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Permits 1335 Jasmine Street f a AiDDRESS 3 3 .9 (I)M2,., A�/�- BUT L2ING PERMIT NUMBER L,�EA7 3 �� INSPECTIONS : FOOTING C) UNDER SLAB PLUMBING SLAB 'Z- Lo -�1 FRAMING 41- / S- COVER-UP `�`-�s� 7 TNSULATION `T- FINAL BUILDING (v - 3--9 k CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH FTNAL MECHAN I CAL PERMIT # ` PLUMBING PERMIT # NOTES : BUILDING, PLANNING AND ZONING INSPECTION DEPARTHENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: - 22- 966 Building Contractor: Building Permit Number: /5-73 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: i -O o �►_j_ 7— required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire 1V'A Public Works �°-ZZ -�F� Planning Z Building (, 2 Tertifirate of Manpanq Mtv of Atlantic Nettrll -- Nloriba Department of Nuilbtng Inspection 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 carious ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg.Permit No. 15735 Group w.frame Type Construction 9f_.— Fire District Atlantic Beach Owner of Building Kevin W. Bennett Address 1335 Jasmine Street Buildin dress 1335 Jasmine StreetLocality Atlantic Beach, FL 32233 By: DON C. FORD --building Official Date: G � 3 POST IN A CONSPICUOUS PLACE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . Tatifiraft of Mrrupnq Titg of Atlantic +NeaI:4 — gloriba 113purtmml vf Nuilbiug 3nsp tion 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. 15735 Group w.frame Type Construction sf Fire District Atlantic Beach Owner of Building Kevin W. Bennett Address 1335 Jasmine Street Buildin dress 1335 Ja ine StreetLocality, Atlantic Beach, FL 32233 ( 1,k By: DON Q. FORD 3 1 wilding Official Date: Cs - , POST IN A CONSPICUOUS PLACE W23/1998 13:55 9642466435 WATSON PAGE 82 UVIVn4 ITIE 21;16 ru VO4 175 4;40 ►rars�nv v ,K�.. wv.. _ --------------r ..... ... .... .�. Ar IfAPfQ1M1'NG �'pt�NArRY` �" 01f WP o ,LOCK ` ,�morN AS N9009010 AV PIAT BOW a,PAM�—OF. 9 tPiNMtlC CMS a,OVVAL C"ry, FLOWA awym /++JIoC +SD.CX7r O •g 3t•3 V �1 Q :fid w `. 0 Q Rfd° 97 • 41 � �•GMA•.J 40V04A4 � I I. RECEIVJMI ru JON, 2 3 1998 r b 3 City of ,atlantic Beach o 4 z Building and Zoning ` w.er. !I-r�A.� �.-zu-9re AM AS sCAt D sROw rc0 ,rAe.K'�' � rloav HA �•�•-- . TEar vKoriaerr 7w dr OF *d»614 , FL~ DATEifOF **$0*X RA Tr APAP�_.,.-.�� IMdT C 1E A �}#/G1 AS 7W-STATE ,,U1gYORS, INC. — JAats1QN� FLORIDA 0+1 �s�-,a � $411 OA16WADM WAY $WOW /2 dAVVS �#A=� III UNE A$�� p« Va ltpWY DOES NOT'IKFt4�Cr drt O[TE y�iu WK r PIP o rr me Rrow+u1 M A S1E? , +„t i mw oN ice`G Y pi � 'a 7- ow a�Mev w� I 00 ATE 1 i DATE` FLOODPLAIN DEVELOPMENT 1NFORIv1ATION C G - ��-e 223 5 S Location:: T Type of Development: Flood Zone: Required Lowest Floor Elevation: 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 development. Date Applicant's Signature �--' Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department V U( ) o" K. — Building Department Representative 0 F-FL N _ STET_ 7 -- - - - - - -v - - - + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �•�- - �v/ 2945, x Irr - (,o+ � Ix t 20 I I I; i�, Ll i I 7- wi �I 66/1911998 10:23 9042466495 WATSON PAGE 01 water►.Reaq Corp.,Makati 1117Adastic Boakw*M FAX Nie Reach,FL 322.66 The Desk of Dater John 01 Malley Number of Pages; Phone: (904) 241-3141 Fax: (904) 246-6493 �. _ ........... .............................. .......- 06/19/19SS 10:23 90424664SS WATSON FAGF 03 ..... ... �.. .� v. ...r..... r...111 M IY-..IY1 r•♦Y..YJ I•.rH>. X111 CUM VA{KM Utz"(IFI"TE O.M.S.No.3D67-Don +. H:DI tlAt1 fiWRQWWY MAWAGWOMr AGENCY IP" NATIONAL FLOW RWJRAME PROGRAM xrmmnm us*attib dertilmm dont pet pay**s vmwer*to 0ow vw naaaPnOWAr attroenMIS tam de usW ooip to pm.i v9te aao onftion kabaaWiiaas nroaewy to aalurs areap/anoe vaAh apPirs6te aoaawlaia>iYArraMlria aaMr►ono+4 ft down** VW plops iaommoaoae i I&A a aft wwoteauppar a n>ata�for a laser at oArp aiauradaaent�P�MA or iAMR}vbu era not >rq� w re�prrd q Mtis oofteodee of iaotafma>dion ualesa a veN t7tlf6 aaurtlet nutb►r is did In nig amw•eck corner of this 10ML Maaayaaoairnra for ooaaNpAstrg ttifr Meat tint 1nR�wafl m ties faNaw4�penes, • A 'MtOPiMTy MM�QIIMA'rigi aR1n>wsufarfe;etwar�iNYUlE frtctnar:onuMrswarae ,. MpLiGYNlea�lt fAlailt/aCapitil lip.v rwv.a.lfn►�Nw�e�$%pimpan NOW NUMMI JIMMYIWCNLNRIdt an~r+oa�spaPeaafa,.«ww,><w.r.m.ra �tTt.r�►.r�'.0 9cr4� —�F�TarL. SECZ14fY• t1ppD Nif�'tA�M1Prt fliflT#:atufi(dA�IliC4RA1K1fON *iasltMthe�lbievrtrgUpaANtptl�tsrlNADt($Mrk�u : • •++��':"":..•"`,..... r. Laolaay..}'}'Maarn LMIIEL�p1/Edl ssaPnac '4aN7BQFNlelaarlJt ,,." r' 11d0OfLWIQIOw J Zoo?T �Odf7t • `� 4 r 1,�—99. ''��.f::� �..;: �. 7.fnde>tta vw ormoon d"0%ame wa an gin#", r fare iaobd ewsions appeSt9 lk,ft*rtiAav,.tanr,oYttraeMWoan!»F Atane+hsoompwa�ilylas _ +Ns.Ax�a1e �" tMao�drwif]rs' 1.1..1.L..l.i..(,1MetuCiVbMeottwPillWtdndaniee rp- '' r , seal"C tltlti ONe�IN trYQION MIM�OsttlAl�i�;_ �=�s,-' t,(idag the t�+adtyoa Cer+iiat.lewuaiorw;.irarioaae the dagrwn pume.r atom+n.d4pwr found an rr0e.s and b Mas faaf aw,lber thr atm tiulldr+ofs oeNafnor iruai�,!., z(U felt Zane A1,A3Qi,AmL Atl.grad A(wlh 8Fq. The taro w fo rerofwm*e W floor tl on 9*,,*, d4vtum it at an.taaooion of( f l l i.0leetf lGYO(aralMr 6fgl+t daeuar-ins Setlion%.TAM 7} abi FTares vl-vat►WE aM v(arRa f3f _tAr Naatoa►of ttw kwNet hodwnw eensaearal MNt mOnwr et d»/etacenape lanai from um triaged doamN%is at on owaimn eti ►_„ 1,,;j,i 1J leaf fim ow od er rmm dwwp•esoa Saton s,sen+7). ' (�.i1PAt Zana a(vNfltaut PJF�,{.Tar floor used artha mfperaoa isurt moat a+a amtrrteo daaogra tr L,1J.L.14reta6ora d or • . • eemr.Q( ony tt+e niAn.ati praw sa(sarnat fti�eaite�. '(�.��tee moor wad as art rstwe.wr tpw Brom eu saiaeeia da0rart is W.0 foer ataw(�or heiorr Q(d+ae* Dori 1M1OWWW Sleds adlae"tans•h A0rtX Ono O&W dwAh mffA r w av Mbda,is ft IxGWi Ws aoweat floor(*wove WAD IaIamidaneav4MWooewmx slwodvleowowawaanwr*w*O 0 was p No fl t» a a kWWM*a*elk i doWm sydam smW in dprmi ft ata si+eMs axawr+aje w+ra{afawionI-9"NOvo w©fxar(wwodba a�Or►OorWMM M hpa 2). (WOM Nana 0*4ftrr ddUM idea is R Mo W"W M dadevaaYpns is aARr.nf flwn doer uvad on ow pow x"h-*l a Awn#an oaaai�rd ar e>esararts fa foe ditty awn uaadon tAo FdAAr andsAaiw t<ra canvaraian atl 1* utrtPar Caaomm an>*p 21 a 4,.EW ation rmim aaa amk uses s p j oors or FIRM:❑Yea Mf4c lSta triYW%m an Pap 41 +fti The a Mateo!%vw Nwason it hesad oaz mar awt anwus4an Q aw arifta a E (ACE UO o/cm#&t ftn dr.m*w is a*WNOlydu 60ft dxs meyar haww ft rrai wwo Urrot Aoelrlw0w n.a~ Oto sit ows aatr ai aadpbe osis!Aw die 6udiatrg dta*V too oouvw ofammudton.A AaetmvoreeuolWn Etasaawn COMM ..atbprnouivaiona.aoaNsaviaiouryo�areip4sr,► r R The viv eef o of flu Am Woo wmaa76 *Soo"W10 b Aft ie:Z.I feat Novo(or doter PIAM datat a-we Srar'or►8f.fiam 71. OuddCym D COWAvjwry WORMAM" ' 1.tf Yae oaraaaswaipr afiaat rpoor►p'p1e longntyUap m�efevaatWrra apedfias egRtha rtMnaw wnd&aoieea.d'r►stafen C,item t { '• • it eetflM'IeMalat 11edf�as drtned ip thr OanMKltlilt/a raaflepaaigaC eainarrre.�INev»Ipta 01'nir 6aadinpY'bwrat 'toot'iyt aletbrrd btr ttr o►q'rWnor kr:l I f l l l.(.,j tact nr0vp(or etiarr ttiRM da�ta�p-sae Saaien B,farm 7y- Z dw 4f ihs @m d aoareuebbn oraeAiaaarM iMprorernetaa FWAFeaa$I-el,MMW MA MA4NiMNSldD" SEE ddtMlRSESIDFNOR 06/19/1999 10:23 9642466495 WATSON PAGE 04 S*CfiQM 9 CFftfiFtCAroOk Thti ft0load"is a be S*os by a bindor wrhbod who is audotod by same or beat ta.Igor***Volta"bdoneallofl+d+aa oft of $*A;Mon afonAl-A30.AE.AK A per►WUV1-V=.VF-NW V(FAIR ME)it r�irtid CommW*otRdds Who art mow%w by wat"w or wonsm a ao wovw noo4ho manapow mMb wdmwt,aw aw sw!ha 9otaT oftn. In Ow last of Zonal A4 and A OvVwA a FEMA or owwmt"ty M&Ad VqM,a brl*V 0004 0 000"aww or art owows nptaatintatvt"w alto air aft prldl o". Rtk"Ce k%*daww"s C 7 and a-bbsbp wft peature"ft atMYW k u"oft to patsy to away wax. andaM alta.WW"of sable V 0**Nant area um,wall opt wVr,or=WOW Acta F6ftroW*on I-Faatoo(O tot iffdadad in ft aanifi—ft atlas c0off tlMm btleMc T7ft 41mos m raw1w Secimt G.NMI.T►At:ati be en1- lEaataYy a'rtt LAt iMamaSon h Ssedonur B arra Con ehb art�Otta w�orttants n+y bad NVbrts•wlrrAarprst m.omtpmaiM�Wa twti'a+seeAdefisrsaylMtt sttttat++erft ma�rbtprieAsflte byfiirtar�unditr tB Ei,S.CaN:SeaOlon 7001. CERtafWsh�itE uCEnaa aresselo rtfe ootna►tvw�uc ;✓ 7 Eak Carr srntlt ar It Copies this, aor.i)am ummtry a SOK 2)commormiattNaanoa apetwcemp+�+ys awtt$w+nurro rwmtrc ;� �1vsyaT,i•' :tfllo TS) �i� �Af �4ceea F �xr, F Y • w Y 7lOsE5 31trEt IOrte efwca asba r arm ice{ ,n*diaprarnt nowt Mto*ats aw polrna&V vAfigl l aw obwadOM should be onortttd bl A Zama and V Zoews. E rAft fs tor'dl A Zona OWuM!bt nfeasuted w 00 top of t m I**MOa www%m dwatbfs for aG V Zonas ahetdd be ftmwjme at the bohtorn of d»wwest horltw"WOMAW"Wnd - page 2 06/19/1998 10:23 9042466495 WATSON PAGE 02 �•• v�------- - -- MA P eYAP "ONING BOMMARY SMVXY OF LOT_ ,RUX-X f I S AS MOWN ON MAP OF CdG7'Jcrery N TdAA.,Pwe As MoRlpEn Ar fXAr WW_�A' ._PAda. So cr naa pCOX aCaVs a'DUM COMM, naM4 t�QT1� FOR: Mau 1AA6 .67e&47" rFo r.,wj ty ((Q'' 44 a:-3 a o Gv,Qcrruq� tU A 4,V 4) ado 3z.s• Ss' K: ECEI V D oy `'�•� _aye��' �,.,� �,�, .►fir.� 19 199 4 Pity of Atlantic each Building and Zo ing tW MM-Mry srralry MOW*"APPEAR$' M IK W WN FLOW '_•' rg MM MWMRoca "AMWCF*AM MAO—L_FM )W OTY OF �e7ri„�w�y7+cnom" *AnD ..,.A-f;t,, L_ AND rs SviOwu As A a,WMFr Oftr AND Mor A Hair of 8sIt SAYe/EW*S 44Y 5WX ".!J SV M W0 S6 C 75T-72" BCAAwds DAM ov LAM:'AS SMOAN. ne►,r�r a,►iw ow -errMr Me IM1kKkJf roe so" sm o war wa,powy #A 1RJ! Sf 4M / Tw p IG isa�a PAM •a_� A AjA�C DATE- PRE-SERVICE ATE:P`:E-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORIT`i 030 WEST DUVAL STREET JACKSONViLLK, PLOHIDA 32202 THE FOLLOWING FINAL INSPECTION( S ) HAVE BEEN MALE AND ARE SATISFACTORY : 7, -------------- ------ ------------------------------------------------- -- ------ ------- --------------------- --------------------- ------------------------------- ------ ------------------ ------------------------------- Enclosed are the blue copies of the permits. SING BUILDING INSPECTION DIVISION = FILE CITY OF >*ear ' Feacl - 57e 300 SEMINOLE ROAD .ATLANTIC BEACH. FLORIDA 32233-3445 TELEPHONE ('104) 247-5800 FAX(904) 347-5805 NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building insaection has beer, completed on each of the folloWing addresses and construction water is no longer needed: Permit Number Address Si Building Department TWFERTY DESCRIPTION 1XCCAEIV Lot # S'3. Block #z-23, section EL) Subdivision: DEC , 3 y 1991 DESCRIPTION or WORrc Street Name Cit or Address-:-�A`�j�y�`t'j��__ �- y of Atlantic Beach (If in a FLOOD HAZARD Building and Zoning Flood Zone: area complete page 3) Brief Description /ViTtJ _'5ZAJ6-L z_ FA C4 Class of Work: New Remodel/Addition: ZONING It TI10N Type of Construction: 1 Zoning z-- Zoning Proposed. District: �52 Use: r,G.(� Estimated Value $ 6�0 � eyo Exceptions or Variances Materials: WCCA _FRAW (7-- Granted: J-t2" Solid or Filled Ground_ S C:,C-r-D Rao f Method of Heating: OWNER INFOMITIDN- Property Owner: Phone: `70q` -7W" (97q-1 Mailing Address jt Zip: :3-ZZ-7-7 CONTRACTOR 130MMTION Contractor: `_ fayA,,W?_ Phone: Mailing Address.• 2 32� '7� Zip: Expirations STATE LICENSE NO: C � SY Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT_ ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH-, WHETHER SPECIFIED HEREI14 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 LAWS 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. Owner Signature DATE Contractor Signature DATE G.,`� •,: � 1 r, a SWORN TO AND UBSCRIBED BEFORE- ME BY THIS DAY�{�(�� ,�� , ��1.1�Q� OF 199 . NOTAU P LIC TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address � :�ec:caz :c:{:�x � c: :e�c cc�sex psxx Please update your records accordingly. Than yo j, 01, G C�F'.K�— CITY OF ATLANTIC BEACH /vcb a 23688 �s 19 Of P f DORE55 O X24 - 1G\L' es ao e� IVIS we uvea Q reBY�^ pa�ea a�a Num V�tie� 5�9°�' p► 10 ECKS Qp�tpB�'� ,�,� 8EP►� MAKE GH t p►�,'p►� DEPAit TMfAtT OF WILCtt CITY.OF ATLANTLC BEACH ;� .. PERMIT INFORMATION I OR LOICATJPN, I OFL Permit Numher, I ��+� �ddries t 13 � Sf�I�N�S° S'��R�S� �. 9 Perm t TPeti . A- ., : ' 4EI ' 223 ass of 0 rk..NEW '. Cron-*t r . 'Type WdOO FRAME S 1 e��k: 3 Lot a 22,3,' Twp: C� rop oz ed Uee SINOLE FA.MIL Section. 0 Subd.' Rn, Dwel I Ings D Sul �tvis1 64.StCTION H - � Est. Value* c):.0 Ittgarov. Cost x, 0 .00 TotaV Feez47 .00 A mount Pat i* 47 .0 Date . /139$ a De "� � a z Work RAI� AT AIR I N R 1~ICHS.. " IO T -, , AP t; Y��y_y_ S:e p�'Y�yCI�tl e; �� q y7�k'�,F}�+'ji ' 1 F �� •""1r Ad4]r J C'LORIDA, 32277 .;w��"� � � ` P , r a 141 _V C R FORMATI rpp V�ST pmftl an . Lig: CACO32t? '` ' mr Y" 1 J NOTES: i i NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS-PRIOR TO INSPECTION P rj� 3 WJLDING MATERIAL„RUBBISH AND DEBRIS FROM THIS WORK MIDST NOT BELPLACED i'N.PUf LiC.SPACE AND MUST BE CLEARED UP AND HAULED`AWAY BY EITHER CONTRACTOR OR OWNER � 41=AIWFIE TO.CF,�MPLY WITH 'THE MEGHAI!�II S' LN 'N LAW CAN .RESULT #N } HEPPROPE Y CSW "O PAYING TWICE FCI� BIJILflIN� �MPM�OVEMENTS.�' i ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS'PERMIT ANL) SUBJECT TO REVOCATION FOR , _: < , VIQLATION OF APPLICABLE PROVISIONS OF LAW. Iii LR f4 ATLAN BEACH BUILDING PAR ENT ��i'ft �5f 'B Y: CITY OF ATLANTIC BEACH, FLORIDA AppwQvQdbY APPLICATION FOR ILLCTRICAL -PERMIT i TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-._._:_ ._._._____.19 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 CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTEII EtEgTOICIAN i NAME.. I1�1 1J� ADDRESSRFD 50X BLDG.SIZE BETWEEN: RES.I'" ) APT.( I COMM.( )! PUBLIC.( I INDUS.( ) NEW O ) OLD ( J REW. ( 1 ADDITION( I TRAILER ( I TEMP.( 1 SIGNS ( I SO. FT. SERVICE: NEW N 1 INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE a AMPS t W COPPER ALUM. V) L413 ro SWITCHWTCH OR BREAKER AMPS 1 PHI W VOLT „ RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 3t.100 AMPe. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED0.100 AMPS. OVLR APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1ILP. VOLTAGE PNS _ �t rs1 xI s b D i�• 2 .. /d� So•oo i v G o.vC+ 'L ' N " /'j•�' z /3 7 R AU RECEivED °VO DEC 1 1 1997 City of Atlantic Beach ` 4Building and Zoning l �A Z � SGS 4 g i N TRUSS SPECIFICATIONS FOR 1488 961885- -QUALITY REMODELING & FRAMIMG TRUE TRUSS INC. The numbers listed below are a list of truss specifications for the project named above. The engineer's seal on this index sheet indicates acceptance of professional engineering responsibility, in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23. for each component design only. DRAWING NUMBER DATE RECrIV TXUSR732 97069009 03-10-97 rD TXUSR732 97069010 03-10-97 DEC 1 TXUSR732 97069011 03-10-97 1 1991 TXUSR732 97069012 03-10-97 City Of Atlantic Beach TXUSR732 97069013 03-10-97 Building and ZOning TXUSR732 97069014 03-10-97 TXUSR732 97069015 03-10-97 TXUSR732 97069016 03-10-97 TXUSR732 97069017 03-10-97 TXUSR732 97069018 03-10-97 TXUSR732 970690/9 03-10-97 TXUSR732 97069020 03=10-97 TXUSR;32 97069021 03-10-97 TXUSR732 97069022 03-10-97 TXUSR732 97069023 03-10-97 MAR 11 15 OF T'n 9 ,I.tl tt tt 11.,t �p Nun , .r 96186 TRUE TRUSS, INC . rr tier e 03/06/97 10411 Alta Drive Jac , sonville, Florida iNG (9041 57-7500 Fax: (904' 3E DELIVERY T I C: K __ P CTURE QTY SPAN �!-SCFE I(�� 0/n HE ! )'HT wE 1(�H DE 1 1 RY PACKET 1 ANL ni ---------------------------- - ORDER DJADED BY: JATF'. ORDER CI DECKED BY' ?A IS DELIVERF J BY: LEFT PLANT: ARRIVED SITE: EFJ E! IE: Air ivr_U PL; Vl NOTE PROBLEMS OR CHANGES IN ABOVE SCHEDULE: ACCEPTS; BY: DELIVERY NOTES PAGE 2 a 961885-QUALITY REMODELING & FRAMING 1488 15 32' Ste down Hip Girder THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #1 Dense :T2 2x6 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SBCCI BOT CHORD 2x4 SP #1 :B2 2x4 SP #1 Dense: UPLIFT (LB) : 1140 1140 :B3 2x4 SP #2 Dense: BRG.LOC (FT) : 0.00 31.71 WEBS 2x4 SP #3 TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING. SPECIAL CONNECTION REQ'D FOR 431.91 LB. CONCENTRATED LOAD. RECOMMENDED CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" 0/C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. I C6X12= C2X4III C3X4-- C6X12= T2 1 6 r— � 6 I B2 R3 .-� C2X41II HS412= HS412C2X4III C4X8(B3) = C4X8(93; i V 7 0-0 — —6-0-0 --f =---6-0-0 -- —6-0-0— CI— l_ 7-0-0 _i_ _._ 18-0-0 _--__-- i ---- — 0 Over 2 Supports -- ---- 3 i i R=2439 W=3.5" U=1140 i PLT TYP. Hicih Str ngth.Clary V2 Design Criteria : TPI 17 . 3u6 FL 1 ii r Scale =. 5"/FL iJ u l� "YARNING" TRUSSES REOUIRf EXTREME CAR( IN FABRICAIION, HANDLING, SHIPPING. INSI ALIATION AND T C L L i'�0 0 P S I R F F' R 7 3 2 -3 6 7 7 9 BRACING. RCFER TO HIB 91 (HANDLING INSTALLATION AND BRACING). PURL ISHID H1 IPL (TRUSS PIAT( �-1 INSTITUTE, 583 D'ONOF 10 OR., 11111 100, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO A /� 1 O L---1 PERFORMING '81" HESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHAII NAVE FPOPI PLY ATTACHED TC D L 7 O P S F DA T F 0 F��l STRUCTURAL PANELS, BOTTOM CHORD SHALL HAY[ A PROPERLY ATTACHED RIGID CIfl ING n G l 1 MPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONIPAC104 Al P INE FNG[NEfPED LOC DL O PSF DR�� TXDSii737 ��nf Vi'fj r' r PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OCSIGN ANY FAILURE TO A {F T P T `� BUILD INC TRUSSES IN CONFORMANCE Y11N IPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR B C L L G V P S F 1 X L N G A F 7�C��C(/ � � BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 3 7 . G PSF F S F Q N Z- -��TRU�SS --�' SPECIFICA TIONPUBLISHEDBYTHI AMERICAN FORESi ANO PAPER ASSOCIATION) AND IFIALPIN( T0T. LD 3G i1(- 1 . 25 GDNNEFACE F T MAO( OF TUNA ASTM OTHERWISE SE L CATS STEEL, I SIGFPI AS NOITI APPY CONN{C TORS TO OUR . A C. 1 . 2 J— F R 0 M_—S D J — FACN FAC[ OF TRUSS, AND UNLESS OIII[RY1S{ LOCATED ON THIS 11(SICN, POSI710N CON N(CIORS PER Of RA HE lRUSUS DEPI(IfD HERCAAND SNALINNOMFB[ RELIIO UUPONHIN ANYWOTHERP WAYES ONLY TO IN( DF SIGN SPACING ?4 . 0" i 961885-QUALITY REMODELING & FRAMING 1488 - T3 32' SLe down Hip) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SBCCI BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 630 630 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 31.71 TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. CEILING OR CONTINUOUS LATERAL BRACING AT 24' 0/C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TRUSS TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ONLY. DO NOT USE WITH PLASTER CEILING. C5X5= CH4= C5X5� C2X44�- C2X40 6 r' —1 6 C5X8= C5X8= C3X6(Al) Q C3X6(Al) L2-0-O-J L-C-2-0-0.1 5-9-4 5-2- 12 5-0-0 5-0-0 5-2-12 5-9-4 i 11-0-0 10-0-0 11-0-0 11-0-0 _ _I_ i0-0-0 _i, 11 -0-0 J 32-0-0 Over 2 Supports ---� R=1296 W=3.5' U=630 R=1?96 W=3.5' U=630 PLT TYP. Clary V2 Design Criteria: TPI 17 .3u6 FL/1/1/-/E/-/- Scale =.25" Ft. O "WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. 11STALtATION AND T C L L 20.0 P S F R E F. R732- -36781 BRACING. NEI,ER TO HIS 91 (HANDLING INSTALLATION AND BRACING). PUBLISHED BY T" (TRUSS PLATE INSiI TUTS. S83 O'ONOFIO DR.. SUITE 700. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO /� O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED E .T C D L 7 . 0 P S F DATE 03/10/97 NEL `---� - r---I SIRUCIURAI PAS, ROIIOM CHORD SNAIL HAY( A PROPERIY ATTACHED RIGID CIEt ING. C DL lOD PSF DR�� XDSR732 97OG9O11 u l_1 "IMPORTANT-- FURNISH A COPY Of THIS DESIGN 10 11-1U E INSTALLATION CONTRACTOR. ALPINE ENGINIERED _ PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C L L 0.D P S F TX -ENG A F/G BUILO THE TRUSSES IN CONFORMANCE WE IN TP 1; OR FABRICATING. HANDLING. SNIPPING. INSTALLATION OR Z�TRUSS� LP IN BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TOT. L D. 37.0 P S F S EON - 30714 SPECIFICATION PUBLISHED BT TME AMERICAN FOREST Al. TAPER ASSOCIATION) AND IPI. ALPINE CONNECTORS ARE MAOI OF ZOGA ASTM A653 G931 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO D U R. FAC 1 2 5 FROM S D S EACH FACE Of TRUSS. ANO UNLESS OTHERWISC LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O O O O ORA",NGS 110. 150 ANO 160 A-F. AN ENGINEER'S SEAL ON THIS OR AWING APPLIES ONLY TO THE DESIGN SPACING 2 4.0" OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. 961885-OUALITY REMODELING & FRAMING 1488 - T1 32' Ste down H7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SBCCI BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 620 620 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 31.71 TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. (A) 1X4 "T' BRACE, #3 HEM-FIR OR BETTER. ATTACH BRACE TO WEB WITH 8d NAILS @ 4" 0/C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" 0/C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. C5X5-- C5X5az C5X51 C5X5� 6 r— -1 6 (A) (A) C2X41l C5X8= C5X5= C2X4III C3X6(Al) C3X6(Al) a L-�2-0-OJ L<2-0-OJ 7-11-5 F 7-0-11--- <2-0-Op 7-0-11 ��E 7-11 -5 --� 15-0-0 12-0-01 15-0-0 1 32-0-0 Over 2 Supports R=1296 W=3.5" U=620 R=1296 W=3.5' U=620 PLT TYP. Clary V2 Design Criteria: TPI 17.3u6 FL/1/1/-/E/ -/ - Scale =. 25" Ft. f� O f--( -,WARNING--I 10.USSES REQUIRE EXTREME CAPE IN IABR ICAiIDN, HANDLING. SNIPPING, INSTALLATION AND T C L L 20.0 P S F R E F R 7 3 Z -36783 _ U I_J BRACING. It TO HITT I (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _ r� INSIITUTE, 583 IT'ONOF10 OR., SUITE 2DO. MADISON, NI 51119), FOR SAFETY PRACTICES PRIOR TO T C D L 7 0 P S F DATE 03/10/97 l-J PERFORMING THESE FUNCTIONS. UNLESS OTHIRNIS( INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED O O STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10. 0 PSF DRW TXUSR732 910690 3 ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p � 8U]TO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLATION OR B C LL 0.0 P S F TX AF/CWC ALPINEBRACING OFI f TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN T 0 T.L D. 37 .0 P S F S E 0 N- - 30718 CONNECTOR IOM PMADE OF BY THE AMERICAN 31 GAI AND EEL. ASSOCIATION) AND TPI. ALPINE EACH FACESOFRTRUSS. AND2UNLESSOGA T14 A653 OTH(RWISE3LOCATED ONETHISEXCEPT OfSIGN,LSNOTED. APPLY POSITION CONNECTORSEPERRS 10 D U R. FAC. 1 . 2 5 FROM SIDS DRAWINGS 130, 150 AND 160 A-F. AN ENGINIIR'S SIAL ON IMS DRAWING APP(IES ONLY TO INF DESIGN SPACING 2 4 0" Of INE ip USS OEP IC I[D NE RE AND SHAH NOT BE RELIED UPON IN ANT OTHER MAY. 961885'-OUALITY REMODELING & FRAMING 1488 - T9 32' Ste down Hi THIS OYG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SBCCI BOT CHORD 2x4 SP #2 N UPLIFT (LB): 620 620 WEBS 2x4 SP $3 BRG.LOC (FT) : 0.00 31.71 TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM). PROVIDE FOR HORIZONTAL MOVEMENT OF 1/4' DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED AND 1/4" DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O/C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. C5X8va C5X8- C5X5 C5X5� 6 r- 1 6 C2X4 C5X12= C2X4 v —' 3 3A' C5X5= C5X5- C3X8(A1) C3X8(A1) 42-0-DJ 42-0.OJ 5-6-10 4-8-11 4-8-112-0-0 4-8-11 4-8 11 5-6-10 7-10-15 8-1-1 8-1-1 7-10-15 I� 15-0-0 _1_2-0-0 1_ 15-0-0 3 16-0-0 T 16-0-0 32-0-0 Over 2 Supports _i R=1296 W=3.5' U=620 R=1296 W=3.5' U=620 PLT TYP. Clary—V2 Design Criteria: TPI 17.3u6 FL/1/1/-/E/-/- Scale =.25" Ft. Q O WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLATION AND BRACINI$I ITG. REFER TO NIB-91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R732- -36785 O PERFORMTO ING IHF$I PUNCT ONS, UNLESS OTHERYISES1 00. CATFD,STOP9CH RDRSHALI HSAFET AYEAPIT PCRI CESLYRAOIACHED TT C D L 7.0 P S F DATE 03/10/97 O = STRPO RAL PANELS, BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR732 97069015 •"IMPORTANT•` FURNI5H A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SNAIL NOT B( RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE Y1 M TP 1: OA FABRICATING. HANDLING. SR,►PIMG, INSTALLATION OR B C L L 0.O P S F TX-ENG A F/C W ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS a NDS (NATIONAL DESIGN SPEC IF ICAiION PUBLISHED BY TNC AMERICAN FOREST ARO PAPF0. ASSOC IAT IDX) AND IPI. ALPINE TOT.L D. 3 7.0 P S F S E O N - 30729 Tr.R�U S S CONNECTORS ARE MAIC OF ]TGA ASTM A657 60.71 CAI Y. STECI. CXCCPT A$ NOTED. APPLY COXXICTRS TO D U R.FAC. 1.25 FROM, S D S [RCN FACE OF INUSS, ANO UNLESS OINCAWISE LOCATED ON THIS DESIGN, No IT ON CON N(C TRS0� P(A .RAVINGS 170. .150 AND 160 A-f. AN ENGIN[ER'S SEAL ON THIS OR AY IMG APPLIES ONIY 70 THE OISICN SPACING 24.0" OF TME IAUSS DEP ICIEO HERE ANO SMALL NOT BC AELIEO UPON IN ANY OTHER WAY. 961885-QUALITY REMODELING & F AMING 1488 - T8 32' Common THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SBCCI BOT CHORD 2x4 SP #2 N UPLIFT (LB): 740 550 WEBS 2x4 SP 13 :WI 2x4 SP #2 N: BRG.LOC (FT): 4.00 31.71 TRUSS DESIGNED FOR 110 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM). RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE Of THE ROOF. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' 0/C. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. THIS TRUSS DESIGNED TO SUPPORT VERTICAL LOADS ONLY AND SHALL NOT BE SUBJECT TO LATERAL LOADS. BUILDING DESIGNER SHALL C5X5 MAKE PROVISIONS FOR THE LATERAL STABILITY OF THIS TRUSS. C5X5� C5X5 6 r —1 6 C5X8= M4g CH80 3 W C6X6Q 3 lff C3X4- C5X5- C3X4(Al) = C3X8(Al) C2X419 1.2-0-0-1 —4-0-0-- 1 L2-0-O.J ►E 4-1-12 IE 6-0-0 }E 5-10-4 �1E 5-0-11 _L 5-0-11 _1:_ 5-10-10 �1 f 4-3-8 5-10-4 T 5-10-4 f 7-7-1 1 8-4-15 1 16-0-0 < 16-0-0 4-3-8 11 -8-8 16-0-0 32-0-0 Over 2 Supports R=1477 W=3.5" U=740 R=1114 W=3.5' U-550 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/1/1/ -/E/-/- Scale =.25" Ft. O O Q ••WARNING•" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLAIION AND BRACING. REFER TO HIS-91 (HANDLING INSTALLATION AND BRACING), PUBLISHED RY TPI (TRUSS PLATE TC LL 20. 0 P S F REF., R732- -36787 O O R TO PERFORMING THESE FUNCTIONS. UNLESS OTHE0WISESINDICAIED.SIOP9CHORI HALLSAFTHAVE APROPERLYRATTACHED TC DL 7.0 P S F DATE 03/10/97 O STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CIELING. BL, DL 10.0 PSF DRW TzusR732 97069011 IMPORTANT FUR NISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1� = BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SNIPPING. INSTALLATION OR BC LL 0.0 P S F TX-ENG A F/G W H ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S►EC IF(CATION PUBLISHED BY INE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.LD. 37 .0 P S F S E O N - 30724 TRU�S Sl EACH CONNECTOE S RS AAE MADE OF TOGA ASTM A6S3 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO D U R. FAC. 1. 25 FROM S O S FACOf TRUS, AND UNtf SS OTMERWIS[ LOCATED ON THIS O[SIGM, POSITION CONNECTORS PER O O lJ u OF DRAWINGS TNETRUSS DEPICTED NINEAAND SHALL NOT BE RELIED UPON THIS IN ANYWOTHER APPLIESONLY TO THE DESIGN S P A C I NG 24.0" i 96188 -QUALITY REMODELING & FRAMING 1488 - 9'10'13 Hip Jack Girder THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR ' TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SBCCI BOT CHORD 2x4 SP #2 N UPLIFT (LB): 450 200 200 WEBS 2x4 SP J3 BRG.LOC (FT): 0.00 9.90 9.90 TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM). SPECIAL CONNECTION/HANGER BY OTHERS FOR REACTION SHOWN. ENCLOSED OR FULLY OPEN BUILDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' 0/C. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 THII TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. SETBACK. CORNER JACKS HAVE NO WEBS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. C2X4III R=329 W=1.5' U=200 C2X4ft 4.24 I 3-10-3 0-4-3 C3X4= R=165 W=1.5" U=200 C2 4 Al) 9-11-9 '1 2-9-15 I 5-3-11 1_ 4-3-5 013112 9-10-13 Over 3 Supports R=435 W=4.95" U=450 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/1/1/-/E/-/- Scale =.375" Ft. ARM O O O •BRACINIG G•REFERUTOIHIO-911RE EXTREME CARE 11(HANDLING INSTALLATIONIANDIBRACING)LIP BLISHEDIBY TPIST(TRUSSON AND PLATE T C L L 2 0.0 PSF REF R732- -36789 Q INSTITUTE. SB3 D'ONOF10 DR., SUITE 100, MADISON, NI 53719OR SAFETY PRACTICES PRIOR TO ), FT C D L 7.0 P S F DATE 03/10/97 PERFORMING TNI SE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL NAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR732 97069019 •`IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED O OPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO p BoII0 THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SNIPPING, INSTALLATION oR U C L L 0.0 P S F TX-ENG A F/C W C ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PWBLISHED BY IMF AMEN IC AN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE TOT.L D. 37.0 P S F S E Q N - 30731 T!(—T 7 CONNECTORS ARE MAGE Of TOGA ASTM A653 GR 3F GAL V. SFE[!, EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1 .2 5 FROM S D S t`U►\J 6\J EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Q Q Q ORAWINGS 130, ISO AND 160 A-F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN SPACING 24.0" OF THE TRUSS DEPICTED WERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. 961885-QUALITY REMODELING & FOAMING 1488 - 3' End Jack THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR STOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SBCCI BOT CHORD 2x4 SP #2 N UPLIFT (LB): 270 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 3.00 3.00 TRUSS DESIGNED FOR 110 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM). TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. TOE-NAILED OR OTHER CONNECTION TO BEARING BY BUILDER. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' 0/C. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAI THIS TRUSS IS ERECTED PROPERLY. 6 (— T R=27 W=1 .5" U=200 1-110-3 R=30 W=3' U=200 C2X4(Al) L-----2-0-0---3-1-8-----t-1 3-0.0 Over 3 Supports R=289 W=3.5" U=270 PLT TYP. Clary—V2 Design- Criteria: TPI 17.3u6 FL/1/1/-/E/-/- Scale =.375" Ft. Q O *BACINGWARMI�G•REFERUTOEHIBE9IIR(HANDLING INSTALE EXTREME CARE ILATION(ANDIBRACING)`IPUBLISHEDIBY TPI (TRUSS INSTALLATION TC LL 20. 0 PSF REF.. R732- -36791 R O TO O PERF RMING TNESE•FUNCi/RS. UNLESS OTHERWISESINDICATED.STOP9CHORDRSMALLTHAVEACTICES PROPERLYRIOR ATTACHED TC DL 7.0 PSF DATE 03/10/97 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CIELING. O O "•IMPORTANT•" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF D R W TX U S R 73 2 97069021 OPRODUCTS. INC. SHALL NOT RE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: R FABRICATING. HANDLING. SNIPPING. INSTALLATION OR BC LL 0.0 PSF TX-ENG A F/C W C Z�TRUSS LPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IF(CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.LD. 37.0 PSF SEAN 30735 CONNECTORS Al( MADE OF 20GA ASTM A6S3 GR37 GALV. STEEL. ENCEPT AS NOTED. APPLY CONNECTORS TO C EACH FACE OF TR OSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D U R.FAC. 1.2 5 FROM S D S OFA TNEG TR USS DEff CIED ,:,1 AAND SNALLN NOTEBE•R E LIFO UPOMHIN ANYWOTHER PWAYFS ONLY TO THE DESIGN SPACING 24.0" 4ERE!!Y CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MELTS THE MINIMUM LWEND: CHNICAL STANOAROS FOR LAND SUAVEYORS IN ACCOADANCE WITH CHAPTER VHH-6,FLA.ADMINiSTRAI IVE CODE URSUANT TO SEQTION 472.027.FLORIDA STATUTt•S),AND FURTHER CERTIFY THAT THERE ANF NO ViS16 L ENCROACH ` Oor+cuT[ ►wNurtNr ENTS UPON THE SUBJECT PROPERTY FXOEPT AS SHOWN ON iMIS SURVEY. • novND PON /�� o YeT 140W • LA. If 94 LOOD vyEnTlFJ�GAtF-; Tia im SHOWN HdNEUN iS lk rl ODU OWLDO" K41Tfli¢tloh uki INE ._..... _ AS CliOWN ON %HE PLOOO INWRANCF. IMF`. Li,LARSON A40 ASSOCIATE8, iNC. 1,1«1RAL AXQLt ,Y, UVMMUNITY PANCL NI) 12007f- _OOC�/... DATW-,4-0.69 14%4 NAM ♦VE. JACKSONVItLL, PLA a3t07 " (IAwvs � Qn. VNOAA D►ITAIEGt JRVEVtrU TOC'7Z��4r!'/? 19 EES„ .�...�.. , Y� C 'OINt OF MYATUU ;ALE: ,_/s^O _ '� A[Q 9*0 WMvt►GN N0. B76/ of Ittvamr Qum :X. ►OMFT 0I TA/fOWOT GfO � /V �iLL P.c Ic ,0IW7 0r 00►MOYNo CUty1 w tl 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 I SQEFT. I BTUH I BTUH 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 21_1 31_1 OWNER: ��C- e,� 1 � � �� PERMIT NO. 6MA-M E' JURISDICTION NO. 1 . New construction or addition 1 . New Cons?uctt CK 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: compliance in accordance with Section DATE: 553 . 908 F. S . I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: ` BUILDING OFFICIAL: DATE: !'Z !! —aG DATE: ** 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 LAS5----------------ORIEN AREA x BSPM = POINTS I 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 COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS 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 I 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 ___ __= AS-BUILT GLASS---------------- ORIEN LAS 5---------------- 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 _-_ + __= 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 I 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 60OA-93 or Form 60OB-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 -------------X------- � INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 29 . 6 1 -------------------X- 1 R-0 R-7 Wall R-Value . . . . . . . . . 11 . 0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0 . 0 IX-------------------- ' AIR CONDITIONER. . . . . . . . . . . . . 10. 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 0 IX-------------------- 1 9 . 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12. 0 Electric COP/HSPF. . . . . . . . 7 . 2 -X-------------------1 0. 78 AFUE 0 . 90 Gas AFUE. . . . . . . . . . . . 0. 00 f --------------------- � WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 Electric EF. . . . . . . . . . . . . . 0 . 93 1------------X-------- 1 0 . 54 0. 90 Gas EF. . . . . . . . . . . . . . 0. 00 1 --------------------- 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: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC REACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER 'IMPORTANT — Applicant to complete all items in sections I, II, Ill, and IV. I. 3 �C�S �,; ger LOCATION Street Address: � �/,, OF Intersecting Streets: Between 1(s 0-1.4 10 �� too–CA And BUILDING 11 Sub-division pcA "/7 C 11. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attac4d plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical F f o�� Mast.'eton Gef►aetor (Print) �^ ( � Howe of Property Owner as I ( •In d d e�� Sipafure of Owner Signature of or A01wised Agent Architect or Engineer III. GENERAL INFORMATION A. Type of hoofing fuel: B. ,2""Elet4nc IS OTHER CONSTRUCTION BEING NONE ON THIS BUILDING OR SITET ❑ Gas—❑ V ❑ Natural ❑ Central Utility 0 00 IF YES, GIVE NUMBER OR ONSTRUCTION PERMIT Q Other — Specify IV. MBC$'"C;AL EpUIPMINT TO III INSTALLM NATURE OF WORK (Provide Complete liaf of consponents on bed of this fors) A5---Residentlal or ❑ Commercial ,W Heat ❑ Space ❑ Recessed B'Control 0 Roor 2--`-New Building )Boo'AirCoadrfioning: ❑ Room 42'Cenhe) ❑ Existing Building .IErDuef Sysfom: MaterialTAioke..e ❑ Replacement of existing system Masimurn capacity_ o0o c m. 2-*�Nsw Installation(No system previously Installed) E, R;r3,;geratias ❑ Exiansion or acd-on to existing system C) Cooling tower: Capacity ❑ Other— Specify (3 Fire sprinkler: Number of hee Q Eievefor ❑ ManliN ❑ Esealafo —(number) THIS SPACE Q Gasoline prmtY (numb..) ICOR OFFICE USE ONLY m (Reeeiwd) Q Te (number) Remarks ❑ LPG coMei _(number) Q U*AvW prossure vows O Salim Ieneil Approved by aa. �Othar — Spocify _—Fre p ermit LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Nuaaber Va[ta Dwcrlytlota ][odea Number y"ut Y A� 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 13EMODELING & FRAMING AND ADDRESS : PERMITTING Ar 9iJTic96 LIMATE OFFICE: ZONE: 1I_1 21_I 3IV� OWNER: Y CV i n S Ea ty le-11' PERMIT NO. JURISDICTION NO Ifo( /o o 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: V compliance in accordance with Section DATE: /Z �{-%� 553 . 908 F . S . _eby certify that this building is .;ompliance with the Florida Energy de. OWNER/AGENT: BUILDING OFFICIAL: �.. DATE: ! - !/ -9 7 DATE : � Z L ** 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 I 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 COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1 , 488 . 00 167 . 00 1 . 337 10, 988 . 60 14, 686 . 56 9, 023. 49 NON GLASS------------ AREA x BSPM = POINTS I TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALL S---------------- 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 ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS I 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 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 ------------------------------------------------------------------------------- WALL S---------------- 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 I 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 _-_ -_= 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 I 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 -------------X------- � INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 29 . 6 1 -------------------X- 1 R-0 R-7 Wall R-Value. . . . . . . . . 11 . 0 (--------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0 . 0 + X-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . . . . . . 10. 0 IX-------------------- 1 9 . 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12. 0 Electric COP/HSPF . . . . . . . . 7 . 2 -X------------------- 1 0. 78 AFUE 0 .90 Gas AFUE. . . . . . . . . . . . 0. 00 1 --------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0. 96 Electric EF . . . . . . . . . . . . . . 0 . 93 1 ------------X-------- 1 0. 54 0. 90 Gas EF. . . . . . . . . . . . . . 0. 00 1 --------------------- 1 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: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 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 ---------------------------------------------------------------------------- ---------------------I ------------------------------------------------------- ( SQEFT. I BTUH I 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 9- 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 r PSA'•3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION � LOCATION INFORMATION - ! Addre is: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: / 334 Jo-Sm- tie, street OWNER OF PROPERTY: A eyi y) Seonett+, BUILDING CONTRACTOR: 6 e d I✓1 Bao Yl e_� PLUMBING CONTRACTOR JD La—tQhkl al- 6_QQ5 P U4m blA2 4 AND ADDRESS: a Baa 43t.L-wrra-k itil Vol TELEPHONE NUMBER: (.c 9-1-08 33 STATE LICENSE NO: TYPE'OF BUILDING: :SL TYPE OF WORK: Ne uj cods+ruc_fio r1-—F Iw-�9� HOW MANY OF THE FOLLOWING FIXTURES INSTALLED / SINKS SHOWERS LAVATORY I WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS 2-' CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND 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 CALLED INTO PUBLIC WORKS FOR INSPECTION BEFORE COVERING UP - (904) 247-5834 DATE :v< - - cj -7 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: i --------- ' ------ ---------- ----- ------------------------------ ------ ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, '_B ,L INSPECTION DIVISION cc: FILE ----- PERMIT INFORMATION ------ ------- LOCATION INFORMATION --- Permit Number: 15885 Address : 1222 JASMINE STREET Permit Type :ELECTRICAL ATLANTIC BEACH, FLORIDA 322 , Class of Work:TEMPORARY POLE --------- LEGAL DESCRIPTION ---------- Constr. Type :WOOD FRAME Block: Lot : Twp: 0 Proposed Use:SINGLE FAMILY Section: 0 Subd: Rng: 0 Dwellings : 0 Subdivision:SECTION H Est . Value: 0 .00 Improv. Cost : 0 . 00 Total Fees : 25 . 00 Amount Paid: 25 . 00 Date Paid: 2/05/1998 Work Desc :CS#4 700AMPS 1PH 3W 240V 111RW -------- OWNER INFORMATION --------- -------- APPLICATION FEES ---------- Name : KEVIN BENNETT PERMIT 25 .00 Addr: ATLANTIC BEACH, FLORIDA 32233 Phone: (000) 000-0000 ------ CONTRACTOR INFORMATION ------ Name: MARCO ELECTRIC CONST. Addr: 1351 GLEN COVE STREET JACKSONVILLE, FLORIDA 32211 Lic: EC587 Exp: Type : 2 f CITY OF ATLANTIC BEACH, FLORIDA �►PPto"ddby APPLICATION FOR ELECTRICAL RlailV41T 0_ TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-- 02 _ 5' 141.._. 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, CO ES AND CITY OF ATLANTIC BEACH ORDINANCES. P crc Z�A 4 Pl1 �s ELECT ICAL FIRM; MASTE E E CI N$10 RE JQ�AEYMAN NAME V_ A _�� ADDRESS:, 2.22nLSt., !tel® �Z2RFD BOX BLDG.SIZE BETWEEN: RES:( 1 AFT.l ) COMM.( PUBLIC,( INDUS.( %) NEW( ) OLD ( 1 AEW. ( 1 ADDITION( ) TRAILER( 1 'HEMP. ' SIGNS S ) l -SO.FT. SERVICE: NEWN INCREASE`(` 1 REPAIR ( 1 FEE CONDUCTOR SIZE 4 AMPS COPPER I ALUMA- SMTCH ORBREAKER AMPS P -3 W ;Z440VOLT I It RACEWAY EXIST.SERV.SIZE AMPS PN W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT&M.V. _ FIXED0.100 AMPB. OV[R APPLIANCES 1 BELL TRANSF. T_ AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KWHEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS N0. I11,P. VOLTAGE PHS Book 8799 Pg 377 P,rq A rI C l W.Mtvtlr r'. lr Bk: 8799 Pg: 377 Doc# 97277187 ��(la.t-� h2 �OLIEE Of �Di11111EilfElilEllr Filed & Recorded I�-�` 't' ,f t►a{IA{{IN OY/116A�1) 12/11/97 144—vr•�f''C7 02:23:02 P.M. HENRY W. COOP. To whom it MY concern: CLERK CIRCUIT COURT The undersigned hereby Informs DUVAL COUNTY, FL i Y You that lmvrovamenls will be mad{ to eerie accordance with section 113.13 of the rlorlda statutes, 010 10110-0.1119 trtfonn{tlon Is ct{ted In thla NOTICE Or COMMENCEMENT. DesulptlwyJt yroperty• _`.. .^ -_.__------------------------------------------- +�5ilz` -- _ -4K__t2 --------------- ------------------------ -------------------- General descOpllon of Improvements .......---------------------------------------------------------- ----------- Owner - �� - -�_----•__'".!�! .i------------------------- - - - OPP Address VT�CI fir— -Rf _. Z" �7!7 Ownes's�stetest to alts of the Improvement..___.k`/ ._-_____— LZf ---------------------- res _________________, ` res Simple Title holder (It other than owner) ...........................----------------------------------- Name . ________________-Name ^ _.:.-...............__..__ Address --- ------- _-- _--_-_---- ------------- -- Contractor Surety (it anyj -_ ------------------------------------------------------------------------------ Address_________- —------------------------- ----------------------Amount of bond t____-_-------- Nams and addicts of any person making a loon for the construction of the Improvcmcnrs. Name ------^----------------------- ---------------- ...------\------------------------------� --- Address -_.- __-._-^----------------------t... ....... ---• Nuns of person wltido dw State of MOMS. otter Ihin hlrnsclf, designated by owner uiwn whom noticss or other dopymertt( may 6 smeds Name ------------------------------------- - --------------- --- --- --- ------ Addresi ---—--------------------------------------------------------------- In addlllon to hlmselt, owner designates the following person to receive a copy of the Llenor's Nollu u provided In Section 113.01 (Sj (bi, rlorlda Statutes. (rill In at Owner's option), ----^---'--------------------------------------------------------------- Address --------------------------------------—----- ---------- 71414 e7ACi FOR aaCorlo[N's use;ONLY J 1 toWNGg Sworn to sod subscribed before me this C' Notary 114LIC 91-187 15135 1 PSR-3844� ' �,� DEPARTMENT OF BUILDINGf CITY OF ATLANTIC BEACH -' PERMIT INFORMATION - LMCATN INFORMATION - p Permit Number: 15735 Address : JASMINE STREET i Pez`rrmit Type`BUIL�IN ATLANTIC BEAD , FLORI R 32.233 la o Work NEG ---- ., --- LEGAL DESCRIPTION -- --- _ r Ccrristr. `IYI' :WOOD FRAME � a. Blook:3 Lot 223 Twp Proposed Use`: SINGLE FAMILY Section A Surd. Rng. Dwellings. Subdivi ion SECTION H Est . Value: O :CO y Improv. Cost : 79 ,152 ,00 Tectal Fed 3 , 474 , 8$ r Amount ,F��t � @�7,.3. 47 4 .98 r Date 'Nord' D� " m ROME PER PLANS RSF 1.458 TION _, = APPLICATION FEES "" Name Addr" � »s ��4 AD WATER IMP CT FEE 430.00 ,4 , ORraA 27? S� �, ve 1 ?D Pho 1 00, & . I w3 re' i.F l7 . MRADON GAS-H.R.S. rf ...... ...,.,.. , ? C TI� Q ,AR �rORM ? p Name e' TfiR ER " �ES ,f ��; CAPITAL IMPROVE. 325 .9Q Addy„ . 0 .00 ,1-2518 •T RY DRI B .. ... . . SEWER 'SAP JACKSONVII T`LORIDA 32225 CRASS CONNECTION 35 .00 Lid ,,CR 34481 , ESP. SEC R IMPACT FEE � 7 5Ct .Q+3 6. 70 4 1 CONST.SURCHARGE T SOHARGE i NOTES: r NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO SPECTION a I ! I f BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE i CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER yY "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAIN CAN RESULT IN .. THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS*, 9 �1 j ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR 1 VIOLATION OF APPLICABLE PROVISIONS OF LAW. 1 ` BUILDING DEPARTMENT TD !/27 91. � iPt ATLANTIC CH BU By. CITY OF ATLANTICBEACHPERMIT CALCULATION SHEET AddressT, Date /,2 - 3 �- Heated Sauare Footage1 L� @ $ per sa ft = S 7 Z Garage/Shed 4/J-D @ $ -06 per sq Carport/Porch @ $ per sq ft = $ �� Deck @ $ per sq ft = $ C) Patio / @ S G . 0 per sq ft = S S-7 q TOTAL VALUATION : rr— Z- / , L Total Valuation 1st $ �a. ba 0 0 .z0 .OZ) S / 2-(n c,;6 Remai ing Value $ bailer thousand oLI portion thereof TOTAL BUILDING FEE $ . © + 1;2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE O e� WATER IMPACT FEE $ 41,3 0 . 00 SEWER IMPACT FEE $ WATER METER/TAP $ c'Jr CAPITAL IMPROVEMENT SEWER TAP $ -o (/y,j>S' RADON (HRS ) . 0050 S ZV Z . 3 - SECTION H PAVING ( S $ , c97 HYDRAULIC SHARES $ CROSS CONNECTION $ (/YF(:? SURCHARGE . 0050 S (.?z!Q -z E OTHER $ GRAND TOTAL DUE $ 3 L/ Y ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimminaPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH 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 WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET. LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 1 Z" 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) COMBINATION SINK AND TRAY (3) _Z_WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF /Ay FAUCETS (2) lJ KITCHEN SINK (2) DENTAL LAVATORY (1) _� _XITCIM SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (I) GRINDER (3) BIDET URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL. SYPHON JET 4DRINKING FOUNTAIN (1/2) BLOWOUT (1) LAVATORY. BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) 0 LAVATORY, SURGEONS (2) JACUZZI (2) V URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS / j J Q 0 @ x20.00 EACH � `r JOB INFORMATION S �`( ( N (` CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be received by,5 P.M. on the MONDAY prior to the schQduled meeting in order to be placed on the agenda for consideration INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. 1. LzrDy &J `zzVA-x ;r-7— 32 'Oq—7W-6?V 7 APPLICANT NAME ADDRESS TELEPHONE 2.�7-----2-, �? �� 227�, S"c 14 --TAS�tA-c .._ 5—( ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL. /,j r `' 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 PROPLOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: 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 marred 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 PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: �_ -------�_._ fl 2t) r APPLICANTS SIGNATURE DATE OWNERS SIGNATURE DATE APPROVED : TREE CONSERVATION BOARD CHAIRMAN DATE