The URL can be used to link to this page

57 19th St (Vault) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j e ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000176 Date 2/05/09 Property Address . . . . . . 57 19TH ST Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 9200 ---------------------------------------------------------------------------- Application desc REROOF FL 544 . 7 ------------------------- --------------------------------------------------- Owner Contractor ------------------------ ------------------------ WEST, SUSAN/GREGORY CHILDERS ROOFING & SHEET METAL 1800 PELICAN COURT 10416-196 NEW BERLIN ROAD NEPTUNE BEACH FL 32266 JACKSONVILLE FL 32226 (904) 696-8550 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 76 . 00 Plan Check Fee . 00 Issue Date . . . . valuation . . . . 9200 Expiration Date . . 8/04/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 76 . 00 76 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 76 . 00 76 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. NOTICE OF CON EWENCEAWNT State of Tax Folio No. t JO ��H,rAf:-'5 _^ County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OCOMMENCEMENT. n Legal Description of property being improved: 1 l-j—a I Q A -N . • �$3 Multi 7rT' �1 10-�C. 2ya u n d 3 P-I P bW-09 N1n r+Yi AlIart7�;h`e, �, n-� Address of property being improved: JB" l 7�i 32taa General description of improvements: _ Owner:_ --- ✓�Q1QYl I A/' S� Address: �J7 1q111 54-- A4 la-r-h6 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor: Address:. 1Y, Mt �S� -&V.2 E, 8-2-Zd Telephone No.: (Qq(le slr� Fax No: too 10 SIS I Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address; Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name- Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(I)year from the date of recording unless a different date is specified): TI US SPACE FOR RECORDER'S USE ONLY OWNER *Signed: l"_� Date: Before me this r_day of in the C of Dwak State Of Florida,has ply speared �"""'• HELEN E ALLEN Notary Public at Large,State of I tori4 C�ot of . ��. r n •.� W commission expires: o?'aZ X 9 B ~ Notary Public-Slate of Florida Personally Known �` or D pn Expires Feb Z4.2012 Produced Identification: Oomnsssion#DD 761515 Doc#2009026911,OR BK 14770 Page 999, Number Pages:1 Recorded 02/04/2009 at 03:23 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION `LOCATION INFORMATION' Permit Number: 19516 Address: 57 NINETEENTH STREET Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: ADDITION _ Township: 0 Range: 0 Book: Proposed Use: Lot(s): 5 Block: Section: 0 Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: ��. OIIAItIIENI:INFQRM/ TlQN. Date Issued: 1/28/2000 Name: SUSAN & GREGORY WEST Total Fees: 32.50 Address: 1800 PELICAN COURT Amount Paid: 32.50 NEPTUNE BEACH, FL 32266 Date Paid: 1/28/2000 Phone: 904 246-8659 Work Desc: INSTALL PLUMBING IN ADDITION SHAWN ORR'S PLUMBING, INC. .PERMIT 32.50 i . . r , ttonsA Rs u� �-' UNDER SLAB PLUMBING ,TOPOUT FINAL I I NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. .J ATLANTIC BEAC BUILDING D--EPT. � ; g CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 1 I J1 /l1-��''�T< < OWNER OF PROPERTY: TELEPHONE NO. PLUMBING CONTRACTOR �5 TivcS�/ CONTRACTOR' S ADDRESS: -J 5-9 '-q =. 0SLC tlLA Cl-- 3ZG5(1 STATE LICENSE NUMBER: C-F-L_ (Z: 5 6 �°� 3 TELEPHONEC35�� - Ph q Oy) HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS 1 SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES: x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904 ) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION FEB-17-2000 11:33A FROM: 247-5045 T0:81q_04272922_ CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO TILE CHIEF ELECTRICAL, INSPECTOR. DATE:_.,— _ Ig IMPORTANT NOTICE; r_ IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACIIED PLANS AND SPEC]FK;ATIONS. WHICH ARE A PART NEREOr, AND IN ACCORDANCE WITH T14F ELECTnICAL RECULATIONS, GORES ANU CI i Y OF ATLANTIC BEACH ORDINANCES. �i4iZt L� tC of DaAMCc 416qMTEnRELECTR21AN ELEQTRICAL FIRM: IGNATURE ., . NAME ADDRESS; BLDG.SIZE --�"IIETWrEN: RES.(+I' APT. ( } COMM.( } PUULIC( } INDUS.I I NEW( ! , SOLD( } REYt. ( � AbDITiON Ili'" TnAILER 1 } TEMP.I ) SIGNS ( } .----SO. PT. SERVICer NEW( I INCREASE( ► REPAIR( ) FEF CONDUCTOR SIZE AMPS COP Eli I A M.( } ITCH O 8R AKER AM PH W ~�~ 7GE AYXMT.SERV.5(ZE tp O 'AMPS pW 3 W OLT RACEWAY FEEDER$ NO, f SIZE-/00 NO, SIZE NO. SIZE -- LIGHTINGOUTLEYS /� CONCEALED OPEN T _TOTAL RECEPTACLES / CONCEALED OPEN TOTAL v.'o AMr6. ---- -.. -140 AM P5. SWITCHES INCANDESCENT FLUORESCENT&M.V. ` FLXLtd .too xt�s. oyna APPLIANCES � DELL TRANSF. AIR N.P.RATING H-P, RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CLIL IIEAT: KW HEAT Q 1 OVER MOTORS li.}'. I VOLTAGE PHS NO, i N.P. VOLTAGE PIIS MISCELLANEOUS 4&4a& 1� CITY OF 4&4 /.S//ea"cA' Office of Building fl ial REQUEST FOR INSP ION Permit No. Date Time A.M. Received �] P.M. Job Add r ss i LgEality Owner's Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 11 Footing ❑ Rough Wiring ❑ Rough C Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer 1 Fire Pre Fab lace 13 READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday i � A.M. Inspection Made _ .M Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date CITY OF 1Q� Office of uildi g Official REQUEST F R NSPECTION Permit No. Date Time A.M. Received / PY`i-I Job Add call y Owner's Name _Contractor BUILDING CONCRETEECTRICAL PLUMBING MECHANICAL Framing ❑ ng ❑ Rough Wiring ❑ Rough E] Air Cond. & 1:1 Re Roofing ❑ Slab P Tem Pole ❑ Top Out t] Heating Insulation El Lintel 1-1p Final Cl Sewer e Fabce ❑ READY FOR INSPECTION Mon. Tues. Wed. Thurs. riday M. A.M. Inspection Made7 PM. Final Inspection Ll Inspector Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT-INFORMATION -~��LOCATf�3 '� NF I Permit Number: 19474 Address: 57 NINETEENTH STREET Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ADDITION Township: 0 Range: 0 Book: Proposed Use: Lot(s): 5 Block: Section: 0 Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: ,.; OWtV tNL r Date Issued: 1/18/2000 Name. SUSAN & GREGORY WEST Total Fees: 47.00 Address: 1800 PELICAN COURT Amount Paid: 47.00 NEPTUNE BEACH, FL 32266 Date Paid: 1/18/2000 Phone: (904)246-8659 Work Desc: REPLACE AIR HANDLER AND CONDENSER/HEAT STRIP CCSNTRA RM s k ,. •^ r ' AIR ENGINEERS INC. PERMIT 47.00 I FINAL ROUGH MECHANICAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $47.0014 C' Date: 1/18/00 01 Receipt: 00277SO CHECKS 23632 ATLANTIC BEACH B ILDING DEPT. 00100003221000 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ` ATLANTIC BRACH, FLORIDA 3111311 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: C (eteraaRn, Shaels: Setween And WILDING su►-di.ia.� 11. IDENTIFICATION — To be completed by all applicants, In consideration of permit given for doing the worl as described in the above statement we hereby agree to plrform said work in accordance with the IHacbd plant and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of qood practice listed fhe.ein. 04. Name of MachoakaI Cenhaden C."iraNew If+rial) Master fsreepef pe,ftO.rar Syaahrn df Owaat SignafuN of er Arf►eriead Alleaf Architect or Engineer 111. GDOIAL INFORMATION A. Typo lift, W: B. Is OTHER CONSTRUCTION •alma DONE ON CJ THIS BUILDING OR SITE t Q St—O V O Nahtral O Cemttal Utility 11 1/es, OIVE HUMSE Of CONSTRUCTION O W PERMIT � Qo~l� O OMS. — $wily IV. te00HA r1" bQUlf 00 TO N OWALLIO NATO f WORK (f+re.ide e.rftpleft tut of comis""te oa boa of_ '"�thirfa I Residential or ❑ Commercial Howl O Spa O R m*W O' ftml O goer ❑ Now Building L4�Ak ,f,«,yrq: 13 Room $ C " fl Existing Building al'D*c4! Srs4a: Waferfal Tudno@a. ❑ Riplacement of existing system f.laaiwws capdty�4 a f,,,, ❑ Now installation(No System prevlously installed). Q 4a44eealiee O Extenalon or add-o to existing system ` Q Coelia*' Own a, cap.sHy _.�„ w,.....,_.^.,,_._ q ns. 0--Other_ Specify_��_. ❑ Aft aprieklens Nomber of b+� Q Eke.itm Q taAagff O b"Is ar__._..._Ilwatie►) T1+IK IMCi iKM OlplRa Uri ONLY O Caaaiae (wrdw) �Qe«fl>afl Q Teaks Iwl Rentetlu O LPG aalat--- Itwiftkter) O UO&W pewe ve" O S.Ara Pencil Apfi'reratl �.— _ D.la p OMS► - SOW* NMO -�..�.. WIT ALL EQUIPMENT AIR COND1111014M AND REFRIGERATION EQUrjkwNr number Vafta DautpUms Me"NumberIL I \r. r IEATUIG • FURNACES, BOILERS, FIREFILACEi 1f,�► ?fvrabertidta Dsseftptba me"N%M*W K tEI'ZT) • CITY OF 1 ,nu �FNIINO�U- Ro -vD DATE /o - 2 JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS �9oos /oo �" G / q o o G -7 Th Please call me at 904-247-5826 if you have any questions. Sincerely, (:;:D/ C� ATLANTIC BEACH BUILDING DEPARTMENT �r.- �"� 'rte �y��, �,,,` .".��.��'--'�'J�'- ��r�1• • � ^- ' _ 0 . J ��Jjji 1111 ONIt 1 hill F=js s + .� w� •.o a • � .8 ` rx Irk„AM 0 9A ✓,�,"ry ,"�7.x'1 mORGAN AFTH TEL No r-,2808 Dec 29 ,a3 11 :09 Pd0 . C+01 P - 06 c 777 dv t%o , 4 -� M vi ' � e1 —� fie j 'outq - cO 1;1 � ,° — / _ Ili 21t -47 Irl i l s}y Al jr- _..;..rte \ - „_- "�',S�al1i'�J�d / +{� /� ��0.��---•Q�" tca- u, I I i i�1� I tCn , 25 'hk w 'g l,Jh' Cv10F'GAP! AprHITECTS TFL, H �n l pec Vis, 11 : x1' hln .i� ?1 F . 3 i xl °C<6 !aA C cn �J 1 ,J 00 c co ez: tuo N07 co�,.., Q ti i y� _}..._.,. .1�dly f*, lei acs rL to-ItajjaS lit r 4w u. u Pits MAP SHOWING SURVEY R OF ;-tEC THE EAST 20.00' OF LOT 49 1999 A REPLAT OF TRACT A ��' 7 NORTH ATLANTIC BEACH, UNIT #3 City of Atlan c Bea Building an onin AS RECORDED IN MAP BOOK 47, PAGES 91 do 91A, PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. TRACT B 40.00' 0.5' _589'4552"W 0.5' SET 5/8" REBAR 20.OQ FOUND 5/8" REBAR I.D. LS /4890 I.D. LS /4890 WIRE FENCE O a O rnLOT 3 -1 p C 0 z m OM CU -A 'rn 0 .P'> LOT 5 > n'1 LOT 4 Ln 0 D N Z z Do 0 0 z o Z o z w D 0 0 vO N o �► -t w „p 00 V � s S' UTILITY EASEMENT FOUND NAIL DISK 180.00' � _ I.D. Ls #4690 40.00' ... ,QQ' IND I.DNeso eAR173.20' SET 5/8" REBAR , " N89'45'S2"E RIGHT—OF—WAY S89'45'52"W I.D. LS /4690 N89 45 52 E WIRE FENCE ON LINEf 19th STREET FOUND #"CONCRETE MONUMENT I.D. LS /4690 40' RIGHT-OF-WAY PAVED I HEREBY CERTIFY THIS SURVEY EXCLUSIVELY M. GREGORY K. WEST AND SUSAN S. HILL. FIELD BOOK 97 , PAGE(S) 12 FIELD DATE 5/24/95 THIS PROPERTY LIES IN FLOOD ZONE X—WHITE BRANDT WILSON & ASSOCIATES AS SHOWN ON THE FLOOD INSURANCE RATE MAP ( F.I.R.M. ), COMMUNITY PANEL NO. PROFESSIONAL LAND SURVEYOR 1200Ooot D , MAP DATED �1 APRIL 17, 1989 [� FOR CITY OF ATLANTIC BEACH, DUVAL CO., FL.. 4075 A-1-A South, Suite 201, St. Augustine, n32004 I - (904) 471-7512 NOTES: CERTIFICATION: 1 HEREBY CERTIFY, that the survey shown hereon was mode CORNERS AS NOTED under my direction and supervision and is correct to the best of my knowledge and belief and that It meets minumum technical standards THIS IS A BOUNDARY & LOCATION SURVEY as set forth in Chapter 61017-6, Florida Administrative Code, pursuant NORTH IS ASSUMED, BASED ON SAID PLAT, REFERENCE to section 472.027. Florida statutes. BEARING AS SHOWN, (NORTH RIGHT—OF—WAY OF 19th ST.) ELEVATIONS ARE BASED ON UNITED STATES COASTALja.,. L AND GEODETIC SURVEY (U.S.C. & G.S.) NATIONAL VERTICAL DATUM (N.MV.D.) 1929 R. B ANDT WILSON P.L.S. FL CERT. No. LS4690 NO UNDERGROUND UTILITIES OR STRUCTURES Not valid unless embossed with raised seal LOCATED I RVEY WAS PERFORMED IMTHOUT THE BENT DRAWN eY: BW .los No.. EFl OPINION, LEGAL DESCRIPTION WAS 95239 T SCALE: 1"-20, SHEET NO. t OF 1 MAP SHOWING SURVEY OF LOT 5 A REPLAT OF TRACT A NORTH ATLANTIC BEACH, UNIT #3 AS RECORDED IN MAP BOOK 47, PAGES 91 & 91A PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TRACT B %T 5/6" PFRAR P, t S #44iq'() 60.00DF CK S89'45'52" 09 5' SET 5/9- REPAR 10. is #4690 WIRF FENCE LOWEST FINISH FLOOR FI.FVATION 21935- +(R(-MJNr) rl #2041' THIRD STORY il 7' 13 M o' 3.0 It 6.r 12.3' z z 4,6 < THREE STORY 4.0 z 0 DWELLING fl� -.4 0 0 6.7' to 6.7' 0 f —- 12.3' -17.8' i O 0 q It 17.8' It OD -.— -------- ----- 0 7) DECK rn 0% 0 6 0 (A > C5 CONCRETE DRIVE (5 P 5' WRITY FA'41AFNI 1`0111,10 NAR_ Ar NrV 10 1 S #46qf1 240M SET 5/8- REFIAR ---- iL-60.00 1.0, LS #4690 5/8" RFIIA1-13.20' SFT R N89'45'52E 4. I #4690 WIRE FENCE N89*45'52"F S89'45'52"W ON I-INE+ F�,,Nr) 19th STREET 40' RIGHT-OF-WAY PAVFD I HEREBY CERTIFY THIS SURVEY EXCLUS1VF1_Y To- nNAk '1;k)RVFy 5/24/94 PEOPLE.; FIRST FINANCIAL SAVINGS & I OAN A-, -W F"JI'MAPON LOCATION 12/7/93 CoMMONWEALT14 LAND T1TLE INS. Co., (,,PF(;,)py ,IJ F IF!0 PrxW, 36 , PAGF(S) 62 WEST At SUSAN S. I-lit-L FATE DATE: 4/21/9,3 Ply LLF', IN flf)()() lot,4r., X WIIITE S',1,()CIATFS "IF F'1001) IN��,I.IPANCF RATE 11RANDT WILSON & A PROFESSIONAL LAND S� (1)MMIINITY PANE uRVFY0R 11 NO. MAP I)AIFI) y Or ATI ANTI(: R(Ji,j)1,IVAI CO . F1 4075 A-1-A South, Suite 201, St. Augustine, Fl, 12on4 t - (904) 471-7512 iii 4 0 T FS CERTIFICATION! I HEREBY CERTIFY, that the survey shoCnRNFRS wn barn, was " ie AS NOTED under my direction and supervision and Is correct to the bent knowledge and belief and that it meets minurnum technical star "Il THIS IS A BOUNDARY & LOCATION SURVEY as set forth In Chapter M17-05. Florida Administrative cf)cir.. p4u rpt NORTH IS ASSUMED, BASED ON SAID PLAT, REFERENCE to section 472.027, Florida Statutes. BEARING AS SHO%N, (NORTH RMT--OF-WAY OF IM ST.) ELEVATIONS ARE BASED ON UNITED STATES COASTAL AND GEOM-11C SURVEY (U.S.C. & G'S.) NATI(WAI. VERTICAL DATUM (N,O.V.D,) 1929 R. IIIANDT WILSON P.L.S. FL CERT. Nn, [.54614(1) I,,lNnER(.MO11M0 UTILITIES OR-Y3 STRUCTURE L N lid unless embossed with raisedraised'S ri U ,ATf D sAnl "A'R'-`FY WAS PERFORMED WTH(XJT 114E BENEFIT DRAM BY: -K)O NO.: —---- OF A TITLE OPINION, LEGAL DESCRIFITION WAS BW 93461 PRnMDFt) By CLIENT SCAlF 20' 1 V�FT W i LO rn _ 61 � 71 (D s.,., . . '` Z-O or le .374 74 i t'C L... e � tom? m b CP . �w CD 14 CD CD i c �n O ac{ ofril CD 20-0 rn 1 0 i a r LN V ' fAl a \ CO OL ■ West Residence - Atlantic Beach - William Morgan Architects - 9 AWril j 093 4 C 2 5-�o j z > U ( I - - _ -<�- 70 1 J - m } C � 4 i i b IT:s } t i i 3-lam Zj' 1 i +1 i i -- - Ij 1 ' I - l C) _ I i 1 I c : - 1V . I I ...f. R. O 0 _ ` S\ 4tx- r rn D Jul M i N _ rnrn rrn � 70 m z ..., 7n IV West Residence - Atlantic Beach - William Morgan Architects - 9 April 1993 lo — olN on o ° 77-777=77 0�0 CP r� � \ � .p ' - US .Co_ ` N —rt O / 10 > 1 r7f Q s1 !o I ~ _ AA a i� lo Z r,rTI N > m a r p 0 0 v v Ko4 Av\— \I -07 Jr. rp f� _ fill � m D W VV' est Residence - Atlantic Beach - William Dorgan Architects - 9 April 1993 33"8" 17`\ I W III ; ti o -n 0 i t f PR,SL.DRS, ; I 25NV, Rol) gym\ { p ' I CD on I i on N C) i ,t 6 ADJ. NY. _ / r PAIATRY - r IST —�D', �- Its , '`r\ ti .�z Nom_ � �•,_ v i1 - 0. ICp I. raI � — I 03 Lto w I � I -4 03 31N I v I csti-a � r West Residence - Atlantic Beach - William Horgan Architects - 9 April 1993 ----------- -16 __- on O �. . , z S, 1 7y P, I A- CD -n as cT) CP m -4 t9 r r x; PA D� � nvp;:G © � Z ` . � o rz1 r� z C7 n -I•� fJ •..._._. _ = n C1\ ..�.J�. p UN f` • O N G � 1 c p _ TOP of SHEAT AINU 3- �} ►` �-- T0P 0� FRAAM - WALL �"� West Residence - Atlantic Beach - William Morgan'. Architects - * 9April 1993 X3'8 '► 5=4 CL o I � I N N I w -� Ip .� , — iI xUn a I N L > CD -13 �. IT] —ri 6\ O. x �o e x I z ^ k _ i 41- I I .� I i II -nN moo. o P o �, West Residence - Atlantic Beach - William Morgan Architects - 9,Aprii 1993 i i t = � � 1 ri ir 02) _ 12 1L _ i C5 Cri -- I �l1J T , ;K rr 2x&RR Ca 146 C3 4-(2)2xg 6x12 wD'f3M 3W _ R pt bX 12 rj ap - x 4 i Weses1dence - Atlantic Beach William Dorgan Architects - 9 April 1 993 --1 rn O C, .a n MCD z o v t11 .-r O rn �- z L� -71 _ o rn < 00e - = x til rn n d01 f133� Z � Z i f x U1 rn � CL -N3C _ 70rp �t � r -n N a te{ ;o► 1'2 m r �Ip �..• Residence - Atlantic Beach - William Morgan Architects - 9 April 1 .9.93 O n 71 y _. O X �— i M rill 7 R - �n C 0 :ri a 2. n ' C - o i-o nk °n c Cc $ �./ z x. r e10 10 10 OW West Residence - Atlantic Beach - William Morgan Architects - 9 April 1 993 • L II � j M � o O � M rn � � C U 0r Q L� 7� i \ O r � � � n x zt r M to IN v C N o �n a 1 West Residence - Atlantic Beach - William Morgan Architects - 9 April 1993 i ? nG�B'� i8R@7„ Z IIUl CAIJ O r--- C CA �- \ L 1 r /� cD t O r i I o N Acz, + 74 w S 03 Ilk C) 4y)- M N 1 .� a atm . � rn -Zi e n, if RSV, 20 A.PR `3 S Wes►\ Residence - Atlantic Beach - William Dorgan Architects - 9 April 1993 � L 0= Y. AL1G,N fq rl I �� I ANS = 0 Ln v� H cn C7 VINYL WwoOw FRAME NT, A � x —I n- o 73A ,r Pe, 3 to N_ FT4 W �` -( - 70 C z n oQ g . Cl) n Z o cfl Qp n z a O Cz -74 c� O „� - REy, 20 APR,93 N 1 �ef-.t ,R' sldenc ,e - Atlantic Beach - William Morgan Architects - 9 April .1 993 — _w— rrl - - + o II � -•1 \ / it � I � � �� - I� � * 10 , ITI rn ! < D _� _ Ni /� \ / vli✓ ' - yr �i / i a r 4 D ( rt � r r- rr o z �-4 ? � z n ff 7P I F� � firn ter' > � M �� rzn 6 o P STA , t-- { a J r' r 0 n c nrn U.. A c> 7 7 �,� `8 7 D � a fin IT" 7r `O 1' t� 1--------- _ n Q -n ;b r7f 2) 0y � c� -� -Io Q N a' • :-;VI ;i � Q T! C> j tai `ra i1 DJ a Q oo D x' z m O , r ! `nj N < mow. -1 C) r* o W �_ (T ?> n O JCS 1 . rn o _ ON x i n C) I m I von -l �I ,J 41 73 rr bryDAN . V rn c� I G rn � 0 - rpi C5 Z r r �% zr I �N°I i vN► � REV. 20 APt2 `5 . W s Residence - Atlantic Beach - William Morgan Architects - 9 April 1993 t xv-U1 Ln W TJ LO U1 < 7C3 tr� n-N7 Dt FH W -� C CD ' JCl = r� 5 kA �fti ZC -/ X -d ko� xZ C v) na z � b -Z Z rn " � �= 3y S r a y S N -4J Dt �' N N= '.4 -47, . •-1 Z n m � ^I " kil- n r f Z - rp D -a - (A F - 6\ C� v. Co N i mto VV II Ido CA) 0 3 ' o CD z � z � fi E-Ph DwN N_ r ni tl rm Cn ; . A 7> - rr CD m r� GN a rn d z _O �k z �5 rn � O I r \Li V 44- w =r m ti O0 W t-3 (A O x ' -t x` rn o Cr 0 Z n N rL n tA t � 1west Residence - Atlantic Beach - William Morgan Architects - 9 April 1993 o P N� M0 - k, —.W. "r vLA --i n \Q--4 ^P_ k, I /V W N _ - 0 z _ ri L? n ' � r1 � 3, -1-4 CJS lV� N --) rJ © , • -{ F a i C z o _ z 0 o L1 N 01 � o 0 N N rn . � Top of 5►-GATE-1 t 1<7.-T1 r � 71 01 West Residence - Atlantic Beach - William Morgan Architects - 9 April 1993 . w 3 41. � � I � � a • 3-d �, I � s Lo w • a. • -AIN I Io Z P3 s 1 3--9'. ._. - u w TA - ► (o ..r TYP Ul o V, O ft7" rb _ U' I 4 0 0 • x r s- ti W I 1 k c 3 3 -gb�S'G�.. e E� C i 2 27ciz� N It 14 CL- r .� N o Sa 3 t,_ -.� w j' ' 710 C VC O T' `c!; N � -V20Z � N ti \, tip bl=, p � S�X��•�� 6�. � . f� ° A 6 3 2 � y Q QS pp N LZ N f' - IZ r 3 � r-1 �70 1 X rI ri I I �, J7 Z n 'Je F n X -71 71 2r 4 _ " �-^_� ,+ rn , O YV ! ell �� l2 X3.3.. - 3- o►, i X CP � y SOS 12ANGL.. I � �q0, rn M7Q 728 I F T-4— FKD]qT IPA►'�EL ( , ME'TER 24 s Wrest-Hill Addition -57 Nineteenth Street, Atlantic Beach - William Morgan Architects - 15 Decembe 96" CL G QD, (49"CLE-Ave N LAw is 114 )1 STUDY YVALL 0 N,4�)WT yew i TI 1/4" 2'x 4.01 S TVn$ e 3 4VI a STu HO 2A ` p 2nix ! 0 n f ;A rn p Nn x , y00 ZQD Of 00 z I r- m Xoz rA C: D o Mz •" ! � c� \\ + /ice �� CEi� vi fC ��- x i \� �o ��/ // �I , - --� - 13, X 16.D x - _ 00r8 141, 0 17 rTI n, r„ � ) D aC3 � � ax I OD yam. r r r�� ire �M"�- « t r Z x I i z n C7 A 9T Z 4 MA)z f2>7 N West-Hill Addition - 57 Nineteenth Street, Atlantic Beach - William Morgan Architects - 15 December 96 i a �t v► as \ r' =0% V ti °° o0 r l O-q ` 1 '� 1 rYribJOD ,�V to Xj c941 �� '� V1 4 - r 4 N LID = 1> ! :a r o ... TYR. 0 _17 .� -° cn "..0M� _ N4p ; _ �►. 14 1 \ f E 4 29 MAY2 57 W West-Hili Addition - 57 Nineteenth Street, Atlantic Beach - William Morgan Architects - 15 December 96 0 n ?s PUr' 7A M, � 0 NN Ipp G1 C 'TI ?� t3 ;�► X `, Q � tl o - .per p MOO ic� sTGa229 CS F I . .x 504 wLn P-r M 4T(022 -,4rofj z , r �. N .� m CIO (b ' Qi2V ; COM x — z � } y , n Q r , n N 7 ST x022 9 = / 24 MNO-W ■p West-Hill dditlon 7 Nineteenth Street, Atlantic Ee1ag1t--. Uiiliam Morgan Architects - 15 December 96 i r � 64 ;0001 LA 101#1 � Of ,8 Lift , o' Q p ,, , b - ro s" .10 N - r ' `< r� ;-4 xv •".I J i S �r ;.Olt I> rnT I �C yx I .. , LA I S � �� - o P. O_ O; Z i =r _ RSV. -Aq . ?4 k4* 97 West-Hill Addition - 57 Nineteenth Street,Atlantic Beach - William Morgan Architects - 15 December 96 m ;77— 17 r } I MID• ?► N c . i o �D,► -- 1? -ZZ gyp, N , ON rl T j N V c-) ;� o �,, �- 770 o 'r N r L-- 14%W S3 ace �_ -moi �� - p M A �ri /► %- '.�'"� s � ' N 171 TI � N_ � � BE T- ---_ ~ CA rim W a CI -4 077 rA M 72 ' I'I F o _ - E - 4 R sY z4 M,A+rL V West-Hill Addition - 57 Nineteenth Street, Atlantic Beach - William Morgan Architects - 15 December 96 i i Ca _.L *� j m rp O � -. � _Tf - S - C nN A N ( O V. c 0 LL - C iZ�v, 31 AG,DD rzt-,424N Apt g-7 West-Hill Ad ition - 57 Nineqeenth Street Atlantic Beach - William organ Architects = 15 December 96- i a r i i f CN .i V (It ..Ej X ' i I , ED r Sol , , i i II R' r- fn ra rn ... 871 M, ro n i d rl �aa Of =.� W REY 31 AG 'fig f t M '� aj7 i est-lklli Addition - 57 Ni ete nth St et, 16rit each - William Morgan Architects - 15 December 96. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING i 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 j ELECTRICAL PERMIT ° PERMIT INFORMATION - '` �-'LOCATION INFORMATION Permit Number: 19026 Address: 57 NINE TEENTH STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: TEMPORARY POLE Township: 0 Range: 0 Book: Proposed Use: Lot(s): 5 Block: Section: 0 Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 10/25/1999 Name: SUSAN & GREGORY WEST Total Fees: 25.00 Address: 1800 PELICAN COURT Amount Paid: 25.00 NEPTUNE BEACH, FL 32266 Date Paid: 10/25/1999_ Phone: (904)246-8659 Work Desc: CS#6 50AMPS 1 PH 3W 240V CONDUITRW ALUM -TEMPORARY POLE CONTRACTORS) — --- APPLICATION FEES ------ ----- GATOR ELECTRIC OF ORANGE PARK, I PERMIT 25.00 _ Insyections Required__ -- :- NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I $225.00 14 Com-- C Date: 10126/99 01 Receipt: 0006436 ATLANTIC BEACH B ILDI EPT. 001000 133 3 03221000 CITY OF ATLANTIC BEACH, FLORIDA II Approvodby APPLICATION FOR ELECTRICAL. PERMIT i �v I TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_. _ �� " (9 199 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. 7vR Ec-k<-m( F ORANGE. ELECTRICAL FIRM: MASTER ELECTRICIAN SIG ATURE JOURNEYMAN NAME GE Iz4r_ CY�nrr�gc77i.� ADDRESS:,6 0. /1 s RFD BOX BLDG.SIZE BETWEEN: RES. (X) APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ! OLD ( ) REW. ( } ADDITION (X) TRAILER ( ) TEMP. j SIGNS ( ) SQ. FT. SERVICE: NEW PC) INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS D COPPER ( 1 ALUM. SWITCH OR BREAKER -0 AMPS PH 3 W 0 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 [--2,30 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER 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 PNS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS .MAv A" U-�,,c2 0 TRANSFORMERS: UNDER 600 V. OVER 600 V. .SOB ADDRM S ,S"? W`ram Tt�-•t.. TYPE WORK PROPERYT OWNER. ,�� kJc-Q�` TEL EPHONE R, s9 CONMCT'OB_,Ve�f�ir� s e jlet,_ ,rte �IM THONE T' PERWNUMBER o �'1 S 'R-) q DAA 9 /a 8 Z9 9 INSPECTIONS: FOOnNG o r SLAB C, 2zq ,7 TSB BEAM LLVTEL NALUNGISHEATHLVG FRAWNG/COVER UP .2o �+ LVSUL MON F 7VAL BUILDING 4 - /5- , CERTIFICATE OF OCCUPANCY ELEc uCAL PERAff '# . / 9 Ob IIVSPEC77ONS ROUGH MECTIANICAL PERMIT# EVSPEC77ONS ROUGH - l V ,00 FINAL PLUMBLVG PER1 M A) LVSPECTIONS ROUGHATAIDER SLAB TOPOUT WATERISENER NOTES: CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 f PERMIT tNFORMATION _ __ _LL l LQCATtONNN�INFQRMATIO�i_ — -- l Permit Number. 18879 Address: 57 NINETEENTH STREET Permit Type: ROOM ADDITION ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: Lot(s): 5 Block: Section: 0 Square Feet: Subdivision: NORTH ATLANTIC BEACH j Est. Value: Parcel Number: Improv. Cost: 112,000.00 OWNER INFORMATION Date Issued: 9/28/1999 —Name: SUSAN & GREGORY WEST Total Fees: 884.00 Address: 1800 PELICAN COURT Amount Paid: 884.00 NEPTUNE BEACH, FL 32266 Date Paid: 9/28/1999 Phone_: (9_04)246-8659 Work Desc: CONSTRUCT ROOM ADDITION PER PLANS —------ ---- -- CONTRACTOR(S) ---,--T.: APPLICATION FEES -- SCHAEFER, JEFFREY E. PERMIT 744.00 WATER IMPACT FEE 140.00 I i -- -- �- SLAB ctrons:Requiret-_- =--COVER UP --- -- FOOTING FRAMING INSULATION FINAL BUILDING I NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OV PAYING TWICE FOR BUILDING IMPROVEMENTS" j ISr�,ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION F VIOLATION OF APPLICABLE PROVISIONS OF LAW. — --- � I � I m ,rb b MR �. 8744.00 14 _ Date: 9/28/59 01 Receipt: 8098872 NTIC ACHWBUIL ING DEPT. CHECKS 3565 08100083221008 /CITY OF 2/� fY �GIIKC /.i A-�LDZKia 1 Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received _ Job Ad ress Lo alit Owner'sa�� Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ iring AougMn ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole Top Out ❑ Heating Insulation ❑ Lintel 'Ina, I7 Sewer ❑ Fire Place ❑ Pre Fab REA INSPECTION Mon. Tues. Wed. Thurs. Friday P. . /D 2 A.M. Inspection ade PM Inspector Final Ins ection ❑ Certificate of Occupancy G Date CITY OF ATLANTIC BEACH PERMIT CALCULATION SH ET Address Date Heated Sauare Footage _(d $ Pei six r _ ; _ Garaae/Shed @ $ per sa r J 4t Carport%Porti, a j e- s(7 2 az 10 L� TOTAL VALUATIOTI : 06 T.!t ' 'aluat:on 1st $ 40a 0o0 y� e a' � wemalning Value � J per thousan�a or portion thereof TOTAL BUILDING FEE S . v + 1/ 2' riling Fee $ (, } Fireplaces @ 515 . 00 BUILDING PERMIT FEE S 7 _�_" WATER IMPACT FEE SEWER IMPACT FEF. W .TER METER,'TAP CAPITAL IMPP:CVEMENT $ _ SEWEr: TAP _— RADON (HRS ) CO50 S SECTION H PAVING $ HYDRAULIC SHARES 5 CROSS CONNECTION S SURCHARGE . 0050 S O'T'HER $ GRAND TOTAL DUE _C/j� ADDITIONAL PERMITS OR FEES : Mechanical Plumbing_ Electric/New Electric/Temp ; SwimmingPool Septic Tank Well ; Sign Finish Floor Elevation Survev Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH Fixture Unic Worksheet for Wacer Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE M ASURZE4ENT OF WATER DE..4AND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO TriE CITY SYSTE;i. THE WATER SUPPLY CH. WATER �RGE IS HEREBY FIXED AT 7,;ENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CI-1: WATER SYSTaM, f BATHAOOlf GROUP CONSISTING OF ' WATER CLOSET, LAVATORY & BATH SERVICE SINK T?tAP STAND TUD OR SHOWER STALL (6) (9) WATESt CLOSET, TANK OPERATED (4WATER CLOSET VALVE OPER;TED (g) BATH TUB/SHOWER (2) URI?lAL WALL LIP ( ;) TS'HCVM GROUP PER HEAD (3) F OOR DRAIN (;) Q_SHOWE3 STALL DOMESTIC (2) LAUNDRY 77"Y (2) LAVA70AY (1) (tel F p A ;L / — C�.-. SINK AND y _WASHING Y..ACHINE (3) PO'", SCULL—TRY SINK ..� DISHWASHER (2) WASH SINK EACH SE. C= _X.r7CEEN SINX (2) FAUCETS (2) DENTAL LAVATORY (i) Ki7ca i SINK WITH WASTZ _ —GRIXDEZ (3) DF_N7AL UNIT OR CUSPIDOR (?) 4 j Fa DZDEi (�) URINAL STALL, WASHOUT (G) FLIISHiIIiG RL'i SINK (8) CON.BINAT:ON SINK AND TROY WIT FOOD DISPCS. (4) URINAL. PM£STAL. SYPHON JET BLOWOUT (2) DRINKING FOUNTAIN (1/2) LAVATOR:, L&K2ER/3EAU7Y SHOP (2) ICE RAKER (1/2) SURGEONS SINK (3) LAVATORY, SURGZ0NS (2) JACUZZI (Z) URINAL STALL, WASHOUT (4) TOTAL PIXTURE UNITS $20.00 FAC,i JOB INFOR.u..ATION 3 IriGil KYLfS"7 4,awf - .v .! f.r^ CITY OF ATLANTIC BEACH , `� - 1999 PERMIT APPLICATION REMODEL, ADDITIONS, OR GWr MOVING,DEMOLITIONS Building and Zoning Owner(s) : GREGORY K. WEST AND SUSAN S . HILL Job Address: 57 19th Street Phone: (904) 249-0567 Lot f0on Block or Unit # 3 Subdivision: Tract A North Atlantic 4jV4,qb 3„8 Contractor: JEFFREY E. SCHAEFER State License # AG-s'�Q- Address: 1414 Plainfield Avenue Phone No: ( 904) 264-3106 city Orange Park, State Florida zip Code 32073 Describe work to be done: ROOM ADDITION TO EXISTING HOUSE Present use of building: RESIDENCE Valuation of Proposed Construction: $ 112,032.00 Proposed use: RESIDENCE Is this an addition? YES If yes, what are the dimensions of the added space: 29 . 5 ft. X 20. 5 ft. Will the added area be heated and cooled? YES New electrical (or increase) ? YES (INCREASED) New plumbing fixtures? YES New fireplace? NO New Heat/AC? YES SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEYY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR IDA V , IF O IS NTRACTOR. Signature OWNER: Date: (' f04Q Signature CONTRAC 0 Date: c3 AS TO OWNER: qQ Swor��„t6a_ and s �}�etMggore me this day of 19 1.1 �"� PATRICIA A. POCOCK My Commission Expires (� arch 4, 2001 NOTARY PUBLIC A!* CTA,Co CC 626691 Sworn to and subscribed before me this t� day of UBLIC ANNIE M.BROOKS y MY COMMISSION#CC 735322 � EXPIRES:05/041=�OF 11 0$ 1-800.3-NOTARY Fla.Notary Services&Bonding Co. . FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTIO ` Florida Department of Community Affairs IV E Residential Whole Building Performance Method A -- 7 1999 Project Name: West Hill Addition Builder: JSchgf r ;. Address: Permitting Office: r+i/ 0 stlan�ic B-ea h City, State: Permit Number: Bulilding and Zonin Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: 18.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 10.00 4. Number of Bedrooms 1 _ b.N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area(ft2) 540 ft2 c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 42.6 ft2 a. Electric Heat Pump Cap: 18.0 kBtu/hr c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:6.80 d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A 8. Floor types a. Raised Wood,Post or Pier R=19.0, 105.0fF _ c. N/A _ b.N/A -_ a N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,628.8 ft2 _ EF:0.86 _ b.N/A b.N/A _ c. N/A _ - d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,565.0 ft2 _ 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Una Ret:Una AH:Garage Sup.R=6.0, 1.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.08 Total as-built points: 7737.90n n QQ Total base points: 8357.40 r/`1 I hereby certify that the plans and specifications covered Review of the plans and TxE sT by this calculation are in compliance with the Florida specifications covered by this ti0 = Tho Energy Code. calculation indicates compliance PREPARED BY: Air Engineers Inc. with the Florida Energy Code. Before construction is completed DATE: AUG 3F199-9 this building will be inspected for 4 I hereby certify that t s buildin , a gned, is in compliance with Section 553.908 compliance with the lorida E r Florida Statutes. OWNER/AGE -/ BUILDING OFFICIAL: DATE: ' DATE: n, - 2 •_S `� EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 540.0 33.05 3212.9 Double,Clear W 1.0 1.5 2.6 36.99 0.64 60.5 Double,Clear W 1.0 5.0 20.0 36.99 0.95 702.1 Double,Clear E 1.0 5.0 20.0 40.22 0.95 763.1 As-Built Total: 42.6 1525.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood,Exterior 11.0 628.8 1.70 1069.0 Exterior 628.8 1.70 1069.0 Base Total: 628.8 1069.0 As-Built Total: 628.8 1069.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 19.0 6.10 116.1 Exterior 19.0 6.10 116.1 Base Total: 19.0 116.1 As-Built Total: 19.0 116.1 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 540.0 0.60 324.0 Under Attic 30.0 565.0 0.60 339.0 Base Total: 540.0 324.0 As-Built Total: 565.0 339.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood,Post or Pier 19.0 105.0 0.77 80.4 Raised 105.0 -3.99 -419.0 Base Total: -419.0 As-Built Total: 80.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 540.0 10.21 5513.4 540.0 10.21 5513.4 Summer Base Points: 9816.5 Summer As-Built Points: 8643.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 8643.6 1.000 1.047 0.341 1.000 3088.7 9816.5 0.3573 3507.4 8643.6 1.00 1.047 0.341 1.000 3088.7 EnergyGaugeTm DCA Form 60OA-97 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 640.0 9.76 949.1 Double,Clear W 1.0 1.5 2.6 10.77 1.12 30.9 Double,Clear W 1.0 5.0 20.0 10.77 1.01 218.2 Double,Clear E 1.0 5.0 20.0 9.09 1.02 186.0 As-Built Total: 42.6 436.1 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood,Exterior 11.0 628.8 3.70 2326.6 Exterior 628.8 3.70 2326.6 Base Total: 628.8 2326.6 As-Built Total: 628.8 2326.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 19.0 12.30 234.2 Exterior 19.0 12.30 234.2 Base Total: 19.0 234.2 As-Built Total: 19.0 234.2 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 540.0 1.20 648.0 Under Attic 30.0 565.0 1.20 678.0 Base Total: 640.0 648.0 As-Built Total: 666.0 678.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood,Post or Pier 19.0 105.0 0.88 92.0 Raised 105.0 0.96 100.8 Base Total: 100.8 As-Built Total: 92.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 540.0 -0.59 -318.6 540.0 -0.59 -318.6 Winter Base Points: 3940.1 Winter As-Built Points: 3447.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 3447.2 1.000 1.064 0.501 1.000 1839.3 3940.1 0.5340 2104.0 3447.2 1.00 1.064 0.501 1.000 1839.3 EnergyGaugeTA°DCA Form 60OA-97 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2746.00 2746.0 50.0 0.86 1 1.00 2809.86 1.00 2809.9 As-Built Total: 2809.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 3507.4 2104.0 2746.0 8357.4 3088.7 1839.3 2809.9 7737.9 PASS /oj,cx$STgr�o� f�coD WE��.. EnergyGaugeTm DCA Form 60OA-97 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Mufti-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Se arate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.5 The higher the score,the more efficient the home. 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: 18.0 kBtu/hr _ 3. Number of units,if multi-family I _ SEER: 10.00 _ 4. Number of Bedrooms 1 _ b.N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area(ft) 540 112 c. N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 ft' 13. Heating systems b. Clear-double pane 42.6 t12 _ a. Electric Heat Pump Cap: 18.0 kBtu/hr c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:6.80 d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A _ 8. Floor types _ _ a. Raised Wood,Post or Pier R=19.0, 105.0ft2 _ c. N/A b.N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0,628.8 ft' _ EF:0.86 _ b.N/A _ b.N/A _ a N/A d.N/A _ c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,565.0 W _ 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) o1-tae sTtr� in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on install o an res. - Builder Signat Date• a Address of New Home:X-7 �� City/FL Zip: GOD WIR *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStdrm designation), your home may qualify for energy efficiency mortgage (EEM)incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version: FLRCNA-200) RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: WESTHI-1.RSR For: Jefferey E. Schaefer 1414 Plainfield Avenue Orange Park FL 32073 ' F 264-3106 ' s� t' By: AIR ENGINEERS, INC. 10947 BEACH BLVD _ ! 1999 JACKSONVILLE FL 32246 904-646-9037 City Of Atlantic Beach Job#: Wthr: Jacksonville AP FL Zone : Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 OF Outside db: 94 OF Inside db: 70 OF Inside db: 75 OF Design TD: 38 OF Design TD: 19 OF Daily Range M Rel.Hum. : 50 % Grains Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg.Heat Loss 19842 Btuh Structure 40267 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp. Swing 3.0 OF Design Heat Load 19842 Btuh Use Mfg.Data n Rate/Swing Mult. 0.99 INFILTRATION Total Sens Equip Load 39864 Btuh Method Simpli fied LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 0 Internal Gains 15410 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 1202 Btuh Area(sq.ft.) 540 540 Tot Latent Equip Load 16 612 Btuh Volume(cu.ft.) 4320 4320 Air Changes/Hour 1.2 0.5 Total Equip Load 56476 Btuh Equivalent CFM 87 36 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make LENNOX INDUST Make LENNOX INDUST Trade VALUE 10 Trade VALUE 10 10HPB-048 10HPB-048 CB29M51 Efficiency 6. 8 HSPF Efficiency 10.0 EER Heating Input 0 Btuh Sensible Cooling 32900 Btuh Heating Output 0 Btuh Latent Cooling 14100 Btuh Heating Temp Rise 0 OF Total Cooling 47000 Btuh Actual Heating Fan 1743 CFM Actual Cooling Fan 1743 CFM Htg Air Flow Factor 0.088 CFMBtuh Clg Air Flow Factor 0.043 CFM/Btuh Space Thermostat Load Sens Heat Ratio 71 MANUAL J: 7th Ed. Right-Suite: Ver 4.1.2 0 S/N RS R2 2 6 4 9 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A, B, C, D r Job#: Zone: Entire House Filename: WESTHI-l.RSR Procedure A-Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 1.2 AC/HR x 4320 Cu.Ft. x 0.0167= 87 CFM 2. Winter Infiltration Btuh 1.1 x 87 CFM x 38 Winter TD = 3 619 Btuh 3. Winter Infiltration HTM 3 619 Btuh / 340 Total Window = 10.7 HTM and Door Area Procedure B-Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0.5 AC/HR x 4320 Cu.Ft. x 0.0167= 36 CFM 2. Summer Infiltration Btuh 1.1 x 36 CFM x 19 Summer TD = 754 Btuh 3. Summer Infiltration HTM 754 Btuh / 340 Total Window = 2.2 HTM and Door Area Procedure C-Latent Infiltration Gain 0.68 x 49 gr.diff. x 36 CFM = 1202 Btuh Procedure D-Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 0 Vent.CFM x 19 Summer TD = 0 Btuh Sensible Load for Structure(Line 19) + 40267 Btuh Sum of Ventilation and Structure Loads = 40267 Btuh Rating and Temperature Swing Multiplier x 0.99 RSM Equipment Sizing Load-Sensible + 39864 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 0 Vent.CFM x 49 gr.diff. = 0 Btuh Internal Loads = 230 x 67 No.People + 15 410 Btuh Infiltration Load From Procedure C + 1202 Btuh Equipment Sizing Load-Latent = 16612 Btuh *Construction Quality is: a No.of Fireplaces is: 0 MANUAL J: 7th Ed. Right-Suite: Ver 4.1.2 0 S/N RS R2 2 6 4 9 Printout certified by ACCA to meet all requirements of Manual Form J WESTHI-1.RSR Job# MANUAL J:7th Ed Right-Suite 4.1.20 - SN R5R2214' 1 NameofRoom Entire House Addition 0 WHOLE HOUSE 2 Running Ft.Exposed Wall 105.0 Ft. 105.0 Ft. 0.0 Ft. 0.0 Ft, 3 Room Dimensions,Ft. 628.8 x 1.0 ft 0.0 x 0.0 ft 0.0 x 1.0 ft 4 Ceiings,Ft Condit.Option 8.0 heat/cool d 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg length Htg Clg 5 Gross a 12C 3.4 2.0 840 rwww wwwr 840 '+w* wwww 0 wrrr rrrr 0 www* rr** Exposed b 0.0 0.0 0 waw wrww 0 wwrw wwww 0 rwww wwrr 0 rww■ rw*w Walls and c 0.0 0.0 0 rwrw wwrw 0 rr*r rwwr 0 rrwr wwrr 0 rrrw rrr* Partitions d 0.0 0.0 0 rrrr r►rr 0 ■rrr rrrr 0 rrrr rrrr 0 wrrr rrrr e 0.0 0.0 0 wrwr rwww 0 rrrr rrwr 0 rwww rrww 0 ■rrw wwww f 0.0 0.0 0 *+++ r*►r 0 wwww wwrw 0 wrww w*** 0 rrrw w*r* 6 Windows and a 3C 27.6 *• 281 7747 ++•• 44 1201 ***• 0 0 ■•*• 238 6541 •"' Glass Doors b 0.0 rr 0 0 www* 0 0 rww* 0 0 wrrr 0 0 rrrr Heating c 0.0 ** 0 0 +*•• 0 0 '••« 0 0 **•• 0 0 •••* 7 Windows and North 22.6 112 +*•• 2531 0 "+** 0 0 ++** 0 112 ++'+ 2531 Glass Doors NE/NW 0.0 0 **'* 0 0 *+** 0 0 +'*« 0 0 ""*+ 0 Cooling E/W 71.6 112 +••' 8034 43 '*** 3050 0 *•** 0 70 •*•• 4983 SE/SW 0.0 0 •+"* 0 0 *+•* 0 0 •••• 0 0 ***+ 0 South 37.6 57 +*•• 2143 1 "*"* 38 0 ■■«• 0 56 ■+•' 2106 Horz 0.0 0 '+++ 0 0 **** 0 0 **'* 0 0 '•*+ 0 8 Other doors a 10D 17.5 10.4 58 1021 607 19 332 198 0 0 0 39 689 410 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.4 2.0 500 1711 1018 777 2659 1581 0 0 0 -277 -947 -563 Exposed b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.3 1.4 565 709 802 565 709 802 0 0 0 0 0 0 b 16D 2.0 2.3 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 30.8 0.0 105 3232 0 105 3232 0 0 0 0 0 0 0 b 19D 1.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 10.7 2.2 340 3619 754 63 667 139 0 0 0 277 2952 615 13 Subtot Btuh Loss=6+8..+11+12 **** 18038 wwrw rrrw 8799 rrrw wrww 0 wrww rrrr 9239 rrrr 14 Duct Btuh Loss 10% 1804 **"* 10^/ 880 *■•• 10% 0 •••* 10./1 924 15 Total Btuh Loss=13+14 *►*■ 19842 «rrr rwww 9679 *■'■ '•'« 0 «**• "*** 10163 *•'• 16 Int.Gains: People@ 300 67 *••+ 20100 2 "■** 600 0 "•* 0 65 •"' 19500 Appl. ® 1200 1 •*'* 1200 0 +•*• 0 0 •**• 0 1 "'• 1200 17 SubtotRSH Gain=7+8„+12+16 •*+• '*** 37189 *•'• •*** 6407 ***• +*•* 0 •*•• *■** 30781 18 Duct Btuh Gain 10% +*** 3078 Ooh rwrr 0 0% wwrr 0 10% *'+* 3078 19 Total RSH Gain=(17+18)*PLF 1.00 +•"* 40267 1.00 **"+ 6407 1.00 **•• 0 1.00 '*•• 33859 20 CFM Air Required ***' 1743 1743 •*** 850 277 +*** 0 0 ••" 893 1466 Printout certified by ACCA to meet all requirements of Manual J Form MANUAL J: 7th Ed. Right-Suite: Ver 4.1.20 SN RSR22649 RIGHT-J WINDOW DATA Job#/ File name WESTHI-1.RSR W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R Addition a n s a c n n n n 2 90 1.0 0.0 0.0 1.0 37.6 1. 0 0.0 a n e a c n n n n 2 90 1.0 0.0 0.0 1. 0 71.6 20.0 0.0 a n w a c n n n n 2 90 1.0 0.0 0.0 1.0 71.6 22.6 0.0 0 WHOLE HOUSE a n s a c n n n n 2 90 1.0 0.0 0.0 1.0 37.6 56.0 0.0 a n e a c n n n n 2 90 1.0 0.0 0.0 1.0 71.6 36.8 0.0 a n n a c n n n n 2 90 1.0 0.0 0.0 1.0 22.6 112 0.0 a n w a c n n n n 2 90 1.0 0.0 0.0 1. 0 71.6 32.8 0.0 5 MIN. RETURN Book 9406 Pg sig PHO N E #_� REr!, €" ; Notice of Commencement 1999 c city C; Adan j,: BE'ach To whom it may concern: Building and Toning The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Description of Property: LOT 5, A REPLAT OF TRACT A NORTH ATLANTIC BEACH UNIT#3 AND THE EAST 20'OF LOT 4 DUVAL COUNTY FLORIDA General description of improvements: ADDITION TO EXISTING RESIDENCE Owner: GREGORY K. WEST AND SUSAN S. HILL w Address: 57 NINETEENTH STREET ATLANTIC BEACH FL 32233 e� Owner's interest in site of the improvement: 100% Fee Simple Titleholder(if other than Owner): NONE u+ Name: Address: L Contractor: JEFFREY E. SCHAEFER v� Address: 1414 PLAINFIELD AVENUE ORANGE PARK FL 32073 Surety (if any): NONE Address: Amount of Bond: $ Name and address of any person making a loan for the construction of the improvements. Name: Address: Name of person within the State of Florida, other than himself, designated by Owner upon whom notices or other documents may be served: Name: Address: In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option). Name: Address: 'THIS SPACE FOR RECORDER'S USE ONLYI /� A^ CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT -12_74- JOB LOCATION: u. L OWNER OF PROPERTY: kj BUILDING CONTRACTOR: PLUMBING CONTRACTOR AND ADDRESS: TELEPHONE NUMBER: l� `�_ U � STATE LICENSE NO: TYPE OF BUILDING: TYPE OF WORK: ✓fZ T J�� l Tfz �- HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS 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 CITY OF iftuae Ttack --- -- 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address eep`_ Sincerely, Building Department DATE:-(a--/ -� 7 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND AkE SATISFACTORY: ----------------------------- - �9ss ----- --- ---- ----- - ---------- -- -------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc:F1LE BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC 919ACN, FLORIDA 32!33 APPLI TION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT Applicant to complete all items in sections I, II, III, and IV, 1. LOCATION Sheaf;Address; OF IMerteI ting Streets: Iletween C BUILDING Sub. And di isien II. 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 with the attached Plans and sPecifications who Y 9 ee to : of good practice ch •r• • Pert hereof and in accordance with tho Cir r f C° °"" said wori a::;,�a._e P cs listed therein. Y , Jr.Iar.l'e prdinen..: e•: :•e•:e•ti: Name of Mechanical Contractor (Print) A Contractors Name of Mesh► Property Owner R 1 L Signature of Owner �(�+ or Authorised Agent Signature of Architect or Engineer 111. GENRAL INfCRMATI A. Type o ting fwl: 8. a"Mc IS OTHER CONSTRUCTION SING DONE ON THIS WILDING OR SITE 1 ❑ Gas—Q LP Q Natural O Clairol"t, ❑ Oil or VCS. GIVE NUMS[R of CONSTRUCTION ®�/ PERMIT n ❑ Other — Specify IV. UNCNANICAL IQUIPMENT TO EE INSTAL{ap NATURE Or WORK (Provide complete lid of compowts on back of this f"I It'11idsldential or C Commercial ZO"HHt O space Q Recalled 0--Ceatral O fluor LCYNow Building rsy Air Confit/ienings Q Roans O Central ❑ Existing Building "' "c+ x~"10 1i1itin•L llsick••••��` ❑ �R�pplaeomant of existing system Meafmrtm capacity a.f &--New Installation(No system previously Instaned) ❑ Ref i"natien ❑ Extension or add-on to existing system O Cooling tows►: Capacity ❑ Other— Specify O Fire Sprinklers: Number a/ hoses O Elevate► Q Mamlift O Eseeletsr ( ) O Gasoliea pW (nemb*r) THIS SPACE FOR OFF USE ONLY O Tanks (number) ) Ranwris ❑ LPG csa#*;ners (nvmbw) D unfired preal►ra vewl ❑ $*am ►•nmol Approved by pate ❑ Otlwr — specify ►ermif tR.� L18T ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT _Number Units DeftriptJ4 M44M Number K&Mdaahufer L7 A;'1!w�g ti �s�7 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: ^p i OF Intersecting Streets: Between�)_yl And BUILDING Subdivision IL IDENTIFICATION — To be completed by all applicants, fn consid0retion of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attachscl plans end specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good..practice listed therein. Name of Mechanical Contractors r Contractor (Print) Master1. F Name of U+� Property Owner Signature of Owner Signature of or Authorised Agent Architect or Engineer III• GENERAL INFORMATION A, Typo of hosting fuel: B. "tricIS OTHER CONSTRUCTION BEINQ DONE THIS BUILDING OR SITE? C3 Gas—C3LP C3 Natural C] Central Utility ❑ Oil IF YES, GIVE BEE�R__QF GCONSTRUCTION ❑ Other— Specify PERMIT IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this sfform*) 0_TU/RR dentias or ❑ Commercial Hest 13 Space ❑ Recessed 0---Control O Hoon Q' New Building "r Conditioning: ❑ Room afreI ❑ Existing Building Q-Duct System: Material Thickness.— 0 Rereplacement of existing system Maximum capacity �� CAM. U- ew Installation(No system previously installed) ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Cooling tower: Capacity ❑ Other — Specifyq.p.m. ❑ Fire sprinklers: Number of head- w ❑ Elovstor ❑ Msnlift ❑ Escalator (number) ❑:Gasolino pump$ (number) THIS SPACE FOR OFFICE USE ONLY ❑.. Tanks__ IR•«3»d) (number) • Remarks ❑ LPG containo (number) ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Dam ❑ Other — Specify Pormit Fee LIST ALL EQUIPMENT AIA CONDITIONING AND REFRIGERATION EQUIPMENT Number Units DacrlptionModel Number Manufacturer ) Al Agency nr Z CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 1g 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: MASTER ELECTRICIAN S G TURE NAME_ 21�VL'� ADDRESS:__S RFD BOX___ BLDG.SIZE_ s0 0 ,F/I BETWEEN: '-y vN O L I Q A RES.14 APT. ( ) COMM.( ) PUBLIC ( ) INDUS. ( ) NEW( ! OLD ( 1 REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SCI. FT. SERVICE: NEW INCREASE ( ► REPAIR ( ► FEE _ CONDUCTOR SIZE L AMPS r< ': U COPPER ALUM. ITCH OR BREAKERAMPS pH ' H► VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE N0. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AW-PS. SWITCHES 91.100 AMPS. INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMP8. OVER APPLIANCES AIR H.P.RATING H.P. RATING BELL TRANSF. CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS BUILDING AND ZONING INSPECTION CITY OF ATLANTIC BEACHATLANTIC DIVISION cFLORIDA JiiJJ APPLICATION FOR MECHANICAL PERMIT CALL.IN NUMBER IMPORTANT — /applicant to complete all items in sections I, li, III, and IV. I. LOCATION Sheaf jAdd►eu: OF WIIntern tiny Streets: between WILDING A^d___..� Sub•di inion II. IDENTIFICATION — To be completed by all applicants. In consideration of perm;t given for doing the work as described in the ab cve s+element we hereby agree ro ! ,, with the attacked plans end spec'f;ce+;ons which ere s pert hereof end in accordance with f e C;+ .f of good practice listed therein. Fe' o said we•i a::,•oe :: Y , Ject::r i I'e 4rdinanc..: e•: :b':e'7s Name of Mechanical Contractor (Print) r 4A r"/ Contraefors 7 a Master r Name o1 .l iroparfy Owner hh Signature of Owner or Authorised Agent Signature of Architect or Engineer 111. GENERAL INFORMATM A' Type of hosting fnel: ®, O Electric IS OTHER CONSTRUCTIOII 691NG DOOR Ost ❑ GTHIS �UIk.DiNe 0R SITE t'�� ' Gas—❑ V ❑ Nohlnl ❑ Cerlttel UNllty ---- i ❑ Oil IF YCSr OIVE NUMSIER OF CONSTRUCTION PERMIT �- Q ❑ OMer — specify rcl CNANI U NQU1PMSNT TO SE INSTALUD NATURE OF WORK otide complete Int of comporsessM on trek of tris tertss) Residential or C Commercial Most ❑ Spseo ❑ Rseeseed O Csstr.l Q Har Now Building O Air Cond+tionieg: 0 Rooth ❑ Control O Existing Building O Duct Sythm: Msforiei TMsk...._..,.,_ D Replacement of existing system Me■imum capacity e.f-ft I@ New Installation(No system previously installed) ❑ Rofrfg vetion O Extension or add-on to existing system ❑ Cooling tow«: Cepecity, .� O Other — Specify Q Are sprinklon: Number of heads O Elevator Q IrlarsliN ❑ Escalate) (1er�ber) O GusNne pum;r. (number) THIS SPAC! 111011i OppCg USE ONL1► ❑ Toekr (number) I Q LOG conte;*or. RsrneMs (nYmbe1) ❑ Unfired pressure votws O seam Permit /Approved In OMs► — specify — A F /a C/� Permit t LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT I+lacNumber Udb ec Dsrfptbtl X084111 NUMber xaa►utiaobmr ('�aibaa)r CITY OF ATLANTIC BEACH T1 BUILDING PEMIT CALCULATION SHEET Addres a, Date Heated Square Footage �`�� @ per sq ft = $ Garag St'ze @ $_._.,/ -OO per sq ft = $_ 3 2- Lf Carpo Porch 3 @ $ 1 _00 per sq ft = $ ,� I y ro Dec: /frfIt S @ $ ( .60 per sq f t = $ a 3 �o Patio @ $ per sq ft = $ TOTAL VALUATION: $ 0 .20 d 60,00 $ (Lo.ao Total Valuation 1st $ So,000 los ao_ / � Y� ao _ $ /6C 00 Remaining Value $, .a0 per thousand or portion thereof TOTAL BUILDING FEE - + 1/2 Filing Fee (/ ) Fireplaces @ $15 . 00 $� ,/ s'. 00 BUILDING PERMIT FEF $-- 6-0100 BUILDING PERMIT $_ 6 's—/' 00 _ WATER CONNECTION 49 Df 4d SEWER C ECTION $_ / ;2 50 . o WATER ETE TAF $ 00 CAPITAL IMPROVEMENT $ ✓2-5. o RADON (HRS) .0095 $ _ ,fiJ7 RADON (CAB) .0005 $� y SECTION H PAVING ( } $ HYDRAULIC SHARES $ OTHER GRAND TOTAL DUE $ 0 3 2- ADDITIONAL, ADDITIONAL, OR. FEES: Mechanical-!� ; Plumbing ✓ _ Elects°ic/ le�F _.__w�.E'l ct �.c/Te ala _..' S Septic tinggool_:i. fan _ ; Well ` i.gn_ �._ ,Finish Floor Elevation CALCULATIONS and/or NOTES: 0&JA.1F2 0,:rcc I.u37*4c SC&IZEIz A-A-'O t�"Afr�C2 sf�2c<<c E S ...4 •( f ..�f.... I P'el L)}i 1 ? _I3Ycck :iE G t2(7Yi iJ ___. 1' i I Lt iI. I i()Rim .a°';t I ry u d v �QY � f 1�� , d)^�i 19i)il 247,;N00247,;N00�'�� (94)41 z.�7 ti); :t:ion:_ a �� 11 -�C+ _ Buildin and Zoning treet ?lames \ D CRAddress: ZF't sola Of ttodttt If in a FLOODHAZARD lecd c:)e: urea C:ompl(:t(= i ago 3. Brief Doucription: Claoc of work: J O)JING INFORMATION Type of r n Conatruction: or,i ng � Proposed > ;trict:�lT p�, (lice:-_zin - /z //y��t Eritimate'd Value xceptions or Mxztcrrirals: ` r�,, , ariances Granted 344,1) �- L---------------- Solid or ------------------------------------------ Filled OWNER INFORMATION Method Of fiezatinu: — ..- Property Owners-sys_D � ��- �•(� Moiling -~ - __ Phone: Address_-� ""'•-� 1_--__-------•-_--- as a CONTRACTOR INFORMATION Contractor: �� _ _ -a ' Mailing ----------------- Phone _ Addrece s_ .�.: C _ ----- ----- zip: 3aa33 _ Licence Number:—C — �] _ Explvation I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATIOrd AND KNOW THE .';ANE T(I 1� I AND CORRECT, ALL PROVISIONS of., THE LAWS AND ORDINANCES GOVLRHING T)-II; TYPE OF vurdr: «` COMPLIED WITH, WHETHER SPECIFIED NwprIN OR HOT, 7H& GRANTING (IF A d''ERNIT DOP::; NU'i PPF•. GIVE AUTHORITY TO VIOLATG OR CANCk'L THE PROVISIONS Off' All Y ('6:LFRAL. �• REGULATIONS, ORDINANCF.9, OR LAWS. TN ANY it' Nf;id, INC I.tI[72 N(S Till: Gr1VFttNINY)�nF3('n 7" •� PERFORRANC.' OF CONSTRUCTION OF fill. pfa())LC-r• I LIlaUk R PAdID TffR2' Tdf iti, I.i; 11 A(1�:L' (Id' �( `; 7 t CONTINC)E tIT US'UH T:dk. ARUViE: Isai•Clla ddh a I6 a tit Itf(1 1'da(t(� >,.,� 1T� •i UATA HAVE. LEER OR SI,ALd.. RL pRr)VIDc.I? A. ANO OaL '7 AN;3 Tl;y'T THE PLAN : ,4): • RCG111 T'E k'. -ems ,i ► � T Owner ;1f7n(�2.zsz rr Contractor 1 I CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DErAND 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) 111 i WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) -----BATHTUB/SHOWER (2) URINAL WALL LIP (4) ______SHOWER GROUP PER HEAD (3) 3 FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) COMBINATION SINK AND TRAY (3) --POT, SCULLERY SINK (4) -Lok-A act ---WASH SINK EACH SET OF FAUCETS (2) --DENTAL LAVATORY (1) jl�l -t-4 e7 DENTAL UNIT OR CUSPIDOR (1) 6V ' k-s otir-a' Lj (L' URINAL STALL, WASHOUT (4) F3 1 --COMBINATION SINK AND TRAY WITH ET ?! FOOD DISPOS. (4) —DRINKING FOUNTAIN (112) BLOWOUT (2) ----LAVATORY, BARBER/BEAUTY ICE MAKER (112) Is- SHOP (2) --SURGEONS SINK (3) LAVATORY, SURGEONS (2) --JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITSZ S-'- @ $20.00 EACH $ 7 0 JOB INFORMATION q � ARCHITECT/ENGINEERS CERTIFICATION COASTAL CONSTRUCTION CODE FOR ALL MAJOR STRUCTURES TO BE LOCATED WITHIN CITY OF ATLANTIC BEACH, FLORIDA APPLICANT' S NAME Ql �U� G��.PHONE NO. �^� DATE -/ OWNER NAME•G!&.++=.Y' K - lri/es R.E. TAX NO. : M A TYPE OF PROJECT: j��ew Home ( )Residential Addition ( )Garage ( )Pool ( )New Commercial ( )Commercial Addition ( )other 911 STREET ADRESS: �C�• { ) We claim the structure to be exempt as follows: JI ( ) Garage with no provision for occupancy - detached one and two family only ( ) Pier, Dock, etc. ( ) Other (Specify) I also certify that no structure listed above may be remodeled or converted to a non-exempt use without being upgraded to fully comply wh the ordinance. / Signed: Date:v/ ---------------------------------------------------------------- CERTIFICATION This certifies that the plans and specifications submitted and sealed by the undersigned meet all criteria set forth by the City of Atlantic Beach Coastal Construction Code. Roof covering is exempt from the 110 mph requirements of the Coastal Construction Code, but meet all the other requirements of the City of Atlantic Beach Building Code. ( The structure including foundation, frame, roof decking, exterior walls and floors has been designed for wind loads of 110 mph, With all design complying with-the 19 Chapter 12 , Standard Building Code. ----------------------------------------------------------------- Windows, doors and all other exterior devices comply with the 110 mph wind load. -------------------------------------------------------'---------- (�Cj The structure is located outside the area affected by wave forces, OR ( ) The structure is capable of withstanding wave forces resulting from a wave crest height of feet above MSL including uplift forces. -------------------------------------------_------------------------ ( } The structure is located in FIA Zone A and the foundation design has considered possible exposure to water and erosion, OR The structure is located in FIA Zone X and the foundation will not be exposed to hydrodynamic, hydrostatic loads or water scour, OR ( ) Foundation design has been completed with floor elevation above the specified stillwater elevation, and to resist wave, hydrodynamic, hydrostatic and wind loads acting simultaneously with dead loads. Erosion computations for the foundation design have taken into account the nroiected 3n-vpar Prnsinn FL.00DPLAIU DEVELOPMENT x"dF=t3Q�rEA°T'�U�A Type of Developments - Flood Zone: Required Lowest Flocs Elevations ---------------- If building is located within a flood hazard zollf-, €a survey" be made AFTER THE SLAB HAS BEEN POURED, Certifying that LOWEST FLOOR ELEVATION is equal to or above the baacae f1cod elevation established for that zone. No final inspection will be made and no certificate of czcc;t��x�r,c will be issued Cantil the survey is on file with tLe bui l dixgj Department. COMMENTS: Applicant Acknowledgement: I understand that the Issuanc.c:_ this permit ia Contin'®ent upon the above inform at;jc3n bc}i� correct and that the Plano and supporting data hav(� bec-+a-A or lt1,1��3 ?. be provided as required. I agree to comply "It.h all 21 Gcv1a provisions of Ordinance no. 25--7-11 and all Other ordinances affecting the prc)fconed develo,,anaent. Date__ _IS _-Applicant's Signatur i ---------------------------------- Department Use Required Lowest Floor Elevation As Built Lowest Floor Elevation ___-_-_-------------- Survey Filed with Building Department------------- Kilding-Department Repreuentativcv TREE RRi'MOVAL APPLICATION SECTION A - iaPPLICAT.101qs IvJuST hl,; 1-1'E(,EJVED EY NC)()N 01" THE NEDNE,;D�_" BEFORE' THI-11 MLETiNG ! C �rOPE :tY (,wrier ' Marne 'esS --------- Tel e p,I,o Location of Tree Removal/Site Alteration SECTION B - (To be completed by applicants whose property is zoned residential , includes an existing dwelling, and which is not presently owner-occupied ) 1 . What changes -are proposed to the above specified site? 2 . What is the purpose of these proposed changes? C ce W 3 . Specify trees Proposed tor, re'noval as follows : Tree Count , —Species --size(DBH x HGT)-- 4 . Will these trees be relocated on the 'same property? 5 . If not , Willi replacement trees be planted?----- specify proposed replacement trees as follows : Tree Count Species— —Size(DB11 x Species Species---e c i e Is- Attacn sire Plan . (140te: Al I trees -proposed for removal Must be marked on site by -red tape oj,- flagging) . SECTION B (MI oti!ei- i 1'ropert.y Znning : Submit the following: SITE PLAN/TREE SURVEY indicating: a ) Site t0l)ogrziPhy , existing and proposed b) Existing and proposed structures 0 c a t 10 ri of a 1 1. tree- w/D B H cif ix j.r.1(.,,11 s 0 1.- RIO): d Tree ::species a a i.z `Rees to 1.)e Y:eitioved stioulcl be. cicarly i-fiarked to be relocated should be clearly jj-jaj:k-,2cj Location of any proposed replacement trees h) Identify trees of special or unique characterl.StIC 1 ) Idenity trees within 1.0 feet of construction ai:eas, 3 ) Show location and type of tree protective barriers k ) Location of utilities , accesses and easements 1 ) Location of vehicle travel corridors ' M) Location of commercial sprinkler/irrigation systems n) Landscape maintenance plan (commercial only) 0) Staging areas for equipment and material storage 3 . All trees identified for removal must be marked on site by Ked flagging or tape . SECTION C I agree to comply with the rules and practices established in -naPuer 23 , krticle 1. 1 of the cod,- of Oi-clinances of Atlantic., TD)a t e Owners, Signature CITY-US-E-QNLY Applicant has complied with all provisions of Chapter .23 and requirements of the Tree cons-ervation Board , ree Removal Approve' Tree re on knee� NOTE: "Tree Protection for Builders and Developers" is available at City Hall or from the Division of Forestry, 8719 West Beaver Street , Jacksonville, FL 32220 . (781-1434) Department of Community Affairs SN'. 5131 t-L URIG7,4 ENERGY EFFICIENCY IENC. Y C.OO FOR BUIL GING CONS FRUCUUN FORM 60014.....93 Resider3tial Component Prescriptive Method ,4 NUR 77H 1'RU TEC.;7" N,�ME. Flan x'1487 So. Ft. BUIL DER.: 1'el ke y Builders ,4 NO ,A ODRESS.: l I-IERII-11 T 1"ING l CL IAM FE I OFFICE' Atlantic Bea f 2UNE.: / /__,l2. /, / 31,.,_ 1 OWNER GIE'e3 X &JOS7" l PERM T N(?. l JURISOIC rION NO. 1. New construction or addition 1. New Construction %'. Sir)gle family detached or fl#ul ti far7ril y attached 2. Single Fami1 y 3. If Multifamily /Von of units 3. 0 _ µ 4 If 11-yul ti family, is this a worst cast- (yes/no) 4. 5. Conditioned floor area (so. ft. ) 5. 1487. 00 c. Predominant eavre overhang (ft. ) 61 1. 00 7. Porch overhang length (ft. ) 7. 4. 00 8. Glass area and type.: Single ,t'ane 9oubl e F�arae a. Clear Glass Sa. 0. 0sort 457. 019soft b. ri n t, film or solar screen 8b. 0. Vsoft 0. 00soft 9. Floor type and insulation. i. Slab on grade (R value, Perimeter) 9a, ,,?.:::- 0. 00 28. 00 ft ._ b. Wood, raised (R value, area 3 9b. R.::: 19. 00 , 850. 00 soft 10, Net Wall type area and insulation- a. Exterior: /. Concrete (Insulation R value) 10a- 1 R.::: 5. 00, 195. 09soft,_„ E.vterior Y 2. Wood frame (Insulation R value) 10a 2 R.:! 19. 00, 1727. 00saft„_„_._ _ 11, Ceiling type area and insulation.: a. Under attic (Insulation R value) / /a. R.::: /9. 00 , 108, v0soft_____ a. under attic (Insulation R vc,�Iue) i la, R.::.30. 00 , 585. 00soft__.___ b. Single assembly (Insulation ,R value) l l b. R.:: 30. 00 375. 09saft._.__ 12-4ir distribution systems a. flue;is (Insulation +- Location) 12a. R.:: 6. 00 , uncond 13Cc?oling system 13„ rypew Central ,A/C SEER, 15. 00 14. Heatin_o System. 14. Type- Heat Pumv � . HSPF; 8. 50 _ 15k Hot nater system: 15. 7"ype, Electric.: EF 0. 93 1 6. Hc:?t Water Credits- (HR....Heat Recovery, 16. 19HP Oedi ca ted Heat Pump) 17. Infiltration practice: 1, 2 or 3 17. 2 18. HV4C; Credits (CF Ceiling Fan, CV. Cross vren t, M HF Whole house fan, RO ,Attic radiant barrier, A-1Z 71-Yul ti zone) 19. EPI" (Must not eXCeed 100 points) 19. 99. 15 a. 7`otal ,As--Built points, 19a. 24834. 98 b. Total Base points 19b. 25046. 73 I Hereby certify that the plans and / Review of the plans and specifications specifications covered by this cal cu / covered by this calculation indicates l a ti on are in compliance with the / compliance with the Fl c;)ri da Enemy Florida Energy Code. / Cade. Before construction is completed 1 this building will be inspected for PRE,t',ARED BY. /2122 „ VQ.1A/,eRpCS7 _ f compliance in accordance with Section G-),A 7"E• . . ', _ 1 55.x'. � 498 F. S. 1 I hereby certify that this buil ding .i / in compliance with the Florida Enemy f i."c?de. /� l f &.11L LING OFFICIAL : L0 ,+L _. I I'AA' I L. , Department of Community Affairs SN: h/31 FLORIDA ENERGY RCS Y En i~E-IC,IE:NC-Y CODE FOR BUILDING C ONS T"RUC,TION FORM 500.A-93 Residential Component Prescriptive method A NORTH '1ROJ`Et,',:'T N AVE-= Plan an #1487 So. Ft. QUIL DEQ R: Pc:I key Builders AND ADDRESS, l E'ERMI FT"INC> l CL INA TE OFFICE: Atlantic Beal ONE: 14_1 211 .:311 OWNER: 1 PERIIYI T' NO, 1 Jl rRISOICTION' NO. JJ� C tl 1. New construction or addition 1. New Construction 2. Single family detached or mu.ltif4mi?y attached 2. Single-..Family 3. If Nultifamily....ND. of units 3. 4if multifamily, is this a worst case (yes/no) 4. 5. Conditioned floor area (sq. ft. 3 5. 1487. 00 _ ._..... _ 6. Predominant eave overhang (ft. .E 6. 1. 00 7. Porch overhang length (ft. 7. 4. 00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 5a. 0. Osgft 914. 00soft ..__.._...._ b. Tint, film or scalar screen 8b. 0. 0soft 0. 00sgft 9. Floor type and insulation, a. Slab on grade (R value, perimeter ) 9a. R.:: 0. 00 , 28. 00 ft b. Woad, raised (R value, area ) 9b. R=19. 00 , 85000 soft __ ...._. 10. Net &all type area and insulation: a. Exterior: 1. Concrete (Insulation R value) loa.... 1 R.::- 5. 00, 198. oosgf(__ _ a. Exterior; 2. Wood frame (Insulation R value) 19a-2 R.::7-19. 00, 1 727. 9Vsgft_,_._ 11. Ceiling type area and insulation.: a. Under attic (Insulation 1?-value) Ila. R.:: 19. 00 , 108. 00sgQ______ a. Under attic~ (Insulation R value) l la. R.:::30. 00 , 585. 90sgftY___„_ b. Single assembly (Insulation .R val ue> 1 1 b. R:::30. 00 , 375. 00soft,_ 4__ 12. A i r distribution systems a. Ducts (Insulation + Location ) 12a. R:.. 6. 00 , uncond 13. Coaling system 13. Type: Central A/c: SEER: 15. 00 14. Heating System: 14. Type: Heat Pump HSPF H 8. 50 15. Hot nater system. 15. Type; Electric EF: 0. 93 _ 16. Hot Water Credits: (HR....Heat Recovery, 161 0HI'....0edi ca t ed Heat Pump.) 17. Infiltration practice.: /, 2 or 3 17. 2 15'. HVAC: Credits (CF-Ceiling Fan, CV....Cross vent, /8. HF-Whole house fan. RB-Attic radiant barrier, E4-7-Atu.l tizone) 19. EPI (must not exceed 100 points ) 19. 99. 15 a. Total As_,_Built points 19a. 24834. 98 _ �W b. Total Base paints 19b. 25046. 73 I Hereby certify that the plans and / Review of the plans and specifications specifications covered by this cal cu . / covered by this calculation indicates lation are in compliance with the / compliance with the Florida Energy Florida Energy Code. 1 Coot. Before construction is completed / this building will be inspected for PREPARED Bl': _ ��..._.. / compliance in accordance with Section 04 1"E: l 553. 908 F. S. / I hereby certify that this building is 1 in compliance with the Florida Energy / Coot. 1 / OWWEVA GEN 1"..___ .a_ .._ _.. ------ 1 BCrIL GING OFFICIAL IIVFIL rRA TION' REOUC FION PRA CFI(_-E COA9"L V NCE CHECK IS r SEC 7-101V REQUIREIVEN'T'S FOR EACH PRACFICF CHE CK PmAcrICE #1 606. 1 CO1YPL Y WI FN A L L IN IL 7-RA rION' PRESCRIP 7-1 VES. .......................................... ................... .................................. ....................... ................... .............. ...................1..............................................................................."...'....'............................................. Windows 606. 1 Maximum of 0. 34 CFM per linear foot of operable sash crack (includes sliding glass doors ). -------------------------------------------------------------------------------------- Exterior & 606. 1 Maximum of 9. 5 CFN per so. ft. of obor area: solid Adjacent Doors core, wood panel, insulated or glass doors only. .............................. 111.................................. ............................................................... ..............�...."............._ ........................ ..'........................... ................... Exterior Joints 606. 1 ro be caulked. gasketed. wea ther-s tripped or other & Cracks wise sealed. ----- PRACFICE #2 606r1 COMPLY WYFH PRA CFICE #/ AND THE FOLLOW165: ................I..................................................................................... .......................--------------------------------------------------- Exterior Walls 606� 1 Fop plate penetrations sealed. Infiltration barrier & Floors installed. Sole platel floor joint caulked or sealed. ---------------------------------------------------------------------------------------------.......................................................... Exterior falls 606. 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gaske ted. ...................................... Ductwork 606. 1 Ouctwork in unconditioned space must be sealed. Fireplaces 606. 1 Equipped with outside combustion air, obors and flue campers. Exhaust Fans 606. 1 Equipped with dampers. Combustion devices see 606, 1. A. Z --------------------------------------------------------------------------........................................... ............. Combustion 606. 1 Be in unconditioned space (except direct vent), draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be cOmpered and use intermittent ignition. 07-HER /,"RESCRIPrIVE IVEASURE,15- (must be met or exceeded by all residences. ) "" ------------------------------------------------------------------------------------------..........................................._............... Water Heaters 612. 1 Comply with efficiency requirements in rable 6- 12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be Provided. External or built in heat trap required. Swia7 mi 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. Shcw wer Heads 612. 1 Water flow must be restricted to no more than 3 gal Ions 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 & ula ted and installed in accordance with the criteria Installation of Section 610. I. A80 2 & 610. L 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. ........................1.11-1....... ..........-I.................. josul a tioo 604. 1 ceiling:..; mio'boum 1? /9. Cofnlnon 4'alls Frame R or 602. 1 CBS R 3 bc?th si (,`c7R1717on cej 1 j oel 8! floors, R. I ............. ...............---............. ........................ .................. ....... .............. .......... ............. .............. ............. W>k 04;0,WV" N.::* W,4' W VK 4' V,, >,k W W W V'W .1-U11,11YER (,',A L CUL.A TIONS BAS f AS.....BUIL T .::*.:::.:::,.:::.:::.:::.::!.::*.::'': .:::.:::.:::.::!,.:::.:::.:::.:::,.::!.::!.:::.:::.:::.:::.:::.::: GL,ASS.............................................................................. ORIEN AREA x POINTS 1 TYPE SC ORIEN AREA x SPIV x SOF POINTS -11.1.. 1. 1- ..............I -............................ .........................I. -....................... 11 " I.......... ........................11-1...................................................."......................... ............. ...........1-1.11.......... N 69. 00 65. 8 4540. 2 / 08L CL /V 57. 0 38. 3 . 69 1506. 3 / D81". CLR N 12. 0 38. 3 . 96 443. 2 E 107. 00 65. 8 12962. 6 / 08L CL R E 105. 0 79. 7 157 4 779. 0 08L CL R 56. 0 79. 7 . 97 4339. 2 08L CL R E 36. 0 79. 7 . 99 2826. 5 S 69, 09 65. 8 4540. 2 08L CL R S 57. 0 66. 2 . 45 1698. 0 08L CL R S 12. 0 66. 2 . 95 751. 8 W 1 /2. 019 65. 8 7369. 6 f 08L CL R w 96. 0 79. 7 . 57 4361. 2. DBL CL R w 1610 79. 7 . 97 1234. 3 HZ /0. 09 65. 8 658. 0 f 08L CL R HZ /0. 0 267. 0 1. 90 2670. 0 .............-...........I .........................................................................I.............. ......I.................................... ......................................................................... ........................... ........... 15 x COND. FLOOR / TOTAL GL,45'S .: AOJ, x GLASS A OJ GLA SS f GL,A SS ,4 REA AREA F,4 C FOR POINTS POIN Ts f POINTS ............-......................................I I........... ......................................................................... --...........................................................................................--l-,...............................--l..", . /s 1, 487. 90 457. 00 . 488 30. 070. 60 14, 676. 69 f 24, 600. 68 NONGLA SS- .................................................. ,4 RE.A x POINTS 1 TY1--1E R V4 L UE AREA x SPIV POINTS ....................................................................................................................................... ........................................................................................................... .................. ................ WALLS ........................................I.................. Ext 1925. 0 . 9 1732. 5 / E,v t Wood FraMe 19. 0 1727. 0 . 90 155413 / Ext lvorn?WtBlock In 5. 0 198. 0 /. 00 198. 0 .......... .......................... Ex t 21. 0 6. 1 128 f Ext 21. 9 6. /V 128. 1 CEIL INGS......................................................... UA 1550. 0 . 6 510. 0 f Single .Asselnbly 30. 0 375. 0 1. 047 3 75. 0 Under Attic 30. 0 585. 0 60 351. 0 Under Attic 19. 0 1408. 0 1. /0 118. 61 FLOORS.............................................................. Sl 'c 28. 0 37. 0 1036. 0 f Slab on Gra de . 0 28. 0 41. 20 1 153. 6 Rs d 850. 0 4. 0 3391. 5 1 Rsd Wood-PierIP'ost 19. 0 15,50. 0 1. /0 935. 0 INFIL TR4 TION........................................ 148.7. 9 8. 0 11896. 0 f Practice #2 1487. 0 5'. 00 11896. 0 TOTAL SUNIVER POINTS 24, 515. 7.9 f 37. 133. 28 T(,",'T4 1, X S YS FEIV COOL ING f TOTA L x CA P x DUC T x S VS T'EIV x CREOI 7- .::- COOL ING SU/1-1 1'T 5 /VUL 7' POINTS f COMPON RA TIO MUL T MUL T MUL T POINT".':" I......"................... .............................................................................................................I., .................I......................................................................................-..,...........................1-1....................... -........... -.1.., 24, 515. 79 . 37 9, 070. 84 f 37, 133. 28 1. 017 1. 100 . 230 /. 000 91 394. 72 ..........- >K WV1>,k W,4 WIN FEW CA L Ct,1LA r.roNs w"k:W,K V<Ww w X;F:v, 'w*av w w w w)k'k 8A SE A S BUIL T GLASS ..................................................... ORIEN ,AREA v POIN FS f T)"'ClE SC ORIEN A REA x WOM WOF POINTS ............................................. ...... ........................................... ...................................................................................................................................... ............................................................................-- -- N 69, 00 10. 6 731. 4 f 08L CL R N 57. 0 7. 3 /. 46 615. 8 08L CL R /V 12. 0 7. 3 1. 05 92. 3 E 197. 00 /O. 6 2088. 2 i 08L CL R c 105. 0 9. 2 ..... 24 231. 8 08L CL R E 56. 0 9. 2 . 92 4 72. 3 DBL CL R E 36. 0 ---.-9. 2 196 316. 4 S 69. 00 10. 6 731. 4 f 081 CL R S 57. 0 28. 4 . 27 437. / 08L CL R S 12. 0 28. 4 . 98 332, 7 W 112. 00 /0. 6 1187. 2 1 081 CL R w 96. 0 .-.9. 2 ...... 24 212, 0 08L CL R w 16. 0 ....-9, 2 . 90 133. 0 1-12 /0. 00 10. 6 106. 0 1 08L cl.R 1q.? /0. 0 57. 7 /. 00 577. 0 ...............I.... ..........I..........................I....................................................... I........................... ..................................................................................................I ................................ .................. 5 CONO. FL OOR / F0 TA L GL ASS -:: .4 OJ. x GL.4SS` .40J GLASS 1 GLA SS .AREA .4 REA FA C R 9R POINTS POINTS r POINTS .......... -.-........................................................................................................................................................ .......................................... ........................................................................ I.-...."................ . 15 1. 487, 00 457. 09 488 4, 844. 20 2, 364. 33 I 1, 116. 56 NONGLA SS.................. ......................... ,AREA x 80"Al POINTS f TYPE R VA L UE .4 REA x WPM POINTS .........................................................................1-11 .................................................................................................................................................................................................................................................................................... WAL L S._...........................I....................I................... Ext 1925. 0 2. 2 4235, 0 r E.vt Wc,,)od Frame 19. 0 1727. 0 2, 29 3799. 4 Ext lvormwtBlock In 5. 0 198. 0 5. 70 1 128 6 OOORS -..................................I.............................. Ex t 21. 0 12. 3 258. 3 r Ext Wood 21. 0 12. 30 256. 3 CEILINGS.......................................................... UA 850. 0 1. 2 1020. 0 1 Sinale Assembly 30. 0 375. 0 1. /V 412-5 Under Attic 30. 0 585. 0 1. 20 7132. 0 Under Attic 19. 0 108. 0 2. 00 216. 0 FLOORS.................................................................. Slb 28. 0 8. 9 249. 2 / Slab on Grade . 0 28. 0 18. 80 526-. 4 Rsd 550. 0 /. 0 816. 0 / Rsd Wood Pi t 19. 0 850. 0 1. 91) 1615. 0 I1VFYL TRA TION............................................ 1487. 0 7. 4 11003. 8 f Practice #2 1487. 0 7. 40 11003. 8 FOFAL WINTER POINTS 15, 217. 97 TO;r,,-1 L x S YS FEIV HE,4 F1 NG 1 TO 7-'4 L x CA P x OUC T x S YS TE111 x CREOI F HCA TING WIN P TS MUL F PO I IV 7-,s7 C011PON RA TIO AAA T MUL 7- AVL T POINT'S I. -- I.................,................I.-.1 ................. I.............I ...,............................................................... ..................................................................................................................................................... ................. 15. 21 7. 97 155 8, 36 9. 86' f 18, 545. 4 4 /. ,01,7 1. 100 . 404 /. 000 8. 241. 53') WA TER HEA TING 8,4 SE AS BUIL T NUAl OF x IVUL r F0 7-A L 1 TA IVK VOL L. CF TA IVK x MUL T x CREDIT' .7-0 7-A L SEORIVS RA 7-10 IVUL T ............................................................................................................................................................................................. ........................ -11.............. ........................................................ 7, 606, 00 I 93 /. 000 3599� 37, 198. 67 V,lklll'>K V, A" V4 w w*;K w N:N:w SUIL 7 COOL ING HEA TING HOT" WA 7-ER 7`0 TA L / COOL ING HEA TING HOF WA TER TOTAL POINTS POINTS POIN FS .::: POIN 7-,4.;-, / POINTS POI1V TS POINTS .::: POIN FS -.1........................ ........................................................................... ...................................... ...............-.1,........................................ .............................................................................................................. 90 70. 8 8,369. 9 rt 067 25, 04673 9394. 7 8241. 6 7198. 7 24, 834. 98 EPI 99. 15 for detailed information of the D-II ra t.i n-g number or for any 17-DY .Listed, a s;" Your Builder for EPI.::: 00. 2 oc� Form 600A 93 or Form 6008 93 0 /0 20 30 40 50 60 70 50 90 100 1..._........................................................................................................................................................................................, The 12�a;af.mu,rl allowable EPI is 100. The lower the EPI the more efficient the home RESIDEN UA L ENERGY PERI=ORAY,A NCE R,A 7-ING SHEET IT"EtIY HC,71IYE V4 UE Low Efficiency High Efficiency SINGL CL R OSL TINT wINL?ows. . . . . . . . . . . . . . . . . . . . . LAG>ubl e Cleat- i.................,............................................k...................................� I NSUL,A T'ION. . . . . < . . . . . . . . . . . . R..... 10 R.....30 ceilingR..... a l u . . , . . . . . . 28t:r 1...................................................I................ .......... L R.,...0 R..... ; WallR.... Value. . . . . . . . . 1 ?. tt 1.......................I.................... .... ... v R.....0 R..... 1 J FloorR.... Value. . . . . . . . . 4 1......................................................................................... ,AIR CON01 FIONER. . . . . . . . . . . . . 10. 0 SEER 1 ? 0 SEER/EER. . . . . . . . . . . . . . . . . . 15. 0 1.................................................................... V.............................1 9. 7 EER 16. 0 HEA UNG S Ys TT M. 6. 8 gSPf' 12. 0 ElectricCOP/H.Sr°?t=. . . . . . . . 8. 5 /..............................V................................................................... / 0. 78 .4 FUE 0190 Ga A FUE . . . . . . . . . . . . 0. 01) I...............I..._......................................... ..,.................................. WA rER HEA 7TR. . . . . . . . . . . . . . . . 0. 88 0. 96 InlectricEF... . . . . . . . . . . . . . 0. 93 1.......................I...........I.....................��:................................. f 0. 54 0. 90 GasEF.. . . . . . . . . . . . . 0. 00 / I. _..I........,.............................................................../ 0. 40 9 80 SolarL-F. . . . . . . . . . . . . . f............................_........................................................................1 0THER FE,A FURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I (-erti fy that these energfy saving features required for the Florida Energy Cade have beet) .installed i/7 this house. ` 4 -�, Builder T Florida Energy Cade for Building Construction 1993 Florida Oepar tmen t of Community Affairs EL EPL C,AR093 ENERt;a 4'` LrLIII?L' E or detailed information of the EPI ra ti na numbe=r, ot" fol.. any IFE119 listed. ask y,Oar guilder for E FI.::: 99. 2 OCA Form 600,A.....93 of, Fot"r77 600E3....93 0 10 20 31.E 40 50 60 70 80 90 100 /................................................................................................................................................................................. V.... I The ma.vimum allowable E,t'I" is 100. They lower the: EPI the 17201-e efficient the h0m RESIOE1V U,A L ENERGY PERFORr1'14N E R,A FI NG SHEET ITEM HOME VAL LIE Low Efficiency High Effic zeocv SIIVGL CL R 08L f I1V 1" WINLiOWS. . . . . . . . . . . . . . . . . . . . . 0oubT c Clear /..............................,.............I..................V..................................1 I1t+:a UL,A TION. . . . . . . . . . . . . . . . . . CeilingR.....va T uc. . . . . . . . . 28. 9 1...............................................................................I --X: 1 R.....0 R..... Wa.1T RVaTuc. . . . . . . 1t,r - 1.............................................................................I.............I...v/ ..... . . R.....0 R..... 119 F_, r 1 �c?car Er.... t%a.t ue-. . . . . . . . . 1�. � .................................................................._........................,v... ,A IR CON-01'7 IONER. . . . . . . . . . . . . 10. 0 SEER 17. 0 .......................................................................v............................ / SEER/EER. . . . . . . . . . . . . . . . . . 1..,�. 0 9. 7 EER 16, 0 HE,A TING S}'`S TEli'Y. . . . . . . . . . . . . . 0. 8 HSICIF 12. 0 ElectricC'OP/HSPF. . . . . . . . 8 5 1............................ .:...................................................... 1 0. 8 .A F UE 0, 91) Gas A FUE. . . . . . . . . . . . 0. 00 l.................................... ....... f WA TER R HEA TER. . . . . . ., . . . . . . . . ElectricEF. 0. 93 1........................,.............................. .V....................._...._._.. / 0. 54 0. '0 GasEF. . . 0. 00 1...................................................................................._..... 1 . . . . . . . . . . . 0. ,i 0 S,o a r EF. . . . . . . . . . . . . . ...............................,.......................................... .................,..........._I .I certify that the=se energy sa vi nlr features required for the Florida Energy Code- have been installed in this house. Bui Tti Tt . Adr7rss;�oTS l�_. _ S/' Signatcrr"eat Ci t yt!Z i P-lq� Florida Energy Codi- for Building Construction 1993 Florida. Oepar tinen t of Community ty ,A ffai t"s FL- EPL C,AR1 413 VOl`l 715 P62 212 OFFICIAL RECORDS [Space Above Thle Line for Recording Date] PERMIT NO. TAX FOLIO NO. 169703-'0000 NOTICE OF COMMENCEMENT State of Florida County of DUVAL THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 1:; DESCRIPTION OF PROPERTY (Street address, if available) 57 19th Street, Atlantic Beach;'Mrida 32233 Jd LEGAL DESCRIPTION OF PROPERTY Lot 5, A REPLAT OF TRACT A, NORTH ATLANTIC BEACH,. UNIT NO. 3, according to plat thereof recorded in Plat Book 47, pages 19 and 19A, of the current public records of Duval County, Florida cD�ic gip = r oWso � g c Z 2 v N � O Z O 2. GENERAL DESCRIPTION OF IMPROVEMENT Construction of a single family residence x a x a 5� � 4 3 pi. NAME/ADDRESS OF OWNER S(b).OWNER'S INTEREST IN PROPERTY Gregory K. West and Susan S. Hill Fee simple 1901 N. lst Street, #805 Jacksonville Beach, Florida 32250 3(c). NAMEADDRESS OF FEE SIMPLE TITLEHOLDER(M oftr ftn owner) 4. NA EA00 ESS OF CONTRACTOR Pelkey Builders, Inc. P.O.Box 72 Atlantic Beach, F1. 32233 S(a). NAME/ADDRESS OF SURETY 6. NAME/ADDRESS OF LENDER 017 PGS ' Peoples First Financial Savings and Loan 5 Association 14333-104 Beach Boulevard 40� A OFFICIAL RECORDS Jacksonville Beach, Florida 32250 Sib). AMOUNT OF BOND $ N/A 7, Person(s) within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes are shown below: 7. NAME/ADDRESS 7. NAME/ADDRESS Pelkey Builders, Inc. P. 0. Box 72 Atlantic Beach, Florida 32233 S. NAMEJADDRESS OF PERSON TO RECEIVE Y OF LIENORS NOTICE 8. In addition to himself, Owner designates the person whose Peoples First Financial Savings and Loan name and address appear in the box at the right to receive a Association _ copy of the Lienor's Notice as provided in Section 713.13(1)(b), 14333-104 Beach Boulevard Florida Statutes. Jacksonville Beach, Florida 32250 9. Expiration of date of Notice of Commencement (the 9' EXPIRATION DATE expiration date is 1 year from the date of recording unless a different date is specified) is shown in box at right. Signatue of Own X go Name A. West usan ' NOTARIZATION of Owner Gregory K. West and Susan S. Hill, h/w The foregoing notice was acknowledged before me this 17th State of Florida day of N tuber, 1993 by Gregory K. Wept and SS. Susan S. Hill, who ve produce d,QgA County of Duval identification. Notary Public's c.G SHARON STfl41'ER I.E.*V^ Signature MY�IRE6S4Pdi 29,1997 Notary Public's Na e: »'ry V 1190 SHARO '1 .RtEARCH Bonded Thw un+rr � For the County of �.R,►„t . { 1A MY COMMISS MTV ig: My Commission Expires: �%��;v `j EXPIRES:April'0,1997 OondM Tleo Notory Pubb WOM herr WHEN RECORDED RETURN TO: DRAFTED BY: PEOPLES FIRST FINANCIAL SAVINGS AND LOAN ASSOCIATION ADDRESS,CITY,STATE 143337104 Beach Boulevard Jacksonville Beach, Florida 32250 Attn: Brenda Hinkofer 11 - 0152389 93 NOV 19 Pit VI LU •ND fiL-COft(;1 ;, ,,,i�,,.i�U;31i_iC ftEt:ORt�S r�E�oftC �;.r;IFIEG Y �1.r• r ��. CLFRx OF C,I"I!►T COURT 1 .. Description of Materials for the West-Hill Addition 57 Nineteenth Street Atlantic Beach, Florida 15 December 1996 Revised 24 March 97 p,� R�(LKwr_ IN . _ ws: _ ./ William Morgan Architects, P.A. Description of Materials West-Hill Addition, 57 Nineteenth Street, Atlantic Beach, Florida William Morgan Architects (904) 356-4195 15 December 1996 1. General Conditions: The general contract for construction includes: ' a) Water and electricity for construction, and temporary toilet. b) City of Atlantic Beach building permit. c) Builder's Risk Insurance. d) Contractors's supervision, overhead and profit. e) Interior and exterior cleanup. f) Site clearing, rough and finished grading. g) Tree barricades, vegetation protection, and site preservation beyond the immediate building area, and limited utility trenches laid out in consultation with the Architect to minimize environmental degradation. 2. Earthwork, Concrete, Masonry, Steel & Timber: See attached General Structural Notes and Specifications. Ma 3. Termite Protection - chemical soil treatment. 4. Exterior Walls: a) 8-inch thick reinforced concrete masonry unit walls with fiberglass reinforced stucco and integrally colored synthetic acrylic finish similar to Finestone Pebbletex System "UF". t b) Wood walls framed with number 2 S.Y.P. 2" x 6" on 16 inch centers with J" CDX sheathing covered with double overlapped, minimum 15 pound asphalt saturated building paper covered with stucco and synthetic acrylic finish as described above. c) Waterproofing: Apply Colomeric Clear coatings to stucco surfaces according to the manufacturer's written recommendations. Coat both new and existing tower walls. Inspect carefully existing tower stucco surfaces, and repair surfaces where water penetration is indic�te�i,.or„ suspected. Contact Mike Ross at Rooftec Syste A 667 6, :� 7.57 West-Hill Addition Description of Materials 1 City of Building, and zoning 15. Windows: Equal to Kinco R W-5 insulated horizontal rolling and fixed windows, white finish, D.S.B. glass, aluminum fin trim. 16. Cabinets and Interior Detail: Solid wood cabinets and vanity, all white painted with ceramic tile tops where shown on plans- Undercut bottoms of drawer faces and tops of base cabinet doors for continuous finger grips Aft in lieu of surface pulls, knobs or handles. Back splashes are ceramic tile. Install frameless mirror from top of vanity back splash to bottom of lighting fixture strip at 6'-6" A.F.F. Install vanity top 30" A.F.F. with base cabinet suitable for linen storage. 17. Plumbing: Install clear plastic sliding doors at shower, standard Delta chrome faucets, PVC pipe connected to existing water and sewer lines where shown, and insulation to protect pipes against freezing temperatures to 5 degrees Fahrenheit. 18. Plumbing Fixtures (All colors white): ' Shower: Ceramic tile base, curb and wainscot. Lavatory: Kohler 19" diameter round cast iron. Water Closet: Kohler K4221 ET and K4519A tank. Sink: Elkay Lustertone Model LR-2918, 18 gauge stainless steel, two ' compartment 12" x 12" x 7j", with cold and hot water faucets and center spout, and garbage disposer under sink. 19. Heating and Air Conditioning: Install 2-ton heating and cooling system equal to Trane Model TWH 0241314 horizontal air handling unit and Model TWR ` 024C condenser with 10.0 SEER rating (Frenchy's Heating & Air Conditioning 904/384-0062). Acceptable alternates include comparable equipment by Carrier, York, Lennox, Bryant, Rudd or approved equal. Install return air grille with filter where shown in floor. Submit return air grille shop drawing to Architect for approval. Provide thermostat on wall where shown. 20. Electrical Wiring: Provide underground electric service from existing 200 amp electric circuit-breaker panel in Utility Room to new subpanel on wall behind Bar door. Install circuits, wiring, controls and outlets in accordance with prevailing codes. An West-Hill Addition Description of Materials 3 S. Floor Framing: See plans for laminated timbers supporting Trim Joist floor trusses, and timber joists with YV CDX subfloor. 6. Finish Interior Flooring: Exposed red oak flooring, natural finish to match existing residence 3rd floor; except 4-by 4-inch ceramic tile at Bath (color: off white to match tile in existing residence.). 7. Exterior Flooring: Entry porch floor and stairs shall be exposed, pressure treated S.Y.P.; see plans. 8. Wall and Roof Framing: See plans and details for partition, ceiling and roof framing including hurricane bracing and tie-downs. 9. Roofing: Install 25-year fiber glass dimensional shingles equal to Elk Prestige II on 30 pound roof felt over J" CDX sheathing to match existing residence . ' 10. Interior Walls and Ceilings: J" gypsum wall board taped, sanded and walls painted color to be selected, equal to Benjamin Moore paints. Ceilings textured finish white to match existing residence. 11. Roof Overhangs: Install vinyl soffits to match existing residence. 12. Underfloor Soffit: 5/s" gypsum wall board with smooth finish, semi-gloss enamel painted white. 13. Interior Doors and Trim: White Painted flush 1%" interior doors. White painted J" by 1 J" wood door trim and J" x 31" wall bases, typical. 14. Exterior Doors: 13/4" solid core, weather-stripped entry door as noted on drawings. Paint entry door white. Provide 13/4' solid core, weather stripped doors at storage painted to match adjacent walls, and key locked to key with entry door. West-Hill Addition Description of Materials 2 21. Lighting Fixtures: See Plans for locations of the following electrical fixtures and equipment. Install Sierra switch plates, receptacles, rheostats, and related electrical controls as the Architect directs. A IC 22 w/No. 24 white baffle PAR 30 FL B - Designers Fountain 2074 W.H. above head height. C Four 2 TU-8 WH each with TU38WH end live feed. Install 8 V602-W-WHT track heads. D MAT 5374-3 (4.25 x 24 inches) w/4-40 watt G-25 half silver. E UCL 140 WHT (48" fluorescent, covered). F Exhaust fan Nutone 696N w/3" diameter duct to floor duct joist space. G Seagull 1139-15 W/60W directed toward painting. - H UCL 240 WHT (2-48" fluorescent, covered) duplex receptacle outlet. NP waterproof duplex receptacle outlet. 69 switch plate. -- - �� switch with rheostatic control. --�- 3 switch controlled in two locations. --� P H telephone jack. —� T V cable TV. West-Hill Addition Description of Materials 4 22. Insulation: a) Roof - R-30 batts between roof joists. b) Wall - R-19 batts in exterior wood stud walls. c) Floor - R-19 batts between 2 x 4 Trim Joists @ 24" centers. 23. Hardware: Install the following hardware groups typically finished w/brushed chrome/matt aluminum US26D. Schlage hardware in similar designs and functions is an acceptable alternate for Yale. Master key entry door and storage door to existing residence entry door. Main Entry Door 1 J Pair Butts 191 US26D 3J x 31 NRP Stanley 13/V wood solid core Lockset COR 8760 US26D Yale Stop/Holder 438 26D Ives Threshold 145B Pemko Lockstrike 747 Chrome MAG reinforcer Deadlock 315 US26D Yale Peephole 690 B26D Ives Interior Doors 11 Pr. Butts 179 US26D 31 x 3J Stanley Flush 13/a" Privacy Lockset CA 5302 US26D Yale Bath, Bar & Study Wall Stop 61A 92 Ives " Interior Doors 1 J Pr. Butts 179 US26D 31 x 3J Stanley Flush 13/s" Closet Lockset CA 5301 US26D Yale Wall Stop 61 A92 Ives Adjustable Track Aluminum 255 AL WH 72 Knape & for book shelves, Standards Vogt recessed at shelf ends and Supports 256WH Knape & Vogt Closet Shelf White painted, wire ventilated shelf and hanging rod. West-Hill Addition Description of Materials 5 24. Appliances and Equipment: All by Owner. Refrigerator: Whirlpool EL05CCXDW 4.2 cubic feet, 19" wide by 34" high under Bar counter. G.C. provide power. Laundry Washer & Dryer: Bendix WDB-1043, 115v., no vent. G.C. provide power and drain. Wall Bed: Murphy bed, frame and assembly, see attached data. 25. Contract Exclusions: The following items are specifically excluded from the General Contract. a) Security system including control pad. To be installed by Owner. b) Sound, stereo, speakers, and television recording systems. To be installed by Owner. c) Grounds or site lighting, except as shown. d) Kitchen exhaust fan system. e) Ceiling fans unless required by Florida Energy Code. f) Landscaping, planting, trees irrigation system, or grass. g) Utility costs beyond connection to existing water, sanitary, electrical panel, and water heater. h) City of Atlantic Beach sewer and water connection fees by Owner. 1) Impact or down stream pollution fees. By Owner. j) Owner insurance during construction. By Owner k) Central vacuum system. Omit 1) Intercom System.Omit m) Medicine cabinets.Omit n) Wall coverings. Omit ` o) Real Estate Taxes. By Owner p) Cable Television. G.C. route cable TV and phase lines to west wall of Bar for distribution by Owner. q) Items furnished by Owner: 1. Refrigerator under Bar counter, Owner supplied. G.C. install. 2. Laundry under Bar counter, future installation. 3. Venetian blinds (color white). 4. Wall bed, but not built-ire cabinet for wall bed. West-Hill Addition Description of Materials 6 yL c Z a v a L WN c y L .O• ca, Zpv�av �a 3 � : ° - 3zS O c ° u > �- c t-� z nW oc Z Zw n �a GwQ G.4 3 G ro H c.�' C _c ¢ w O `n O w F-2 r co c ro v c E r g 3 0 oa V-.c E Em Oz'"a ,UO�- AL nT'Z ,n U° rC C C E C ° O lv O O W~Z G J¢ ti p N i T� nco.- x v v o� G a - �WO¢m�v E n�oN wQ U L� v cE Z 'MR / , v o v =_ v 3 vas c >> E a W Q o G O a N U O- " O N > > Oa NGF--�U¢ur C E y 61N W v)Z �^ 7-,�.�C a E ° c Ea ° a o='E o o a c v v O�Z J00 0 °� 0:W+ '¢ v v o ? v c a� L mu a a v �a o �.r ¢r wGJG,_a o¢W�S c apa > oO a v - v v o a F HO G¢ m m vv ZV o o _ �� rm °� u v E ? o-s o ° ON w�0�¢f O CO c 0.'>°z�¢G �L1L ° °� Q0 � yL °¢ n= C v VmzGa ZW v L >GQU u > �V c- w � o O-G v v 3 N v E c c D �= v c x F- O U O v � o -F ¢G z ° �`c- �a N� w o ° o u v0 �� ccLyv v ONW�O-y¢CaEy >MO¢ u F _ yOv 1, �= c_ E3 co.E tic � y� N 'nzWtnWV< � pca mZ E W¢H W,�W¢d C>�_Z W J G XJ a - N 0 - Gmn o �GW ¢� c o N ca o Z ZU�G¢z0 �m V E�N< c y o > C v c 7.4 v c - u V 3 _ L ya O ¢G- JQQ o-a p c c=ce2�Z " E'�s N> W O O N.-•_ v `� A`� W W ti 1 O cv,c c,� m cFu—� ��GvmVh E t9 >.°.OWO cu-- '?At 3 c w �;- G G 3- E os v c� Z oL- `03 ca ° _- ¢WQ �GOwv° a c OaOG -00 va._ v_ y a z W v e uro ayvr E w2 O vECZ w to E L O Oa v > �` C y o _ \ �O V)F-O F-Y >a R W rcr C =v)O W Z¢�F- C V C Q?T QJ p `�' 'p L_ v U y :: C i t,!a A A a y vi a E G1 L W W G Q J~J .E.°t ti G ¢ CJC CJ > C O 3 -° U.-. J O U C `a ° `V > r4 U n O S F-G J Z �+ � $ ado oo.Ec ->� o.E-vouu a-•`- av � °^v� Q� O¢dU2�OQ3 ��0 cc -', ' uc N� Z V T v. C 7 C C C _a L L d O N A G c/1_Z G C x- .Y O_-, tp Z C C L- O ml v G a O y � v O S G W u-x_ C } _ c r oo E c x 3 y c o v v v OG V G v end T u o i > C E > "_. O v L Z¢� OZF--G_ a v ww<F- x r y > >Z N ou= � � o aa�� Hc cG`-�L3o � Q �3UOw> mScEc;UE- SOw vm ^N cc ) III E c o �_ u c uU 0 a a '�'-° O o v ¢Z��v2QCJ� c- E ~N�w .cQ c y u E UJ 0 u 0 C c y y -L yJ o 3 y o > 0c c W G¢¢QGGzG G a L W W QQ QCA C'- 1 0 � 0u6 po a Nc ,�a ua � „ a- >, Z 2Z°'OS O of > >z �-¢ ° �=- vcy „ o - G u �vm c � cx vyv c v - o ¢ - n0 0 = o WO > c - v ^a - - o =- °a rw O wJ n- �•_ >. C O E 0 GJ pjj y_•> v v rJ C 4i c y W G G ¢ Z 41 u w G G m._ C fp a'O C D R L O /n w G w.X V 3 U >L u ¢ •_ r C F�' i s e E L m `o.S a n u o g ?O o` c Ev) - V S�a��zLn axi-'�30'n �'�`o'° _ o � 3w. O j ° = c E �r °1JL N 3 ip �j"pL r ..v. O);c �.. 0- r5 OL N v,.� '�aL O >O v r 3 v NZS n GO y3'- v ,u > i5 cnLa° v ca 3 vL c a- o f uaL ¢ U F-ww� MY'c c v c C yc�a.E y - cL� 0 r e ti c x �= c O y- J�=W NSZ 0 3 `Q) c 3 o.c o x�,a,-.a.� E c- o` o.°•`^ L ° o=c_E v E c.o CN= Uv TZ 'h- 0.t`car a ° Ory-°" v v N v � c y � o�' s2 °. c.c m3 W�� Gw� oov �3 XXL- EcoEO� >_ O c � �° ` o > cL �?.0 y o `> 0 N � USW NWS¢ GEoa- �O" pCpv �y ° v UO �a ar cv = rst� u- � 'u. L y Z v)IV Z-F->> E vi >� a'_ '^ U _ L 7' j v+ C N y is C v ;J-„ 61 a C `� 40 L E ~ZNTJW>U N C �a OL .0 >� C •C C a N U V N` O ^.- r C 7` i� `� C` o c v JG¢� z00 EC a_`o E c°.� E J v v oc �� ¢ E.S ==y'� �u ° X �� y _ a o'C OLLZF "UZ n E r 32Y0 ri , -a 'o �� 3:-5> O C1 L_ U i9 y WQu,�OZ�-- ¢ �"_ v•� c ti c _ na 3 °L•c >.v c.a- 'c" 0 `v ° ` v �2�SZ_ ¢w c >'�aL°o o E N y C y v T Z>>O W v1 6C v C - C ° _ II E C v ' v V G F_ Q w Z U >, O_u v - y' Y 8 E E - r n E ww G -W G x c3 cX v ti= c L�_° v o� � c u cc v` = F - " 3 3 c E vo= G2�'W¢v r 0 W L a> N� v =�� L ^u•L= ' v y ° `o 'uc� �- c - - U v n p u N'-J u F-W I- F-S �u G y o p E y Y C1 T C E v _ y L` 7 '-ti J C O'- `:� C C > ,O o G¢ ¢��ZF- I- c g �= c E a s�✓a `L o ^ o c �c W>zW w¢> g3 cc _ tea=_t- o �•� 3- E c . u_ - � v civ= vv Q `7 2c S>OCC TG>W rp N C 0_� �"r9 ^J. p C p JL�. -� r J Ca �.=a.- y mco ?: GUCF=Gj0 F5� �._ o ti v= 3 v F o o ua 3 E �� 'N' = c c c c Z2 -O'�;� C }SOCzZ33= L OJ yv+ O.0 3LO3'G 61O C-Cn'O'�OJC rC •Z �rU '..'L ..C� � ..-.�E � ^ 54JUc J.0 Z ^ ` 00 � 3VT_3 QG� Na c `r�� uon3 3-2 OL ; v � c � � �_ '5 :05 > >= _y L c v y Z> ¢ -OUZW� J _Zs c �> g a =� ? v vL o m >,p " ap r c3 0` _ c c o � F ` ? 3 ¢JG/(�TOW S GJ 3 y O\ ° y-°L N u r `• C U N T ,_,. 2 J.- ` w U L C Q CJ a U E _ > C 'p a :L ¢ = C " ,C^,, y T' J j C-.7. U O Ou C v c `o o v c *� v r ca a?` 'u o J z a tim y�^p vmy y-,.0 c y vs.c'c c._ c'�=.>_ - c. `= 3 c Q ya ` 3�fLZ �¢GO v v _- v- ° as- o u 3 c p ¢ v ? c u v tt c ^ N- T o s o- ' G ��_' Lr u a u. E na > c o o ° = X ` o ^`o 0 t o OZ SC F ra c x C C �` v� ,y„ p 1u U ° ., a- %o E o "ZO�;„Ov p� U o�u- r,� y v.o v E- o ° 0 E o 2 c u ti c u 0 a p v 12-0 2 �WWQ v o � E = � > � vv� � � N o cu � > o - � � 0 � ~w3¢U cc7V W � co� E- n � ^ OOU NCV �LU� C � C� y ^ ,CLC ,.p"J.0 W G Z W a. AA G1= O O r L O.. r "= C L - ° a C y r. L ` C L O O G¢G S G Y.Y r L V y a CLy. Gl N y v+ y O u y Fz >O H r J :L`a 0 C 3 rj .y. '^ r 3._ v OOUJG� O N ucn ra3¢ c c E N E aL E �.c a E u m - I a m�' -y rq t n �J.y J CyJ'� n _'� N 0 j C C a v °U u ^ >.,_ O ad- 0-0-00 v zavvyo a°= /N� c o'� o. 7 j i Ff. C -5, Q 3L Na a ca 3 LL yL C L y n p Yi o ti = a y L y. O C V O 9 V L r L > > cA O V U O C yp WE z aLL o 3 v Q 3•= a n} Los o¢ oa Lu ,o W v o a o 0 c-� ` = g 3 �z � _ c N �Jucr� 3 W a y W 3aa yrN" cuw } Q0o ° � � � cno oEa c vc � r L v y v -m �. } ci m W os v^ co'-- J? a'u o'-'=.E c x E S v=.23 C r c Q Er cE Gj E °o LZ c_ c n•E�` U `o u �a 3 3 v c E c y o W C v f" (v�Jy, w C a `a G1 O _C C." v. is O^ > s v vi.�' :N. u•� Z �'yL W O 3 E- Z= c= C c E v - ` u a�= ti C'> OY Y= L y Z O a m a C y ` �n ppy 3- rJ -_ ._ o Q . ._ c r LL v O 3 3 y y Z v v'- c - u .0 cL p p C p O a E 0 0 L `- u.4 H� 7'- ° v+ a c c N C. - v �= Ci a'>G > v 2 v v ° ,j O c o m v'o W g v E a ° 0 0 E c a -cac ^/ co_ Z = our v va = W N3•- a vp v Lv0C ` 5 vim: c V 3 v a.c 3 c�i t G �� a.� va 3 E o oL 0 a a ° ° o`.E c oa N o v a °c '; �v yc. } v' oW WQ o �c3 Cc: Z ° 'n =� auc_vc ° cam cvNnc m C O:° v >�c F� a`J 3a 9cul 0 O um a C v 7 '^ _ L �- < u�- O"O aL u 7 � V E 'C r7 U 7= O y GJ.E L L'C m ui 3 U C $•- coc � �� ,/3 >' c � vv03 L aw ` - c � u yr p vyEo.um O G a ° o Z v �1 a`•- c o y N} c v c c x -- cis a c c v v � y v -oo c > v LI _ o'-'- civ V 3:..o co,c�.�.� 3�Z 30 m 3 c c O' v3 n L v L O r rt7 O G 3 C>) '0 W EL o a�L y g N �� u c v E E v c�^'- 0 c °.c,o C C 3 E u V O ii C �C Q C.0 ,�L rJ F- .� 'n a>• 6J ¢ 7 J- _ C_ U•c c LL o o NL ° �_ uo c a u V 0Z c v cv o_ c ccv ` °' a �m'B `c acv , �g ° Q o use - ti` CW ar, y p _ y =v3 E � }� y c c v > S._ Q 3r 3N EG %`9 3 v °o v o.�t�, 0 c' a v >- ca as on= W 33 �.o � c v �� N Caa 3o ao E op•N -D � o- - Nc .cu c E a L L �� m _ �a o C a v ao `o o g c. O ooc N �a v.v c C A LL v -' ° 2 v J v c,o ° �.� TL y y N c r c p ° - —, = a 3 Z c a•- c� �O E._ 3Lr - Z_ u ° v c 0- u v E n ° c z vx � L g t E y ° cvo v � tO- v o C c v J � 3 Q O o O 0 cc sea o A /V C cu.E- /y N� > C 7 L •O rq V 67 C 7 L•• Q li °" On y y 7 ti II. _ E"C y vi' •� p yM C C 7 C�n O O L 3 v y o'c 0 c ° E W o NL ��.E- v 3N L N v 3 - a a N �° v ` 0 coo a . oc. E e Oi vE° UI- y 0 3vv r- ma � v" : vnv`o3�m ti - � � v ° va�� 0 � - L > C ° - o � � o p � .v �� E `o =�_ = Z 5- _° E Zn " c ° vcc ° v _ Lya a ° Ia,, °3a2 '2ooc_ O'i c ° aQ _ u- ° a W ^tee .Z �=y 0 tial my N N 3.E° �- p cm y c v y c-L N� v u o A I^ _ E o� > N � C C N C aj i O '� A E y V ''� y.- v Z >: >.H'- C O_-` O ?- O '' V:r vo 3 V = 3 3Q �`0 3.5E`o u 'Cv ED-0 o` 0`O 8-C N L C N m �f O m N m C 0 (0 N IM v v Ln to co r v.Ln m m r 7 C x x x x x X x x x x x .L C +"' L C V7 0) N O y 0 O O O O O N N N N N O'— N c T� 2 0 co m c0 m cD m r n r n r = O C x C x x x O ¢ ° N EO 00CL cl) mcN"j) O � O N C Q m L N m v o m NN m v o cc N = CMC v v to m m n v v cn m Co r- = 7 c x X x x x x x x x x x x ¢OmMmclmcmivvvvvv p opp m er M m Q a7 N (�i N � m N C7 N O d N M N C7 X X X x a y �� le ere .eye e �e �e .e � � e �e � �e ��o x x x X X O O OO O N N C m O N E C n n n m m = N L n pp c ((pp �{ p p a m ►+ O� c7 c7 N m Lil tD v O cD N m � O ;O� 3 C L C N v v N ('7 a) e V (D O�j os•- x x x x x x x x x x x x x x pp pp p oo c C m � M � N c'� � N M � N (`') � N C7 �C C C E ® ¢oP Y P P 4 4 4 A i `iAA $ ;9_ x x x x x x X x x x X x v v v v v v v Ln Ln cn �n �n u� �n F-3 4 4 4 ii LTi g— � 9 M A M , A s E 0 y v v v N o �n r- r m m m rn rn rn mD_ U p Doi 3' N Ch cm"J dN' Vm' to f0 N f`7 C`') v Ln (D C L G x x x x X x x pp x OO x o x oo x op x pp x po x y m v o m c o m v o m v o m c pp E Y y L .0 r v v v v l!i C7 ('7 f�l C7 (!1 [� El r N C7 N a) r N ('� N a) r N c7 d A N N N N N N N .p > _ _ _ C x X x x x x x x x x x x x x x o N N N N N N N N N N N N N N V v v o 0 0 m N N N m m m •O N WU U U U U U U U U U U U U U 3 y N N N ch m m c7 f) co v v v - v d _^ C C p O rnrnrnrnrnm FO FO FO � o -C mcNq e a L 01 LO N cD N L G8.Lo Ln m iD cD m L C Nr c0 IT 'T c0 v O m Q1 c x x x cX x x ='c x x x e x D c x x x x x x x x x x IM o Q cc0N cocr Q OEDco cDco � C Omm vva� r m * LO M'' o � mommomT ^ _ _ Itr x x x x x x x x x x C n :11n, x D x d x x x x x x d 0 v m v c x " d x x x x x x E v v v v v v E " � v v v c v E v , 8 8 , v 8 O v 8 c N N N N N N C N N N N N N L '� N N N N c7 N t�11 vvN N � N � no �9rl, c $ CD � u; 7 : Nvvv vvvv mmmmmmmcm�c N N N N U N N N N N N U`I V r 7 7� E72 > C L C m N m v O N m R O N m v 0 O O." a) x v �n x x e tx c0 x x in m pp pp ppip ppN � ° � vg � ; XxXxXxxxxXXXX N c� M y efm c0 N C") (") Q mV c0 C L C 00 O n,N N N N N C v 7 cD m m m -+ d x x x x x x x x x x x x x x x X x x x x x O O .p O m 2 0 n r r n r m co co c0 0) O 0) 0) � » v. 3 E o 0000000ac � c ca EDEO D 'mmmao ;^ gym co r r n n r r n rn rn rn rn Ni rn rn p o �cDD Q p p m p E r Y ti .p m N m c$ cgi c7 N m cD c4i m N v (D y L O)W m y O N f� c', V N V' O N ("i , `O O 7�- ` Ctm C! O_ x x X X X x x x x x x x x x x x X x x x x c— +� O y L < O m N m v O v O cD N m V O 3 `_^� ^E `_N ;N ;N 'N If t m o� .y.D p,c cx ch o0 v x �n x N cx cx a x c NC 7 C x x x x x x x x x x x x x x . . . . 'LO am m rn rn rn rn rn rn rn `o_ Ln ncnu� inLn � nn � n � nmmmmmmm ;'c@ () Emco ¢ cL wvvvvv � wwc000 (D (o O v c', m v N m O V• N m O y.O T ' 'O N.... .� oo �p e� p pp �cpp pO (tpp C 7 O w N C7 v v cD N c`1 M y d' m N c7 c`] 'C a cD a.— N w+ O p,C c O X x x x x x x x x x x x x x x x� X x x X x o.? a 3 � a co c� ani c"> m c�" co v v v v v v v n cn p� E c C O of 0 m N m v O v o cD N m Q O C N O � Of C N O O R v to m N a) a) C R N (D ^' vcsicm"> vv �ic� Ncgic`f'ivcu4i � Nc4ic`4'i 'T'r Emu E 0w x xxx x x x x x x x x x x 41 =x x x x x x x x x x x x x x x x x x x x x y o N ¢0 co c� co c) 25 cn o v c v c v v ® fn m m CO m CO m m N N N N N N N YIto (D N w -C z i z Q z y z > ZZa F- J J J y >> y+ O U Z U V U 3 Z 2 O y s � � m 0w � LL oW U � � w a ' O o � O z 2 0 a w o y O a O a z o O ZO ti OZ u¢Q y Q f07 a !J ocn zo 3 Q oz 3 0 3 O i V z 3 Zin z 3 U = 3 3 c O Z z < Wj V N N y J N h V N W Z Z Z J �y Z Z Z Z � jy 2 Z Z 2 Z = w O� - - - - - - - - Wxv 1, Z W W 15 y y > > > = Q H ¢ W ¢ ¢ ~ ¢ W H J W W J 6 U V p O W C W O W =3s W F" L W U W H V d r W N W Z Z Z� Z In z ¢ z ¢ O �n O W O 3 = O 3 O 3 a uj f O L (� d C7 W W = d ¢ W W O 2 i J� O 6 9 W O �J�S z 3 J = 3 3 m Z 3 U 3 J z 3 W z i J 0 Fq Q N h N Q N N y N y = j N y N N N y y N h u Z �Jp z z z z Z z z z z z O z z z z z Z z z z z Q z z z z - - - N - - - - - 0 - - - - - - - U - - - - Trim,loistTM Sectional and Physical Properties Overall Weight EI IIN'-LBS) EI(IN'-LBS) chase 26.0 x wL4 Depth (PCP) Nailed Only Nailed&Glued Opening(hxw) Approximate c Deflection E I TJ10 91/, 4.3 278 x 106 347 x 106 6 x 16 TJ12 11'/+ 4.5. 436 x 106' 545 x 106 8 x.16 w =Uniform Load (plf) TJ14 14 4.7 717 x 106 896 x 106 10 x 24 L =Span (feet) E I =Stiffness Factor TJf616 5,0 964 x 6'10 1205 x 106' ! Ilk 24 (from table at left) TJ 18 18 5.3 1249 x 106 1561 x 106 14 x 24 so Notes on Sectional Properties: 1. Design properties are based on nominal 2x4 flanges. All flanges are minimum #1 grade Southern Pine lumber. 2. Composite (glued) EI assumes a minimum %" rated subfloor with no less than 0.90x108 MOE. 3. Chase opening indicates maximum allowable duct size through opening. Actual opening size varies. 4. For exact performance under certain load conditions reference the TrimJoist Analysis Program. Trim,loistTm Uniform Load Span Chart O.C. 50 (40-5-5) 55 (40-10-5) 60 (40-10-10) 65 (40-15-10) 70 (40-20-10) 12.0" 20'- 0" L/524 20'- 0" L/524 20'- 0" L/524 20'- 0" L/524 20'- 0" L/524 TJ10 13.7" 20'- 0" L/460 20'- 0" L/460 20'- 0" L/460 20'- 0" L/460 20'- 0" L/460 16.0" 19'- 1" L/451 19'- 1" L/451 19'- 1 " L/451 18'- 7" L/488 18'- 1" L/529 19.2" 1 T-1 1" L/453 1 7'-1 1" L/453 1 7'-1 1" L/453 1 7'- 5" L/493 1 7'- 0" L1529 24.0" 16'- 7" L/455 15'- 6" L/539 14'-10" L/613 14'- 3" L/688 13'- 7" L/790 12.0" 24'- 0" L/480 24'-,0" L/480 24'- 0" L1480 23'-1 1" L/490 23'- 3" L/528 v TJ 12 13.7" 23'- 5" L/454 23'- 5" L/454 23'- 5" 1-/454 22'=10" L/489 22'-.0" L/545 16.0" 22'- 3" L1451 22'- 3 L1451 22'- 0" 1-/466 21 8" L/488 21'- 1:" L/529 19.2" 20'-11" L/451 20'-11" L/451 20'-11 " U451 20'- 4" L/490 19'-10" U526 24.0" 19'- 4" U455 19 4" L/455 19'- 4" L/455 18'-10" L/491 18'- 4" L/531 • 12.0" 24'- 0" L1741 24'- 0" L/741 24'- 0" L/741 24'- 0" L/741 24'- 0" L/741 TJ14 13.7" 24'- 0" L/647 24'- 0" L/647 24'- 0" L/647 24'- 0" L/647 24'- 0" L/647 16.0" 24'- 0" L/556 24'- 0" L/556 24'- 0" L/556 24'- 0" L/556 24'- 0" L/556 19.2" 24'- 0" L/462 24'- 0" L/462 23'- 9" L/476 23'- 2" L/512 22'- 6" L/556 24.0" 22'- 6" L/450 22'- 1" L/473 21'- 5" L/520 20'- 9" L/568 20'- 2" L/608 w. 2.0" 28'- 0" u611 28'- 0" U61 1 , 28`- 0" L/61 1,: 28'-0" u6 11 28'- 0" 06 11. TJ16 13.7" 28'-0' u555 28'- 0" L/555 28'- 0" U555 27'- 9" L/565 2T: 0" L/616 16.0" 28'- 0" U472 27'-1.1" L/478 27'- 0" /527 . 26`- 2" u5iao 26`- 0",L/585 .' ' 19.2" 26'-10" Lf452 88 26'- 0" L(4 25'- 6',L/618 24'- 8" L/571 24'- 0" L/613: 24.0" 24'-10" L/455 24'- 2 L/483 23'- 7" L/521 22'=11" 1-1566 22'- 3" L/610 12.0" 30'- 0" L/656 30'- 0" L/656 30'- 0" L/656 30'- 0" L/656 30'- 0" L/656 w n '- w '- '- TJ18 13.7 30 - 0 1-/578 30 - 0^ 1-/578 30 0 L/578s7s 30 0" L/57857s 29 4" L/613 16.0" 30'- 0" 1-/495 30'- 0" 1-/495 29'- 4" 1-/525 28'- 5" 1-/578 28'- 0" L/602 19.2" 29'- 2" L/451 28'- 3" L/493 27'- 8" L/520 26'-10" L/568 26'- 0" L/612 24.0" 27'- 0" L/451 26'- 3" L/487 25'- 8" L/521 24'-10" L/575 24'- 2" L/617 3 Copyright (c) 1994 TrimJoist Corporation- USA - All Rights Reserved Notes on Span Tables: 1. Spans are based on uniformly loaded joists and include allowances for repetitive use members. •u 2. Live loads of 40 psf assumed. Additional dead loads due to various combinations of construction materials. 3. All TrimJoist products are cambered to compensate for dead load deflections. Do not install upside down. 4. Deflections shown assume %" rated subfloor that has been both glued and nailed. 5. Total deflections are limited to less than L/240. Live load deflections are limited to less than L/360. 6. Indicated spans are full member length, including a minimum bearing width of 1.5 inches on each end. 7. Limit total reactions to those indicated in the Maximum Crushing Load chart below. 8. TrimJoist products are designed for clear span applications only. Do not apply center supports, cantilevers, or concentrated loads without first consulting a TrimJoist representative. Maximum Crushing Loads in 1-Section Applied Width is the width of the loaded wall above Applied Widthl�z" 51�z or the bearing width whichever is less. Maximum Maximum Lbs 3000 4550 6100 Lbs includes reaction plus concentrated end loads from above.- A Note About Floor Stiffness: Floor performance is greatly influenced by joist stiffness. Experience has shown that a floor system that, is designed to minimum code acceptance (L/360) may not meet the expectations of some owners. TrimJoist Corporation strongly recommends that floor spans be limited to those indicated in the maximum span tables. The numbers in these tables are based on both gluing and nailing the subfloor. In cases where the subfloor is nailed only, spans remain the same, but the stiffness must be reduced by 20%. TrimJoistTm Maximum Duct Sizes TJ10 TJ12 TJ14 TJ1 6 TJ 18 fc. D1 6" Dia 8" Dia 10" Dia 12" Dia 14" Dia D2 4" Dia 5" Dia 8" Dia 9" Dia 10" Dia R1 6h'x 16w 8h x. 16w 10h x 24w 12h x 24w 14h x 24w R2 n/a 4h x 9w 3h x 12w 3h x 14w 3h x 16w 4h x 10w 4h x 12w 4h x 14w 6h x 6w 6h x 8w 6h x 10w 8h x 8w R2 ^D2 R1/D1 Notes on duct sizes: 1 . All duct sizes given are maximum outside dimensions. 2. Rectangular opening is provided at centerline of stock length. 3. R1 and D1 are not applicable in 4' stock length. 4. D2 is not applicable in 6' stock length. 5. R2 and D2 not applicable in hatched areas adjacent to rectangular opening. 4 Coovriaht(c) 1994 TrimJoist Cornoration- USA- All Rights Reserved Guidelines for TJ 12 Header Usage TrimJoistTm Maximum Header Loading Table Stock Length T:J1204 TJ1206 TJ12Q8 TJ1210 a Span Minimum 1 ' - 9" 31 - 911 51 - 911 7' - 9" Range Maximum 31 - 911 ' - 9" 5' - 9" 7' -' ,9'1 9" 9' - 9" Minimum Bearing Width 1 %2 IV %2 If %2 it Y2 " Maximum Allowed PLF Load 960 590 490 310 Maximum Deflection 0.03" 0.06" 0. 14" 0.20" Notes on Header Usage: 1 . Information in this table applies to TJ 12 family of TrimJoistsTM only. 2. Careful attention should be given to install headers TOP side up. 3. An equal distance is to be removed from each end to achieve required length. 4. Load is to be equally distributed to the top edge of the TOP chord. 5. Headers can be used to support floor and/or roof uniform loads. 6. Headers must be continuously braced and adequately restrained at the ends to prevent horizontal movement and out-of-plane rotation. Supported Framing Connectors Hanger Length (H) Capacity, Capacity, o F1 (THA41 6) 15Y2" 2580 1985 ' F2 (THA418) 47%::'!" 2870. 1985' F3 (THA420) 19% " 3160 1985 F4 (THA422) 22'f+" 3400 1985 Notes on H6nger Data: 1. Use this capacity when attaching to solid beam, using all nail holes. 2. Use this capacity when attaching to floor truss,using only top and flange edge holes. 3. All capacities are given in pounds (Lbs). 4. Maximum hanger capacity can only be achieved if all nail holes have been utilized and support member is southern pine or southern pine based composite. 5. The hangers listed here are manufactured by Tee-Lok Corporation. For additional hanger types and support information, consult the latest Tee-Lok catalog. 6. All hangers have a 3-9/16" x 1-3/4" seat. 7, Tee Lok THA hangers are specifically designed for floor truss applications. Copyright (c) 1994 TrimJoist Corporation- USA- All Rights Reserved 5 ANOE Notes on Span Tables: 1. Spans are based on uniformly loaded joists and include allowances for repetitive use members. AW 2. Live toads of 40 psf assumed. Additional dead loads due to various combinations of construction materials. 3. All Trim-loist products are cambered to compensate for dead load deflections. Do not install upside down. 4. Deflections shown assume %" rated subfloor that has been both glued and nailed. 5. Total deflections are limited to less than L/240. Live load deflections are limited to less than L/360. 6. Indicated spans are full member length, including a minimum bearing width of 1.5 inches on each end. 7. Limit total reactions to those indicated in the Maximum Crushing Load chart below. " 8. TrimJoist products are designed for clear span applications only. Do not apply center supports, cantilevers, or concentrated loads without first consulting a TrimJoist representative. Maximum Crushing Loads in 1-Section Applied Width is the width of the loaded wall above Applied Width 1'/=" 31/=" 512' or the bearing width whichever is less. Maximum Maximum Lbs 3000 4550 6100 Lbs includes reaction plus concentrated end loads from above. A Note About Floor Stiffness: Floor performance is greatly influenced by joist stiffness. Experience has shown that a floor system that, is designed to minimum code acceptance (L/360) may not meet the expectations of some owners. TrimJoist Corporation strongly recommends that floor spans be limited to those indicated in the maximum span tables. The numbers in these tables are based on both gluing and nailing the subfloor. In cases where the subfloor is nailed only, spans remain the same, but the stiffness must be reduced by 20%. TrimJoist„m Maximum Duct Sizes TJ 10 TJ 12 TJ 14 TJ 16 TJ 18 D1 6" Dia 8" Dia 10" Dia 12" Dia 14" Dia ` D2 4" Dia 5" Dia 8" Dia 9" Dia 10" Dia R1 6h x 16w 8h x 16w 10h x 24w 12h x 24w 14h x 24w ) R2 n/a 4h x 9w 3h x 12w 3h x 14w 3h x 16w 4h x 10w 4h x 12w 4h x 14w 6h x 6w 6h x 8w 6h x 10w 8h x 8w now— R2 D2 R1/D1 Notes on duct sizes: 1 . All duct sizes given are maximum outside dimensions. 2. Rectangular opening is provided at centerline of stock length. 3. R1 and D1 are not applicable in 4' stock length. 4. D2 is not applicable in 6' stock length. 5. R2 and D2 not applicable in hatched areas adjacent to rectangular opening. 4 Coovriaht /cl 1994 TrimJniat Cnrnn.wrinn. I ICA All RinF.r, oe...a Dead Loads of Typical Construction materials FLOORS COMPOSITION ROOFING Hardwood (1 in. thick) 3.8 psf 235 Ib shingles and paper 2.5 psf Concrete 2-151b and 1-90 Ib 1.7 psf Regular (1 in. thick) 12.0 psf 3-15 Ib and 1-90 Ib 2.2 psf Lightweight (1 in. thick) 8.0 psf 3-ply and gravel 5.6 psf Linoleum Tile 1.5 psf 4-ply and gravel 6.0 psf 3/4" Ceramic or quarry the 10.0 psf ROOF AND FLOOR SHEATHING CEILINGS AND DECKING Acoustical fiber tile 1.0 psf 1/2 In. Plywood 1.5 psf 1/2 In. gypsum board 2.0 psf 5/8 In. Plywood 1.8 psf 5/8 In. gypsum board 2.5 psf 3/4 In. Plywood 2.3 psf Plaster (1 in. thick) 8.0 psf Tectum (1 in. thick) 2.0 psf Metal suspension system 0.5 psf Poured Gypsum (1 in. thick) 6.5 psf Wood suspension system 2.0 psf Vermiculite Concrete (1 in.) 2.7 psf MISCELLANEOUS WALL WEIGHTS (8 ft nominal) Sprinkling System 1.5 psf Interior (16" o.c. studs) 50.0 plf Ductwork (24 g) 3.0 psf Composition Exterior Add 35.0 plf Rigid Fiberglass (1 in. thick) 1.5 psf Brick Exterior Add 320.0 plf Roll Insulation (6 in. thick) 1 .8 psf TrimJoisttM Maximum Uniform PLF Table 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 TJ10 980 400 230 210 160 130 100 90 70 TJ12 960 600 490 320 180 170 130 150 110 87 66 TJ 14 940 310 240 260 200 190 170 210 170 130 100 85' TJ 16 930 300 250 170 ` 200 200 170 160 180 160 130 110 91 TJ18 920 300 250 170 200 200 170 130 200 170 150 130 110 75 70• Notes'on Maximum PLF Loading: 1. Load capacity shown assumes no composite action that may be provided by the subfloor. 2. Limit joist and reactions to those indicated in the table on page 4. 3. Loads shown limit total deflection to L/240. 4. Figures in bold type add 10 PLF for applications in non-UBC areas. • Available Spring 1995 PSF to PLF Conversion Table Load in Lbs Per Square Foot (PSF) o.c. Spacing 1s 20 25 30 35 .40 46 50 55 60 65 70 12" 15 20 25 30 35 40 45 50 55 60 65 70 17 23 29 34 40' ?i6 51 57 S3 69> 74. 80 16" 20 27 34 40 47 54 60 67 74 8o 87 93 • 19.2 24 32 40 48 56 64 72 80 88 96 104 ]12. 24" 30 40 50 60 70 8o 90 100 1 110 120 130 140 6 Copyright (c) 1994 TrimJoist Corporation- USA- All Rights Reserved Typical Architectural Specifications A Part 1 — GENERAL Part 2 — PRODUCTS 1.0 — Description 2.0 — Prefabricated open web floor trusses: A. Work in this section includes: A. Acceptable products: Prefabricated, field-fit, open web floor trusses TrimJoist Corporation for use as floor joists. TJ 10, TJ 12, TJ 14, TJ 16 or TJ 18 B. Related work specified elsewhere: as required. Rough carpentry. B. Characteristics: 1.1 — Submittals: 1. Flanges should be 3.5" wide, minimum #1 A. Product Data: grade Southern Pine. Submit manufacturer's descriptive literature indicating material composition, thicknesses, 2. Diagonal webbing should be precision cut dimensions and loading details. Southern Pine attached to the flanges with steel plates certified by TPI. B. Shop Drawings: Submit drawings indicating installation 3. Floor truss height to be as needed for details. Include locations and details of loading, span and o.c. spacing. any blocking and/or bridging as required. 4. Floor truss to be engineered to allow for 1.2 — Quality Assurance: exact length adjustment in the field so as A. Certification: to assure that all bearing requirements Certify the manufacturer uses materials that are met. are tested and appropriately rated by proper industry governing agencies. 2.1 — Accessories: A. Nails: 1.3 — Delivery, Storage and Handling: 8d, 10d and 12d common nails. A. Delivery: Deliver materials to the job site in the B. Blocking and Strongback: manufacturer's original packaging, contain- Filler blocks to be placed at bearing locations ers and bundles with manufacturer's brand only where reactions are excessive. name and identification intact and legible. Strongback to be placed as directed by local building code. (Strongback not required for t B. Storage and Handling: structural performance.) Store and handle materials to protect them against contact with damp and wet C. Joist Hangers: surfaces, exposure to weather, break- All specified hangers are Tee-Lok 31/2" wide age and damage. Individual joists shall be seat hangers unless otherwise indicated. Call handled in the upright position. TrimJoist Corporation for these and other hangers that may be needed. 1.4 — Limitations: A. Loads: Part 3 — EXECUTION Concentrated loads shall not be applied to the bottom chord or web members. 3.0 — General: A. Provide 4x2 field-fit parallel chord trusses for B. Cutting: floor joists and ceiling rafters where indicated Except for cutting to length, top and bottom on drawings. Provide metal hangers and other flanges of floor truss joist shall not be cut, accessories as may be needed. i! drilled or notched. B. Install parallel chord trusses in accordance with C. All floor trusses shall be used in covered, dry manufacturer's recommendations. Install to conditions only. prevent dominoing during construction. 9 Copyright (c) 1994 Trim-loist Corporation-USA - All Rights Reserved Double Bowl Sinks "" � ~ 1 �R—SEWES I�'iR Double Bowl s j 18 Gauge•Tvpe 302-Self Rim + - `'�•�• , Double bowl sinks have two roomy sink bowls for Convenience on either side. i�--C—___j ZL% o__.r.. 10 • Highest quality, t CR-33{1 Illustrated , • Seamlessly drawn from nickel bearing stainless steel. • Standard depth:LR-3311 &LR•3322,8',all others 71121, t?ZRAvar"!able A — _j • 1318"radius coved corners. DA •Exposed surfaces hand blended to a lustrous highlightedto DiMMONinlAdmam Wth is rax lob•ck Lusrertone satin finish. NLOWW o„•r s Uaide Eld$owl 0AW in camrer Too ti&ah 1/2,13a L+�, W161 t�CI 4Yia, p,Ey (!/:'Radia Corners, fitKKMaks RL • outside t ,v 4•enNer 1b," Sowi and faucet deck are recessed 3416"below ou e edge of sink.Model LR-3322 has a 7116•drop ledge �1R•2918 29 18 12 t2 71t: 2831e 173') with raised faucet deck. LR•2922 29 22 1 T v: 16 71l: ; 3 3°!" '6 Undersides of models LR-3321&LR-3322 are fully L� LR-3319 33 1911; 14 14 '1h_ 323 8 :8'!s 33 Or or 4 17 1 protected by heavy duty Sound Guard undercoating. LR-3321 33 21114 1311.) 16 8 32 -a 203.'8 3 or 4 23 Others are fu11v undercoated. LR-3322 33 22 1311: 16 d ;23: ?, 1s 3 or 4 t ,3 • Drain opening size is 3112". LR-3722 37 22 16 T6 7'i` J. :1348 3 or y NOTE:Standard four holes furnished unless oth8nvise LR-4322 43 22 ;9 16 7li3 _ Z1=.a 3 or 26 specified. The.above sinks available n AAA version.See page S for ordering Inion;,a;,tn.See specdicaticn sheet for,rain localior.<, r ,I , p rt v ti i 1 } 4 T1_: PSR-S�IzIEs __7 I t Double Bowl 20 Gauge-Type 302-Self Rim Double bowl sinks have two roomy sink bowls for Lv r convenience on either side. �� • ` r Fine quality, a • Seamlessly drawn from nickel bearing stainless steel. • PSR-3321 &PSR-3322 have bowl depths of 71/z•;all 1yR e PSR-3322!ll�ts[tared ' All Others 71/4•. �. •All models with 1314"radius coved corners. Exposed surfaces polished to a lustrous highlighted Pacemaker bright satin finish. N ,M;•Inc" • Bowl and faucet deck are recessed 3116"below outside Mwd L"Zh n 101110 not Width is mmi to tact CROW in ttlrr,ter Tap *,of rUY Dia shin edge of sink.Model PSR-3322 has a 7116"drop ledge. ""r"°`r L A�w to �e Each Bowli,G 1v 10, L ',v I,Cm" 1.151!t'1'RadiW,C9r"ery Fmxw rarer wt. Dr£' • Undersides of models PSR-33:1 and PSR-3322 are fully PSR.3314 33 191: 14 14 '1:_ »r protected by heavy duty Sound Guard undercoating. 3.•t. 1$";a 3 or 4 17 Others are fully undercoated, ' PSR-3321 ( 33 211/4 P 1%: 16 7'r, 32318 20318 3 or 4 24 • Drain opining size is 31121, PSR-3322 33 22 '131/2 16 7112 323"s 11 3!p, or 4 20 PSR-4322 :3 22 19 16 71!: 423/8 11.1/8 3 or 4 21 No,u Standard four holes furnished unless otherwise ,e specified. CR— SERIES i ) Double Bowl 20 Gauge-Type 302-Self Rim Double bowl sinks provide convenience from either side. • Good quality. c 1__ c I i • Seamlessly drawn from nickel bearing stainless steel " •Standard depth:7•- T=TEZ7 CR-33.? Illustrated ` •31 vertical radius coved Corners.•Exposed surfaces machine polished to a lustrous highlighted Celebrity bright finish. • Underside is fully undercoated" oirnensiom in Indw Model l N isk,rt to ri&k Width is ir•nt 10 G+tk Ulm m Coanrer Soo vu 01'�'�O4. ACL • Bowl and faucet deck are recessed 3116"below outside Ninribn 40-11 hd;de Eaeh owl rr 4'uadira cam, fa"N mote, WL edge of sink,Modei CR-3322 has a 114'drop ledge. L CA, W rgr Po W ra, 0 E, L r cedes Lb& • Drain opening size is 31/2". CR-3321 33 211 14 15 14 7 323le Or 4 +.;l,-s Nort:Standard four faucet holes furnished unless CR-3322 33 22 to 1531, 7 32'3/8 ;T3 3 or 4 451.3 otherwise specified. CR-4322 43 22 19 1531: 7 42 3ji 21-rp 3 or: 21 +:,+: TOTAL PAI3E.022 { Compact Refrigerators -- , N.. -} • S „` a . r a! X YY El03CC t7 AN EL05CCXDW EL03CCXDW 2.8 Cu, Ft. Capacity Compact Refrigerator EL05CCXDW - -"'�'' 4.2 Cu. Ft. Capacity Compact Refrigerator DURAWHITET" Removable Siide-out Wire Shelves & Full-size Storage Door + Adjustable Temperature Control • Freezer T Compartment with Ice Cube Tray • Removable Meat/Defrost : vY Tray • Minimum of 1.2 inches required around sides H W D ' —�---� EL05CCXDW 34" 19" 20,7" for inStallatic EL03CCXDW 24.3" 18.7" 20.7" , hl$ Ol Saving Your World A Little Easier'M t T,T, G,, Ix SPACE-SAVING CONVENIENCE! The Bendix Soft-Line installs in virtually any location. Because no vent is necessary, place it anywhere ' plumbing is available.This compact unit can even be placed above floor level, for easier accessiblity. PATENTED BENDIX DRYING SYSTEM Bendix takes advantage of an exclusive, patented drying system. After washing, a very powerful FEATURES AT A GLANCE n40DEL WDB_1042M spinning phase removes humidity from clothes. Hot air is blown DIMENSIONS 23 3/8" WIDE at a high speed 33 1/4' HIGH � directly onto 22" DEPTH vl� the moving ' VOLTAGE 1 1 SV, 60 Hz AC STANDARD @ 12.8 AMPS clothes without `rt heating the SHIPPING WEIGHT 180 LBS. metal parts of .� DRYER VENT NO VENT REQUIRED! the drum; the temperature o WATER USE 16 GALLONS WASH, 2.9 GALLONS DRY of the air is AUTOMATIC WATER LEVEL ADJUSTMENT automatically regulated. No longer WASH CYCLES PREWASH, REGULAR WASH, will you need to clean the PERMANENT PRESS WASH, DELICATE WASH, filter after each cycle. A condensation channel, incor- KNIT AND WOOL WASH porated into the automatic filtering system, eliminates WATER PROGRAMS HOT WASH/WARM RINSE much of the lint produced by conventional dryers. WARM WASH/WARM RINSE WARM WASH /COLD RINSE ENVIRONMENTALLY FRIENDLY! COLD WASH/COLD RINSE The Bendix Soft-Line automatic water level adjustment SPIN CYCLES 1000 RPM (REGULAR), 500 RPM (DELICATES) system saves not only wash time, but energy and DRYING 1400 WATT, HIGH OR LOW HEAT water. Requiring only sixteen gallons of water per PATENTED CONDENSATION DRYING SYSTEM load, Bendix will save about 6,000 gallons per year for a family of four, as compared to a top-load! DRUM AND TUB STAINLESS STEEL WASH ACTION ELECTRONICALLY CONTROLLED DRIVE HELP FOR THE DISABLED SYSTEM, FOR GENTLE, SUPERIOR CLEANING Because the Bendix Soft-Line is front loading, LEGS COMPLETELY ADJUSTABLE it is easily loaded and controlled from a wheelchair. Clothes are loaded and removed while dry...when DISPENSERS AUTOMATIC RELEASE: DETERGENT, they're lighter and easier to handle.The Bendix BLEACH,AND FABRIC SOFTENER combination also eliminates that extra trip from washer to dryer. CONTROLS EASY FRONT-ACCESS CONTROL PANEL HELPS THOSE WITH LIMITED MOBILITY AUTO-BALANCING CONTROLLER FOR UNBALANCED LOADS DOOR DOUBLE-GLAZED TO REDUCE SURFACE TEMPERATURE WHEN DRYING c UL UNITED STATES CANADA ,. DUE TO ONGOING PRODUCT IMPROVEMENTS,SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. ©1996 Appliances International.All Rights Reserved. PRINTED IN U.S.A. I SELF-VENTING LARGE CAPACITY COMBINATION o Bendix invented the combination washer/ - , dryer more than fifty years ago. Today, it's the number one brand name machine, on any continent. Sold in more countries worldwide than any other washer/dryer, Bendix has captured international attention with the best-built unit in the business, period. Find out why Bendix is famous for unsurpassed quality... the world over! � z ONLY THE BEST. . Installs easily in ANY room in the house...NO dryer vent is required. Patented condensation drying system for maximum efficiency. . Conserves water!This Resource Efficient Washing Machine (REWM) requires only sixteen gallons per load...that's 50% less water and 40%less ' electricity than conventional washers. Electronically-controlled drive system tumbles clothes gently without tangling, for superior cleaning without an agitator or transmission. . Automatic release dispensers for detergent, bleach, and fabric softener...uses 1/3 less than top-loads. Five wash cycle settings, four water program combinations, and two powerful dryer settings, for any type of load. Two spin settings: super high-spin 1000 RPM for maximum moisture removal, or 500 RPM for delicates and knits. D: 0• w I ► [_ a �— � , �. INSTALLS ANYWHERE A PLUMBING SOURCE IS AVAILABLE.NO VENT REQUIRED! M / FLOOR BASE ASSEMBLY _ floor Movmyp� How* P-.tk e•x r I 1 orwha t Unpacx an parts. 2. lay Dose arsgie' floor as shown. 3. Attt M left and riot~"baso brm*4". •, 4. Attach corner braces on outside of k&m. 5, Positon*am on floor insWe of'"M CWI*yet 00&mna an equal Spam on a" fsft and right side , MONT 6. Poston flocs of frame I.C.(min.)team wal sod mark hotea an"oar for mows. 7. Remove frame, dril{hates and install arwhm in donor at Of dritE plot halts for wood screws N mourAV to a wloob floor. 8 Attach hams to floor with Molts(or Sao")SAN "• ---- ' �.__ _. r�s.ar My suaw Bac A.lk Sisk sW' h00! + • • I 1 �• .2 Qum$ Is, 1 � � • • ��Qui/-�/ �~ 1._z >A�scl�q Cm*w ZO X 314` kue f-Q 2 BED FRA9ME ASSEMBLY L CROSS BAR. 1 1f2 x f t/2" o a .. .`, 1, Lay Part&out on ttoelr as shown, aCROSS BAR , Ut 2- AKacess bars tc sada rails, bringing bolt UP thru Side rail into CrOft bar 3 Square the frame them t ghten all boles and nuts. `-- (IIAI—SIDE Ult s--(right)----y SARING BAR ASSEMBLY ° i Lt7 `� VZb �60 96-Oe-6nb �e E0-d b't3S = tr 96-9i - :vDO E aP_,e,a 'Hd `M?SI d_7 3 SV.Vi:7 n�+:O-i`dW - :VVd LO:TL or-tool �nl :ns.nTa-,o.. r+uy- �u-rso UW:43A p_ 02 3 1. WALL BED FRAME ASSEMBLY 1. Plme bed frame assembly, in vertical p"Won, one floor be"assembly. 2. Attach the loft and right lips to side rails Of harrne. (lam 0stall A I Balt the leg sctuators to ft logs. (par damn A) ) A. Attach the other end of tate fe9 actuators to the hoer baro. (pet detail B) 5. Plus the log Crass member bet man the legs and ct�with strew through rubber Boot. (par detail A) —7" S. Bring flame down s1v00y to honzwW per. ,. $: PAftchh"ft "Nib �ams �Y snpias WOftt bar. (ow do■9�q 9. Attach the toundWon with wood screws thfoundWon onto Om ftme e h the b roll a{position. � through the We rails of bad !Fame, Pla*ft nYkM mattre04 strap beMr w bunded on and 6` *toles toward ibot of bed. 10.Amch two springs(per devil D) and bring firanle,dawn a to horirorrt+ef poeifian. 11. Paas Wm mattress onto ito foundation and secure with•ttw mattress*up. 12. Return frame to ventral!Position and a!loch balance of &1xi+'qe• (Der detail D) C. r �ANRESS ser "Sas M wear, tow..r>ti..'!how am 8 rnMe�•.i t/.."wase.wen �.YM �w16 C L961L{iM1rr(Z) r � � r'. Mwsw sveor A.w :feta ALL�aw Dara) l"ft PURM .� L_ zm HIM ��"*sell e/F-s NowNon e eAm .aM nrn CQ ,.+r.o wed >«+w.. moa •� er tip r: ROOT ACTUATOR ®AR ASSEMBLY AUTOMAnc LEC ASSEM LY _ 1 ZO'd - H89- It 96-91--4=,p C,B d su0� _=:�E 'UN E'£ Oct- 16-96 11 : 57A P.01 e l V �C J �Jic�b�J-77QlU �Sisr ov. �5 R 7,5 -C�a-o - � � ,r f ,3: x ,., ell � r(, .s�•�' 11• CLEAR COLORMERIC _ PRODUCT DESCRIPTION: COLORMERIC CLEAR is a clear acrylic polymer coating that provides an attractive, low-luster sheen. The coating appears milky-whiteinthecontainerbutdries toaclearfinish.COLORMERIC CLEAR isawater-teased,non-flamrtiable,non-toxiclinish that dries fast and is resistant to UV, yellowing, and most mild alkali and acid fumes. BASIC USE: aterproofs as well as enhances the original appearance of smooth brick, terrazzo, COLORMERIC CLEAR seals and w flagstone, slate,tile, concrete and other exterior masonry surfaces.COLORMERIC CLEAR may also be used as a masonry conditio ner/p hme rover chalky surfaces by diluting up to 20"o(1 t/2pints)with clean water.Typical applications include bui!ding exteriors, bridge abutments and columns, retaining walls, etc. Rooftec Systems, Inc. LIMITATIONS: Atlantic Beach, FL Apply at temperatures over 50°f=. Keep from freezing. Attn: Mike Ross - TECHNICAL DATA: 757-6667 ................. Weight per gallon ...... ...................... ............ lbs. Viscosity ........................... . ........................ ....42 K.U. +/-�3 Percent solids by weight 1--.38 +/- o Percent solids by volume ......•• ..............................37 +/ 1°o Flashpoint (f.M,) ........... ... ............................................none '*,abrasion resistance.. .............. ... 1•••................ .....excellent Flexibility (1!8" mandrel Mend).... ..excellerlt Drying time: Dust free .. -•••• 1!2 hour. Tack free......., our ................................................... 3.4 Hard............ ......_ ........................ .. . ..... - 1 hours Clean-up ........... .... .. . ............... .............. ..................water INSTALLATION: Preparation:All dirt, oil, grease and loose material must be removed. Steam cleaning or high pressure power washing are " recommended to remove contaminants. Fresh masonry must be neutralized with a 10`0 muriatic acid solution. The solution should be scrubbed into the suilace, let stand several minutes and flushed off with fresh water. AppliCatlon:Apply as the product is furnished in the container by brush,roller(short nap), airless or conventional paint spray equipment. COVERAGE: Two thin coats are recommended. Each coat should be applied at the rate of 300-400 square feet per gallon. MAINTENANCE: It is recommended that the coating installation be checked on a regular schedule with additional inspections after the system has been exposed to severe weather conditions. Recoating may be necessary depending upon the severity of conditions. Small area touch up can be made at any time by following-application procedures recommended. TMS -coli eCOMPANIES INTERNAT)ONALNEADOUARTEI7S: 2514 PEAR!,RD.•P.O.BOX 10 ©pUr�gwtCK,i)rIO 44212-4014•U.A CONSOLIDATED CONSOLIDATED CONSOLIDATED Infer-cootInantal Corp. sCtecti!; C.n4,i �g9 Lrtl v CoQlinps Corp. p� t985A P PH�B"S 2614 F(odrl RdP.O. 2614 Rd RU.BON 10 0j6oec.Cqy Brunewirk.pnla 44212.2-0011 0 Elrunswiekicx,4hiu 44212 0010 rats»pge, GanarJa 135r'J Tse �� 096) 1.800 $6 (215)220.675a 1t216))2.e00-3 0-6154 TGt-L FREE:1-A00 321.7966 TOLL FREE:1-600321-7666 TUL.t F17EE. 1-E00-3?,1.7998 FAX:(216!220-0761 FAX:(216)220-6761 FAX 216 220-6761 serving NorldMde mellte:s Since 180E Cr (216)220-E762 ur(216)220.6762 ar 216;220.6762 yr i�R,�2 � �� {• n }�} d y q � 4� Whether your home requires an attic(A),closet(B), basement(C)or crawl space application(D),Trane has the right air handler for the best job. These whisper-quiet models deliver high airflow a air P' r i ♦r`� m {t F � capability.They are simple to install and last a long time " s , s u This broad line gives you unequaled system flexibility. Air handler capacity can be mixed and matched with ` outdoor units to achieve the highest efficiency and load 1 F*'Tra s coveragepossible.ThaYsconvemence ThaYscomforL n i Yeti RC ., L47 5}f 3 1 -• � _ x��•'�*�'�:. kms; G i� �a�- a F"�` 9.' r � ;�r... ,. ;,e t` a.' r :1�x,A,'ay's N G r 3 "' VExrtcly 11/—3TONS IlowzONTAL 11/2 3'L TONS a . t1x' Lk.. r ; i 3 1 01 MM . �` '3''tks� �'r�' ,t��'��''r..�,�5h�.v �°� 'gas '"{r �^.�'u "*'�� ,k c.w s..ti� '�"` r � '��•w �ax�,,��H �C t w TRANE ACCESSORIES CONSERVE ENERGY. PRESERVE THE FOR A TOTAL G ENVIRONMENT. COMFORT SYSTEM. Energy saved has a very positive impact on global warming.That's why.it's so important for us to con- tinually engineer more energy efficiency into our products.And } -` _ TMNE it's just as important for you to a ®®c! demand products that live up to TAKE COMFORT IN tougher,more stringent energy YOUR TRANE DEALER. standards.It's a small part.But we all know what's at stake. Your Trane dealer's special training can really make a difference.He YOUR COMFORT can help you choose just the right XE 1000 system for your home. CONTROL CENTER.* When buying a heating or cooling " system selecting the right size is Get the most energy savings crucial.A unit that is too small lacks from your XE 1000 WeathertroO the capacity to keep you comfort- heat pump by matching it with able.A unit that is too large not only an optional Trane energy saving costs more to buy but it also costs thermostat.Control your system more to operate. for optimum economy and comfort. Call your independent Trane deal- It can change the temperature of er today.He can show you the real your home up to four tunes a day meaning of comfort and efficiency depending on your program.Its with an XE 1000 Weathertron"heat easy to program and a battery pump system. helps it remember your comfort TJMNEr settings during a power failure. XE 1000 WEATHERTRONO The energy saving electronic programmable thermostat from HEAT PUS'* Trane can keep you comfortable + + It's Hard To Stop A Trane. day or night,summer and winter. Trane offers a complete line of •+ 24 � � $ Certified by the Air Conditioning and manual,automatic and pro- •+ . 24 I '. M ige tion Institute Standard 240. grammable thermostats. + 24 a Rated n acco dance with A.M.Standard Y 0. *Optional accessory,purchased •+ " separately •+ 32 •+, 32 + 32 . Since The Trane Company has a policy 37 of continuous product improvement,it +' f listed by Underwriters labonmry reserves the right to change specifica- -I)IMENSIONS IN INCHES tions and design without notice.Read important energy cost and efficiency information available from your dealer. Ma fa t„red in USA 10 Frenchy'�- ,oration Ser TmE TRANS COmPANY Henry Unitary Products Group 6200 Troup Highway * 0 b Tyler,TX 75707 Jacksonvili.:. . ..i ala 3223@ An American-Standard Company Pub,No.72-1081-05 V American Standard Inc. 1996 P.I.3/96 TiH XE 1000..,BUILT FOR COMFORT AND EFFICIENCY. <44o ensure product quality,all units re tested on the assembly line at , r, ach critical step of manufacturing- \ �Jimr� :f '�\ ^mss• /'�'��il-'/'/" -�: ' , '�•~ �� ate'"��x-�'' _ _� Y s EXTRA ENERGY ©SINGLE-SIDE SERVICE O SILVER GRAY FINISH SAVER FAN MOTOR All electrical and refrigeration Blends with any architectural " The fan motor and precision components are behind one style.Powder paint covers balanced fan blade design easily removed side panel for surfaces uniformly increasing increases the unit efficiency. quick,easy service if required. protection from rust and corrosion. ©ELECTRICAL 0 EXTERNAL BRAZE FITTINGS CONTROL BOX Installation is quick and easy. Ai SPINE FIN""ALL Mounted high in the unit to Each valve has a service port. ALUMINUM COII. For ease of checking the oper- Internally grooved,continuous keep out moisture and for easy ating refrigerant pressures, tubes in each circuit help service access. high and low pressure top,ports prevent refrigerant leaks and r ©ELECTRONIC are standard. increase efficiency.So corrosion ' �° DEMAND DEFROST O CERAMIC COATED SCREWS resistant,we back it with a Solid-state control eliminates 5-year limited warranty. Hold it all together beautifully. unnecessary defrost cycles for Resist rust and corrosion. 4DCLIMATUFF® COMPRESSOR energy savings and longer Now more efficient than ever compressor life. Q LOUVERED STEEL TOP and backed by a 5-year limited Computer-designed starburst warranty.proven design made OREFRIGERANT FILTER-DRIER to is attractive and functional. P especially for the higher Prolongs unit life and reliability It shields the unit from leaves efficiencies required today. by keeping refrigerant clean and debris and directs noise More reliable operation. and dry. and hot air upward away from your patio and plants. WEST-HILL ADDITION STRUCTURAL FRAMING NOTES 1. See architectural drawings for all dimensions and elevations not shown on structural drawings. 2. Stud Walls: Exterior walls shall be 2x6 studs @ 16" o.c. All interior bearing walls shall be 2x4's @ 16" o.c., unless otherwise noted. Use 1 row of 2x horizontal blocking (same depth as stud) for all exterior and interior bearing walls. At exterior walls add row horizontal bridging at all plywood sheathing joints. 3. Add DBL studs each side all wall openings and 3 studs each side wall openings larger than 4'-0" in width. 4. All headers shall be (3) W's typical at exterior walls, unless otherwise noted; add (1) ST2215 strap ties each end of all headers at openings 4.0' or wider, unless otherwise noted. At interior walls, all headers not otherwise noted shall be (2) 2x10's W/1-ST2115 strap tie each end. 5. Add DBL studs in bearing walls under beams spanning perpendicular to the wall, U.O.N. 6. Anchor each end all rafters to top of walls and beams with (1) H1 hurricane anchors by The Simpson Co., or an approved equal, unless otherwise noted. Anchor all rafters to hip rafters with A35 framing anchors (U.O.N.) Ma 7. All rafter and joist hangers shall be HU-series (14 gage) heavy duty joist hangers by The Simpson Co. or equal, U.O.N. 8. All exposed wood framing shall be pressure treated (P.T.). 9. All exterior wall sheathing shall be 1/2" plywood nailed W/10d nails at 6" o.c. at panel edges and at 6" o.c. at interior studs, unless otherwise noted. 10. At roof framing use 2x4 blocking continuous between trusses and rafters at ridges, hips and valleys. 11. Plywood Nailing Requirements: a. Roof Deck: 8d nails @ 6" o.c. at all panel edges and at 12" o.c. at interior rafters and trusses, unless otherwise noted. b. Plywood Wall and Floor Sheathing: 10d nails @ 6" o.c. at panel edges and at 6" o.c. at interior studs, unless otherwise noted. 12. Abbreviations: _ U.O.N. unless otherwise noted H.A. hurricane anchor S.T. strap tie T.S. twist strap J.H. joist hanger F.J. floor joists C.J. ceiling joists T.S. tube section R.R. roof rafter G.L. gluelam beam F.A. framing anchor E.E. each end WEST-HILL RESIDENCE DESIGN CRITERIA (All Design per"Standard Building Code", unless otherwise noted.) 1. LIVE LOADS Roofs and Canopies---------------------------------------------- 20 PSF Floors-------------------------------------------------------------- 40 PSF 2. WIND LOADS (Standard Building Code - 1993 Edition) -- 110 MPH 3. ALLOWABLE UNIT STRESSES Concrete (Design per current Edition A.C.I.) All Concrete------------------------------------------------ f = 3,000 P.S.I. Miscellaneous & Structural Steel (Design per Current Edition A.I.S.C.) All Steel ASTM A36 Unless Otherwise Noted Timber(Design per Current Edition National Design Specification for Stress-Grade Lumber and its Fastenings) --------------- Sou. Pine 2 1 GENERAL STRUCTURAL NOTES & SPECIFICATIONS A. EARTHWORK 1. Compact top 12 inches of subgrade below slabs and foundation areas to a minimum of 95 percent of maximum density. 2. All fill and backfill shall be compacted to 95 percent maximum density in accordance with ASTM D-1557. All fill and backfill shall be clean, free draining sand with a maximum of 10 percent passing the No. 200 mesh, free from organic material, unless otherwise noted. 3. Unauthorized excavation consists of removal of material beyond the indicated subgrade elevations or side dimensions. Under footings, foundation bases or retaining walls, fill the unauthorized excavation by extending the indicated footing bottom elevation. Elsewhere, backfill and compact unauthorized excavation as specified for authorized excavations. 4. Dewatering: Prevent surface water and subsurface or groundwater from flowing into the excavations and flooding the project site. Do not allow water to accumulate in excavations. Remove water from excavations to prevent softening foundation bottoms, under-cutting footings, and soil changes detrimental to the stability of the subgrade and foundations. Provide dewatering systems as required to convey water away from excavations. Shore and brace all excavations to comply with local codes and authorities having jurisdiction. 5. If footing elevations should occur in a disturbed, unstable or unsuitable soil, the Architect/Engineer shall be notified. B. CONCRETE 1. Design, place and cure all concrete in accordance with ACI 318, ACI 304, and ACI 347, latest editions, publications of the American Concrete Institute. 2. Detail, fabricate and place all reinforcing bars and welded wire fabric in accordance with the Concrete Reinforcing Steel Institute's"Manual of Standard Practice." 3. All reinforcing bars shall conform to ASTM A615, or A616, grade 60; welded wire fabric shall conform to ASTM A185. 4. Submit shop drawings of all reinforcing for approval. 5. Design of formwork is the Contractor's responsibility. 6. All concrete shall be 3,000 PSI at 28 days in accordance with ASTM C-31 and C-39. All cement shall be Portland Cement Type I, conforming to ASTM C-150. All aggregates shall conform to ASTM C-33. Maximum slump shall be five inches. Use air-entraining 2 admix per ASTM C-260 (3-6% air). All concrete shall be ready mix concrete per ASTM C-94. All concrete shall contain a minimum of 5 bags of cement per cubic yard. 7. All reinforcing shall be held securely in position with standard accessories during placing of the concrete. All concrete shall be consolidated with mechanical vibrators per ACI 304. 8. Splices in reinforcing, where permitted, shall-be as follows: Welded Wire Fabric --------------------------------------- 6" Masonry Walls--------------------------------------------- 48 BAR. DIA. All Other---------------------------------------------------- 40 BAR. DIA. 9. All precast or poured lintels shall be a minimum of 8" x 8" in size and shall be reinforced with 2 #5 as a minimum, and shall have a minimum masonry end bearing of 8". 10. Splices in top reinforcing shall be made at mid span, hook bars at each end. 11. Splices in bottom reinforcing shall be made over supports. 12. Placing Concrete: Remove all water from excavations before placing concrete. Dry earth shall be wet thoroughly just prior to placing concrete. Place concrete before initial set has occurred, and in no case after the mix has retained water for more than 1-1/2 hours. Use mechanical vibrators for placing concrete, in accordance with ACI 304. 13. All interior slabs shall receive a trowel finish and all exterior slabs shall receive a light broom finish, unless otherwise shown or noted. 14. Curing Concrete: Use one of the following methods: a. Water Curing: Keep concrete wet for seven day period by covering with water. See architectural drawings for additional requirements. b. Membrane Curing: Use on slabs after final finishing operations are complete (within 2 hours). Method and rate of applications shall be in strict accordance with the Manufacturer's published directions. Use "Crystal Clear Seal" by Lambert Corp., "Clear Bond" by Guardian Chemical Co., or equal. 15. Employ an independent testing laboratory experienced in design and testing of concrete materials to design concrete mixes and to test the concrete during the performance of the work. Test concrete as follows: a. Slump. ASTM C143, one test for each load at point of discharge. b. Compressive Strength Tests: ASTM C39, on set of three test cylinders for each 100 cubic yards (or less) of each mix, for each day's prior; one specimen tested at 7 days, 3 ' one at 28 days, and one held in reserve. Submit test results in writing to owner and Architect/Engineer same day tests completed. C. MASONRY 1. All concrete masonry units shall conform to ASTM C-90, grade N-I. All mortar shall conform to ASTM C-270 Type M or S. All grout shall conform to ASTM C-476 (use fine grout for spaces less than 4"). 2. Lay CMU units with full face shell mortar beds. Fill vertical end joints (end joints between units) solidly with mortar from face of unit to a distance behind face of unit not less than the thickness of longitudinal face shell. Provide 3/8" joints. Lay units in running bond. Add continuous horizontal joint reinforcing at 16" o.c. vertically, unless noted otherwise on the drawings; use Dur-O-Wall horizontal joint reinforcing, truss type (9 gage min.) per manufacturer's recommendations or approved equal. D. STRUCTURAL AND MISCELLANEOUS STEEL 1. All design, fabrication and erection of structural and miscellaneous steel shall conform to the American Institute of Steel Construction (AISC) publication, "Specifications for the Design, Fabrication, and Erection of Structural Steel for Building." All welding shall conform to the American Welding Society's Publication "AWS D1.1., Structural Welding Code." 2. All structural steel to conform to ASTM A36. 3. Anchor bolts, ASTM A307. 4. Prepare all steel surfaces per SSPC specification No. 1 and hot dip galvanize. 5. Galvanizing: ASTM A123/A153. E. TIMBER 1. All timber work shall be in accordance with the current edition o the "National Specifications for Stress-Grade Lumber and its Fastenings," a publication of the National Forest Products Association. 2. All nailing of structural members not otherwise noted shall conform to the nailing schedule of the "Manual for House Framing," a publication of the National Forest Products „ Association. 3. All timber connectors, strap ties, hurricane anchors, joist hangers, etc. shall be manufactured by the Simpson Co. of San Leandro, California or equal (galvanize). 4 I. 4. Wood joists and rafters shall have bridging at 8'-0" centers unless otherwise noted. Bridging shall be 2" wide and the full depth of joist or rafter. 5. All plywood shall comply with PS-1 (ANSI A 199.1). Use"exterior" APA rated plywood for wall sheathing. Comply with applicable recommendations contained in Form No. E 304, "APA Design/Construction Guide - Residential & Commercial," for types of plywood products and applications indicated. Fasten plywood panels by nailing to framing unless otherwise indicated. Use hot-dipped galvanized nails for exterior wall sheathing. 6. Where lumber is indicated at "P.T." or "Pressure Treated," or is specified herein to be treated, comply with the applicable requirements of AWPA standards C2 for lumber, and of AWPB standards listed below. Make each item with AWPB quality mark requirements. Pressure treat all above and ground framing and decking exposed to the weather or noted with water-borne preservatives conforming to AWPB LP-2. After treatment, kiln dry to a maximum moisture content of 19 percent. 7. Fasteners & Anchorages: Provide size, type and material indicated and per applicable standards, complying with the applicable federal specifications for nails, screws, bolts, nuts, washers and anchorage devices. Where timber work is exposed to weather, provide fasteners and anchorages with hot-dipped galvanized coating per ASTM 153. 8. Glue Laminated Beams: Materials, fabrications and quality control shall conform to ANSI/AITC A190.1-1983, "Structural Glued Laminated Timber." Provide factory-glued ' structural units produced by an RITC-licensed firm, qualified to apply the AITC "Quality Inspected" mark. Use Douglas Fir or Southern Pine; adhesive shall comply with ANSI/AITC A190.1 - 1983, using wet-use (waterproof) adhesive. Allowable stresses shall be as follows: FB=2,400 psi; Ft=1,200 psi; fv=165 psi, and E=1,700,000 psi. 9. Trim Joists a. The work includes all labor, material, equipment and accessories required to completely furnish and install all TJ Series trim joists, the extent of which are shown on the drawings, herein specified and necessary to complete the work. All trim joists shall be manufactured by the"Trim Joist Corporation." b. Shop Drawings: Submit shop drawings for fabrication showing the layout of all trim joists, and complete details of all connections. Shop drawings shall be signed and sealed by a professional engineer, registered in the state of Florida. Design calculations, also signed and sealed by a registered engineer, shall accompany the shop drawings. C. The diagonal web members shall be Southern Pine attached to the flanges with steel plates certified by TPI. Flanges shall be 3.5" Southern Pine No. 1 grade. 5 Imp d. All design shall be by the Trim Joist Corporation for all live, dead, and wind uplift loads shown on the drawings. All bracing shown on the drawings shall be verified by the manufacturer and shown on the shop drawings. e. Provide 4x.2 field-fit parallel chord trusses. f. The truss joist shall be stored at the job site in a vertical position and protected from the weather. All trim joists shall be erected and installed in accordance with the drawings and the approved shop drawings and manufacturer's recommendations. Erection bracing shall be installed as required to keep the joist plumb and to ensure • adequate support until decking and sheathing is installed. Temporary construction loads that will cause stresses beyond design limits are not allowed. a 6 JS I QL , w� satr� l � I � � I i i ► � CC r i � _ j I d o lk 81 ll s . .�,: h-2 I \ lT" S IM1 Yam v IN a cy �- � o gg N CO ` .9 M o T r_ l, «-91 Aw 4 , J a 13Q iL J Q- � h s QJ S - 2 N� -�> �s� RSI��✓ Y44V T4 C- (-CA 6L Pfj nm 4v ,4. 5►te ,�- ptag; )/ 6,4q-7j- Ll M! \ V NOW ti4s was 4-1' fA -S)M- 1;�y-fir T AF i Lr T,) G C� PLyWp SJ�� C J � 34u � � lT' S7LA � V S d1-7 10 e® T x� � 3 T 1 ,1 V M 1 Y J `S T � 1 1 a 1. 1� C✓ U x1 � l _ T i. ad ...i �J C5 OE7-- 1 � -I y- 1 x ♦0 i f. NZ/ a M Sz Ao OL M N J cl � M M t CITY OF Office of Building Official /))_ 9 7 REQUEST FOR INSPECTION _ 46 O� Permit No. Date A.M. Time P.M. Received 19 cality Job Address Owner's Contra NameRICAL BUIL0ING CONCRETE LEC Wiring ❑ ❑ Footing ❑ Rough Wiring E; Rough Air Cond. & ❑ Heating raming ❑ Temp Pole ❑ Top Out ❑ Re Roofing ❑ Slab ❑ Sewer ❑ Fire Place ❑ Lintel ❑ Final Pre Fab Insulation C� READY FOR INSPECTIO �—�J M Mon. Tues. Wed. Thurs. Friday__._------- CJ A.M. P.M. Inspection Made , Final Ins ectio Inspector Certificate of Occupancy ❑ Date CITY OF Office of Building Official REQUEST FOR INSPECTION 9sS ✓ c, ;� Date_ �/ S— Permit No. � TimeA.M. Received z�i,'�J P.M. Job Address Locality Owner's Name Contractor L _ BUILDING CONCRETE ELECTRICAL., -- LUMBING ..! M4AffIGA-L^ Framing C Footing ❑ Rough Wiring Ci Rough ❑ Ar`Uond:"&` 17 Re Roofing a Slab C Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final Sewer P Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. T1U Friday P.M. '-- 17 - ' A.M. Inspection Made _ inspector _ Finjj� al Inspection Certificate of Occupancy Date _ CITY OF 4&,,,&, /3e=A-A;& Office of Building Official REQUEST FOR INSPECTION Permit No. Date � 6 A.M. Time �:d P.M Received / Lydality Job Addr s Owner's µ Contractor Name _ -- PLUMBING CHANICAL BUILDING CONCRETE ELECTRICAL ❑ ❑ it Cond. & ❑ 66 Ing ❑ Rough Wiring ❑ Rough ❑ Heating Framing ❑ Temp Pole ❑ Top Out ❑ Re Roofing ❑ Slab ❑ Sewer ❑ Fire Place ❑ Lintel rj �/Dl final Pre Fab Insulation ,RpINSPECTION A.M. Friday P.M. Mon. Tues. Wed Thurs. y A.M. Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date OF .. S7 8' DATE JOB ADDRESS 3T OMPLETED THIS JOB HAS NOT BEEN The following additions or cIirbe a° ns cep I be ed made before the job w ti persons, to art of the work with flooring, loth, earth It is unlawful for any Carpenter' Contractor, Builder, or other P rove inspector has had ample time to oPP cover or cause to be covered, any P or other material, until the proper A,(jy � Building the installation. �C,,[[�t~' i corrections ction Field Inspectors are in the office from_------ After additions or corrections have been made cal PLUMBING ¢Department for-on Monday through Friday. v'r ' 40 ELEC. BLDG_ B-4 PRESS HARD-USE BALL POINT PEN CITY �O�F n i'� Office of Building Official REQUEST FOR INSPECT I I Permit No. Date A.M. Time P.M. Received �- / Locality JoJAddrss ContractorMECHANICAL Owner's �ll ter✓ ____--- --- P� G Name _-----�--�— ELECTRICAL ❑ Air Cond. & ❑ CONCRETE Rough Wiring ❑ Rough ❑ Heating BUILDING ❑ ❑ Top Out ❑ Fire Place r Footing Temp Pole Framing ❑ I � Final ❑ Sewer Pre Fab Re Roofing ❑ L A.M. Insulation READY FOR INSPECTION P.M. Thurs. Friday---- (:: -+ Wed. Tues. q M y Mon. Final Inspection ❑ Inspection Madeancy ❑ -/ " Certificate of Occup Inspector 7 Date CITY OF 4&4a& /se cJt- Office of Building Official REQUEST FOR INSPECTION Date L Permit No. TimeA.M. Received /4 — PM. S7" Job Address Locality Owner's Name Contractor (/ BUILDING CONCRETE ELECTRICAL �LUMBI MECHANICAL Framing ❑, Footing ❑ Rough Wiring Ci ;S' Air Cond. &Re Roofing ❑ Slab ❑ Temp Pole ❑ ❑ Heating Insulation ❑ Lintel Ll Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION r?1 Mon. Tues. Wed. Thurs. Friday, A.M. Inspection Made ~y P.M. ✓ Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date 11�� //3CITY OF nn 1`Y(l�a& �-"tn 4. Office of Building Official REQUEST FOR INSPECTION Date /�.. 3 _ - Permit No. Time OU A.M Received /�� •m. .57 hF- Job Adddr�e ,,�Wocality Owner's 1 / Name J� Contra BUILDING ELECTRICAL gPl ELECTRICAL PLUMBING MECHANICAL Framing ng Rough Wiring ❑ Rough ❑ Air Cond. & El Re Roofing ❑ Slab Temp Pole F] Top Out C] Heating Insulation ❑ Lintel Final F-1 Sewer ❑ Fire Place 1:1 Pre Fab READY FOR INSPECTION A.M. Mon. es. Wed. S. Friday P.M. F 2 A.M. Inspection Made _ J -- P.M. Inspector_ i Final Inspection Ci Certificate of Occupancy Ci Date n1� /CITY OF ri& BWCA- Office of Building Official REQUEST FOR INSPECTION — Permit No. / Date Time Received Ci Job Address Lo ality , Owner's Contractor Name BUILDING CQIdCtiE"f ELECTRICAL PLUMBING MECH NICAL Rough Wiring ❑ Rough C7 Air Cond. & 11 Framing LTemp Pole ❑ Top Out F-1Heating Re Roofing F] Slab Final f 7 Sewer ❑ Fire Place Insulation Cl Lintel Pre Fab ld READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made _g— P.M. f YE� (` I Inspection ❑ Inspector — — Certificate of Occupancy G Date CITE` OF Office of Building Official REOUEST FOR INSPECTION Permit No. Date Time A.M Received ,� -P.M. —— — �- --—-- Locality Job Address a Owner's _._- ---- --------Contractor — Name — - MECHANICAL CONCRETE ELECTRICAL PLUMBING BUILDING C1 Air Cond. & FI Framing Footing Rough Wiring Rough CI Heating (_1 Slab Temp Pole Ll Top Uut El Re-RciotzgFinal Sewer ❑ Fire Place Insulation Lintel Pre Fab READY FOR INSPECTION Mon. Tues. �j Wed. Thurs. ridgy P -- - ---AM. P.M. Inspection Made _ - Final Inspection ❑ Certificate of Occupancy C: Date _— — CITY OF i i Office of Building Official REQUEST FOR INSPECTION �r 7 Permit No. A.M. Time e /.- ' 3.0 nV4 VReceivedT c IL.J` ality, Job Address Owner's Contras r Name PLUMBING CONCREMECHANICAL TE ELECTRIC BUILDING �'Rough Wiring Ci Rough- ❑ Air Cond. & Framing 1:1 Footing C: ❑ Heating _ C; Temp Pole ❑ Top Out �, Fire Place In Roofing ❑ Slab L Final C Sewer Insulation C] Lintel Pre Fab REAc�PECTION A.M. j Mon. Tues. Wed. Thurs. Friday A.M. — P.M ( . Inspection Mad Final Inspection Inspector _.- — Certificate of Occupanc Date — �/// //CITY OF 4& /S�-�� Office of Building Official REQUEST FOR INSPECTION Date / C Permit No. �Q—✓___�. Time // A.M. Received _ CJ PM. Jomvaaress Locality Owner's l /�� ,y Nme Contractor aGU 'j BUILDINGCO CRETE ELECTRICAL PLUMING MECHANICAL Framing ❑ Footing ❑ Rough Wiring Ci Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final Ll Sewer r-1FirePlace El CMoREADY FOR INSPECTION Pre Fab Tues. Wed. Thurs. Friday PM, A.M. Inspection Made / / PM Inspector .�--- Final Inspection 11Certificate of Occupancy ❑ Date CITY OF 4�oBemA-�� /4�0 Building Oficial REQUEST FOR INSPECTIONjn / N7 Y Date —©� _ ,�d Per er o Received A.M. P. Own ' Job Address Lo ality ers J Name tractor BUILD CONCRETE ELECTRICAL' L Framing Footing 1-1ou 7 – ~ Re Roofing Slab 11 Temp g Pole Rou ❑ it Cond. Insulation 7 Lintel ❑ Final ❑ Top Out Heating ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed Thurs. CFnda:y�— pM Inspection Made Q Q A.M. —P.M. Inspector – Final Inspection ❑ Certificate of Occupancy ❑ A4s2�rc.4DF_J Date CITY OF Office of Building Official REQUEST FOR INSPECT Oh -7 t Date�/ `T7 Permit No. Time ,+ G A.M. Received (�/ PM Job Address Locality Owner's Name —Contractor BUILDING CONCRETE ELECTRICAL PLUMBIN MECHANICAL ❑ Footing ❑ RoughmW–ng- ❑ Rou h ❑ it Cond: ❑ Re Roofing ❑ Slab ❑ ''` ❑ op Oat 7 ❑ Insulation ❑ Lintel Ll Final ❑ <_� ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION 0,0 Mon. Tues. 9 Wed. Thurs. Friday A.M. Inspection Made ? / 101 Inspector Final Inspection F-1 Certificate of Occupancy Date GATE: ------------- �- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE: SATISFACTORY : ------ ---------------------------..�_--------- -._- ------------------------------------------------- _---- '--'------------------.----------------.----------_-- -------------------------------------------------- _--.--- ---------------------•---------------------------- Enclosed are the blue copies of the permits. SINCERELY, ��>r�•L BUILDING INSPECTION DIVISION cc: FILE i TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough"inspection: Permit No. Address --/IEf 7 BRxdaaassl mxzexx xzxg*xlma cx=pWewxso6cxkkoxVnxxdA=. Please update your records accordingly. Thank-you, , Ott /i2/ •,i"/ ; - BUILDING CLERK - CITY OF ATLANTIC BEACH /vcb Tattftcate of (yccupanq Mtv of Atlantic 6=4 — Nloriba Department of Nuilbing Inovertion 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 Bldg. Permit No. 7 Group il-MI. Type Construction VI Fire District At-1. b c 1i Owner of Building West Address 57 19th, St. Building Address 57 A J90'. St. Locality No. Atlantic Beach By: Don C.Ford Date: S- 7 C/1 Building Officio POST IN A CONSPICUOUS PLACE ji� PSR-3844 8963 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION LOCATION INFORMATION Ferro. t Number '. �0s13 A,icli:ess— 57 NINTEENTY1 STREET Fe irtit jvpe , UT I L I T I ATLTl.NTT,` BEACH , LEGAL DESCRIPTION Conftr . Tvpe ' N/P, rl I ock : c til ri Y 1.'(�F-Dsed e ; SIN�7il..F FAMiL-y Townshi Dwe i n q s 0 Code: 0 v i s i on : F E t a tpd Value * 11riprov . l-"Ost so . 00 5 t,fl , r) 77 ---------- % ,Z XATi ON APPLICATiN FEE: jil AN l'!11,1� F EENT I T 'TREFT FEE I'd ss ENTH WAS I M P A C'T E CH , FLORT; FKE TAP H , R R; DO,N GAS RADON CAB 5% T%k'&O-VY "jNFORMAT T !N frl APUNL Add rSEWER T AR,p CROSS CONNE"TT Li e SF.." H IMPACT FEL,, c "TE SURCHARGE N-3 T A'IrT NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: jd44 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION LOCATION INFORMATION . 1-mit Number ., 757? ldres s : 5*7 NINETEENTH STREET Permit T,,tpe, BUILDING ATLANTICEEA 'H PE 'H FLORIDA 3223 � 35"!� of Work , NEW - -------- LEGAL DESCRIPTION ------- lcmstr . Type , FRAME -,t ' 5 Block , Section: Use ! SINGLE FAMILY Township : RNG* l I ims : i Code: 0 NORTH ATLANTT.,- BEACH timate-3 Value- $90205 0t, I mp v C.V, f-, - - Cr Tqtal F, S2$ ' 1 ?%rn r4im t P a a to -LE FAMII ',' RESir,�ENCE PER PLANS I vt4 S I Nll:, - HS F 1487 F T I ON ---- APPLICATION FEES Me 0 AY WEST PERMIT COUPT WATER IPA"T FEE �1$490 - OC` B%-,4 F 3 2 2 PEE SI-250-,00,"' -Al L S ERijKP4CT,, V 6 P 185 0 0 , *ift W J10i E ft,',xA, i,-T�A 'j F� 9 Fa RADON GAS-H .R. S . $1 . 27t/ C i*OQRMATI -N RADON G'S5% 15,0 14 Nam oz- E- EY it1LDERS CAPITAL IMPROVE . $325 ,06 SEWER TAP $0 . 00 ATLANTIS A+'H , FL --i 2 2, HYDRAULIC SHARE $0 .00 cans ...- Cro ,1025 r.. Tvr"e j CROSS CONNECTION $�O . 3. 3EC.H IMPACT FEE X0 .00 CON OTHER NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BE FORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: Tota1TR94PqI*vment $.14 �,� 1 � ,(��••1• ',11.•;,•1'!y. tij 0I s CITY 01' ATLANTIC BEACII APPLICATION. FOR PLUMBING PERMIT ! .A; I 'JOB LOCATIONrr':�•1:'� ;.:'• *.;- lX! PLUMI3ING CONZATOR RC G�t�/�llO/� '3�.'�•►� NUMBERS ;•„ ,.3�•I ((jj OWNER : BUILDING CONTRACTOR ' TY *PE OF BUILDING <71 ,. � ' :�I�.,"113�,, I; .,��i.(,• /SINKS S11OWERS LAVATORY •::`:J !!',1: ' / 14ATER HEATERS ' � ,1 •!•':'_�'• � TUBS DISIIWASIJERS . URINALS .'• �:�i'' •i•µ1: •';;��:•...: .•,•'�. •� DISPOSALS ' �� ` • • CLOSET'S ASHING MACIIINEa(•:,� I'LOOK DRAINS OTHERv, •'i TOTAL FIXTUit�;!ECOUNT '�•�,! I Nt INSTALLATION OF PLUMBINGMUST',.; '� • � •,S,�H,1�'1'31 ,•1"; i,'f(',',►.;;. N : AND FUTURES BR IN ACCORDANCE WITIi MOST RE :,I,,, ,',�' j,.�; • :,;I1.t. . , RECENT-EDITION OF THE SOUTHERN .STANDARD PL UMB ING CODE. •`,1 1' :?}+�,•.ill' •• ' 3' T• If. . PSR-3844 7607 DEPARTMENT OF BUILDING — CITY OF ATLANTIC BEACH FERMIT INFORMATION - ---- --- LOCATION INFORMATION -ri-r,At Nianbf-,,r - '1607 Address : 57 NINETEENTH STREET 2 ,. IP v T.,e - PLUMBIN,3. ATLANTIC BEAf-.H , FLORIDA 3221---, <, f, Woj�k , 'NIEW LEGAL DESCRIPTION W' CL! --------- - - -c+ - -tn: -1 Ble n:�-ti Tvpe ,� .L, F F.AM F r)s. T r FAMILY Towr,.sh_iP ,, RNG* 5in Co0 ibdivision- -Fir $,7 A ez 4AI- IN " Thl NEW T c�ltj� "'.'LF FAMILY RESIDENCE IWEQ], TION --- - APPLICATION FEES FERMI T S 6 4 r)0 M"I" L-tN TH STREET WATER 1MPkT FEE 10 00 ii5-F FLrIRIE3a SEWE9""J44,PA(-T FEE a 010 .O0 7' EA del TAF RArON r-AS-H ,R . - . 0 C*T$AC, ,Qrk 1"Wr RADON GAS .50 . 0C, TA ",Yr ':APITAL IMPROVE , SEWER TAP' HYDRAULIC SHARE SO .00 CROSS CONNECTION SEC. H IMPACT FEE NOTES: NOTICE —ALLCONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." I ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ` ANTIC BEACH BUILDING DEPARTMENT 8perator: CRYSTAL Date: 12/02/93 00 Receipt: 0014105 Total Payment $64.00 PSR-3844 7985 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ___.__ ; PERMIT INFORMATION ----- -------- LOCATION INFORMATION --------- f,ermi Number : 7985 :address : 57 NINETEENTH STREET Permit Tyne : MECHANICAL ATLANTIC BEACH , FLORIDA 32233 "lass of Work : NEW --------- LEGAL DESCRIPTION ---------- Cons r . Type; WOOD FRAME Lot : Block : Section: Propsed Use : SINGLE FAMILY Township : RNG : 0 Dwelllotal ngs : 1 Code: 0 Subdivision: Estimted Value : $0 . 00 Imrov. Cost : 50 .00 Fps : $25 . 00 cap; 525 . 00 ----- --- - OWNER' INFORMATION -------- ---- APPLICATION FEES ----- Na te: ',PEa3 WEE: T PERMIT $25 .00 Addre s : 57 NINETEENTH STREET WATER IMPACT FEE $0 . 00 ;T11-1ANTIC .,BEACH , FLORIDA SEWER IMPACT FEE $0 . 01; Ph4e ( 9'14 364-3417 WATER METER/TAP $0 . 00 RADON GAS-H.R . S . $0 . 00 -----�-= CONTRACTOR INFORMATION ----- RADON CAB 5% $0 . 00 Nae: EARTHt'ORE INDUSTRIES, INC' CAPITAL IMPROVE . 50100 Addre s : 8917 WESTERN WAY SUITE 120 SEWER TAP 50 . 00 JACKSONVILLE . FL 32255 HYDRAULIC SHARE $0 .00 cenSe :`` FP-59/IP5420 Tvre . 3 CROSS CONNECTION $0 . 00 SEr .H IMPk*L�T FEE 80 . r CONST. SURCHARGE NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT I'll,ri-Acwt 1#1114 I A ii 6'..;''Ai Eti w lx trt By: PSR-3844 7917 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION ------ -------- LOCATION INFORMATION --------- Permit Number : 7917 Address : 57 NINETEENTH STREET Permit Type : MECHANICAL ATLANTIC BEACH , FLORIDA 32233 Class of Work: NEW ---------- LEGAL DESCRIPTION ---------- Constr . Type : WOOD FRAME Lot : Block: Section: Proposed Use: SINGLE FAMILY Township: RNG: 0 Dwellings : 1 Code: 0 Subdivision: Estimated Value: $0 . 00 Improv . Cost : $0 . 00 Total Fees : $47 . 00 Amount Paid : $47 . 00 << _. .. . ---------- OWNER INFORMATION -------- ---- APPLICATION FEES ----- Name : PELKEY PERMIT $47 . 00 Address : 57 NINETEENTH STREET WATER IMPACT FEE $0 . 00 0., { ,) * I} W. h`E,E $0 . 00 PhWATER METEX/TAY $0 . 00 RF, ' AS-H .R. S . $0 . 00 s_;`ToiI TNFORMATION RAL)N AL „F• " nvt ids_: tMt'It`„"1 yti .00 hddress : 10947 BEACH BLVD . SEWER TAP $0 . 00 JAX. FL. 00 CROSS CONNECTION $0 .00 NOTES: CY-`) / r� NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCRiA4 R VIOLATION OF APPLICABLE PROVISIONS OF LAW. FEB 2 21994 ATLANTIC BEACH BUILDING DEPARTMENT City of Atlantic E By: JOB COPY PSR-3844 17 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION LOCATION INFORMATION --------- ermi , Number '. 7917 " ddress , 57 NINETEENTH STREET Per Fit Typ-7 - MECHANICAL ATLANTIt" BERi-H FLORIDA 322-3-41 of Work ., NEW ---------- LEGAL DESCRIPTION -------- -on - ll':�t L- rE - r � Type , W,'-)0 Ll FRAME A M E Elock : section: Frori )sed Use ' SIN07LE FAMI-ii Township : RN G 0 DwellLng-r , 1 Cole ' ubd i v is i on, E,s t i aq I teed T r o t a I Fe*., "'47 00 l,',NFQRMATION APPLICATION FEES PERMIT 4 ! -_NTH STREET WATER",IMPACT_,'FEE FEE ER METER/TAP S6 . 0"! RADON GAS-H .R. S . 50 . 00 �_ �-� - � CONTRACTOR t-NFORMATION R It D ,llf -CI r ATP WN41T' r4 n T f"A r TlkArTl^ll" 00 SEWER TAP 50 .,00 H ID ,AUL IC SHARE $o-00 MTT V SS CONNECTI'-�N .H".. PACT FIEE, N% NST . ;URCHARVE NOTES: NOTICE —ALL CONCE FOR AND FO I IS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MON T S f TER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.99 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 000000000 000000000 $47.00 14 BEACH BUILDING DEPARTMENT Date: .2/22/94 01 Rept: 0032098 CHECKS 8870 PSR-3844 7 S' 3 7 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH 'PERMIT INFORMATION LOCATION INFORMATION P-rmit Number , 7937 Ikddress * 57 NINETEENTH STREET Ferrrdy Type : MECHANIC'AL ATLANTIC BEA,--'H , FLORIDA M33 'Ias�s of Work: NEW ---- -- LEGAL DESCRIPTION --------- -onstr . Type* WOOD FRAME Block . Section: Frop _--dT T,v US,� : �7�TN13LE FAY Township : RN(7,, L�Iel I zvgs : I Code : Q m it ed Value : irr, rov Cost : l Fees ! A P,ffA li TT P*1TRP,L TIVAT r'.NE -,!R 1N NEW RESSIDEN-F , ATION --- APPLICATION FEES j Na "A PERMIT $47 � Avc-'I kQ `4( WATER !MPT-o"T FEE -NTH STREE" F L C,F IT' SEW P R1�4 PA,,; ,, T,'`FEE AT, AP 0. `_ RADCN GAS-H.R , S. so 00 'r'!\,T- INFORMA RADON CAB 5% .50 . 00 CAPITAL IMPROVE . 50 . 00 SEWER.- TAP $0 . 00 HYDRAULIC SHARE 50 . 00 CROSS i-70NNECTION SES" ..H IMPACT F17"T NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT 000000000 000000000 $47.00 14 Date; 2/25/94 01 Rept: 0033422 CFECKS 6683 By: