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Permit 212 Nautical Blvd (vault) 3w dasv' A l,. � � Ah .k •r CITY OF Drparttnrut of 'Ti liling hirilirdhin , This Certificate iss2ied pursuant to the requirements of Section 109 of the Southern Standard t Building Code certifying that at the firne of issuance this structure was fit compliance with the A4 various ordinances regulating building construction or usc. For the following: } SINGLE FAMILY Use Clusification_ Bldg.Permit No • � Group_.____ ..,—TypeConstruriion.._B.LO.CiK_—Fire District.All,AN2'I.-C,_ BEACH.y_I*'_LQg,IDA 6n•nerof Building—_ NEW MET COr1PANY __1dd,-„ _1140 _EDGEWOOD_DR.aJACK0NVIL r� _ 212 NAUTICAL BLVDe Buildingnadress-- --------__.__ — --Yotalty -A/II7IyC/.I3EACn, FLORIDA f s JOHN M. WJ.DDOWS Y des sr7. Building Official s 71� i ti POiT IH A GONSP E O G PLACE �r2 r.'H�.s�-T�y�� ��.. .e+ 11�ia .�1.V.a�'.� S•. ��a^rs�+ iSA"R,,y� "�e'�air�Brei-' ”"s��.�._ti:...+.F ii,. y xa.;�� '� � �., E Nerdy - rk .. > 'k�,F .weR'r'nt.newa'F �.�yS �•' `� .w.�yv.R-s �+ Y � " ( �•,. ,",+ �: a� �,'^'+, k rte_._",..vim, r• >. '&� � t CITY OF ATLANTIC BEACH FLORIDA INSPECTIONS BUILDING PERMIT NO. '� ELECTRICAL PERMIT NO.Q PLUMBING PERMIT NO.0 `< JOB ADDRESS CONTRACTOR OWNER DATE RE14ARKS INSPECTOR FOUNDATION FOOTING SLAB PLUMBING (R) _ TOP-OUT ' w SEWER TEMP-POLE ELECTRICAL (R) !" + ELECTRICAL (F) / FRAMING Ll O = PLUMBING (F) r � LINTEL/BEAM COLUMN STEEL SHOOT GRADES LOT CLEARING OTHER -- -- FINAL INSPECTIONS CITY OF ?1 Office of Building Official T / r, REQUEST FOR INSPECTION Date. Permit No. � r Time A.M. Received P.M. District No.. Job Address Locality Owner's .,_,.... ....., Name Contractor s BUILDING PLASTERING ELECTRICAL PLUMBING HEATING Foundation ....❑ Wire ...........❑ Rough Wiring ..❑ Rough ........❑ Rough ........El Chimney ......❑ Lath ..........1`1 Finish Wiring ..❑ Final ❑ Final Framing .......❑ Scratch ....... ❑ .......❑ Fixtures ....... Final .... ...❑ Brown ..,... ClO Sewers ........❑❑ Water Heater ..❑ Footing .......❑ Finish '.C1 Motors ❑ Gas to .... Stab .... ❑ Temp-Pole ...❑ fySgpool ......❑ ❑ Wallboard .....❑ Final Inspection. op out ❑ Lintel Beam ...❑ Water .........❑ READY FOR INSPECTION A.M. Mon. Tues. we-d.` Thurs. Fri. P.M. . ` Inspection Made A.M.P.M. Inspector CITY OF Pf , 4&aa,tic Office of Building Official 7 t REQUEST FOR INSPECTION Date. '� ✓ _A L Permit No. — Time �.�Q ���{ ✓'!G �ju7 /� Received— / �P.M. � 3 District(N,o. Job Address Locality Owner's i Name .' 6<`.``' Contractors ^ BUILDING PLASTERING ELECTRICAL PLUMBINGHEATING Foundation ....p Wire ..........❑ Rough Wiring ..C] Rough ........ `-Rough ❑ Chimney ..... ❑ Lath ..❑ Finish Wiring ❑ .........❑ Final • •....... .. final p Framing .......❑ Scratch .......❑ Fixtures .......C) Sewers ........ � • Final p Brown ❑ Motors ❑ Water Heater ..❑ Footing .......❑ Finish ......... Tem Pole .....❑ Gas ......❑ Slab p P' •• � ❑ Cesspool ......❑ .......❑ Wallboard .....p Final Inspection.[] Top-out .......C3 Lintel Beam ...r-1 Water .........❑ READY FOR INSPECTION A.M. Mon. I rues. ed Thurs. Fri. P.M. Lt A.M. Inspection Made P.M. Inspector CITY OF / Office of Building Official REQUEST FOR INSPECTION Date. Permit No. Time y Received District No. .✓"t r Job Address Locality Owner's Name Contractor BUILDING PLASTERING ELECTRICAL PLUMBING HEATING Foundation ....C] Wire ........:.0 Rough Wiring ..❑ Rough 0 Rough Chimney ......0 Lath ..........❑ Finish Wiring ..❑ Final 0 Final ❑ Framing .......❑ Scratch .......0 Fixtures C] Sewers � Final ........0 Brown ........0 Motors .......❑ 0es ...._0 Water Heater ..❑ Footing .......❑ Finish ......._0 Temp-Pole ... esspool ......0 Slab ..........C] Wallboard .....C] Final Inspection.❑ Top-out .......❑ Lintel Beam .. ❑ Water .........C] READY FOR INSPECTION A.M. t Mort. T Tues. ed. Thurs. Fri. P.M. Inspection Made p,M, Inspector CITY OF rel&^mss&' Beacli-&7&sem 4� Office of Building Official �+ �� ��, REQUEST FOR INSPECTION Date. ,= Permit No. Time QrA.M. t .f. Received (� P.M. District No. Job Address Locality is Namers 'vL'r ) /11z� Contractor BUILDING PLASTERING ELECTRICAL PLUMBING HEATING Foundation ....❑ Wire ..........❑ Rough Wiring ..❑ Rough ....... ❑ Rough Chimney ......❑ Lath ..........El Finish Wiring ..0 Final ........❑ Final .. .. ..❑ Framing .......❑ Scratch .......❑ Fixtures .......❑ Sewers ........C1 Water Heater Final 0 Motors ....... ❑ ..........❑ wn ........ .❑ Gas ..........❑ Footing ..... Finish .....1. 0 Temp-Pole .._0 Cesspool ......❑ SlabC1Wallboard ..... Final Ins . To Lintel Beam . ❑ Inspection.E] ter .. ...out . E3.❑ Water .❑ READY FOR INSPECTM A.M. Mon. W Thurs. Fri. P.M. A.M. Inspection Made P.M. Inspector CITY OF 4&1 a`ic Be CA-4/41d- a Office of Building Official REQUEST FOR INSPECTION Date. � �.. Permit No. x, Time Received District No. j Job Address Locality Owner's Name Contractor BUILDING PLASTERING ELECTRICAL PLUMBING HEATING Foundation ....❑ Wire .,.........❑ Rough Wiring ..❑ Rough ........❑ Rough Chimney ......❑ Lath ........ ❑ Finish Wiring ..❑ Final .... ❑ g ❑❑ Framing .......❑ Scratch .....,.❑ Fixtures •. Final eater .. Final ........❑ Brown ...... ...,.•.D Sewers ........❑ Water Heater ..❑ Footing .......❑ nish ..❑ Motors ❑ Gas ......❑ ❑ Temp-Pole .....❑ Cesspool ......❑ Slab .......... Wallboard .....❑ Final Inspection.❑ Top-out ......,❑ Lintel Beam ...❑ Water .,.......❑ READY FOR INSPECTION A.M. Mon. Tues. 2 }n/ed. Thurs. Fri. P.M. /V� r A.M.' Inspection Made P.M. Inspector CITY OF 4&4ss,tic Be=4-0;k1 tui Office of Building Official REQUEST FOR INSPECTION , 1 . Date. ` �� Permit No. `'�'� t Time Rece .��. ived District No. flf Job Address LoiXality Owner's Name Contractorsa � BUILDING PLASTERING ELECTRICAL PLUMBING HEATING Foundation ....Q Wire ..........C1 Rough Wiring ..❑ Rough ❑ Rough Chimney ......[I Lath ..........El Finish Wiring ..❑ Final ❑ Final ❑ Framing .......❑ Scratch e•��" Final ..........Q Brown ❑O motors s �. ...•❑ Sewers ........Q Water Heater ..❑ Footing .......❑ Finish .... .•❑ Gas ..........❑ Slab .... ❑ Tem Pole ..❑iWallboard .....❑ Final Inspection,[] Top• ut Cesspool .......p Lintel Beam ...[� Water READY FOR INSPECTION A.M. Mon. Tues. sWe Z Thurs. Fri. P.M. Inspection Made Inspector 6L r p 001* CITY OF y4� ic /3e�c�i-�,Gvtic� Office of Building Official REQUEST FOR INSPECTION Date. r �r`; Permit No. Time Received . ., District No. + w Job Address of Locality Owner's Name s r'--' Contractor BUILDING PLASTERING ELECTRICAL PLUMBING HEATING Foundation ....0 Wire ...........❑ Rough Wiring ..❑ Rough ........El Rough ........C1 Chimney ......❑ lath ..........❑ Finish Wiring ..❑ Final ❑ Final El Framing .......❑ Scratch .......❑ Fixtures .......C1 Sewers ........❑ Water Heater ..❑ Final ..........C] Brown ........C! Motors ........ Gas Footing .......❑ Finish ......❑ Temp-Pole .....C] Cesspool ....'. Slab ..........0 ❑ ❑Wallboard ..... Final Inspection. N%0 t ..... Lintel Beam EADY FOR INSPECTION A.M. Mon. Tue Med. Thurs,. Fri. P.M. r..� M. Inspection Made M. Inspector OOW CITY OF 1Q44dic /31134 CA-491OUc& Office of Building Official Date �� REQUEST FOR INSPECTION ��� Time ZD Permit No. I Recei �`ved / c��✓ P.M. District No. Lcz lJ fi�a� V� 15• Job Address , nLo�cality Owner's ��C `1Y Name Contractor BUILDING PLASTERING ELECTRICAL PLUMBIN9 HEATING Foundation ....❑ Wire ........:. Rough Wiring ..❑ Rough ........❑ Rough ❑ Chimney ......❑ Lath ..........H Finish Wiring ..❑ Final .........❑ Final Framing .......Scratch .......❑ Fixtures ❑ Sewers ❑ Final •. ••• •••• ••.❑ Water Heater ..❑ ..........❑ Brown ........❑ Motors ...... Footing .......❑ Finish ......... Pole........C3 Cas ..........❑ Slab Wallboard .....❑ Tem .C7 Cesspool ......❑ ❑ C1 Final Inspection.❑ Top-out .......C3 Lintel Beam ...❑ Water .........❑ READY FOR INSPECIMN A.M Mon. Tues. / We „ J Fri. P.M.A.M. Inspection Made J P.M. Inspector CITY OF Office of Building Official yy/ Q REQUEST FOR INSPECTION Date. L U Permit No. ��/ Time loa�� Received A � District Job A dress Loc ' Owner's ' - Name Contractor BUILDI PLAS RING ELECTRICAL LUMBING HEATING Foundation ....❑ Wire ...........❑ Rough Wiring .. Rough ❑ Rough Chimney ......❑ Lath g ........❑ ..........❑ Finish Wiring ..❑ Final ❑ Final Framing .......❑ Scratch .......❑ Fixtures ❑ Sewers ❑ Final ❑ Brown •...." •.•. ••.❑ Water Heater ..❑ ......... ........❑ Motors ..... Footing ...... El Finish .........❑ Temp-Pole .....0 . Gas ..........El Slab ... .... Wallboard Cesspool ......C] . Lintel Beam ❑ Final Inspection.❑ Top-out .......❑ .❑ Water .........r-1 READY FOR INSPECTIONA.M. Mon. Tues. `Wed. Thurs. Fri._ P.M. 2-- A.M.0 �- Inspection Made F"� P•M, Inspector r +, r1 ,�l ,,� ,. i _: �� ._- _ __ :. f 2c ' �' f �\ kl �; j � -_r L� I ��'E. f __. i .l- � � �� l�� f � _. �,, ti 1 1 fi^.� � � ? ,,, �.v r �., . 4, r� � �� - ' � '. ,�-� ..___ - _ _ w. . .. ; � �� r �, , ., � _ �� �' _ � ._.r 1 P 1 t- r- r r ,P Cloys NRI BE REINFORCED WITH S.-JUS ca c� o o C f11Ut RDOITIONK LORD CHPEIGITY AS GIRDER SINGLE DOUBLE TRIPLE �, �:, .,� . A= �, o �, !Ig11N IN TWE AT RICHT. SCHBS MUST BE LENGTH 1-SCFIB 2-SCAB 1-ECRB -GCAB -SCAB 2-6CR8 c= o O `= � OF:SWC SIZE AND GM R8 BOTTOM CHORD iq' 0' 28' 1-P 28' 1'P 28' 1'P 40' 0'P 40' 0'P 40' O'P 40' ON 40' ON 40' 0'N a a �STRNDRRDo 0 0 HND t*WL BE RITHCHED IN THE SHOP TO 15' 0' 25' 8'P 25' 8"P 25' 8'P 40' 0-P 40' 0'P 40' 0'P 40' 0'N 40' 0'N 40' 0-N c= o if o G[RUFR EiEi PER SC►EOIAE BELDW tiPRN TFrlLE. 16' 0' 23' 7'P 23' 7"P 23' 7"P 40' O-P 40' 0'P q0' 0'P 40' 0'N 40' 0'N 40' 0'N a ca 0 IF SPi.10E IS REOUIREO IN SCHB, IT IS 17' 0' 21' 9"P 21' 9-P 21' 9'P 40' O-P 40' 0'P 40' 0'P 40' 0'N 40' O'N 40' 0'N o ,ALP I 0 PHULRHULJ_ 111 IOCRIE SPLICE 4' OR MORE 1B' 0' 2O' 2'P 20' 2-P 20' 2'P 40' 0'P 40' O"P 40' 0'P q0' 0'N 40' O-N 40' 0'N o , a FRUM BUTIUM CHURO SPLICE. CONNECTOR 19' 0' 18' 9'P 18' 9'P 18' 9'P 39' 5'P 40' 0'P 40' 0-P 40' 0'N 40' 0'N 40' 0'N o c=3 � TRUSS �� H-HIES HNE REDt1IREU ON 801H FACES OF 20' 0' 17' B'P 17' 6'P 17' 6"P 37' O'P 38' 4-P 36' 4'P 40' 0-N 40' 0'N 40' 0'N SCHB HT WLICE HNU SHk Of N 7Xtl 21' 0' 16' 3'P 16' 3"P 16' 3'P 34'10-P 36' 1'P 36' !'P 40' 0'P 40' O'P 40' O'P 22' 0' 15' 3-P 15' 3'P 15' 3'P 32'10-P 34' I-P 34' 1'P 40' 0'P 40' 0'P 40' 0-P ALPINE ENGINEERED PR0;IUCTS,INC. HERRING AND BLEICK REOUIREMENT6 P.O. BOX 2225 23' 0' 14' 3"P 1q' 3'P 14' 3'P 31' I"P 32' 3'P 32' 3'P 40' 0'P 40' O'P 40' 0'P POMPRN0 BERCH,FLORIOR 33061 N 2x4 W 2x6 # ONE BLOCK 24' 0' 12'1 I'P 12'1I-P 12'11'P 29' 5'P 29' 6'P 29' 6"P 40' 0'P q0' 0-P 40' O'P 305-7B1-3333 P 2xs x 2x8 + ONE BLOCK 25' 0" 12' 0"P 12' 0'P 12' 0"P 27' 97 27' 9"P 27' 9'P 40' 0'P 40' 0'P 40' 0"P _ R 2X4 . ONE BLOCK Y 2x6 . TWO BLOCKS 26' 0' 11' 17 11' I'P 11' I'P 26' I'P 26' 1'P 26' 1? 40' 0'P 40' O'P 40' 0'P DESIGN CRITERIA TPI 12xB 12x8 t TWO BLOCKS 27' 0' 10' 3'P 10' 3-P 10' 3'P 24' 6'P 24' 6'P 2q' 6'P 39' I'P 39' I'P 39' 1'P TC LIVE LOAD - 36.8 PSF Y 2X4 + TWO BLDCKS 28' 0' 9' 67 9' 6"P 9' 6'P 23' 0'P 23' O'P 23' 0"P 36'11'P 36'11-P 36'11`P TC DEAD LOAD - 7.8 PSF LETTERS It TEN TRUSS SPAN DEFINE HC DEAD LOAD - 18.9 PSF 29' 0" B' 9"P B' 9'P B' 9'P 21' 7'P 21' 7'P 21' 7'P 314'11734'1I'P 34'll'P BtNtING 1-140 BLULK RETIUIHEt1FNT5 TOTAL - 47.8 PSF 30' 0- S' 0'P B' 0'P B' 0'P 20' 3'P 20' 3"P 20' 3'P 33' 0'P 33' 0'P 33' 0'P SEE DARWIN H117 FOR BLOCK NAILING 31' 0' 7' 3"P 7' 3'P 7' 3'P 18'li'P iB'li"P !B'l1'P 31' 2'P 31' 2'P 31' 2"P DUR. FACTOR 1.33 k/jcr TtH GIRDER DRTR- 32' 0- 6' 8"N 6' B-N 6' B'N 17' B-P 17' B-P 17' 8"P 29' 4'P 29' 4-P 29' 4'P Yn 33' 0- G' 0'N G' O"N 6' 0"N 16' 5'P 16' 5'P 16' 5'P 7' 7-P 27' 7'P 27' 7'P di)u T 34' 0- 5' 5'N 5' 5'N 5' 5"N 15' 3'P 15' 3'P 15' 3'P 25'11'P 2s'1l-P 25'11-P SOUTHERN PINE BOLT TRUSSES MUST BE SUPPDRTED ON FR6x]U RNO Lulu TOP CHORD 2X { ♦1 DEN KD 3x4 NCO HOT CHORD 2X 8 #1 DEN KDSx10/spl' TC/BC /B /C R/B R/C R/DG A/C RlOG WEGWEBS 2X #2 USE !GO NAILS (IN STAGGERED PATTERN) 2x4 (2) 4x7 RS EACH LRYER IS APPLIED. CLINCH ALL NAILS IN 2 MEMBER GIRDERS. ttJ�°` 6 Eq. Pnls T.C. R--NRILSM: TC 7-0.C. : WEBS 16'O.C. •_ ► 6 Eq. Pn l s B.C. B--NRILS- BC RN0/0R SCAB 3.5'O.C. natWw t rcathR C--NAILS■: BC 2.5'O.C. : SCADS 3.5'0.C. O--NAILS+: BC 2.0-0.C. : SCRBS 3.5'O.C. rem 3x$ $x$ 8X8 $x$ E--NRILSs: SC 2.0'O.C. : SCABS 4'O.C. 10x 10/ spl. 10x 10/ �F-DNE .5' THRU BOLT MAY BE SUBSTITUTED al,l . -s1i1 + 10WES LUMBER COMPANY FDA EVERY 2 NAILS. ION- NAIL SPACING-L60KITS RDING 6550 RODS ECT BLVD. 18' MAX). 1.5- MIN. BOTTOM EDGE DIST. G--ADO .5' THft BOLTS AT EACH SC PW PT 47.0/1 .33 LENGl H----JACKSONNIL - LORIDA U210 AND EACH SIDE OF BC SPLICES. NOT REO. �2XB PITCH FOR 8C IF SCHEDULE 'F' IS USED. j'GENERAL NOTES MESS 11[St SYrL1FICH1ILiO' FtiR L7wh ti HND TRUSSES REDUINE RREIN E CFiRS IN IiiBWT-NG, M. '1' . 3 12 RPINE LTwt1Ef.1pRS hYIE FUIION't0HN) HiE WARNING tl'.LLTIGN HNC tiRRCING. SEE `dYT-76` ,r. t. PPIRUf,bt. OUILI IN LONFt1RnHwE WITH -U,IRI IIP LONiHU nfftjEt- of ■fill, IBRHCIP6 WFAX) TRUSSES. COMMENIKRY FPC RLCOMENRT10NS-111tRt S:0iI RE NO WRtNHNIIES Of THIS t1ESIf,N, E1(PKVL OR IMI IhD •TP11. SEE 1HIS DESIGN FOR RUUIIIUNFk SPLLIR BRACINGGEfi!Tif�T[ � � �RPIEk i:I)1, f:IDNS HHL n1NLF1CTUldo hRUtl 2U CdiU4L L4LVlWlltli STEEL REUUIREMfNIS. UNLESS OIHIRWISE SHOWN, TOP CtIOHO S1iALL. EF ICA S TO 34 0 UNLESS U1HtNW1St SHUYN, 1tttT1NG REUUIRtttN(S OF F1Slf1 H446 LRtitk R. Bt tRTERHLIY tlRFCED WI1H PkOPERLY RTTHCHED MYWl10U .�WPIY LUNhLLItu5 IU BOIH ffLtS HI EHCH JUINI HND LU(Jilt Mb bitNN. StEHIHiNG, BOTTUM CHORD WITH RIGID CEILIl6 OR BRHLItGBLH1<ING Y111116 RRE 4' NX1I" UaltbS 07MHWISt UtDUN. UtSI6N HT """MU" 0' ET 0. C. DO NOT USE 11115 DESIGN *, IF IDA IGHT 1979 �&90486 STHNOt*,L)S I;ON�,"M WITHMPPIIChillt MJVISTONS Pk +N11SHNO -ill 74 WITH FINC RtIFIDRN1 IRERIEO EURBtR.IPI - 1N175S PI111E INSIIIIIIL, Nits - Wi111WH1 DESIGN SPtCIFICHIION FOR WOOD CONSTRU:IION tEOE1+C' 8/79 DRAW# A425,226 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A-H1-CO)I- 47/1.33-38+ 7*18- -- dam PwAmw swam wown wow 3X6 34. 6" ---------- WEB NOTES ---------- d o 0 0 /� a a o c *o o a o 3X5 34' B' WEBS1 2X4 •3 HEM-PIR, PIR-LA7lCH, OR o 0 0 0 0 0 3X4 3H' t" SO. PIKE. o 0 os c= o Cm O O O O O O O I Q p ROLVES LUMBER ""VIANY oALP I �E= 6550 ROOSE'�: . o a o �TRUS�S -No syn JACKSONVILLE, FLvr%iu 1 :2210 HBOYT 5X5 34 6 ALPINE ENGINEERED PRODUCTS,INC. 5X4 134' 8" P.O. SOX 2225 POMPANO BEACH,FLORIDA 33061 305-781-3333 5X5 34' 6' LOCATE TOP CHORD OPF-PAREL SPLICE 5X4 34' 0' WITHIN 6" OF PANEL 1/4-POINT. DESIGN CRITERIA TPI 4x4 30' #" TC LIVE LOAD - 30.0 PSP 1.5X4 34' 6" DASHES SHOW TC DEAD LOAD , 7.0 PSP 1.5X3 34' H" DIRECTION OF BC DEAD LOAD a 10.0 PSF 1X3 30' H" ELONGATED EAR:, TOTAL a 47.0 PSP HOLES IN DUR. FACTOR 1.33 PLATES ON TYPICAL CONTINUOUS JOINTS SPACING 24.0" OC q.OO S o. OVERALL SPANS _ PINE 2X4 TC 2X4 BC SS DEN RD 34' 6' 34' 6' SS DER 33' S' 34' 6" 4 EO. TC PANELS SS RD 33' 0" 34' 6' 3X5 34' 6" 3 E0. BC PANELS SS 32' #" 34' 6" 3X4 32' 6" MEASURED FROM 2.5X4 25' 5" 3X6 34' 6" INSIDE SCARFS *1 DEN RD 33' 4" 34' 6' 2X$ 34' 2" #1 DER 32' 6" 34' 6" 2X7 30' 0" fl RD 31' 10" 34' 6" 2X6 25'10" #1 30' 9" 34' 6" Im MIN fBRG SPAN02 DEN RD 31' 4' 34' 6" f2 DEN 30' 2" 34' 6" 5X6 34' 6" 3. 34' 6" •2 RD 29' 6' 33' 3" 5X4 31• 0" - _AM1/1 f2 27' 9" 31' 3" r LOADING SPACING 3X6 34' 6" ' ' 3X5 34' I�' NTE E 3X4 30' N' MAX 47.0/1 .33 24.0' 34• G" TYPE--HLPINE 2X�4(/2X4 PITCH III TTESE SPECIFICATIONS FOR LIMBER AND TRUSSES REDUIRE EXTREME CARE IN HRN(LING 43VT S 4.0/12 GENERAL NOTES fi.PINE CONNECTORS FIRE FOLLOWED AND THE WRRNING ERECrtON RNv BARGING. sEE BYT-76I, �M A #4 PI TRUSSES BUILT IN CuwFDRMWE WITH 'DUALITY CONTROL MANUAL' BY ■TPI, CBRFCING 0000 TUSSES: COMMENTARY PM RECOMMENDATIONS - i TIRE SHRLL HE NO WARRANTIES OF THIS DESIGN, EXPRESS OR IMPLIED. .TPI). SEE THIS DESIGN FOR RDOITIONFIL SPECIAL SAWING 3rca1NTWV-ATE�� SPANS TO 3 4 ALPINE CONNECTORS PRE MRNIFFCTUREO FROM 2D GAUDE GALVANIZED STEEL FEDUIREMENTS. UNLESS OTHERWISE SHOWN, TOP CHORD SHILL I 911 4 UNLESS OTHERWISE SHOWN, MEETING REDUIREMENTS OF ASTM PA%6 GRADE R. BE LATERALLY SRRCED 01TH PROPERLY ATTACHED PLYWOOD FIPPLY CONNECTORS TO BOTH FACES AT EACH JOINT ANO LOCHTE AS SHOWN. SHEATHING, BOTTOM CHORD WITH RIGID CEILING DR BRACING iTATE DEARING U107HG ARE 4- 1OMINAL UNLESS OTHERWISE SHOWN. DESIGN RT MAKIMUM OF 10 FEET 0. C. 00 NOT USE THIS DESIGN ''� �Lp1110A +� COPYRIGHT 1979 4/#0443 STRNORRDS CONFORM WITH APPLICABLE PROVISIONS OF OM-17 ANO .TPI-78 WITH FIRE RETARDANT TREATED LUMBER. ■--TMT - TRUSS PLRTE INSTITUTE, NOS - NATIONRL DESIGN SPECIFICATION FOR WOW CONSTRUCTION +EOENG 3/22/79 DRAW# A424,043 PAGE 49. FURNISH A COPY OP THIS DESIGN TO ERECTION CONTRACTOR A-Ml-coMN- 47/1.33-30+ 7+10- 24 ---------- WEB NOTES o 0 0 0 0 0 0 0 o co 0 0 0 0 0 0 WEBS: 2X4 43 HEM-FIR, PIR-LARCH, OR c� o 0 0 o c 3X4 24' T" SO. PINE. o =1 ot�''P Qo R= o 0 0 0 0 0 0 a o0 0 cz C= �ALPI �E= = I 'o' C= dC= sym o TRUSS FCWT � ALPINE ENGINEERED PRODIJCTS,INC. 5X4 124' 7" P.O. BOX 2225 POMPANO BEACN,FLORIOR 33061 305-761-3333 - LOCATE TOP CHORD OFF-PANEL SPLICE WITHIN 6" OF PANEL 1/4-POINT. DESIGN CRITERIA TPI 4X4 1246 7' TC LIVE LOAD 38.0 PSP DASHES SHOW TC DEAD LOAD " 7.0 PSF DIRECTION OF BC DEAD LOAD a 10.0 PSF [1.5X3 24' 7" ELONGATED TOTAL - 47.8 PSP HOLES IN 'Ap DUR. FACTOR 1.33 PLATES ON TYPICAL CONTINUOUS JOINTS SPACING 24.0' OC 4.00 S o " OVERALL SPANS _ PINE 2x4 TC 2X4 BC SS DEN ICD 24' 7" 24' 7' SS DEN 24' 7" 24' 7" 4 EQ. TC PANELS SS KD 24' 7" 24' 7" 2 EQ. BC PANELS 55 24' 7" 24' 7" MEASURED FROM 3X6 24' 7" INSIDE SCARFS #1 DEN KD 24' 7" 24' 7" { 2X6 24' 7" #1 DEN 24' 7" 24' 7" I 2X5 23' 8" #1 KD 24' 7" 24' 7" it 24' 7" 24' 7" MIN BRG SPAN 02 DEN KD 24' 7" 24' 7" #2 DEN 24' 7" 24' 7" 3.50" 24' 7" #2 KD 24' 7' 24' 7" 5X6 124- GENERAL 7' 'tor #2 24' 7" 23' 11" - - LORDING SPACING '�"W `�`s 47.0/1 .33 24 . 0' ' - 24'--�" MAX I PLATE TYPE--REPINE 2X4/2X4 PITCH NOTES UNLESS iN TCONNECTORS EO� Tc ORS ARE FOLLOWED AND WARNING TRUSSES REAND EXTREME CARE IN HANDLING, 42WBS 4.0/12 ERECTION AND BRACING. SEE BRIT-76" `�►.1-4 QU TRUSSES BUILT IN CO FORnF#CE WITH 'DUALITY CONTROL MANURL- 3Y +TPI, IBRRCING WOOD TUSSES: COMMENTRRY AND RECOMMENDATIONS • - i` THERE SHALL 6E NO WIWRRANTIES OF THIS DESIGN, EXPRESS DR IMPLIEO. •TPI). SEE THIS DESIGN FOR ADDITIONAL SPECIAL BRACING G;"WNZATC ALPINE CONNECTORS ARE NRNI;FACIUREO FROM 20 GR" GALVANIZED STEEL REDIUIREMENTS. UNLESS OTHERWISE SHOWN, TOP CAS SHALL pw 911 SPANS TO 24' 7' ' UNLESS OTHERWISE S►RM, MEETING REQUIREMENTS OF RSTM A416 CRRDE A. BE LATERALLY BRSCEO WITH PROPERLY RTTRCHED PLYWOOD {} ¢ APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS SHDWN. SHEATHING, BOTTOM CHORD WITH RIGID CEILING DR BRACING STAY; BEARING WIDTHS ARE 9- NOMINAL UNLESS OTHERWISE SHOWN. DESIGN AT MAIMUM OF 10 FEET 0. C. 00 NOT USE THIS DESIGN *ar iiWIRtK ,�W COPYRIGHT 1979 4008442 STRNORROS CONFORM Y1TH APPLICABLE PROVISIONS OF *NDS-77 RNO •TPI-78 WITH FIRE RETRRDRNT TREATED LUMBER. C j "--TPI - TRUSS PLATE INSTITUTE, NDS - NATIONAL DESIGN SPECIFICATION FOR YDOO CONSTRUCTION � �EDENG` 3/22/79 DRAW# A424,842 PAGE 48. FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A-M1-ComN- 4711.33-38+ 7+18- 24 I 4s84 3 4 0EPIARTIM{ENT OF BUILDO w CITY OF ATLANTIC SEACH " - PERMIT I11FO A�IOSI �_. ,.. LOGA' IOi INFOR.MAT E✓ ml l'. l�utl r. 5 Addros�, 212 UTICAL IOULE ARt3 C ATLANTIC HC'A4"At � ;��O���A 32� �t3F1 S of Wo."r_k,-ALTERATIONl `'y E': fl dD FRAMEr : lot, Twp: 0 ! eel Uie:$I OL �'AMILY .zel 1incls � 0 Subdiv s�ten:S�ASPRAY pro Cc3 Y C1£3 Ttai 5 .4i 1 17 . APPLICATION F9918 -----PERMIT . 'Bur i e. c k 4.tEiF#7RD h7� 1711"4�3,3,,, � t ,�xm B ,nr T LOR IDA 2 I? oi 1 t r QRMAT 1, RA TM � „ a . 0. t X 245 � NEVES; k { {{ i + NOTICE ALL CONCRETE FORMS AND FOOT INGB"MUST 6,E INSPECTED 8EI►0RE POU�NG pERMiT VOID SIX MONTHS AFTER DATE OFiS3UE I [ BUILDING MATERIAL,RUBSISWAND DEBRIS FROM THIS WORK MUST"NOT BE PLACED IN"PUBL#C PAClE. SNDMUST E3E :. E LEARED UP ANE,?HAULED AWAY`E3Y EI I HER CONTRACTOR OR OWNER" FAILURE °TCS Ct�M_ MKTHE Me CHAN1 3' L�.�� X11 C� �.'fi 1 PRt3� RT' 01�V14-JE PAYING TWICE FOR SUED ACCORDING TO AP OYED.;f}CANS WHICH ARE PART OF THIS PBi?E�EI� AN#�,SEd E�� �# ILATiON OF APPLICASI:E fiA }1JISION,S OF LAW. " A Afi TIC BEACH BUILDING DEPARTMENT 41 s� z .n. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT • JOB LOCATION: ;? /,? OWNER OF PROPERTY: r2,4f� 2 PLUMBING CONTRACTOR: CONTRACTOR'S ADDRESS: f G. STATE LICENSE NUMBER: G ¢C C1 f lv�5�� TELEPHONE: HOW MAVY OF THE FOLLOWING FIXTURES INSTALLED SINKS / SHOWERS LAVATORIES _WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS --/lWASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER_ F TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. CITY OF ALTANTIC, BEACH COMPLAINT MANAGEMENT SYSTEM TAKEN (date/time) : COMPLAINANT: Last Name First Name MI ADDRESS: CITY/STATE/ZIP: , TELEPHONE: COMPLAINT: i/1z i�-2 G>- T-yftT 1 LOCATION: PROPERTY OWNERS =-Illililw PROPERTY OWNERS NAME: DEPARTMENT FORWARDED TO: COMPLAINT TAKEN BY: DATE/TIME: OFFICE USE ONLY INVESTIGATED: (date/time) i//2 y/sem ASSIGNED DEPT./DIVISION: `—'Tim- PRIORITY: INVESTIGATOR: �- CONDITIONS FOUND: ACTION TAKEN: 222 COMPLIANCE: G^G. "Jj �/ NOTES: CITY OF ATLANTIC BEACH, FLORIDA -r� APPLICATION FOR RICTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: TANT NOTICE: IN$, OI= PERIt;;GIYEN.,F�R DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE v H.T MACHO PLANS AND SPECIFICATIONS �._.. . ; �V�ICFI"ARE A"FA' r '°°AiVI�lIV`ACGOFtOAI+IGE-W�If#THI:,EC.I~�t`FIIO�L`RI���3LAT1O�iB.C�D��O N � n ATLANTIC BEACH ORDINANCES. AStATE ELECTRICAL CONTRACTORS, INC. ° •e: '�' RIICAL FIRM: R ILECTRISIM I�IAME. ADDRESS: _ FD------BOX BLOS.SIZE BETWEEN: RES.K APT.I 1 COMM.( I PUBLIC( 1 INDUS.( I NEW OLD( I REW.( 1 ADDITION( I TRAILER ( ! TEMP.( I SIGNS C 1 SCL FT. SERVICE: NEW K INCREASE( i REPAIR l I FEE R SIZE AMPS l d COPPER I Mxg G7 G TCH OR REIe► ER PH O T RA Y 1$T.SERV.SIE AMPS PH W VOLT RACEWAY EAS NO. `` SIZE ANO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL NECEPTACLES CONCEALED OPEN TOTAL a,�O AM". ?!1.100 AMPS. INCANDESCENT / ✓ FLUORESCENT&M.V. t�lXED 0.Igo AMPS. I AVER / °`APPLIANCES BELL TRANSF. f .,AIR H.P.RATING H.F.RATING �NOITIONING COMP.I OTOR OTHER MOTORS AMPS EIL HEAT: KW-HEAT liI OVER. �TORB H.P. VOLTAGE PHS NO, ILP. VOLTAGE i►HS - f TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. IKVA NO'.NEON TRANSF. JNO. VA. MA. MOTOR SIZESWITCH FLASHER EACH SINN FORWARDED TOTAL FEES / �o z i C DEPARTMENT OF BUILDING Q CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. 4962 6 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date MARCH 12 19 82 I ,- Valuation$ PLUMBING PERMIKe$ 11.00 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. t This is to certify that DON HARRIS PLUMBING COMPANY i P. 0. BOX 14668, JACKSONVILLE, FLORIDA has permission to build INSTALL NEW PLUMBING AS PER PLANS SUBMITTED. I I Classification SINGLE FAMILY Zone RAS I , Owned by THE NEW MET COMPANY Lot 12 Block 4 S/D SEA SPRAY House No. 212 NAUTICAL BLVD. SOUTH According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4 01 4 01 0 Building material, rubbish and debris -Zi from this work must not be placed in public space, and must be cleared up and hauled away by either con- tractor orowner.., ( aT CKT rl ell C3 ui mg to96il MCA FOR OFFICE PERMIT Ali at ICIQ DATE CONTRACTOR USE ONLY NUMBER I PLUMBING ELECTRICAL SEWER WATER DEPARTMENT OF iiUILDING A`+ G IY OF ATLANTIC BEACH6 ,FLORIDA PERMIT NO. J PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date MARCH 11 19 82 Valuation$ 47,585'61 Fee$ 197.25 This permit not valid until above fee has been 10io to City Treasurer,and is ` subject to revocation for violation of applicable provisions of law. This is to certify that THE NEW MET COMPANY 1140 EDGEWOOD AVENUE, JACKSONVILLE, FLORIDA has permission to build SINGLE FAMILY HOME AS PER PLANS SUBMITTED, Classification SINGLE FAMILY Zone RA Owned by THE NEW NET MMPANY Lot 12 Block 4 S/D SEA SPRAY House No. _ 212 NAUTICAL BLVD. SOUTN According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS G = AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS ,t AFTER DATE OF ISSUE —1 4 0 0 Building material,rubbish and debris -zi from this work must not be placed in public space, and must be cleared = up and hauled away by either con- tractor o own r.. '/ Bni O , FOR OFFICE PERMIT M i USE ONLY NUMBER DATE COM�yTRAG9'OR t . 4962 3-12-82 DON HARRIS 4561, 13/15/0 / f` PLUMBING 11i ELECTRICAL 3381 3--12--82 ALLSTATE ELECTRIC COMP l Ut3Ci SEWER WATER look, t Ss: C:�/1 7-,'C-,g i i LUI H FATED SQUARE Mu TACE �J 5 � $ f. G1.RACE (PRIVATE/SPIED) ? ° $__,_._.��_•/� Per s. f. $ .S s-9 CAi?I'ORT @ $ per s. FURCi,ES @ $ per s. f. $ DECK @ $ per s. f. $ V,!,IUATION DATA. . . . . . . . . . . . . .$ 7 J' Yl ES $-------------- TOTAL VALUATION DATE 1st LAF� ER %'LLt;ATION @ $r Jper t'hc..5and TOTAL BUILDING PEK ZT $ PLUS 1/2 THE BUILDING PERMIT FOR PLAN FILING FEE $ 5_�-•_1s TOTAL FEE DUE $ _ �1� 2 PLC-MING PERMIT FEE $ ..�6 WATER METER SIZE ` _ & FEE $ SEttiER CO`��, C��O'3: SQUARE FOOTAGE Cj �' 1�i FEE $ fitiTATER Cfl'�TIECTION: FIXTURE UNITS J t) @ $10.00 PER UNIT $ 1sP `TOTAL BP & PC FEES DUE . . . . . . ? '0 TOTAL WATER METER CHARGE . . . . . . . . /TOTAL WATER CONNECTION C}i ARGE. . . . (-TOTAL SEWER CONNECTION CHARGE• - • •$ ___� — GRAND TOTAL DUE. . . FOR OFFICE USE ONLY Date....................................19 ...... Permit *........................Fee$........................ CITY OF ATLANTIC BEACH Valuation $..........-........................................... FLORIDAHouse #........................................................... ............................................................................ APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building; Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlanfic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. n� Date....I!!!A IW 4 S................................ 198 A�Owner.. 01=w..__t`���1AA ..... _------------------------Address............................................................Telephone No.-•-•--••-•-------••----..... Architect -- ...M16-7 -- ...�_......----•------.._._Address_..........................................................Telephone No---------_-----------•---- Contractor Builder._1V --- -_ ----- -�-------------Address-------.......................... -....._....__�.../...Telephone No..._...----......----...----- Lot No.--------- .............................Block No....-----�------- -----Sub Division....,'.55A t`'"" ..............................Zone................. 2.12.. i11L71 R.._�5Street----- ---- ------.Side Between-----.................-------.----------------------and..............._...----...........-------------_.. _.Sts. Valuation $. ,_+..r ?....... or what purpose will building be used..h-'�°-�I�NSE7..._.._.Type of constructionAp*A /STLCfC� 9 / � Dimensions of BuildingSV-----)!r.3:2._(P..Dimensions of Lot........................................................Size of Footings-.__..��•_-__.x__.�_Y7...... _ Size of Piers------------------------------- '�ize of S-___. --.-------...Greatest Sill Span in ft._.----_--.---.-.--------Type Roof..._.�#tA/l .__--- G,....._...._.Will Buildin be on Solid or Filled Ground?---.__..�(.._6.......... How will Building be Heated, Size of Sill's............. g Size of Ceiling Joists------------------------------------------- Distance on Centers......... ----------------•-•---•-...... Greatest Span............................................ of Size of Floor Joists-----------------------------------------------Distance on Centers.......... __ Greatest Span............................................ " Size of.Rsf ers-._.__!. U ---------------------- Distance on Centers.. -.......--•-------------•--, Greatest Span---��Z............................... „ This rectangle is to represent the lot. PPROVED Locate the building or buildings in the A CITY ATL%.NV BE �!ht position. Give distance in feet from lot-linea and existing buildings. BUILDING OFFICE REAR LOT LINE Two copies of plans and specifications shall 1 be submitted with application. MA 0 1982- Inspections required. cz- 1. When steel is in place and ready to pour footing. 'R-B�C.1 "P W 2. When steel is in place and ready to pour columns and/or lints. Z Z 3. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. q q M H 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT 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 attachpd plans and specifications which are a part hereof, and in accordance with the building regulations of the City of"tic BAkch. Signatureof Builder.. ............. . ................ . Address--•----•-•-•-----•-----•---------- ---_--------------------------------------------------- Signatureof Owner.........................A... ................................. Address----------------------------------------------------------------------.............................. ENERGY DATA REgUIRLD WITH PLANS �r (Must Be I esti 1 tin This Form OrIn Plans) E DATE^ � ovz- i3 ADDRESS "ZcQ�1� _ � EPI, -- `®�_ 4/y A,Ox 7(,:�5 Iasulation In Walls 31 (� tz;' (aA & Zee) R .nsulation In Ceilings 111sulation For Wood Floors R ,.'cncrete Slab Edge Insulation R Insulation Around Ducts Ducts In Conditioned Space Type Heating Systemcop ':ype Cooling System 'eha-uel EER �• .y,,:)e Hot Water Heater '. ype Glass In Windows and Doors : Double Glazed is Tinted Single Glazed Tinted -;c, Exterior Doors _ CHECK FOR FOLLOWING MFORMATI ON ON PLANS: � .,ue the dimensions of p11 windows and doors shown? If not, � this is required either on floor plan , elevations or7 a scFedule. Al- _;o identify any fixed glass . as the overhang size identified on plans .. _ If not , give here s the washer and dryer location shown on floor plan? not , draw in on floor plan. Also identify area as co itione�oo-r ,:��c. nditicned. ;.re there any ceilnj fans?. If so, they should be iden- tried cn floor plans. T:. a multi-zone A/C system to be used?--—_ (Operable door � must separate system) Is the building oriented on plot plan wit}: compass direction? i not , drL-iw in oil plot plan. 17 s; there a whole hou-.o fan (attic type fan with 1. 5 cEM/SF) ? 1 <, • , identify on flcor pial,. a CITY OF ATLANTIC BEACH AEgL j CAT)%LFOR P L>r481_NG pEFfdl T DATE LOCATION -_ ,- _"A PLUMBING FIRM _Z:)JbVv__ MASTER PLl ,nm___bbS CITY/COUNTY OCCUPATIONAL ONAL LI CENSE NO. U �' � u 0 b - �P STATE CERTIFICATE NO. - BUILDER OR CONTRACTOR____K �Z- ,+ bU 1`�i)Q.__N A TYPE OF BUI LDI NG YV� L. Q S e N ! �I SINKS SHOWERS LAVATORY WATER HEATERS 1 BATH TUBS DISHWASHERS URINALS __A_DI SPOSALS ,:)-CLOSETS -A-WASHING MACHINE FLOOR DRAINS OTHER ALTOTAL FIXTURE COUNT I NSTALLATI ON OF PLIt•SBI NG AND Fl XTURES MUST BE I N ACCORDANCE WI TH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLLMING CODE, = CITY OF ATLANTIC BEACH WATER CONNECTION CHARGE . DATE _ 1 �^ LOCATION OWNER - - \V '2 � . _ PLUPtBING FIRM MASTER PLUMBER BUILDER OR CONTRACTOR syn � --- - TYPE OF BUILDING_ PQ BATHROOM GROUP CONSISTING OF SHOWER STALL, DOMESTIC ( 2 UNITS) WATER CLOSET,LAVATORY AND BATH TUB OR SHOWER STALL. (,6UNITS) � SHOWERS GROUP PER HEAD ( 3 UNITS) BATHTUB ( WITH OR WITHOUT OVER _ SURGEONS SINK ( 3 UNITS) HEAD SHOWER) (2 UNITS) BIDET (3 UNITS) FLUSHING RIM SINK ( 8 UNITS ) SERVICE SINK TRAP STAND ( 3 UNITS COMBINATION SINK AND TRAY ( 3 UNITS) ) COMBINATION SINK AND TRAY W/FOOD DIS. POT,SCULLERY SINK ( 4 UNITS ( 4 Units) URINAL, PEDESTAL,SYPHON JET DENTAL UNIT OR CUSPIDOR ( I UNIT) BLOWOUT. ( 8 UNITS ) DENTAL LAVATORY ( 1 UNIT) URINAL, WALLL LIP ( 4 UNIT'S) URINAL STALL, WASHOUT ( 4 UNITS) _ DRINKING FOUNTAIN (11 UNIT) URINAL TROUGH EACH 2'SECTION DISHWASHER ( 2 UNITS) ( 2 UNITS) _ FLOOR DRAINS ( I UNIT) WASHING MACHINE RES. ( 3 UNITS) T^ KITCHEN SINK ( 2 UNITS," WASH SINK EACH SET OF FAUCETS KITCHEN SINK W/WASTE GRINDER ( 2 UNITS ) ( 3 UNITS) WATER CLOSETS, TANK- OPERATED _ LAVATORY ( ( 4 UNITS )I UNIT ) WATER CLOSETS, VALVE OPERATED LAVATORY ,BARBFR,BEAUTY PARLOR ( 8 UNITS ) ( 2 UNITS ) ` LALNVDRY TRAY ( 2 UNITS ) LAVATORY, SURGEONS ( 2 LN.rtTS) C11Y OF ATLANTIC BEACH 716 oCEAid I3oU1_FVARD ATLAN T I C BFACII, Fl_OR IDA ADDFNDUM TO BIJIIDING PLAN Building Location: The attached plan for- the above building is approved subject to meeting the following applicable construction requirements : a. Footings shall be continuous rnonolithic concrete under exterior walls , reinforced wi th two 5/8" deformed re i nfor c i ng rods for one-s tory bu i 1 d i ngs and three 5/8" deformed reinforcing rods for two-story bui� Idinos. Reiniorcing rods shall be placed in the lo,.,er one-third of the footings , properly placed and fastened on metal cables with wire. Footings sha11 be six inches wider on each side than the wa11 above , shall be at least eight inches thick and shall rest on firm soil at least twelve inches below undisturbed soi I. b. In holI-o-w masonry unit construction , ach unit cell shall be reinforced viith at least on No. 4 bar at all con rners , poured and tamped with concrete; such rein- forcing shall be properly tied intotheIooting and spandraI beam. c. Al wood truss rafters (roof const rtiction) , shall be securely fastened to the exterior walls with approved hurrit -.ne anchors or clips. d. Construction of nearby one- family dt,rellings , which are duplicates or intensely similar, shall be avoided. Such siiniTari -Ly considers the external configuration and appearance (i . e. , roof, outer Ura11 materials , windov size and design , and other like character-istics) of structures . In accord with the foregoing , similar and shall be at least 500 Meet apart if nny one similar &-,clling is visible fr�sm any other similar dwelling. e. The final connection between the horrse plumbing drain and the se%-er=service connection (at the property line) mu,:'t 1:,e inspected by the City before being covered. C i ty i-'.anayer hc• undersiyned hereby certifies that he has i'cad the above and understands that this ddr,ndurn takes precedence over any contrary details to the plans and specifications and grew to comply with the intent of this addei)durn- Cont race wner Date. "FAILURE T UEN LAW l'%N Iii_'itj . yw`c gyt9 `• Y 9 AN "" r4rry t j o", r-e. h e P r IMPROVEMENTS. FORM 900 AND 501 - 123 .}v�tNEST,�TE. FLORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION o 808 GRAHAM SECTION 9 GOVEANOff3 ENERGY OFFICE GOVERNOR POINTS METHOD LEX HESTER,DIRECTOR PREPARED BY: BRABHAM KUHNS DEOAY - CONSULTING ENGINEERS PROJECT NAME JURISDICTION AND ADDRESS 2' z, BUILDING PERMIT NO BUILDER C �z OWNER TO K FILLED 1N W $l0$-OFFICIAL TO K FILL90 IN BY 09014NiR STATISTICAL DATA t+ G _ C OP EPI 201if coc? / J3' 3 o G-9 Z4 HEATING SYSTEM TYPELar- X5 ATER SYSTEMA TYPE cm MASER OF MTS STRIP Q T f •Ai OIL SOLAR GAS OIL OOLAN COS FRAW OU ❑ ❑ ❑ ❑ ❑ ❑ ❑ BAKSlM T COMMON WALLS ,ontmc) ceiling MAXIMUM ALLOWED X It PROP APPRIONX O rawan TOTAL POINT$ IMAM SWAT" $AYRI00 EPI CERTIFIED BY: DATE. ��� EPI �a wz� 9D DESIGN CREDIT POINTS( rm:011 DESIGN PENALTY POINTS CPP) CEILING FANS IMI collo. $PAttI I PER RAM AND ORYER Ir cm$PON 3 MULT! ZONE A/C (Orm"Ll 00001MATto $r 5 ENING OF GLAGS+( 4011. 5 OPERAOLE WIDOWSaN:oR roll[ PER Roots SOK or ROOM WHOLE HOUR FAM (I.I► CFYi sr 1 5 TOTAL 9G PERSCRIPTIVE MEASURES' - CHECK FOR COMPLIANCE SECT_IO00 CHECK HEATING SYSTEM EFFICIENCY 503.4 ❑ AIR CONDITIONING CONTROL'S 503.7 A/C DUCT CONSTRUCTION $03.9 PIPING INSULATION `f!I#Cl/LATIM$1 503.10 ❑ $T0T 1 WATER HEATER I AONIIA[$o_»LANLI $04.2 ❑ SWIMMING POOL$ 504.: [] TOTAL SHOW0 FLOW KSTRICTOIRS 504.5 FORD/ 900 AND 901 - 123 RESIDENTIAL. CALCULATIONS ZOWS423 WINTER GROSS S U MISERGROSS WINTER J SUMMER COMPONENT AREA X WPM = POINTS COMPONENT AREA X SPM = POINTE R3-3.9 552- 18. 3 2- V R3-3.9 1009 ( 1114-5.9 1Sa6 R+-5.9 9.9 b R6 aUP 13. 1 J R6euP 9.2 J 7.8 9&& J WUW owll-16.9 �� 9.2 SOL/ 44m W RIS-25.9 4.9 �e�z R19-25.9 5.6 " 0 ' it 2s 6l Ur , 6 " o' 026111UP 4.2 COMMON 15, 7 COMMON S•O w WOOD OR METAL 1-7 247.7 /0 go WOOD OR METAL 17 36. 4 W//,F O INSULATED :;?-,o23S.S 4-710 0 INSULATED 0-0 < G�6) O STORM DOOR 12494 ' ' O STORM DOOR 29 .0 COMMON i 123.9 COMMON 1 9. 1 8. 3 RII-It•t 8.8 Rlt-li.t 5. 0 s R1t•!1.! SIS R22-29.9 4, 1 o R22-29.9 Soo 4 a R306 UP 3o3 7 R30 S UP jZc J 3, 7 a Rs-T.9 14.2 = Rs-7.9 14, 9 JJ i R6-9.9 1009 J J;2 R6- 9.9 1103 -- = pt RIO-11.9 9o2l 11A Zpt RIO-11.9 91S V i s R12-16.9 6. 7 h<= RIZ.1s.S 7,0 RIt S UP 580 R19 s UP Sts COMMON 9. 7 COMMON 3@0 RO-6.9 15• S RO- 6.9 o R7.10.9 6S u 0 R7- 10.9 W • 2. 1 4W ;Ril- 16.9 S,6 ; Rll- 16.9 1.8' � { R19iUP 4. 0 �CRI» sUP 1,3 0LDv NO-2.9 19. 4 O�[QR -2.9 600 �oR3•S.9 12.4 tto Id Oo - 5.t 3, 7 kL?s = Rs-io.t 9, 3 �z - 10.92.6 WO R11-16.9 6. 2 WI - 16.9 2.2 R196UP 404 O9 &UP 1.6 t COMmom907 COMMON �� - EDGE INSULATION PERIMETER WPM GWP AO- 2.9 92. 7 11077 R3 - 5:9 69.S R6 & UP 46.4 OR AREA SINGLE DOUBLE WOF GWP OR AREA SINGLE DOUBLE SOF OSP CLR T94 CLR TIN N 157. 4 120.8 N 46 123 120 10 NE 157. 4 120.8 NE 21 186 190 1 E 1 S 7. 4 12 0.8 E 242 252 209 s SE 1S7. 4 120.8Z SE 7� 1 219 226 `?a ' /- -i 4t S 1 S 7. 4 120. 8 i S L90 160 160 13 ~ SW 15 7. 4 120 .8 a SW 2161 219 226118r- coo ac c s W 1 S 7. 4 12 0. 8 W 89 242 251 +� kw 157. 4 120.8 !� NW (o 41 21 186 1901 / (o0 s ` - H 4 6, 4 7 9. 3 J y H 48q 1408j 432 >J i J IL a a a O p _ Z 0 p H:HORIZONTAL GLASS ( SKYLIGHTS ) FOR TINTED GLASS SL 10 0.83 SEE SEC.902.2d 'maw TOTAL GROSS WINTER POINTS TOTAL GROSS SUMMER POINTS LF16KROLASS I.ti 1"F{BERGI,AiB �� ' "is '6,00 !1.12 1.8P,rE11GLAa 1.12 10mcomsp, 1.00 IN COMM1.00 HSM FROM TABLE 9A ��3 )( .2 CSM FROM TABLE 98 ©� / T U7/ FLOOR AREA(DIVIDE) 2(03//g -/0,� j2 ,� FLOOR AREA(DIVIDE) C) �-/L 5 4"W WINTER POINTS (WP) �� �� BUMMER POINTS(SP) FORM 900 AND 901-123E ZONES- 123 WINTER POINTS SUMMER POINTS HOT WATER POINTS CREDIT POINTS PENALTY POINTS + -7 + - 3. EPI FEWER TOTAL POIN ' ARE ENCOURAGE FOR MAXIMUM ENERGY SAVINGS FORM 900 AND 901-123 ZONES 123 9F WINTER OVERHANG FACTOR 9F SUMMER OVERHANG FACTOR ( WOF) (SOF) FEET N 1 NE E ISE 1 8 SW I W NW FEET N NE E 8E 8 1 SW W I NW 0-0.99 Joao U.96 0.99 1 0.74 0.71 0.82 0.93 Joao 0-0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.UU 1 -1 .99 1.00 1 0,98 0,99 0.75 0.73 0.83 0.93 1.00 1 - 1 .99 1.00 1.00 0.9q 0.98 0.97, 0.qe 0.99 1.00 2-2 .99 1.00 0.90 0.99 0.77 0.76 0.64 0.94 1.OU 2-2 .99 1.00 0.98 0.94 0.92 0.91 0.92 0.94 0,96 3.3.99 1.Do 0.98 0.99 0,81 0.7q 0.87 0.94 1.OU 3 -3.99 1.00 0.95 0.69 0.66 d.8`5 0.66 0.69 0.95 4-4 .99 1.UU 0.98 U.44 0.04 0.63 0.69 0.94 1.00 4 -4 .99 1.00 0.91 0.84 0.60 0.62 0.80 0.64 0.91 5.5.99 Joao 0.99 1.00 0.87 0.67 0..92 0.95 1.00 5 -5 .99 0.99 0.66 0.79 0.7L 0.79 a.76- 0.79 0.63 6-6 .943 1•t7U U.99 1.00 0.90 0.90 0.93 0.96 1.00 6 -6 -99 0.99 0.65 0.75 0.73 0,76 0.73 U.75 0.85 7-7.99 1,OU 0.99 1,UO 0.93 0.94 0.96 0.97 1,00 7-7 .99 0,99 U.83 0.72 0.70 0.77 0.70 0.72 0.63 8-0 .99 1.00 0.99 1.00 0.95 0.96 0.97 0.96 1.00 8 -8,919 0.99 0.61 ,000 0.66 0.77 0.66 O.?O 0.81 9.9.99 S-OU 1.00 1•U0 0.97 0.96 0.96 0,96 1.00 9 -9 .99 0.98 0.79 0.66 O.L7 0.76 0.67 0.66 U.79 10-10.99 1•UU 1.00 110P1 "8o-q9. 0.99 0.99 0.99- Joao. 10-10.99 0.96 0.77 'DiL6- 0.66 0.76 0.66 O.LL 0.77 I I a UP 1.UO 1.0a 1oUO 1.00 1.00 1.00 1.00 1.00 11 -11.99 1 0.97 0.76 U.I.I. O.L4 0.76 0.64 0.64 0.7L 12 8 UP 0.97 0.75 0.63 0.64 0.76 0.64 0.63 0.7g 9A HEATING SYSTEM MULTIPLIER (HSM) NEAT PUMP COP 2.0-2.19 2.2-2,39 c'.L-2.79 1.6-2.99 3.0-3.19 3.2-3.79 3.4G UP HSM 0.31 0.4S 0.111 0.36 0.36 0.33 U.31 0.29 SOLAR NEAT (BACKUP SYSTEM FRACTION)X(BACKUP SYSTEM HSM) GAS NEAT Us so OIL HEAT 11.70 ELECTRIC STRIP HEAT 1.00 98 COOLING SYSTEM MULTIPLIER (CSM ) ELECTRIC -SEER L,8-L.`19 7.0-7,49 ?.5-7.91 C.Q 8.49 8.5-6.qq q.0-q,49 %5"9.99 10.0-10.4 1U.S-10.99 11.0-11.99 12,04,UP S M 1.41 0.93 `0.87 n,e1 0.76 0.72 " 0.68 0.65 U.62` 0.59' 0.54 BAS COP U.t&U.44 0,45-0,49 a.�D-0.54 0.55-0.59 0.60-0.64 0,65-0.69 0.704.UP CSM 1.50 1,25 1.E'1.i 1.In 1,UU 0.92 0.&q NOTE t SEER•COOLING MODE COP a3.413mARI RATED COOLING OUTPUT IN STUN =TOTAL WATTS CONSUMED e , 9C HOT WATER CREDIT POINTS ( HWP) ELECTRIC RESISTANCE HEATERS 0.0 GAS 7.0 MINIMUM CERTIFIED DCR OF 6,000 BTU PER BEDROOM AND 15'GALLON STORAGE PER BEDROOM 1L,5 SOLAR MINIMUM CERTIFIED DCR OF 9,000 BTU PER BEDROOM AND 20 GALLON STORAGE PER BEDROOM 19,3 MINIMUM CERTIFIED DCR OF 12,000 BTU PER BEDROOM AND 2? GALLON STORAGE PER BEDROOM 20.6 A/C HEAT MINIMUM CERTIFIED RATING OF 1500 BTUH/TON MINIMUM HOT WATER STORAGE TANK 40 GALLONS 13.0 RECOYERY MINIMUM CERTIFIED PING OF 2500 BTUH/TON MINIMUM HOT WATER STORAGE TANK 40 GALLONS 1s,J t UNIT E'' IOLLECTION RATE(DCR) 13 MEASURED AT 122-F USING FSEC STANDAP .»IIOA SOLAR DAY