C �,'y�/ INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53)19), FOR SAFETY PRACTICES PRIOR TO `F /� STRUCTURAL PANELS, BOTTOMFUNCTIONSCHORDONE ESHALLLHHAVEER SA PROPERLYINGE DATTACHEDORIIGIDRD S ACEILING,LL HA PROPERLY ATTACHED : p,�fiFl ;PERE RM I NG TH ES ��ti TC D L 7.0 P S F DATE 03/11/98 D **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED *0 0 �" UC DL 10.0 PSF DRW HCUSR 732 98070012 BUILD PRODUCT T HE TROSSESAIN CON OR MANCEL L NET HE OW IT HNII L TPIOROR AN E ABRICATINGN HANDLINGFROM S DESIGN PN NG,ANNSTALL IN GEAND ,TO ;r I p / BRACING OF TRUSSES. THIS OF IG CONFORMS WIT H APPLICABLE PROVISIONS OF NDS INA fIONAL DESIGN 4fff'`fff i U C LL 0.0 PSF HC-ENG J T D W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANU TPI. ALPINE .(�' CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �^��}+�� S,(TyATE:OF �'. T 0 T. L D. 37.0 P S F S E Q N 51785 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •�''�M`�, DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /�5 �.T_� \\ D U R .FAC . 1 .25 FR0M S D S Alpine Engineered Products,In e. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS � /�J COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER •• L` Ite131c'S CIiY,FL 33844 ANSI/TPI 11995 SECTION 2. SPACING 24.0" 971674-QUALITY REMODELING & FRAMING JASMINE 6 - 5' End Jack) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS,MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 Dense WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 02-10-03 PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. 10-6-4 6 � 2X4(AW2X4(A2-10-3 (Al)42 8-0-0 L-2-0-0 �E 5-1-8 �_5-0-0 Over 3 Supports R=339 W=3.5" U=350 PLT TYP. Wave TPI-95 Design Criteria: TPI-95 STD 18.2c4 FL/-/2/-/E/-/- Scale **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R732- -56241 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE yt Ep p fif INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 1, STR UERFOCTUBM I AL P ANEL SNG TH ES E FU CTfON B OTTOMSCHOR DESHAF HAVE SA P R OP ERLYOATTAC HEDOR DI G IDALL HA V E C EIL INGPROPERLY ATTACHED �` •A'�IFI�` , VAS, TC D L 7.0 P S F DATE 03/11/98 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �L`� N" BC DL 10.0 PSF DRW HCUSR732 98070011 PRODUCTS, INC. SHALL. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Pier INCM BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND • r p/� BRA ISPECIFICATION NG OF TRUSSES, HEOTBYSTDESIGN IONFORMS WITST AN APPA P ER ASLICABLE PROVISIO SOF AND NOS TP I (NATIOONAL DESIGN i (l B C L L 0.0 P S F H C-ENG J T D/W P F CONNECTORS ARE MADE OF 20GA ASTM A65CA N3 GR40 GALV. STEEL, EXCEPT AS NUTED. APPLY CONNECTORS TO .,�yLSTATE(lE ;�. T 0 T.L D 3 7 .0 P S F S E Q N 51783 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER (yam••••A t�. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING «`iii�"/h ( D U R.FAC 1 .2 5 FROM S D S V. Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hames Cit,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S P A C I N G 2 4.0 Y ANSI/TPI 1-1995 SECTION 2. (971674 QUALITY REMODELING & FRAMING JASMINE 6 - 9'10"13 Hip Jack GirderJHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 7.0 PSF, WIND BC DL = 10.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 SETBACK. CORNER JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE (3) 16d TOE-NAILS AT TOP CHORD. PROVIDE (3) 16d TOE-NAILS AT BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 03-10-03 W2X6111 +11-6-7 4.24 3-10-3 W2X4- 0-4-3 8-0-0 W3X6 (R) III W2X4(Al)= �2-9-15 �1E 9-11-9 _I 9-10-13 Over 3 Supports--� R=435 W=4.95" U=400 PLT TYP. Wave TPI-95 Design Criteria: TPI -95 (STD) 18.2c4 FL/-/2/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R732- -56240 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE yj Ep p fif INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO s �� /� PERFORMING THESE EDNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED _a`.Y/'ei'E�F�(��,k Y TC DL 7 .0 P S F DATE 03/11/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED G Or'��'-a �," BC DL 10.0 PSF DRW HCUSR732 98070010 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIPIN GN; ANY FAILURE TO h�9P I� '/' J p BRACING BUILD I OFTTRUSSESUSSES IN CO NMOSMD E SIGNANCE CONFORMSTH TPI; OWITHAAPPLICABLE PRODV[S[ONSSOFP NOSG(NATIONALINSTALLING AND DESIGN ,� W ,r # U C LL 0.0 PSF HC-ENG J T D/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _A17 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAIV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO $TATE;C7F ;' T 0 T.L D. 3 7 .0 P S F S E Q N 51781 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF SIGN, POSITION CONNECTORS PER MM�r++��.. �' DRAWINGS 160 A-Z. THE SEA ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /31 � � D U R .FAC 1 .25 FR0M S D S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS - II81t1eS C1 FL 33844 COMPONENT FOR ANY PARTICDLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 2 4 0" �, ANSI{TPI I-1995 SECTION 2. (971674-QUALITY REMODELING & FRAMING JASMINE 6 - T5 32' Stepdown Hip GirddPj DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense :T2 2x6 SP SS: 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N :83 2x4 SP #2 Dense: ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. (A) 2x4x8-0-0 SO. PINE #2 (OR BETTER) SCAB BRACE. CENTER SCAB ON BOTTOM CHORD AT VERTICAL AS SHOWN WITH 10D COMMON OR A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 0.131"x3" GUN NAILS SPACED AT 2" O.C. STAGGERED THROUGHOUT. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W5X8= W2X4111 W3X4= W5X8= 6 r T2 6 �j 8-0-0 W2X4111 W3X8(Bl)= (A) HS412= W2X4111 W3X8(B1)= HS2512= W4X8= D D 0-p- L_ 7-0-0 1 18-0-0 I 7-0-0 Le 32-0-0 Over 2 Supports R=2162 W=3.5" U=1550 R=2162 W=3.5" U=1550 PLT TYP. Hi h Stren th,Wave TPI-95 Design Criteria : TPI -95 STD 18.2c4 /FL/-/2/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 16.0 P S F R E F R732- -56239 BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP] (TRUSS PLATE ��G p �jf INSTITUTE, 503 D'ONOFR[0 R. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO `1.�. nG.�iF, T C D L 7 .0 P S F DATE 03/11/98 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED '`` STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y••. ••''�� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED CJ �I6, " BC DL 10.0 PSF DRW HCUSR732 96071001 PRODUCT S, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO r I, BUILD INE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND r tl � * B C L L 0.0 P S F HC-ENG J T D/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS X[TM APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN , SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF „ T 0 T.L D 3 3.0 PSF S E Q N 9353 ' CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /•��`•�( •� Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ••••.•• D U R .FAC. 1 .25 F R 0 M S D S I'Iajnes CI FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4 0" Ty' ANSI/TPI 1-1995 SECTION 2. (971674-QUALITY REMODELING & FRAMING JASMINE 6 - T16 32' Common) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING PREDICTED HORIZONTAL MOVEMENT IS 0.25" DUE TO LIVE LOAD DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. AND 0.17" DUE TO DEAD LOAD AT ONE SUPPORT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 08-04-03 W5X5= 143X4 W3X4, W2X4III W5X5� 6 r— --16 W5X5� 3 W6X8= 2 1-9 3 �. �8-0-0 W3X5 (Al W3X8= W6X8= W5X5- W3X8(A1)- W2X4III 12-0-�I1-2-0- LiE 0 16-0-0 SIE 16-0-0 8-9-12 T 7-2-4 i 16-0-0 LE 32-0-0 Over 2 Supports 'J R=1296 W=3.5" U=850 R=1296 W=3.5" U=850 PLT TYP. Wave TPI-95 Design Criteria: TPI -95 STD 18.2c4 FL/-/2/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R732--56237 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO h��ER-+P�f PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,a`,•P'{1F1 '' /�}� T C D L 7 .0 P S F DATE 03/11/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p/� **IMPORTANT** FURNI SN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED +�I1J0! BC DL 10.0 PSF DRW HCUSR732 98070008 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM 1HIS DESIGN; ANY FAILURE TO L` - BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND • rf r # B C L L 0.O P S F H C-ENG J T D/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN , lc- SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE:C)E' T 0 T.L D. 37 .0 P S F S E 0 N 51791 EACH FACE OF T0.USS, AND UNLESS OTHERWISE LOCATED ON IHSS DESIGN, POS1T[ON CONNE CTDRS PER ++ y�Mt �� , DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /,�(1`.(r,.rf� >, D U R .FAC . 1 .25 FROM S D S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS v_/i2 IlHlnes C1 FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 40" Ty. ANSI/TPI 1 1995 SECTION 2. (971674-QUALITY REMODELING & FRAMING JASMINE 6 - T8 32' Common) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MPR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 :Wl 2x4 SP #2 Dense: WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 08-04-03 W5X5= W5X5% W5X5� W3X6% W2X4= 6 r 6 ) W5X8= J 3 W T 3 1 0-0 W5X6 (R) N1 �8-0-0 W5X5= WH4(A1)= UX3- W3X6 (Al)- W2X4111 0--Ql, Iz o-D 16-0-0 SIE 16-0-0 �I 4-3-8 11-8-8 16-0-0 fE 32-0-0 Over 2 Supports R=1477 W=3.5" U=1000 R=1114 W=3.5" U=760 PLT TYP. Wave TPI-95 Design Criteria: TPI -95 (STD) 18.2c4 FL/-/2/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 7 3 2- -5 6 2 3 5 BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED DY TP] (TRUSS PLATE ��f A a�f INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO GG4 �/, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL. HAVE PROPERLY ATTACHED �`a4'r'''A"y�F� '�'✓ T C D L 7.0 P S F DATE 03/11/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •rI BC DL 10.0 PSF DRW HCUSR732 98070009 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO L^ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND * rf B C L L 0.0 P S F H C-ENG J T D/W P F —A 4117 BRACING OF TRUSSES. THIS DESIGN C.ON FOR MS WITH APPLICABLE PROVISIONS OF NO (NATIONAL OF SI GN ' ' ' SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO .��1y $TATE;qF TOT.L D. 37.0 PSF S E Q N 51777 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER (y;• �......... , DRAWINGS 160 A-Z. THE SEAL ON THIS DRONING INDICATES ACCEPTANCE SU PROFESSIONAL ENGINEERING Vin`• ��/ D U R .FAC 1 .25 FR0M S D S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS USS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS V ItHllTi;S C1ty,FL 33844 COMPONENT FOR ANY PARTICULAR BOILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.0" ANSI(TPI 1-1995 SECTION 2. (971674-QUALITY REMODELING & FRAMING JASMINE 6 - T7 32' SCISSORS) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS. MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING PREDICTED HORIZONTAL MOVEMENT IS 0.28" DUE TO LIVE LOAD DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. AND 0.19" DUE TO DEAD LOAD AT ONE SUPPORT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 08-04-03 W5X5= W5X5% W5X5� W2X4= 6 r W2X4= 6 W6X8= J 3 3 `— W5X5= �8-0-0 W3X8(Al)- W5X5= W3X8(Al)- 0 0 12-0 0 i 16-0-0 16-0-0 fE 32-0-0 Over 2 Supports R=1296 W=3.5" U=850 R=1296 W=3.5" U=850 PLT TYP. Wave TPI -95 Design Criteria : TPI -95 (STD) 18.2c4 FL/-/2/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE h T C L L 20.0 P S F R E F R732- -56232 INSTITUTE'PERFORMING THESEDFUNCOTIONSIO DRUNLESSSO TOTHPRWISE0 MA DINDNCAWED, TOP19HORDF3HALLFHAVEPRACTICES PROPERLY AT TACNED `_ n�1FI[,• f'Y�f T C D L 7.0 P S F DATE 03/11/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "(G�` 4'N: jy **IMPORTANT_ FURNISM A COPY OF THIS DESIGN TO THE IN CONTRACTOR. ALPINE ENGINEERED '� �uI �y BC DL 10.0 PSF DRW HCUSR732 98070007 PRODUf,TS, INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO h)'8F' I P BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND • t! .J�r B C L L 0.0 P S F HC-ENG J T D/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 3 SPECIFICATION PUBLISHED RY THE AMERICAN FOREST AND PAPER ASSOC IATIONI AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO $TATEi F TOT.L D. 37 .0 P S F S E A N - 51775 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CON NECTOftS PER •,'•�� a'.�. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '\ D U R.FAC. 1 .25 F R 0 M S D S Alpine Engineered Products,It1C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAOILITY ANO USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUITOING DESIGNER, PER +• S P A C I N G 2 4 ANSI/TPI 1-1995 SECTION 2. (971674 QUALITY REMODELING & FRAMING JASMINE 6 - T9 32' Stepdown Hip THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MrR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING PREDICTED HORIZONTAL MOVEMENT IS 0.28" DUE TO LIVE LOAD DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. AND 0.19" DUE TO DEAD LOAD AT ONE SUPPORT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 07-10-03 W5X5= W5X5- W5X5� W5X5� W2X4= 6 r � 6 W5X12= 3 3 W2X4s–, W5X5- W5X5= 8-0-0 WH8(Al); W3X8(Al)- 0 0 Jz 0-0 E 15-0-0I2-0-0 I_ , 15-0-0 _ I l 16-0-0 r_ 16-0-0 �1 fE 32-0-0 Over 2 Supports R=1295 W=3.5" U=850 R=1296 W=3.5" U=850 PLT TYP. Wave TPI -95 Design Criteria: TPI-95 (STD) 18.2c4 FL/-/2/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE G fl A TC L L 20.0 P S F R E F R732- -56231 INSTITUTE, 583 DFUNUFRIOCTION OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �•• P,i T C D L 7 .0 P S F DATE 03/11/98 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1��f'`•`••�F,I fA. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V ,Y-i'' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '0 '•� PRODUCTS, INC. SNA LL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN FAILURE TO hj'ar I � BC DL 10.0 PSF DRW HCUSR732 8070006 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND r B C L L 0.0 P S F H C-ENG J T D W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ' CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPINA S NOTED. APPLY CONNECTORS TO �\x1 STATE OF TOT.L D. 37 .0 P S F S E Q N 51779 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIG , POSITION CONNECTORS PER V'�� DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING (l `optw+ , D U R . FAC. 1 .25 F R 0 M S D S Alpine Engineered Products Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS I'IHIIlCIt,FI. 33 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIG NER, PER C SPACING 2 4.0" Y ANSI/TPI 1 1995 SECTION 2. (971674-QUALITY REMODELING & FRAMING JASMINE 6 - T6 32' Common) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFIt. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 08-04-03 W5X5= W5X5% W5X5� 6 —I 6 W2X4o\ W2X40 A 8-0-0 W3X5 (Al)= W3X4= W5X8= W3X4= W3X5 (Al 2-0--Q -0 0 I_ 16-0-0 I 16-0-0 I fE 32-0-0 Over 2 Supports _ ' R=1296 W=3.5" U=850 R=1296 W=3.5" U=850 PLT TYP. Wave TPI -95 Design Criteria : TPI -95 (STD) 18.2c4 /FL/-/2/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 7 3 2- -56230 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W] 53719), FOR SAT E TY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED R'�ff'�fn"�'�1FJ�,`'•;Y TC DL 7 .0 P S F DATE 03/11/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED TO a11J�, / " BC DL 10.0 PSF DRW HCUSR732 98070005 BUOI LDDCT HE TRUSSESAIN CONFOR MANCE LL NOT HE OWITHLT PIOROR ANFA8R ICATINGN HANDLINGFROM S DSH IPP[NG,ESIGN A[NSTALL INGEAND rl J'/ 1i� p / BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 77� U C L L 0.0 P S F H C-ENG J T D W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE:OF TOT.L D 37 .0 P S F S EON 51773 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ..��1y EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '�Mt`. -+ DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING U �./R Uf` D U R .FAC. 1 .25 F ROM S D S Alpine En eered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS P Hai-�s City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER +r SPACING 2 4.()" t Y ANSI/TPI 1-1995 SECTION 2. (971674-QUALITY REMODELING & FRAMING JASMINE 6 - T1 32' Ste down Hi THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MrR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 07-10-03 W5X5= W5X5= W5X5% W5X5� 6 r— --I 6 8-0-0 W3X5 (A1)= W2X411I W5X8= W5X5= W2X4111 WH5 (A1)= L, 15-0-0 _12 0 °I 15-0-0 J fE 32-0-0 Over 2 Supports R=1296 W=3.5" U=850 R=1296 W=3.5" U=850 PLT TYP. Wave TPI-95 Design Criteria: TPI-95 STD 18.2c4 FL/-/2/-/E/-/- Scale =.1875" Ft. -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R732- -56228 BRACING, REFER TO HI891 (HANDLING INSTALLING ANU BRACING), PUBLISHED BY TPI (TRUSS PLATE ��?�• �, INSTITUTE, 583 D'ONOFA IO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO �. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PRUPERLY ATTACH EO _a` jQ«1F�• ✓X T C D L 7.0 PSF DATE 03/11/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �1 V -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � � BC DL 10.0 PSF DRW HCUSR732 98070004 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TOBr 1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FAB 0.ICATING, HANDLING, SHIPPING, INSTALLING AND ' r M BRAC[NG OF TRUSSES. THIS DESIGN CUNFOR MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN + f BC LL 0.0 P S F HC-ENG J T D/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANU TPI. ALPINE TOT.L D 37.0 P S F S E A N 5 1 7 6 3 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ' C"r�'� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `'!'TA F DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING {1�. /� D U R.FAC. 1 .25 FROM S D S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS /��/�7y��U C�r,y 7 IlLU..City,FL 33$44 COMPONENT IDR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S P A C I N G z 4. " 'F '� Ik y ANSI/TPI 1 1995 SECTION 2. 971674-QUALITY REMODELING & FRAMING JASMINE 6 - T2 32' Ste down Hi THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 06-10-03 W5X5- W5X5- W5X5% W5X5,-- 6 r 6 F 13 8-0-0 W2X4111 W5X8= W5X5= W2X4111 W3X5 (A1)= W3X5 (A1)= — 0 0 -0 0 I 13-0-0 I 6-0-0 I 13-0-0 I 32-0-0 Over 2 Supports R=1296 W=3.5" U=860 R=1296 W=3.5" U=860 PLT TYP. Wave TPI-95 Design Criteria: TPI-95 STD 18.2c4 FL/-/2/-/E/-/- Scale =.1875" Ft. *WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND p T C L L 20.0 P S F R E F R 7 3 2- -56227 BRACING. REFER 70 HIB-91 (HANDL IN6 INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ��R' �f INSTITUTE, 583 D'ON OFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICA7E0, TOP CHORD SHALL HAVE PROPERLY ATTACHED �'+';•�FI•,'^ T C D L 7 .0 P S F DATE 03/11/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. + +k� p _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED +G �f0. _ G " UC DL 10.0 PSF DRW HCUSR732 98070003 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY fAI LURE TO hJdP lL d BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND tf � # B C L L 0.0 P S F H C-ENG J T D/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF No (NATIONAL DESIGN i SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 7 A CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED.. APPLY CONNECTORS TO $TATE OF ,, T 0 T.L D. 3 7 .0 P S F S E Q N 51765 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER RESPO NSIB IRAW NGS LNTY SOLELY THE SEAL OTRUTHIS DRAW ENT D EDSIGNTES ACSHOWNCE PTANHE OSUI PROFESSIONAL UNEIOFETHNS '�,� •� D U R.FAC 1 2 5 F ROM SDS Alpine Engineered Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSI81LITY OF THE BUILOING DESIGNA NOER, PER SPACING 2 4.0" Ilautes City,FL 33844 ANSI�TPI 1-1995 SECTION 2. (971674-QUALITY REMODELING & FRAMING JASMINE 6 - T3 32' Ste down Hip) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 05-10-03 W5X5- W3X4= W5X5z >--I 6 r 6 W2X4- 8-0-0 W3X5 (Al)= W5X8= W5X8= W3X5 (Al)= 00 00 1— 11-0-0 I 10-0-0 I 11-0-0 I FE 32-0-0 Over 2 Supports IR=1296 W=3.5" U=860 R=1296 W=3.5" U=860 PLT TYP. Wave TPI-95 Design Criteria: TPI-95 (STD) 18.2c4 FL/-/2/-/E/-/- Scale =.1875" Ft. -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R732- -56226 BRACING. REFER T%NIB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 4,ir pe-8 R'F}fi/ /� INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO `G ,./ T\, D L 7.0 P S F DATE 03/11/98 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED i1 f.1F1 YA. STRUCTURAL PANELS, BOTTOM CHORD SHALL OF TH ISHAVE A PROPERLY ATTACHED RIGID CEILING. p S*IMPPR PRODUCT SAN INC. SHALLLIINOTABEHRESPONSIBLEDESTFORGNANO TOEVIATIONHE INSTALLATION THHISTDESIGN; AANYNEFAIIGUREEROH r a r'1NO B C DL 10.0 P S F D R W H CU SR 732 98070002 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND « 1, i B C L L 0.0 P S F H C-ENG J T D/W P F QjjZ SPECIFICATIONRACING OF H PUBLISHEDTBYST HH ES AM ER I OCA NO FOREST TANDP P A P ERLE PROVIS AS SOC TAT I ONI SAND TPI,OF NOS (N(NATIONAL NEL DESIGN '7]77"' CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATr'M C?F T 0 T.L D. 37.0 P S F S E A N 51767 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �j DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /'(�5��`.�L( {� �` D U R .FAC . 1 .25 F R 0 M S D S Alpine Engineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS `+12+...... IIHiI1ti5 City,FL 33844 COMPONENT FOR ANY PARTICULAR BOIL DING IS INE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S P A C I N G 2 4 () ANSI/TPI 1-1995 SECTION 2. 971674-QUALITY REMODELING & FRAMING JASMINE 6 - T4 32' Stepdown Hip) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, " BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 04-10-03 W5X5- W2X4111 W5X5= W2X4- W 2 X 41�-- 6 —1 6 8-0-0 W3X5 (Al)= W3X4= W5X8= W3X4= W3X5 (Al 0-0 o I, 9-0-0 I 14-0-0 I 9-0-0 fE 32-0-0 Over 2 Supports R=1296 W=3.5" U=870 R=1296 W=3.5" U=870 PLT TYP. Wave TPI -95 Design Criteria: TPI-95 STD 18.2c4 FL - 2 - E - - Scale =.1875" Ft. 'WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING,, INSTALLING AND TC LL 20.0 P S F R E F R732- -56224 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE p RACTICES PRIOR I PERFORMING THINSTITUTE ESEU F UNCCTION SIO DR ON'LE SSTOTHERW I SE WC AWED, TOP19 HORDFSHALL SAFETY HAV EP PR OP ER LY ATTACHED � A�n f�� STUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A NO ATTACHED RIGID CEILING. ?'�f"q�k•;�y' T C D L 7.0 P S F DATE 03/11/98 _1 MPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 1 0.0 PSF F D R W H C U SR 7 3 2 98070014 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO MSB(' lol ! / BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND < '' B C L L 0.0 P S F HC-ENG J T D W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OY ISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PURLI SHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE ' �- CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO .�(JL�, STATE;OF %SCJ T 0 T.LD. 37.0 P S F S E 0 N 51769 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `y�••• DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /�1•• O�ttC�:_`, D U R FAC. 1 .2 5 FROM S D S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS .ham . W(l HffineS Cit,PI 33S4I COMPONENT GOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4. " r y ANSI/TPI 1 1995 SECTION 2. SIN 5211 RIGHT-J SHORT FORM 12-04-97 File name: Job #: PLAN: 1488 Htg Clg For: QUALITY REMODELING & FRAMING Outside db 17 91 KEVIN BENNETT Inside db 70 75 Design TD 53 16 Daily Range - M Inside Humid. - 50 By: Grains Water - 36 Method Simplified Const. glty Average Fireplaces 0 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Model Model Type Type Efficiency / HSPF 7 . 2 COP/EER/SEER 10 . 0 Heating Input 0 Btuh Sensible Cooling 19740 Btuh Heating Output 0 Btuh Latent Cooling 8460 Btuh Heating Temp Rise 0 Deg F Total Cooling 28200 Btuh Actual Heating Fan 1000 CFM Actual Cooling Fan 1000 CFM Htg Air Flow Factor 0 . 027 CFM/Btuh Clg Air Flow Factor 0 . 058 CFM/Btuh Space Thermostat Load Sensible Heat Ratio 82 ROOM NAME AREA HTG CLG HTG CLG SQ.FT. BTUH BTUH I CFM I CFM FOYER 27 3733 961 101 55 LIVING 360 6921 3503 187 202 BEDROOM 2 141 3553 1242 96 72 BEDROOM 3 138 2494 1054 67 61 BEDROOM 4 141 3594 1249 97 72 BATH 2 58 1108 618 30 36 KITCHEN 196 3679 3305 99 190 DINING ROOM 127 4745 2390 128 138 MASTER BEDROOM 179 5309 2217 143 128 MASTER BATH 72 1416 686 38 40 W. I .C. 45 484 130 13 7 -------------------- Entire House d 1484 37036 17354 1000 1000 Ventilation Air 12243 1848 Equip. @ 0 . 95 RSM 18242 Latent Cooling 6292 -------------------------------------------------------------- TOTALS 1484 49279 24534 1000 1000 MANUAL J: 7th Ed. RIGHT-J: V2 . 12 Department of Community Affairs SN: 5406 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: PLAN: 1488 BUILDER: QUALITY REMODELING & FRAMING AND ADDRESS : PERMITTING CLIMATE OFFICE: ZONE: 1I_I 2I_I 31_1 OWNER: PERMIT NO. JURISDICTION NO. CK 1 . New construction or addition 1 . New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3 . 0 4. If Multifamily, is this a worst case (yes/no) 4. 5 . Conditioned floor area (sq. ft. ) 5 . 1488. 00 6 . Predominant eave overhang (ft. ) 6 . 1 . 33 7 . Porch overhang length (ft. ) 7 . 6. 00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O . Osgft 167 . 00sgft b. Tint, film or solar screen 8b. O . Osgft O . 00sgft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 . 00 , 211 . 00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00, 1890 . 00sgft a. Adjacent: 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00, 290 . 00sgft 11 .Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=19 . 00 , 55 . 00sgft a. Under attic (Insulation R-value) 11a.R=30 . 00 , 1488. 00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6 . 00 , uncond 13.Cooling system 13 . Type: Central A/C SEER: 10 . 00 14.Heating System: 14. Type: Heat Pump HSPF: 7 . 20 15 .Hot water system: 15 . Type: Electric EF: 0. 93 16 .Hot Water Credits : (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 . Infiltration practice: 1 , 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points) 19 . 99 . 47 a. Total As_Built points 19a. 32957 . 58 b. Total Base points 19b. 33132 . 64 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed ( � this building will be inspected for PREPARED BY: 7 compliance in accordance with Section DATE: 17553 . 908 F . S . I hereby certify that this building is in compliance with the Florida Energy Code " OWNER/AGENT: <. - _._. �. BUILDING OFFICIAL: DATE: ., DATE: r ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES . ------------------------------------------------------------------------------- Windows 606 . 1 Maximum of 0 . 34 CFM per linear foot of operable sash crack ( includes sliding glass doors) . ------------------------------------------------------------------------------- Exterior & 606 . 1 Maximum of 0 . 5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel, insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606 . 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ------------------------------------------------------------------------------- PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- Ductwork 606 . 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606 . 1 Equipped with outside combustion air, doors and flue dampers . ------------------------------------------------------------------------------- Exhaust Fans 606 . 1 Equipped with dampers . Combustion devices see 606 . 1 .A. 2 . ------------------------------------------------------------------------------- Combustion 606 . 1 Be in unconditioned space (except direct vent) , draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences . ) ** ------------------------------------------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-12 . Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. ------------------------------------------------------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- HVAC Duct 610 . 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610 . 1 .ABC. 2 & 610 . 1 .ABC. 3 . Duct in attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet. ------------------------------------------------------------------------------- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- Insulation 604. 1 Ceilings minimum R-19 . Common Walls - Frame R-11 or 602. 1 CBS R-3 both sides . Common ceiling & floors R-11 . ------------------------------------------------------------------------------- SUMMER CALCULATIONS BASE ___ __= AS-BUILT - - GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------- ---------------------------------------------- N 45 . 00 65 . 8 2961 . 0 DBL CLR N 45 . 0 38 . 3 . 89 1537 . 7 E 59 . 00 65 . 8 3882 . 2 DBL CLR E 6 . 0 79 . 7 . 82 392. 1 DBL CLR E 20 . 0 79 . 7 . 89 1424. 0 DBL CLR E 33 . 0 79 . 7 . 61 1608. 4 S 20. 00 65 . 8 1316 . 0 DBL CLR S 20 . 0 66 . 2 . 82 1085 . 7 W 43 . 00 65 . 8 2829 . 4 DBL CLR W 7 . 0 79 . 7 . 72 399 . 7 DBL CLR W 30 . 0 79 . 7 . 91 2183 .8 DBL CLR W 6 . 0 79 . 7 . 82 392 . 1 ------------------------------------------------------------------------------- . 15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS I POINTS ----------------------------------------------------------- ------------- . 15 1 , 488 . 00 167 . 00 1 . 337 10, 988. 60 14, 686 . 56 9, 023 . 49 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1890. 0 . 9 1701 . 0 Ext Wood Frame 11 . 0 1890 . 0 1 . 70 3213 . 0 Adj 290 . 0 . 7 203 . 0 Adj Wood Frame 11 . 0 290 . 0 . 70 203 . 0 DOORS---------------- Ext 20 . 0 6 . 1 122 . 0 Ext Insulated 20 . 0 4. 10 82. 0 Adj 18 . 0 2 . 4 43 . 2 Adj Insulated 18 . 0 1 . 60 28. 8 CEILINGS------------- UA 1482 . 0 . 6 889 . 2 Under Attic 30 . 0 772 . 0 . 60 463 . 2 Under Attic 30 . 0 716 . 0 . 60 429 . 6 Under Attic 19 . 0 55 . 0 1 . 10 60 . 5 FLOORS--------------- Slb 211 . 0 -37 . 0 -7807 . 0 Slab-on-Grade . 0 211 . 0 -41 . 20 -8693 . 2 INFILTRATION--------- 1488 . 0 8 . 0 11904 . 0 Practice #2 1488 . 0 8 . 00 11904. 0 -------------------------------------------------- TOTAL SUMMER POINTS 21 , 741 . 96 16, 714. 39 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS --------------------------- -------------------------------------------- 21 , 741 . 96 . 37 8, 044. 53 16, 714 . 39 1 . 00 1 . 070 . 340 1 . 000 6, 080 . 70 WINTER CALCULATIONS BASE __= I =_= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------- ---------------------------------------------- N 45 . 00 -10 . 6 -477 . 0 DBL CLR N 45 . 0 7 . 3 1 . 16 380 . 0 E 59 . 00 -10 . 6 -625 . 4 DBL CLR E 6 . 0 -9 . 2 . 51 -28 . 3 DBL CLR E 20 . 0 -9 . 2 . 70 -129 . 4 DBL CLR E 33 . 0 -9 . 2 -. 11 32. 9 S 20. 00 -10 . 6 -212 . 0 DBL CLR S 20 . 0 -28 . 4 . 91 -516. 2 W 43 . 00 -10 . 6 -455 . 8 DBL CLR W 7 . 0 -9 . 2 . 24 -15 . 2 DBL CLR W 30 . 0 -9 . 2 . 75 -207 .9 DBL CLR W 6 . 0 -9 . 2 . 51 -28. 3 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS I POINTS ------------------------------------------------------------------------------- . 15 1 , 488 . 00 167 . 00 1 . 337 -1 , 770 . 20 -2, 365 .92 -512. 58 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1890 . 0 2 . 2 4158 . 0 Ext Wood Frame 11 . 0 1890 . 0 3. 70 6993. 0 Adj 290 . 0 3 . 6 1044. 0 Adj Wood Frame 11 . 0 290 . 0 3 . 60 1044. 0 DOORS---------------- Ext 20 . 0 12 . 3 246 . 0 Ext Insulated 20 . 0 8 . 40 168 . 0 Adj 18 . 0 11 . 5 207 . 0 Adj Insulated 18 . 0 8 . 00 144. 0 CEILINGS------------- UA 1482 . 0 1 . 2 1778 . 4 Under Attic 30 . 0 772 . 0 1 . 20 926 . 4 Under Attic 30 . 0 716 . 0 1 . 20 859 .2 Under Attic 19 . 0 55 . 0 2 . 00 110. 0 FLOORS--------------- Slb 211 . 0 8 . 9 1877 . 9 Slab-on-Grade . 0 211 . 0 18 . 80 3966 .8 INFILTRATION--------- 1488 . 0 7 . 4 11011 . 2 Practice #2 1488 . 0 7 . 40 11011 . 2 TOTAL WINTER POINTS 17, 956 . 58 24, 710. 02 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 17, 956 . 58 . 55 9, 876 . 12 24, 710 . 02 1 . 00 1 . 070 . 472 1 . 000 12, 479 . 55 ******************************************************************************* WATER HEATING ******************************************************************************* BASE __= I =_= AS-BUILT ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------- ---------------------------------------------- 4 3803 . 0 15, 212 . 00 40 . 93 1 . 000 3599 . 3 1 . 00 14, 397 . 33 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ __= AS-BUILT ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 8044. 5 9876 . 1 15212 . 0 33, 132 . 64 6080 . 7 12479 . 5 14397 . 3 32, 957 . 58 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- ***************** * EPI = 99 . 47 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99 . 5 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear I -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 29 . 6 I -------------------X- I R-0 R-7 Wall R-Value . . . . . . . . . 11 . 0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0 . 0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 0 IX-------------------- I 9 . 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12. 0 Electric COP/HSPF . . . . . . . . 7 . 2 I -X------------------- I 0 . 78 AFUE 0 .90 Gas AFUE. . . . . . . . . . . . 0 . 00 I --------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 Electric EF. . . . . . . . . . . . . . 0 . 93 I ------------X-------- I 0 . 54 0. 90 Gas EF. . . . . . . . . . . . . . 0 . 00 I --------------------- I 0 . 40 0 . 80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Address � 2 �D Signature: City/Zip t3)A0c Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASURE ENT OF WATER DEMAND FOR EAC2 WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE, WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY MATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) r 2— WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) CC143INATION SINK AND TRAY (3) LWA.SHING ?SACHINE (3) 3 POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) �_YZTCxE'i SINK (2) DENTAL LAVATORY (1) 'KITCSEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (I) GRINDEY (3) BIDET —URINAL STALL, WASHOUT (4) FLUSHING 1114 SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL. SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY. BARBER/BEAUTY __ ___ICE ;MAKER (1/2) SHOP (2) SURGEONS SINK (3) © LAVATORY, SURGEONS (2) .JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNI75 d • J 1 $20.00 EACH ; ��Q �0 JOB IvFORHATION bj C 375 r,ocd 97277185 t]..d'�'/11Recorded 110tice Of C0111111elice Ile,, 02:23:0('�2yr�P.M. (Iaf/AG[IN OV It1GAT[ HENRY W. COOK CLERK CIRCUIT COURT DUVAL COUNTY, FL N To whom It may concern: REC. $ 6.00 MThe undersigned hereby Informs you that Improvements will be made lu ccrt.ln re.l properly, and in accordance with section 113.13 of the Tlorlds Statutes, Uro following l,torrn.uon la ,:.ted Ir, U,Is NOTICE Or COMMENCLMENT, 121 a Desctlpllou of properly L C� i -`� - GC._�� 7 7 `:i -I l r t------------- --------- - ---- ---- - --------------- ------ r - > ---- --- - ---•----------------------------------- - - 0 antral description of Improvements ________________________________________________ -------------------- ---------- - ----_-_--__--_----------- ,-,------ �-------- --------------------------------- --------- ------------------ Own4 -----^ Address ------------------- Owns e* la site of tha Improvement -------- < .----�-� 1l Ll_I-- ----------- Fee Simple Title holder (If oUwr than owner) ..........._-----------_____________--_--_ Name -------- Address ------ --------- - -------------- --------------------- - ------ ----- ' Contr�stoin��.�!�.�'.�'�_.CSC.1hSs2+%_L�INSr�_�':��ll'1�-�f.?- ---•��eb�r� ---------- . y - Address < '�•L-------------------------- _-------- — - Surety (if any) -----—--------------------------------------------------- --- Address --_—------------------------------------------------------------Amount of bond t-------------- Name and address of any person mrking a loan for the construction of the Improvunenn. Name -------------=-------------------------------------------------\----------------------------� Address ... ------- — Namt of person wlthln the State of Florldr, other than hlmsclf, designated by o,vnn uiKm whu;n J- of eihrr do Ny;o:nt{ may be nerved: Name ---------- ------------------------------------ - - -- Address------------ -------------- ---- -------------------- --- -- -- - --- - In addition to himself, owner designates the following person to receive a copy of U,o Llenor's tJOUca as provided in Section 113.06 (3) (b), Florlda Statutes, (Fill In at Owner's option), Address fLir - -------- V7SNIS iMCY FOR at►COAD eN•e Use ONr.Y li;V Ns=fes' . Sworn to and subscribed before me U,ls day of�.,. �--�, K_ 1,�=-''-, I c1c, r 'Qtar7 Puss.iC 91-197