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Permits 131 S Oceanwalk Dr (vault) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 r•"�,r,J 1 a��/ Application Number . . . . . 04-00028330 Date 5/20/04 Property Address . . . . . . 131 OCEANWALK DR CLBHS Tenant nbr, name . . . . . . 200AMP, 1PH, 3W, 240VOLT, 2"R Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ OCEANWALK ASSOCIATION INC ADVANCED WIRING SERVICES INC. 131 OCEANWALK DRIVE P.O. BOX 350177 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32235 (904) 270-2200 (904) 744-4446 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 '. 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 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. C � BU DING OFFICIAL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: 520 p Property Address: nLcA^ wcm_ nuy-el t j t4-s Owner: ©cect, V, Telephone #: Contractor: 6aww,.ce4 w�r�..� SerVtceS Telephone#: 7gt4-q(4 y f, Contractor Address: (o9 Ltd L_;oA, (,?—o4d Fax#: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: if other construction is ❑ New O Residence ❑ Temp. ❑ New being done on this building Old ❑ Commercial ElSi s ❑ Increase or site,list the building � Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS -100 PH W 3 VOLT 2-43 WAY 2 Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 10 AMPS 31 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V VER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous Re106c.'(r- P001 LJ a ka (ru�.s�a�rr.�Rs 2� 800 Seminole Road-Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us CITY OFATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 u) SUNCOM: 852-5800 http://ci.atlantic-beach.fl.us 7 " U Date,- --s-til o-z--------- ---cl) ------------ O/l_Lai ? ---- << _t ---------------------- Ago l3( C)cc*1 ue 4t�—, �� v 0';3172002 07:32 FAX 9048271892 Leeman Technologies 0 002 p � f City ()t City of Atlantic Beach- 800 Se+,ajm.,?t�Road �►Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 •FAX (904)247-5805 •btcp://wwwlci.atlantic-beach.tl.us PERMIT APPL,It;:MION FOR ROOFING )(JOB LOCATI(YN ?/' z2m _1Sb XA — - OWNER 01;I't�OPER3"Y (�: itJG� PHONE# � 7D � v CONTRAC'ro,;Iit Or ADDiLRSS CONTRAC'i ZIP CONTRACTORS LICE SE NO. e&'0j4Vs-s" _ _ PHONE#-2 7 je,1 �' SCOPE of wuRx `� °� �o,rl �-�� �. n ,� �,� �n .DECK SLOPE� ,_. GREATER THAN 2 : I' ...._____ I FSS THAN 7 : 12 ACTUA?. VALUATION OF WORD; S_.__----._���� PRODUCT NA?vfE &'MATERIAL TO BE USER ASTM DESIGNATIONS) REQUIRED iNSPEMO'NS �,:I; :,��'i HING FINAL s ' NOLIBILITY LqSliRANCE POL ? ' WORKERS ..W.Pf.1_,Ir,Y YES �NO CONTRACTOR LICENSE SUPPLIED _v YES NO OCCUPATIONAL LICENSE SUPPL L YES . NO SIGNATURE OF O SIGNATUR. OF CONTRACTOR -Vil __........ ----- SWORN TO& SUBSCRIBED BEFORE M-E 7,M,V- 4-_/►Y ')F y 200 Z ORY Pyr Gayle M.Clark ?' *_ MY COMMISSION# CC901059 EXPIRES TO 3anuary 10,2004 AS 1 O OWNER ; 86NDFD THRU TROY FAIN INSURANINOTARY PUBLIC 1 -� AS TO CONTRACTOR pa?T Y PUBLIC ),1q4;;6 =7 Mg � __ v V__ m11.2008 EXPIR �� a Boom ylo >�evlos a �.p(xi,3,NpTAAY FL NCt•N Aug 08 02 03: 18p Armstrong Construction 9042410778 p. 1 P. 1 CM OF AT[I11MC EUCB 800 SEMINOLE ROM e� ,> ATLA?MC BEACH,FLORIDA 92233.5445 TELEPHONE:(904)247-3500 FAX:(9f 247.SM : SUNtCOK.852-5800 - hnp:/kE.aYanticbc�ch.11m fG�i TirG��yyLrz�G�.�i faavN&__'-ct'" I?D�!_ �.�Z+�?•�--- ���=d�t ---------------------- co to W eS reev Q e i C e �'CC'1�C. t"ldrt'� � d 1"6 a. rE.tt i l r Aug 08 02 03: 18p Armstrong Construction 9042410778 p• 2 _ p.2 011-311200! 071.32 FAS 9648271892 Leegaa T*C=01081619 dJ002 Ciry of Adamic Bach•$00 Se-j-'r. o.-Road•Atiaoflc Baal,Fla W)2233.544S Pboac:(404)247-SODO•FAX(904)2AII-6905•beep!/www/ri.stl�l c beach fl.ns PRR,MTI'APPS` CAxlON FOIR ROOFM X JOB LOCATION_._ _c � I_%'b'.y� i��,�,C�_j)�!�� �r OWNf'iROF PitOPPm—'r AV,s•�..,• '`7(!��..L.�,.......�...PNUtifEO +�i`�f/� �•%G-l7<c CONIRACME ADDRE-8a --f 611/S�,,,dtl�I� ✓A CONTBACT(M LMW4,%bNO. c"&14Wr V PHONE#2v 3COPS OF 0 n"1 .DECK SLO OREATER THM 2-.17.._._... t SIR Tl;W?,►2 ......._.,ACTVAL YALUATVIT OF ofM S.._..,.�_r. ._..._w__..�..___.,.....__......_............. _...� PRODUCT NA'.+,R MArMAL Ae. ,a�,! TO BE UMC _-.. ASTM DF-3MA'C1014(S) REt�iTSREt)12i5PSGTh71�5 _,,r�„�,,,,,:i; fi:HII,tG - _ FIAfAL i L==muvAI4CL WORMS Lt 40,PO'.iCY°•UMPS1VID ,� YF.S NO CONTRACTOR 14CENSE SUPPI.OED YES NO OCCUPATIONAL LIMSE SML= YES—NO SIGN.ATUR$(W O SWMATURS OF CONTRACTOR — Sa►Q><NTOASi7B RFIiLDM-WREk�• :'wS r -Mety-0-9 2002— f�;?Nrer aao�noels �(ASTOOWN0tN�0�1�1Np1'"fa ]o+wrrmL' '"""*MTARYPVRUC "'h ASTOC'ONTRACTOR -' T YPUMC wtoaewK��ti moa +rte�,.•er+�ww� ` z) Q CITY O 4&AA ��� �� //l3 //F 4^1����, eQcA-&V!� Office of Building Official REQUEST FOR INSPECTION Date q Permit No, ! Time A.M. Received PM. d Job Address � Locality `.- Owner's 4. Q II YL Contractor QaBUILNG CONCRETE ELECTRICAL PLUMBING MECHANICAL Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs, Friday P.M. Inspection Made `N A.M. PM_ Inspector Final Inspection ❑ 7 Certificate of Occupancy E5i'' L Date 1 1 oa)R-n oil'-- ly--- 5' MIN. RETURN gao{r. 10673 Pane. 1938 PHONE NOTICE OF COMMENCEMENT. (PREPARE IN DUPLICATE) Permit No. Tax Folio No Stale of County of VA-37 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 OF COMMENCEMENT. j 1 Legal description of property being improved: j1 - C3(� t 15 1 Address of property being improved: �w� , t'" �T L /Ue- C� c.CO rJ. w Al n General description of improvements: �� t� ��t k-� W c^r U 5 ItA' 6? Owner Y, ce l ra. I GCS :. Address Owner's interest in site of the improvement Fee Simple Titleholder (if other than owner Name Address Contractor 00z2 ;/r s i► Address _ (tg I Phone No. �� % cl C( Fax No. Surety (if any) Address Amount of bond $ Phone No. Fax No. Name and address of any person making a loan for the construction of the Imprpvements. 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: moo. all, Address Phone No. Fax No. 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 Phone No. Fax No. Expiration date of Notice of Commencement (the expiration date is one (1) year from the dale of recording unless a different date is specified): " THIS SPACE FOR RECORDER'S USE ONLY Sig a„ Ll G .2�� Date: ` . oc 00 5767 Before me this day of In the 001.2 0 . 06'u Ccr&ty of Duval, Slate of Florida, has personally appeared Page: 1938 Filed 8 Recorded 09/20/20022 . 09:47:38 AM �'C1 T15 S i9ti11 r`�25, o/ . JIM FULLER CLERK CIRCUIT COURT Notary Public at Large, State.of Florida, County of Duval DUVAL COUNTY TRUST FUND S 1.00 My commission.expires: COPY`FEE f 1.00 Personal) Known � or RECORDING $ 5.00 y Produc d Identification „ MMISSIO 19NG r MY COMMISSION#DO 095090 EXPIRES:March 31,2006 'f Pr,n BMW rnV,"fy FWCUndefw*ws PREPARED 5/16/03, 8:22:06 INSPECTION TICKET PAGE 17 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 5/16/03 ------------------------------------------------------------------------------------------------ ADDRESS 131 S OCEANWALK DR SUBDIV: t� TENANT, NBR: REPLACE DEF.METER CAN CONTRACTOR ADVANCED WIRING SERVICES INC. PHONE (904) 744-4446 - OWNER OCEANWALK POOL PHONE h �� PARCEL APDL NUMBER: 03-00026069 ELECTRIC ONLY --------------------------------------------------------------------------------------4 «---- PERAIT: ELIC 00 ELECTRICAL PERMIT REQUESTED INSP /DRSCIPTION TYP/SQ COMPLETED RESULT TS/COMMENTS -------------------------------- ---------------------•------------------------------------- 23 01 5/1 /03 LJH NAL TIME: 17:00 _ PM 744-4446 -------------------------------------- COMMENTS AND NOTES -------------------------------------- time A.M. ---- 7 Received PM. Job Address Locality Owner's n �� Name �� 1+1lL7 )YdC/(-- Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ / Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. A.M. Thurs. Friday PM, Inspection Made f d' 02 A.M. P.M. Inspector_ Final Inspection i� Certificate of Occupancy❑ Date J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 41) ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Jai Application Number . . . . . 03-00026069 Date 5/14/03 Property Address . . . . . . 131 S OCEANWALK DR Tenant nbr, name . . . . . . REPLACE DEF.METER CAN Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ OCEANWALK POOL ADVANCED WIRING SERVICES INC. P.O.BOX 331188 P.O. BOX 350177 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32235 (904) 744-4446 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 11/14/03 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 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. BUILDING OFFICIAL -1 >AT117ux sIzE I swrrCH tFLASBERS1 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.cLatiantic-beach.fl.us RP�I4�nin7m� CMOF Office Of SuEding Official Permit No. Time A.M; Recei ved PM Job Address Locality G Owner's Name BUILDING CONCRETE „) ELECTRICAL PLUMBING MECHANICAL Framing Footinn Rough Wiring Rough Air Cond. & Re Roofing Slab Temp Pole Top Out Heating Insulation Lintel r Final Sewer Fire Place Ci Pre Fab REPWed, NSPECTION A.M) Mon. Tues l-hurs Friday A.M. Inspection Made _ `_ ( __-. RM sp,ctor p�`a_ - Fina! Inspection Ceilihcate of Occupancy �� Drd, t 17 4:n DEPARTMENT Of SUILDING � CITY OF ATLANTIC BEACH n � { PtRMI �i F O AT � _ . �� ------- - C, T I> )�4RMAT IC fi N b r;: 1,37,5' Address P 31 C� EAN�iALK :t►RIVz sbUTR t ii tivTs .SCS -- Ji'I�LAIC REACH r '.LQRII3A 233 d .Work; ALTER " TTON DESCR I PT 1� acs d t ;:'RIR4LE FA ILY Section Rn�e { Dw t I i.�s s Q ubdivis"ion.OCE�.1�I�TALtC ti Et t valu 00, prc �r: Ccs i3 . 0' ll Totas1 8 -00 mount w e, .mAPLICATXQN FEES -. I CIS " HE .A«IECCIATIC PERMIT d , I � ETH E A C AOP3ATI31�i A yds: 11+6 Q o I, PARIK, .DRIVE EAST G i Soo " fi E'LORIISA 32258 ., Epp,: 1 "; nrsunmw.,l. k w...i, -•s. e,tiwsw.o ws ,wara., ,.,^n,rr „ ,s - i r i r` N0TIC,0 A►LL CONCRETE Fi R#IAl3 AND FOOTINGS MUST. EE IWI ECTE 'BE FORE'POUf111#4 PERMIT VOID SIX MONTHS AFTER DATE dF 4$, BtILC##NG MATED#,4L,AUSSiSH AN0,01B.84ii FRG1M T!=[!5 WORK MUST NOT BE i #. 1Ct71N PU3L:IC 5 ' sE,AND MST 8E LEA Uf?AND HAUL,0AWAY$Y THEA CONTRACTOR OR OWNER- OLURE`170 COMP UEi7 ACCORDING TO APFRiEt ,PIAAIS WHICH ARE PART OF THIS PERMIT ANO SUI3.IECT TO' IEVOtA F! j I: TION OF AOPt.ICABLE PFQVISI£ IVS OF LAW. -0... s .. AITI `IEAHuILEP TMEn#T3"ic"i19 L . YCs. ...ai,., - ., ,>... 1. 'ai"";s'..�ism _.« ,,._.... .r.. ..a. ... e' �.,. ..a.. h.alx.. ..M' ... ...v.-. , -,. ._ n'k✓�i s . RECEIVED CITY OF ATLANTIC BEACH APPLICATION FOR SIGN PERMIT APR 14 1997 City of Atlantic Beach NAME: CV6ye'L_ W CLW—j w_ Building and Zoning ADDRESS:_��bZy (�OW U,C, f PHONE: Od "�I717 TYPE OF SIGN:J A ut -- /SIZE: PROPOSED LOCATION: nCC_A)kj W& Sufk0(9t , `` Qje^ AVOLRML� EWS7 1;L5) WILL THE SIGN REQUIRE AN ELECTRICAL PERMIT? 6 WAL Sv6PUX4 3l. - ELECTRICAL CONTRACTOR: N/* Signs over fifty (50) feet in area, and/or any sign which is more than seventeen (17) feet above the ground, or any sign weighing more than one thousand (1,000) pounds, must be submitted with drawings from a registered engineer. Signs with a solid area greater than thirty (30) square feet must be erected to withstand a wind pressure of at least thirty-five (35) pounds per square foot. Drawings s must also show that weight of sign will be supported by the roof or ground support on which it will be erected. This application must be submitted along with the following: 2 1. A plot plan of the land, showing the position of the sign in relation to buildings or structures. 2. A blueprint or ink drawing showing the plans and specif- ications, and the construction and/or attachment to the building or in the ground. 3. Other information as may be required under Sec. 17-2(b) , Code of Ordinances, City of Atlantic Beach. APPLICANT SIGNATURE: Date: 4-.047 OWNER SIGNATURE: Date: 00 �: J 04/14/97 11:34 FAX 1 904 886 9366 Carl Wilber & Co zol SIGNAGE CARL WILBEk& CO. Creative Manufacturing of Custom Interior and Exterior Signage Systems DIVLSION Fax Transmittal To: ()A--T R&prgA s rz 1"A eW4*. date: 4-m-47 Re:_QcGA• j WAjj St4.N From: (Aj&,A* 040" Comments:__, vsyl,de to ft A .;1 p¢> - alL 0%4L 4.0 It-Art a8)T*L& A"mr-'t' rs 3a ric"goix o 'CINE sw-Azn.n.E ' tw tt►e rewa 'f1� � �`7�itTi► Lop (sow,GawL� t_.ge - S '�vt- uswg 3caGu �car+.e t++a��c� �►�-cvaa) "ilb V910604 IVA LjM es 1%W Total Pages (including cover): RECEIVE APR 14 1991 City of ,atlantic Beach Building and Zoning 11620 Columbia Pk. Dr. East Jacksonville, Florida 32258 Office (904) 886-4777 Fax. (904) 886-9366 04/14/97 11:34 FAX 1 904 886 9366 Carl Wilber & Co RDIVISION NAGE CARL WILBE CO. Creative Manufacturing of Custom interior and Exterior Signage Systems r i I t j a O QQ RECEIVE 11620 Columbia Pk. Dr. East Jagsonvilie, Florida 3.224PR 14 1991 Office (904) 886-4777 Fax,'(904) 886-9366City of ,Atlantic Beach Building and Zoning 04/14/97 11:34 FAX 1 904 886 9366 Carl Wilber & Co 1&2 s�GNAGE CARL WILBERV GQ. Creative Manufacturing of Custom Interior �'• 1 i• iand Exterior Signage Systems DIVISION / `1, K GMIU LIN 1-`- \vl'l. A 6dPI5 o . Ftt.6•�p ��✓l'2�ov P5I cr�NG. 'SIAM F+AGE �rC�r..Lo Q Ll i uM ZZAT i6ma�o Q ?�'�I ccr�. y✓1 r2.� 51� C.��T.� I VX, d;940CIL fid_ '! •d. . . -a a!4 E'/VEL) r T"Tr1II((CAL APR 14 1997 city 11620 Columbia Pk. Dr. East Jacksonville, Florida 3225tu of Atlantic Bea SBch -. Office (904) 886-1' Fax. (904) 886-9366 of and Zoning CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 20_ 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 CONTRACTOR: A dy"C e-d // ,r i 4 j S>r V;C e S MASTER ELECTRICIANS SIGNATURE: OWNER OF PROPERTY: DCQU-O tk)aj JOB ADDRESS: I I Q CQ OL 1)L,�)(2 _t)� �r s RES.( ) APT.( COMM.( ) ,PUBLIC( ) INDUS.( ) NEW( ) OLD . REW.( ) _ ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NEW INCREASE REPAIR ) CONDUCTOR SIZE AMPS: COPPE ALUM. FEES SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS I 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H P.RATING H.P.RATING CELL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS I-le �t k'C4?IJt hG7Gl GH•• est t e4,'f' ^ i57:1 !Service . UNDER 600V OVER 600V TRANSFORMERS: NO. I KVA NO. I KVA NO.NEON TRANSF. NO I VA I MA I MOTOR SIZE I SWITCH FLASHERS EACH SIGN 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.cLadantic-beach.fl.us RP iwAn1n7iO3 CITY OF ATLANTIC BEACH BUILDING AND ZONING 800 SEMINOLE ROAD ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 904-247-5826 Application Number . . . . . 02-00024779 Date 9/11/02 Property Address . . _ . . . 131 OCEANWALK DR Application description Property Zoning : v U D Application valu n B �� ' 0,0 . �f Owner � CoB 'racor ' --------- OCEANWALK ?CIA Al O.F NG kC ,, 131 OCE A�VDRI SAN PAPLO #1011 ATLANT BEAD ,- 32233 JACKSON Ik)[LE FL 32224 (904) ,.7�"-- 0 (904) 249 ' 91 ------ St ticEur pn RE_ JBHOUSE USING SIIAES ----- -------- - - --- ------ - ------------ Pe t "SING PERMIT' Add tibnal Pertie k � � Plan Check Foe f° 55 .00 Issae Dat . Valuation A 8500 � Fed s€ rr^ and Paid, Credited De Petn �e Tc 1 w.. - 1 €}.O Q -- 0 .00 PlCkaeTaal `55 005 aE 0 � 00 Gr 'TOTa1 165 . 00 165 . 00 0,. . 00 s S4 . a n { 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. ti vow 1NI p ft : r City of Atlantic Beach• 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 •FAX (904)247-5805 •http://www/ei.atlantic-beach.fl.us PERMIT APPLICATION FOR ROOFING r I Oct-0-mu c fit,- D►�_ , JOB LOCATION OCULf OWNER OF PROPERTY_0t , ,i�; f" i -. q-mr -PHONE CONTRACTOR �? J200 A1,11 } CONTRACTOR ADDRESS 1� O5 S ell IfsK 666, 0 d-oe c, ZIP CONTRACTORS LICENSE NO. LGC v 7 ��L� PHONE # q moi- %y SCOPE OF WORK i& e00F C'4i A U S L,:, 1­060( 5 NAh&� DECK SLOPE GREATER THAN 2 : 12 LESS THAN 2 : 12 ACTUAL VALUATION OF WORK $ 61 C) U PRODUCT NAME &MATERIAL TO BE USED _ E' LCCASTM DESIGNATIQN(S) a a�c1$ REQUIRED INSPECTIONS SHEATHINGOF L113 LITY INSURANCE POLICY SUPPLIED YES NO CITY BUILD NG OFF B EACH WORKERS COMP.POLICY SUPPLIED YES NO SEP 0 2002 CONTRACTOR LICENSE SUPPLIED YES NO By. OCCUPATIONAL LICENSE SUPPLIED YES NO SIGNATURE OF OWNER SIGNATURE OF CONTRACTOR SWORN TO& SUBSCRIBED BEFO ME THIS-sem DAY OF 20V AS TO OWNER NOTARY PUBLIC -.4 MY MMI ION M DD 095080 JENNIFER SCHLUETER ` - :March 31,2W6 '{ Baaed 7Mu Notary PubNc Underwriters A 1 1 E PIRt� ay 7, 121301 NO Y�C 0` EXPIRES:May 27,2006 M �3 % AFydFBondedrnruNotaryPublicUnderwrHere ��(�Lr•`ll�� , ,�A-n (, r� /Ao P � L-�4 CITY OF ATLANTIC BEACH PERMIT . CALCULATION SHEET Address 1 -3 Date q • Heated Square Footage @ $L__�_�[�._l� per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @$ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ (�C dry Lel f� tS U Q Total Valuation 1st $ t C,0C, 7:5 $ , Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ 5 5 . + 1/2 Filing Fee $ ( ) Fireplaces @ . $15. 00 $. c> BUILDING PERMIT FEE $ 3 2 Lk WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ `p CAPITAL IMPROVEMENT. $ SEWER TAP $ ( ) RADON (HRS) . 0050. $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ I ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : 601A 1 oil Cil ty of Aflanlli(-, Beach €a23�-544Zoning City of Atlantic Beach• 800 Seminole Road •Atlantic Beach, Flori a 5 Phone: (904)247-5800 •FAX(904)247-5805 •http://www/ci.atlantic-beach.fl.us PERMIT APPLICATION FOR ROOFING JOB LOCATION_ (,. 6AV, 131 OWNER OF PROPERTY o!� W:P tt- ,HONE# CONTRACTORrl & � CONTRACTOR ADDRESS S S C rr TetC ZIP l CONTRACTORS LICENSE NO. CC-C OS7 /3 "? O # Mics SCOPE OF WORK DECK SLOPE_ GREAT THAN 2 : 12 LESS T 2 : 12 UAL VALUATION OF WORK S U PRODUCT NAME& LIE�TO BE USEDTM DESIGLL\LL NAT (S) REQUIRED INSPECTIO S THIN FINAL LIBILITY INSURANCE POLIC PLIED NO WORKERS COMP.POLICY SUPPLIED YES NO CONTRACTOR LICENSE SUPPLIED YES OCCUPATIONAL LICENSE SUPPLD NO SIGNATURE OF OWNE 1 SIGNATURE OF CONTRACTOR SWORN TO&SUBSCRIBED BEFORE ME THIS z . Y OF 20 DL tiPs'' Gayle M.Clark u �f�3-10��J� y MYCOMMISSION# CC901059 EXPIRES Z U %q) 7HRU UO 10,941ARY PUBLIC AS TO OWNER ��""'�`� BONDED THRU TRO�fA1N Donna S Elons AS TO CONTRACTOR E °f1t 2°DP�}C� ARY PUBLIC CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FI 32233- Tel. (904) 247-5826 ROOFING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24644 Address: 131 OCEANWALK DRIVE Permit Type: RE-ROOF ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: OTHER Lot(s): Block: Section: Square Feet: Subdivision: OCEANWALK Est. Value: Parcel Number: Improv. Cost: 5,800.00 OWNER INFORMATION Date Issued: 8/15/2002 Name: OCEANWALK ASSOCIATION Total Fees: 120.00 108 OCEAN FOREST DRIVE WEST Amount Paid: 120.00 NTIC BEACH, FLORIDA 32233 Date Paid: 8/15/2002 P 0 -0000 Work Desc: RERO IF C CONTRACT A L1 N FEES SHEFFIELD, CARL DOU S y , . 120.00 . A k 1.• v � ,x V NOTICE - INS,, CTIONS �T BE REQUESTED f � 0, SPECTION BUILDING MATERIAL, RU SH AND OM THIS WOF � JBLIC SPACE,AND MUST BE CLEARED UP AND U BY "FAILURE TO COMPLY WITHR LI *Aid ULT IN THE PROPERTY OWNER PAYING TWIC ILS NTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. TY OF AT LA TIC B CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address �12) ` Date Heated Square Footage @ $ per sq ft = $ Garage/Shed per sq ft = $ Carport/Porch @ $ per sq ft = S Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation 1st $ 1,, 1300 , p� W.cb $ 7� Remaining Value . per thousand or portion thereof TOTAL BUILDING FEE S + 1/2 Filing Fee $ �0• ( ) Fireplaces @ $15 . 00 $. BUILDING PERMIT FEE WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT. $ SEWER TAP $ ( ) RADON (HRS) . 0050. $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ E/CJ GRAND TOTAL DUE $ 1201 ADDITIONAL PERMITS OR FEES : Mechanical .Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: ss., ''.Yaws „•* °' # .+b 08/14/02 08:18 '0503 226 2237 A.P.W.P. 16003/008 FROM PHONE NO. : 9312449 Qct. 04 2001 07:41AM 1301 1"7 4NIRORM BUILDING COAG STANOARD Islas go UNIFORM BUILDING CODE STANDARD 15.3 (�- a—t..) - �__. WOOD SHAKES Based on Grading and Packing Rules for ped Coder Snakes of the �`-- Cedar Shake and Shingle bureau,1975 See Sections 1501.1,1502,1507.2 and 1507.12,Uniform JtWiding Cade Passat 1--Wood Shakes(Nonpreservaki re Traded) GRAIN is the,dinclion,size,arrangement,appearance or gttal- ky of the Sers in wood.T_have a specific meaning,the terns must SB=ON 15.301 —SCOPE be qualified_ Cross Grain is a coordition that should not be confessed with Vftd shakes regulated under this part shall be o rowed du- the terms"flat grain"or"trdgc grain;'and that might better bC rab ee lad shall be nwriubetured and graded Mo.I t, *s br termed"doss fiber,•since it is a deviation of the wood fibers Na-I-Sr'it tepee sawn shakes in scoordance with this standard,and from the we parallel of the fv=of the taper-sawn shake.It is a their vat sbail be governed by the prorrislons of Chapter 15 of this detract when it sums from tae face of the taper-sawn shake to the code. other within a Iongitudinki distance of 3 incurs(75 mm)or less in that portion measured 51(3 lesha(140 mm),71/3,inoses(140 SECTION 15.302 DEFINITIONS stern)sad 10 inches(255 min)finen the butt on 15•Inch(38q mm).18-inch(45S tam)and 24-inch(610 rum)sbakes.There is 15–VIA Central. For the purposes of ibis part,certain words to be no execsSiVa cross grain in the remainder of the shake. and phrmas an detined as follows: Diagonal Grata it a cout"on where the grain of the wood X FACE b the side of a Shaka or Shingle which is graded does nW rva parallel to the edges of the shake.It is considered s and Contains the least stitpttpt of defrcis as dw4ibed within this defed when the grain diverges or slants 2 inches(50 atm)or staudetd, mom in width in 12 inches(305 Hutt)of length messured tram The butt. BRHAKAGZ is damage caused atter maoufacture and sub. > e Gmia Vertical Grain is wood cut in a pleat a rox- ixquent to packing ima[ely at right angles to the annual rings..A,eoetdition in which $UNDIt.B is t►strait of package comprising suffieienl material of the rings form an angle of 45 degrees or more with the face of `teasame a oaaand length to cover a speeded area at reeom- the per_ inerjed Initt Grain is wood cut in a plant appmWinattly jangantial to BiPIT is the thicker card of the shake_ the annual rings and mean$it condition in which the rings boom BUTT C12AX(SUN C11ECX)is a condition caused by heat as angle of itw than 45 degrees with the face of tht piece. or excessively dty temperature and usually occurs wltile the raw Mixed Grain is the condition in which edge and flat grain ate ' mAtedd is In block farm.It is considered a defect when it extends prawns in tete same piece of wood more than 3/8 inch(4 Sam)upward from the butt of the shake. Torn Grata f Ibrn Fiber)is a fumy or whiskered appearance CID=is any separation of the wood.A check that causes as in the face of the shake,Ugly caused by a dall saw or grain obvious,readily ideniifiable section tbot'ia easily separated during deviations- the eviationsthe grading process shall not be considered defective unless the HEARTWOOD(HEART)is the inner laxer of a woody stem separated sections are Iew than the minimum required width. wholly composed of nonliving cella and vsaally differentiated CVAR UNE is an imaginary line across the width of a shake front the outer enveloping,layer(sapwood)by its darker color. Which marks the"clear zone." KNOT is that portion of a branch or Iamb which bus boa sat- C,LRAR 2bN$is that portion et the shake between the bate rounded by subsequent growth of wood of lite tree, and the"clear arse"involving both the facts and the reverse. KNOT, DST , shall be measured by average facial ' COURSE is a hotimntai layer forming one of a series of layers dimensions. on a roof or wall or in the packed bundle. LINXAL INCRES am the total width of ar.v given number of shakes Whoa laid edge to edge, �' CRIMPS la a breaking down or coil"of wood cells during PLY is the mittimum member of thicknesses.When applied,of drylog,draracierhmd by a caved-in or corragured appearance, shakes or at sty point an the covercti surface.This term is relative DtCAY (ROT) Is the decompotition of wood substance to exposura, caused t►y action of wood-deatroyieg fungi,resulting in softening, 6REVl,?RSIs FACT?retro to the entire reverse side of a shake or Iwo of stmngth sand weigia.and Change of taxture and color, shingle,which would be expected to be installed down- s NDGR is the long aide of a shake. SAPWOOD is wood containing some living calls and forming )l^7CXOSIIRR is the portion which,when applied,is ekposcd to the initial wood layer beneath the bark of the jog,Sapwood may be The weather. lighter it color than heartwood, EXPOSURE L1Al'E is an imaginary line drawn across the SHIM,See"feather tip." shake at the same distrnee above the butt that is equal to the SQUARE PACK is a unit providing sufficlew shakes for the veather exposure. coverage of a givau site when the shakes arc laid at the rtquimd- „ a=RO i7P or shim is is ccradition of manufacture found on owpa►sum to the weather.(See 7ibles 15.3-A and 25.3-B.) rb;e^.a`ips)-f scant 5lsekes where the saw came out of the TI]?is The thinner end of tete shake. piece prematurely,produenrg a thin,flimsy,feathar-like tip that is TIP ZONE refers to that area 22 inches(560 tam)of more froth uacvcn or has corners sawn off_ the butt In 24-inch(510 matt)shatkes,17 inahes(430 mm)or more 08%14/02 08:19. 'x'503 226 2237 A.P.W.P. 1&04/008 FFnI = PHONE NO. : 9312449 Oct. 04 2001 07:42AM P02 .STANDARD 15-3 1997 UNIFORM BUILDING CODE ft in the butt in 18-inch(455 mat)shakes and 14 inches(355 mm) any combination of edge and flat grain.Shakes shall be graded or more from the butt in 15-inch 080 min)shakes. from the split or hest face.Grain dwitcleristics other than ckces- WARPAGE refers to facial curvature(bow).or twist,or both. bluer cross groin are riot considered defects: Curvature shall not Warpage is mss,5umd from a level plain,with the shake convex to exceed 1 !rich (25 man)front a level plan,in the length of the rho highest point at the butt.The shake is held�rntly 4 inches(102 `'hake. mm)down from the lip. WAVES are the washboard-like irregularities:on the face of a SECTION 15.304—SIZE shake. 15.304.1 Length. WORMHOLE is a hole or passage burrowed by a worm or in- 15.304.1.1 No. 1 grade shakes. Nominal*hake lengths shall be sect. 15 inches,18 inches or 24 inches(3$0 rata,4S5 mm or 610 mm), 15.302.2 Shake Types. Shake types shall be tme of the follow- +with a minus tolerance of 1 inch(25 rills)and a plus loleraace of loll types: 2 iticbes (50 mm) fair 18-inch (455 mm) shakes. A variation, L Handsplit-and-resawn have split faces and sawn backs, • including shims or feather tips.of 1 inch(25 mm)from these nom• and are produced by running split wood blanks or boards of proper inal lengths of I8-inch(455 mm)shakes shall be permitted in any thickness diagonally through a bandsaw to produce two tapered bundle.A variation of 2 inches(50 mal)below the nominal length shakes from each blank. shall be permitted in 24-inch(610 mm)shelms;and may oodain, but is not limited to,shims or feather tips within the specified vari- 2. Straight-split are manufactured by splitting Dow only one Moan and shall have a plus tolerance of 3 inches(75 mm).See end of a block of wood, producing ishokm whish rue the same Table 15-3-A.The 15-inch(380 mm)starter-finish course grade thickness throughout. shall permit a tolerance of 1 inch 0 mm)over and under the nom- 3, Taper-sawn Arte tapered pieces sawn both sides. ilial IS-Inch(360 mm)length. 4, Taper-split are split both sides.A natural sayer,from butt to 15.304.1.2 Nu. 2 taper-sawn grade shakes- For No. 2 grade tip,is achieved by reversing the block,and for end,wirh each split. taper-sawn shakes. miltinium lengths of 15-inch, 19-inch and 24-inch(380 mm.45S mm and 610 marl)shakes shall be 14,16 and SECTION 95.303—QUALITY STANDARDS 22 inches(355.405 and 560 rim).respectively. 15.304.1.3 Standard grade shales. I or slandardgrade shakes, 15303.1 No.1 Grade Shake. Shakes shall be 100 percent clear, the minimum length of 18-inch(455 mm)and 24-inch(610 Itis) graded from the split face in the case of handsplit-and-tewwn Shakes shall be 17 inches (430 mm) and 22 inches(560 mitt), shakes and from the beet face in the case of taper-split,taper-sawn respectively. and straight-split shakes. Shakes shall be 100 percent heartwood,free of bark and sap. �'3 Thickness. wood,except that up to i/s inch(3 min)of sopwood is permitted on 15.304.2.1 No.i grade shakes. Shake thickness shall be deter- one edge from the butt to the maximum recommended exposure mined by measurement of the bit within 1/2 inch(13 mra)from line on the graded face. Additional sapwood shall be poo witted each edge.If corrugations or valleys cxa:ed ill inch(13 mm)in aboue the exposure line provided the sapwood is contained within depth, a minus loleranee of 1/11 inch(3 min)is permitted In the a diagonally drawn line from the outside edge at the bull to a point minimum sptx:ified ihicknew.jAoviding the required minimum 1 inch(25 mm)inward from the lip edge on haridsplit and nznwp shake thickness is maintained within 1/2 inch(13 mm)of each shakes and Ste.inch(16 mm)on tap4rsawu shakes. edge at the butt.a minus twerance of 1/16 inch(1.5 mat)less than 'lkper-split sbtakes and straight-split shakes shall be 100 parceat the nominal thickness shall be permitted on the graining width edge-grain.Handsplit-and-resawn shakes and taper-sawn shakes of the e shako.)No minus tolerance shall be permitted for U-inch- bray average up to 20 percent of flat-grain in the lineal inches by /e-inch(610 min by 9 mm)shakes.The thickness at the expo- (mm)of any bundle, sure tine shall be a minimum of one half the butt thickness,excerpt tyaivaturc in the sawed face of handsplit-end-rostrwa ahskes that 31rinch(9 satin)shakes shall have a minimum tbk tress of shall not exceed 1 inch(25 mm)from a level plane in the Len@th of /{inch(6 mm)at the exposure line. the shake. 1:r caviive grata sweep on rho face shall not be per- 15304.22 No. 1 and No. 2 grads: taper sawn 51111keL No. 1 milted.Knots,wormholes,decay,cheeks,crimp*,waves and term and No.2 grade tajler-sawn,shakes shall have one of two thick- fiber are not permitted. nesses at the butt, /a inch(16 mm)or 3/e inch(19 mat)with a 15303,2 No.2 Grade Taper-sawn Shakes. No.2 grade taper- minus:tolerance of 1116 inch(1S mm)in 10 percent of n bundle. sawn shakes shall be of sound and serviceable material,graded 15.304.2.3 Standard grade shakes. Standard grade shakes from the best face,Flat gain is allowed in Ilse No.2.sapwood is shall have one thickness. Eighteen-inch (455 rain)and 24-inch masted to 1 inch(25 min)in width in the first 10 inches(25S (610 mm)shakes shall have a minimum butt thickness of)/4-inch min)above the butt.Defects such as knots,wormholes,decay. (19 mm).Thickness at the exposure lint.shall be a minimum of crimps,cross grain,waves or torn fiber arm not allowed in the fust one half the minimum specified butt thickness. 71/2 inches.9 inches and 12 inches(190 tam,230 taro and 305 13304.3 Width. min)from the butt in the 15-inch.18-inch mind 24-inch(380 min, - 455 mm and 610 mm)lengths,rospeaively,of the No.2 grade 15.304.3.1 No.l grade shake.Shakes shall be of random widths, taper-Sawn shakes. In the sanne product, grain characteristics, none narrower than 4 inches(100 min).Minimum width for tapor- other than excessive cross grain,arc not considered defects;de- sawn shaker:shall be 3112 inches(90 min).Toper-sawn,thakr_t lass feet$may be up to 11/2(38 mat)inobca in diametat;but aggregate than d inches(100 mm)in width Miall not constitute more than dehcts most not exceed Otte half the width of the shakes. S percent of the running inches(rant)of each bundle 25-10.3-1 Statullord Grade Shakes. Shakes shall be hawUplit. 15.3043.2 No.2 grade toper-sawn shake.No.Tgrade tapar- and-resawn I*W-sawn.Shakes shall be edge grain or List gain or sawn shakes shall have a minimum w1dlh-uf-3 inches(75 mm). 08/14/02 08:20, 0503 226 2237 A.P.W.P. zoos/008 FROM -1 PHY'-E NO. : 9312449 Oct. 04 2001 97:43mm pm 'law-sawn shakes less than d inches(100 mm)in width shall not tapes-sewn ridge,top comets at the outer edge of Uro units shall not vasiltute more than 10 percent of the running incdws of each be mors than a 90-degree Angle. endle.Edges shall be parallel within ria inch(13 mm). 1530433 Standard grade sMkos. Standard grade shakes SECTION 15.311 —PACKING t sWI bas of ranclom widths no narrower that 4 inches(7 W tam)and . none wider than 8 inches(200 mm). Individual stake stip and ridgy units are made up of one wide alts one narrow component.They shall be packed 20 units per bundle 15304.4 Edges-Edges of shakes shall be parallel within I inch with an equal number of right-hand and len.hand units(for alter- (?S atm). Bdges of laper-awn shakes shall be parallel within sating laps).Units shall he manufactured to a 4 units vertical in 55/8 inch(16 mat). 1.2 units horizontal(333%slope)pitch or steeper.Units shall be joined with not leas than two fasteners applied between 1 Lech nerd SECTION 15.305—PACKING 8 inches(?5 mat and 200 mm)from the butt.Zither staples or nails aro acceptable.Fastners shall be corrosion resistant,spaced ap- 15305,1 General. Shakes shall be packed In straight courics in Proximately 4 indces(100 ram)apart. regular f»rnes 16 to 20 inches(457 to 508 mm)wide.See Tables 1S-3-A and 15-3.3. SECTION 15-312—INSPECTION 15.305.2 Identification. Bach bundle of wood shakes graded Each off-gmdts unit counts as 5 percent of the grade-,mora than two under this standard shall bear the label of an approved ioppection off-grado units per bundle shall preclntte a passing grade_ I bureau,or agency.The label shaltbe white baste stock printed with predominately blue ink and shall clearly indicate No.1 grade.For No.2 grade taper-sawn shakes,the IabrJ shall be wWta base stock Part 111--Wood Shakes PreBervativoly Treated printed with predominately red ink and shall clearly indicate dw No.2 grade.For standard grade shakes,the label shall be white SECTION 15.313—SCOPE, bass stock printed with predominately brown ink and shall clearly Wood shakes regulated by this part shali be manufactured,preser- indicate standard grade. votive treated and graded in aceorderim with this standard,and Weir use shall be governed by the provisions of Chapter 15 of this SECTION 16.306—INSPECTION code- Shakes packed In a five-bundle square shallbe judged off grads if SECTION 15.314—DEI:INIT70NS the total lineal Inches of on-grade shakes is less than 268 inches '5807 mm)per bundle. For the purpose of this section.eemain words and phrases are ds. fined as follows: SECTION 15.307 REINSPECTION COVEMM AREA refers specifically to that portion of the In ease of relospemion, 10 or more bundles selected at random face which will be covered in place. shall constitute a fair sampling of the shipment.The criteria for in. IMPOSED FACE Was specifically to that 10-inch(2S0 Inns) speoion of shakes specified in Section 15.306 shall also apply for or 71/2-inch(190 mm)section wbielr will be exposed to the ale. reinspection. rents. VACE refers to the entire best side of the shape,which would be Part Il--Grading Rules for Shake lisp and expected to be installed facing up. Ridge Based on the Standards of the Cedar REVERSE ropers to the entire reverse aide which would be ex- Shake and Shingle Bureau pected to be installed facing down. SECTION 15.J08--DEFINITION TATTR-SAWN SHAM are Sawn both sides with edger sawn and are is itches or 2d inches (455 mm or 610 mm)in Shake hip and ridge are two shakes that iravc one edge,each sawn length- an a bevel and fastened together to produce the cap for the hip or UP ZONE refers to the final 4 inches(100 erica)or 3 inches(75 ridge of the roof. inm)(of a 24-inch(610 mm)or 18-inch(455 mm)shake,respec- tively)adjacent to the tip. SECTION 15.309—OUALITY STANDARDS Na 1 hip and ridge units shall be produced from malarial that SECTION 15.315—OUAU Y STANDARDS meets the standud for No.1 shakes,No.2 units shall be produced 15315.1 Manufaclum from material that meets the standard for No,2 tapu-sawn shakes- 15315.1.1 Lmtgtb. The length of shakes shall be 24 inches(610 Iuttwrer glade trtaterriad is not permitted- mm)and 18 inches(455 mm),allowing tar a acinus rolrrartee of 1/2 inch(13 mm)and a plus tolerance of 2 inches(50 mm). •SECTION 15.310—SIZE A Variation of a minus 1 inch(75 mm),including shims-and fee- At the time of manufacture, the shake hip and ridge assembly tlwtips,would be permitted in 5 percent of lineal inches(mm)of width 3hn11 ho 9 inchas(230.rem),measarRrl na the underneath shakes per bundle,provided that the shake thickness on both edges side of the assembly at the butt end.A minus Wepinee of 1/3 inch lig te�3 m)60 mm)and 16-inch(405 mat)longtha is at least J-3 mm)is allowed,Butt misalignmmu of assemblies in excess of 4 inch (6 mm) is not permitted, The narrow component shell Angled end trite at butt shalt not exceed approximately 1/2 inch have a minimum width of 41/2 inches(115 mm)at the batt end,For (13 min)per 4 incites(100 mm)of width- 3-W3 08/14/02 08:20. '12503 226 2237 A.P.W.P. 0006/008 FROM : PHONE NO. : 9312449 Oct. 04 2001 07:44AM PO4 STANDARD 15.3 1997 UNIFORM BUILDiNG CODE 15.315.1,3 Tls>Xness. The greets butt Wicknoss of shakes shall have up to a 1112-ytdt(38 Turn)cumulative area of sound or titin �--- be 13/16inch(U mm),with a minas tolerancs of'is inch(3 min) and USM knots. allowed in to percent of lineal lnebes(Turn)of shakes per bundle, Sound car firm and tiglu kiwis are limited to a 2 inch(50 mm) The maximum thickness shall Oct cxe>;ed I /ps inches M trims)' ewnuladve size located in the top one half of the steaks at Ito Tip thickness shall be lis inch to 1/d inch(3 mm to 6 earn). tapered end. Thickness variation across the width limited by tho Individual knots of any quality are limited to a maximum size of above-stated maximums and minimums. 1112 inches(38 rant)on tine mvens face_A No.2 shake may con- titin up fa a 1112-inch (38 mo)cumulative area of sound a ftrtn "dish out"of ihicknew along lengths is allowed if it does not re- and tight knots in the exposed 71/r or 51lrfnch(190 rnm or 140 dues the thickness more than 1/4 inch(6 npn)on ilie exposed feu tam)face. and is not logs than one half the standard thickness in the covered area. 15.315.3A Grain. 13"Onerelly,vertical grain is rcquirsd.On vita exposed face,flat grain is allowed only&Iona an edge.of the foot. 15.315.1-1 Width. Miahlrrinm glen width shah be 4 hat Ines(100 C4Mot of flat grain not junnined within 1112 inches(38 men)of mm):maximum shall be S Inches(200 min).When chookills dry center of shake.For No.Z pads shakes,there are no restrictions on material,a maximum shrinkage allowance of 1/4 inch(6 mm)un- amount or location of flat grain in slake. der Ihs 4-liich(100 mm)minimum will be considered. Shan sAail be parallel within l!z inch(13 mm). a531S.3'S Pitch p°CSD' Pitch poeatds are prohibited on the exposed face.They are allowed if rot 11 rough In the covered scree JS315.1A Trestmeaae. Sauihern pine and red pine tape"awn and on the reverse side,with the exception that through pitch retakes shall be ptesetvative treated in accordance with approved pockets are allowed ie the tip zone. nationally teeosnized standards. 153153A Pith. Pith is not allowed if contained within the 15315.2 Gnwie Defects Liss AW dwoughoul Each Shake- thicimess of a shako,or if along the mr(em of the exposed far.A supaTlciW(split)pith is allowed in the covered area or on the re- 25335.2.1 Compressloar wood. Compression wool is prolub- Verse side. ited if in readily identifiable cad damaging fonu.Damaging forma 153153 7 'Wxne_ Pencil wenn is only allowed on the face.Want kAudo%but is not limited ta,bands of compression wood exceed- on the mouse side is allowed,not to exceed one half the thickness ing lh holt(13 mm)in whrih,at bands running along an edge,or by one sixth the width it located within one half the shake katg+th solid blocks of compression wood. Roan Ilse batt; otbsrwise, wane in occasional pieces may be 15315.22 Denaltl. Median to dense grain is required mea- th"agh the thickness if not reducing the face width by mora than sated across the entire butt-Not less than four oomph le.annual 1/2 inch(13 mm). An p pet mole are per miffed at any location. 1537S.3.E Rowenre Fare. Other than the limitations described, 16315.23 Heart or ring shaltm Heart or iiaS shales are pro- the reverse face shall be free of defects which might prevent nor- hi shed. mal use. 15.315.1.4 Slops:otgrain. Diagonal or spiral grain shall not ex- SECTION 15.316—INSPECTION reed 1 inch(25 mm)in 10 inches(255 man)_Abnormal grain dis- tordons on face are not permitted. Shakes shall be adkidged off grade if the total lineal inches(mm) 15315.25 Stain. Medluin blue stain is,permitted_ of defective shrikes exceeds S percent of the total lineal inches (man)per bundle.See'able 15.3-A. 15 315.2 6 Unsound rood. Unsound wood is probibited on iii- lher fes• SECTION 16.317--REINSPECTION 153352.7 Warp. T'aeial curvatura(bow).twist,or both,shall 1n case of reinspectiota. 10 or snore bundles sidectsd at random act decd 1/d inch(6.4 nun)from a level plane. shall constitute a fair sampling of the shgrrneat.The 5 percent tot- 15315.3 Grade Defects Untied by Location. ersuce tot defective materials per bundle specilled in Section 15.316 shell also apply for feim-Wetion. 15315.3.1 Geateral. The shake shall be graded horn the best two. port IV—Southern Yellow Pine,Red Pine, um 15315.33 Holm Wcli-�scatterad anabrosis bottle pin bolts up Shake Hip shred RBlack Guttn/Swt3ed Ridge Units to 1116 inch (1 min)its diamet"arc nU w%W if not through the tbiebpsir and if limited to six per 10 inches(255 mID)of 1et4gth on The Isco_All otters types of knot.tnssct or utecitaaicai holes are SECTION 15418—SCOPE paobi'bited,accept an occasiana.1 J124wls(13 mm)hoe at encased Southern yellow puts,red ping black gumAweeigum taper-sawn VM knot is allowed along an edge of the covered area if not ex- shake)tip and ri units regulated by this part shall be m re anufae- teading mothan lh inch(13 min)into the shape width, turgid, treated aaJ_grsded in accordarn a with this standard and -� 153133.3 Knoll. Knots shall be mcesurod by average faecal di- their use shall be governed by the puot Wons of Chaplet 15 of this ntensions. code. Pith knots ore prohibited on lite feed.Tiley are ellowvd on re- vent side only if the pith hole is not through the thlelmoss. SECTION 15.319--QUALITY STANDARDS Generally,no unot6 are ptatnitted on the exposed face.How- Shako hip and ridge units shall be manufactured trom only No. 1 ever,5 p*fcdnt of the lineal inches(mal)of3hake s per bundle tuay Bede taper-sawn shakes. 08/14/02 08:21, '0503 226 2237 A.P.W.P. Q OO7f008 FlnM : PHOP E NO. : 9312449 Oct. 04 2001 07:44AM P05 1967 UPIPORM BUILDING CODE a tiL+tt�nt+ la.s Units shun be fabricated at polar of attachment with allarnaling Units shall be joined with not less[ban two fasteners applied japs, and shill be correspondingly packed 12/11.2.inches (12/30 within 8 inches(203 mm)of the butt.Fasiqlas sMIl be a Mini- min)per bumf. mum of approximately 3 indw(75 mm)apart and shall br.conn• Inner surface of onus of the butt shall measure not Im than cion resistant. tither slaplas or nails are acceptable_ Faswncrs 9 inches(230 mm�with the width of the narrower p1mes not less shall hold the asxcmbly together atoll applied properly on the roof thm 41/2 inches(175 nein). TABLE 1S.'1^ ,_HANDSPLTi SHAKES SUMMARY OF SMS,PACKING REGULATIONS AND COVERM E 10LLOMEINa MrIAT�� t1A4m aM 161M�M_ [S11 JIM) iFN,�l LW Aley R M N N �R 1 LFAMANbTaN:11" lots. � Ide-N r TOW w p +1911 arae �Dr �1a0 d ( (st6 (t5o (ttl� (seD 9 A PK (gs roe w� w tS 411r DTIII 1.211 M: IIMII !2D !A _lift DN11 18':1Jy'Igedapiu wad resswn 10/10 4 9/9 S 55 &S 70 7.t, so a5 18':lie sandsot sod resawa 8/8 S 91119 5 55 bS 70 15 RO 85 ?4's 3191 6atldrplit MAO 4 919 5 -•- 65 • 70 75 90 95 100 115 74•:1/y' wad tesawa 10110 9N 5 65 70 75 9D 9s 100 115 74'x 1147 btlndRM and�a►wn 8/8 S 919 5 — 65 70 75 80 85 100 115 24";o W MW So. 10110 a 919 S � 65 90 75 80 85 300 115 14 100 106 112 18':3W trap edge strel&spill Straight 4 — — `^ — — — — — — IS'a sig'eareigitt split 5tnf 5 — 6S 75 80 90 95 100 7A':3!s almigkt spin yd16 1 5 --• — 65 70 75 80 8S 1!01115 8119 S 5 Use meaury wNh dob"applied welt ever 15 aormr fiabb eourss 10110 4 919 10'CM lam)WONOW axpostlre 1s':$/a"taper stm a — — 919 5 55 6s 70 75 1 1LLS 300 Zit'a S/{'to sav►a — 919 S — 65 1 70 1 7$ 1 —_I 8S I 100 119 1Por>sexti mmm wsatba&vow*on wall eottgM10111m,sea 9bble Zi$;oa roof eeestmat400,see Toblo 15,3$of the Ung6rft Building Cade TALE 1&za_AA1olYNJM WEATHER EXPOSURE etfeleoTi LgdOTt+ 191 tt P M r.s.0 a!►s1 ntrures�� w >.ae.var.a Woad 61holaw Ne.1 184MA 7ya 107 1a Na 124-iteeb7th 140.21&"11"Nna►n — 1 No.2 244ach U-,RWQ aheka 11bposad of 244=b by /rh ob(610 by 10 au)twit msaw n sbakes shaft trot mcced 5 iadw(127.AM)tagrrdims of a.3ta 0 0 N MY APPLICATION RECOMMENDATIONS N USES: On roots where the slope Is sufficient to insure good drainage ext a natural textured appearance is desired.Can waits for a rustic look. Tu RNTCFt Wn m recommended roof pitch is 14n-3 [4/12] �- - (4-Inch vertical rfse for each 124nch horizontal run)or steeper. Quattr V - ' ___... ..190 MAXIMUM WEATHER WOSURES: Y SHAKES&SHINaIES gtt Roots Vlfeffs 1 Made in Gawde-Green nWr Log Sales Ltd.,Shake M[ fin,B.C. 5WMJ 1 t1ind"Ves 25Umm i; ROOF DECFE Roof deck shall be Solid or spaced sheatlstng. Spared sheathing shall not be less than 1-fnch by 4drtches nom- l Inat dimensions and spaced on confers equal to the exposweHAN-- j to fit the placement of fasteners. it 1-inch by 4-inch spacedDSPLIT ; RESAW sheathing is used at 10 inches on center. a 1-inch by 41nch r bourn must be installed between sheathing boards WrERLAYMENT: 18*ich wide Inter*m9nt of Type 30 fell is • . t .tatat t laid over the lop portion of to shakes at a distance from the a; butt equal to twloe the weather exposure. Check with buacfkrg tit NUMBER 1 GRADE codes for undertalrment requirements when applying In areas r•... subject to wind driven snow or root ice buildup 24a x 1/2" Medium Resaws(61 Omm x 13mm) FASTENERS: Use corrosion-resistant nails, minimum 5$uttdles J9/9 Pack)cower 100 square feet(9.3W) t No.13-gauge 36-inch head,or corroslon-resistant staples,when 10' 25Untm E Q$u►e a�pprroued by the building official. (Hot-d1pped zinc-coaled or ( ) slaiNesS sleet fasteners are pnalerred in salt aft climates.) S"a wkkrAwkauonkrsVm*arrs Fasteners shalt be long enough to penetrate Into the sheathing M4X %-fr�Ch or through the sheath g,whichever is less. - mit we MET14OD:The first course shag be doubled. Lay shakes with catmaa� a side lap of not less than 1%-inches in ed t courses. Spacing between shakes should be Ya-inch to ich.Use only ft> tti�t 2 lasteners per shake, positioned eppr ximateiy 1-Inch from c lA�tttl g each edge and approximately 2-Inches above the exposure line. 713 iDitto D ADDITIONAL INFORMATION: For more Inforrmation on wood N shake and shingle products end application details,write to: - �, ' Clarke Group Market'�g,Inc. P,O. Bax 5i5�Sumas,WA 98295 • __= ` - ``° 1-I31?Q-963-338ti 43 A B C D E F 1 2 3 4 5 6 7 6 9 10 G H f J K L•' 11 12 13 14 15 16 17 18 19 20t — -- -- -- 0 ev 0 co o i•�t�lJ f" n�+.n., { r City of Atlat1,.ic Beach Building and Zoning City of Atlantic Beach• 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 •FAX (904)247-5805 •http://www/ci.atiantic-beach.fl.us PERMIT APPLICATION FOR ROOFING JOB LOCATION4( D 14 tp 000q OWNER OF PROPERTY C/Cw,r,"X 45SCr qlr'K SHONE# ?7611 CONTRACTOR 2 P00 (- -r") CONTRACTOR ADDRESS 1 a A0 ire tlPd X24 zip CONTRACTORS LICENSE NO. LGC o S 7 �L� PHONE# 9 SCOPE OF WORK ki- eOO F DECK SLOPE GREATER THAN 2 : 12 LESS THAN 2 : 12 - -� ACTUAL VALUATION OF WORK $ C) U PRODUCT NAME &MATERIAL TO BE USED 6 a Ce ASTM DESIGNATIQN(S) O q0 REQUIRED INSPECTIONS SHEATHING _- .k•M OF ATLTIC LIBILITY INSURANCE POLICY SUPPLIED YES NO C'�BUILD NG OF BEACN WORKERS COMP.POLICY SUPPLIED YES NO SEP O 2002 CONTRACTOR LICENSE SUPPLIED YES NO Lilk 6�/ 6y. OCCUPATIONAL LICENSE SUPPLIED YES NO SIGNATURE OF OWNER i SIGNATURE OF CONTRACTOR SWORN TO& SUBSCRIBED BEFO ME THIS-sK--DAY OF Ail ) 20Q,? AS TO OWNER NOTARY PUBLIC �� r...,.,. :: .. MY00MM1"H;N"#DD 095080+;:" JENN{FER SCHLUEMR March 31,2006 .;? ¢ am nm,rrom�y rubac underwriters A NT(i1 BOk OR DD 121301 NO Y LIC ' ., a. EXPIRES:May 27,2006 (- 9A, r -p?.` pm ThN ry Public l/nderWree16 _ �• 08/14/02 08:18 IT503 226 2237 A.P.W.P. 17]003/008 FROM PHONE NO. 9312449 Oct. 04 2001 07-41AM Pal 1997 QNIF0141A SUIIDIwa COpS STANDARD 16-3 v UNIFORM WILDING CODE STANDARD 15.3 WOOD SHAKES Based on Gralcling and Packing Hulas for Rad Cedar Shakes of the \� Cedar Shake and Shingle BUraeau,1975 See Sections 1501,1,1502,'1507.2 and IS07.12h Unlrorm Building Coda Pah i—Wood Shakes(Nonproservptive Treated) GRAIN is tho direclion,size,arrarigament,appearance orqua)- ky art the fibers in wotsd,L have a specifre meaning,the term roust SECTION 15.301 —SCOPE be qualified: Croix Grain is a condition that should not be confused with Woad shakes regulated under this part shall be or roved du- the terms"flat grain or edge grams,"and that nigh!sept:be rable wood-and shall be manufactured and graded No. M I 6s or toned"cross fiber,"since it is a devistion of the wood fibers Na_ err taper-sawn shakes in accordance with this standard,and ,m the we parallel of the tate of the taper-sawn shape It is a their use shatl be governed by Oke provisions of Chapter IS of thix Code. det'eet when it tugs froth orfs face of the taper-sawn shake to the , other within a fongitudintl distance of 3 inches(75 mm)or less in that portion measured 51h lecher(140 mm).7112 inches(190 utas)and 10 inches 5 into tram the butr on 15 inch SECTION 15.3D2--DEFINITIONS (� ) � (ISO lam),18-inch(455 mm)and 24-inch(610 nom)sbakes.There is 15902.1 General. for the purposes of this part,certain words to be no excessive cross grain in the remainder of the shake, and phraw are defined as follows: Diagonal Grain is a condition where the grain of the tivcrad 318 FACE is the side of a shako or shingle which is Sradt:d docs not run parallel to the edges of the shape.It is considered a and contains the least stagunt of defeats as described within this doted when the grain diverges or slants 2 inches(50 Mitt)or standard. mora in Width in 12 inches(30$tuns)of length measured from the butt. BRR4XAGE is damage caused after manufacture and sub- a Grain or Vertical Grstttn is wood cut its a thea mhc- ixquent to packing plc pp innately at right angler to the nnnthal rings.A conditiea in which BUND>C.E u e unit or package comprising sufficient material of the rings form an angic of 45 degrees or more with the face of �.1a'genie grade and length to co'var a specified area at recon- the piece_ mootled exposurea. Plot Grain is wood cut in a plant approximately tangential to BUTT is the thicker and of 0it shake- the annual rings and means a condition its which the rings form BUTT CIMCK(SUN CUECX)is a condition caused by hes[ an angle of les than 45 degrees wbh the face of the piece. or excessively dry temperature and usually aecsss wbile the raw Mixed Grain is the condition in which edge and flat grain ars ' material is to block form.It is considered a defect when it extends present in the same piece of wood, more than 310 inch(9 ram)upward frarn the butt of the shAa. Torn Gtaltt Mrs Fiber)is a fuser or whiskered appearance CXWK is any separation of rhe vroad.A check that causes an in the face of the shake.Uv.Wly caused by a dull saw or grain obvious,readily idenliflable section that is easily separated during deviations. the grading process shall not be considered defective unless the HL11RT'WOOD(FJL4RT)is the imer laxer of a woody stem separated sections are less than the minimum required width. wholly composed of nonliving cells and usually differentiated CLEAR I1NE is an imaginary line across the width of a shake front the outer ca-eloping layer(sapwood)by its darker color. which marks the"clear tone." KNOT ig that portion of a branch or limb which has been sur` CLFAR ZON$is that portion eLr the shake between the butt rounded by subsequent growth of wood of lite tree, and the"aiesr line"involving both the face and the reverse. XNl'OT, DL%MrITA shall be treasured by avat$ge facial ' disnen.�ioAs. COURSE is l or in the layer farming one of n serifs of layers LMAL ING1E5 are the total.width of ar`w even number a ort s roof en wall or is the packed bundle, k' or can-optedcbaracterishakes when laid edge m edge, �' CRIMPS to a breaking down i coil"of wood veils during PLY is the minimurn number of thicknesses,when applied,of dtyleg, ud by n caved-in-in appearance shakes or AI any Ihaint on lbs ouveted Surface.This term is relative DUCHY (RCM is the decomposition of wood substance to exposure, caused thy action of wood-destroying fungi,resulting in softening, REVERSE MCP.refers to tht:tailro reverse side of a shake or loss of sttength and weight,and change of texture and color, shingla,v Bich would be expected to be installed down- j SDG$is the long side of a shake:. SAPWOOD is+brood containing some living cells and forming UMOSUAR is the potttou which,when applies!,is exposed to the initial wood layer beneath the bark of the log.Sapwood may be the weather. lighter to color than heartwood, .r EXPOSURE LINE is an Imaginary litre drawn across the SMM.See"feather tip." shake at the same distance above the butt that is equal to the SQUAD PACK is a unit providing sufficient shakes for thts- veather exposure. coverage of a glvrn area when the shakes are lald at the rtquim r .� orpm we in the weather.(See Tables 15.3-A and 15.3-B.) "R.n3„�or t3,im is a ccscdition at*ntanutatsturc found an t;: '''t^e^a. r•'^. f me,htlks*where tics saw came out of[h ��Csoe TTP is[be.thinner end of the shake. s ..... ..v.•i"t Piece premnturcly,produeirsg a thin,flimsy,foaiher-like lip that is TIP ZONE refers to that area 22 inches(560 mm)or more froill uneven or has corners sawn off the butt In 24-inch(610 mm)shake&17 inches(430 mm)or there j 08/14/02 08:19 '0503 226 2237 A.P.W.P. Z 004/008 FROM : PHOS N0. : 9312449 Oct. 04 21001 07:42RM P02 .STANDARD 15.3 1907 UNIFORM kUILD31414 CODE r 1 from lite butt in 18-inch(455 mm)shakes and 14 incheas(35S tont) any combination of edge and flat grain.Shakes shall be graded or more from the butt in 15-inch(380 mat)shakes. from the split or best face.Grain eharneteri3ties other than etas- WARPAGE raters to fdc:isl curvature(bow),or twist,or both. sive cross groin are not considered defects,Curvature shall not Warpags is mas6umd from a level plane,With the shake convex to exceed 1 !rich (25 mrn) front a level planciin the length of the The highest point at the bull.The shake is held�rrrily 4 inches(102 shake' m_m)down from the tip. WAVES are ilia washboard-like irregularitieo on the face of a SECTION ISZ04—SIZE shake. 15.304.1 Length. WORMHOLE is a hole or passage burrowed by a worm or in- 15304.1.1 No. l grade shakes. Nominal shake lengths shall be i sect. 1.5 inches,l8 inches or 24 inches(3130 mm,4S5 mm or 610 mm), 15.302.2 Shake Tyl►ss. Shake types shall be ant;of the follow- +with a minus tolerance of 1 inch(25 mm)and a plus tolerance of ing types: 2 inches (50 mm) for 18-inch (4S5 mm) shakier. A variation, 1. Handsplit-and-resown have split faces and sawn backs, ' including shims or feather tips.of 1 inch(2S mm)from them nom. and are produced by running split wood blanks or boards of proper inal lengths of I8-inch(455 mm)shakes shall be permitted in any thickness diagonally rhrouglh a bandsaw to produce two tapered bundle,A variation of 2 inches(50 mat)below the nominal length shakes from each blank. shall be permitted in 24-inch(610 mm)shakes and may contain, but is not limited to,shims or feather tips within the specified vari. 2. Straight-split atwe manufactured by splitting front only one shalt and shall have it plus tolerance of 3 inches(75 mm).See end of a block of wood, producing tsha km which are the same Table 15-3-A.The 15-inch(380 mm)starter-finish course grade thickness throughout. shall permit a toler;tnce of l inch 0 min)over and under the nonr 3, Taper-sawn are tapered pieces waren both sides. Ilial 35-Inch(380 num)length. 4. Tapers-spilt are split both sides.A natural taper,from butt to 15.304.1.2 Nu. 2 taper-sawn grade shakes. For No. 2 grade tip,ig achieved by reversing the block,end for end,with each-,pliL taper-sawn slakes. minimum lengths of ]$-inch, 18-inch and 24-inch(380 mm,455 rain and 610 min)shakes shall be 14,16 and SEC'T'ION 15-303—OUALITY STANDARDS 22 inches(355,405 and 560 mm).respectively. I5303.1 No,l Grade Shake. Shakes shall be 100 percent dear, 15.304.13 Standard grade shakes. l-or sltwdard gr dde shakes, the minimum length of 18-inch(455 mm)and 24-inch(61U mm) graded from the split tact in the case of handsplit-and-rmwn shakes shall be 17 inches (430 mm) and 22 inches(560!tun), shakes and from the best face in the case of taper-Split,taper sawn respectively. and straight-split shakes. Shakes shall be 100 percent h"Hwood,free of bark and sap- �� Thickness. wood,except that up to I/8 inch(3 mm)of opwaod is permitted on 15.304.2.1 No-1 grade shakes. Shake thickness shall be deter- one edge from the butt to the ntaxilnuTo recommended exposure rained by mcasuremeot of the batt within 112 inch(13 taro)from line on the graded face. Additional sapwood shall be permitted each edge.If corrugations or valleys exceed 112 inch(11 min)in above the exposure line provided the sapwood is contained within depth, a minus tolerance of t/a inch(3 mm) is poi 41ted in the a diagonally drawn line from the outside edge at the butt to a polnt minimum specified thickness.[Providing the required minimum 1 inch(25 mm)inward from the tip edge on handsplit and resawp shake thickness is maintained within 1/2 inch (13 mm)of each shapes and 5/o-inch(16 mat)an tapersawrt shakes. edge at the butt,a minus tolerance of 1116 Inch(1.5 mm)less than Taper-split Shakes and straight-split shakes shall be 100 percent the nominal thickness shall be permitted on the remaining width edge-grain.Handsplil-and-resawn shakes and taper-sawn,shakes of the shake.)No minus tuleamee shall be pefmidAd for 2A-inch- may average up to 2.0 percent of flat-grain in the lineal inches bys/B-inch(610 min by 9 mm)shakes_The thickness at the expo- (Min)of any bundle, sure line shell be a minimum of one half the butt thickness,except That 3/s TMs►(9 mm)shakes shall have a minimum thickness of t;,Yrmturc in the mowed face of handsplit-and-res%wn shakos 2/4 inch(6 nun)at the exposure line. shall not exceed 1 inch 0 mm)from a level plane in the Length of the shake. Excessive grail sweep on the face shall not be per- 15304-22 No. 1 and No. 2.grade taper-sawn shakes. No. 1 milled.Khats,wormholes,decay,checks,crimps,-aves and toric and No.2 grade tope r-sawn,shakes shalt have one of two thick- fiber are act permitted. passes at the butt,'/g inch(1.6 ram)or 3/4 Inch(19 mat)with a 15303.2 No.2 Grade,Taper-sawn Shakes. No.2 grade taper- nuns tolerance:of 1/16 inch(1S mm)in 10 percent of a bundle. sawn shakes shall be of sound and st;aviceable.material,graded 15.304.2.3 Standard grads: shakes. Standard Bade shakes from the best face,Flat grain is allowed in Ilia No.2:sapwood is Matt have one thickness. l ighleen-inch (455 tam) and tat-titch resitieted to 1 molt(25 mm)in width in the first 10 inches(255 (610 mm)shakes shall have a minimum butt thickness of)/4-inch mm),above the butt.lWeets such as knots, wormholes,decay, (19 mm).Thickness at the exposure line shall be a minimum of crimps,cross grain,waves or corn fiber vra not allowed in the fust one half the minimum specified butt thlekness. 71/2 inches,9 inches and 12 latches(190 rand,230 mm and 305 1.9304.3 Width. min)from the butt in the l5-inch, 18-inch and 24-inch(380 may . 455 mm and 610 mm) lengths,respectively, of the No.2 grade - 15.304.3.1 No.1 grade shake.Shakes shall be of random widths, taper-Sawn shakes. in (lie same; product, grain characteristics, nme narrower than 4 inches(100 stn).Minitnum width for taper- other than excessive cross grain,are not considered defects;de- sawn shaker:shall be 3312 inches(90 mm).Tttp 4r 6,rn shakes less feats may be up to 11h(38 min)inebea in diamete.but agl regate than d inches(100 mm)in width rliall not constitute more than defects most not oxcced one halt the width of the shakes. 5 percent of the running incites(mtri)of each bundle. ' 15103.3 Standard Grade Shakes. Shakes shall be handsplit- 15.30431 No. 2 grade lapensawn shake. No.2'grade taper- and-resawn taper-fawn.Shakes shall be edge grain,or flat grain or sawn shakes shall have a minimum widih.u!-3 inches (75 mm). 08/14/02 08:20 $503 226 2237 A.P.W.P. Q005/008 FROM PHCW hit]. 931 449 Oct. 04 2001 0�7:43nm poi - - 74per-sawn shakos less than 4 inches(100 mm)in-ridth shall not iapw-sawn ridge.,top comers at the outer edge of Ilio units shall not wnsdtutc more thou 10 percent of the running inches of clteh be mora than a!;0-degree angle. indle.Edges shall be parallel within 112 inch(13 thin). - i s 15.30433 Standard grade shaken. Standard grade shakes SECTION 15.311 —PACKING shalt bo of random widths no narrower than 4 inches(100 mm)and individual O)akc hi ridge uniis are made none wider than 8 inches(200 mm). p andup of one wide and one narrow component.They shall be packed 20 units per bbndlc 15304.4 Edges.Edges of shakes shall be parallel within I inch with att equal number of right-hand and leg-hand units(for aller- ?$ elm). Edges of taper sawn shakes shall be parallel within haling laps),Units shall be manufactured to s 4 petits vertical in 5/a inch(16 min). 1•2 units borizontal(333%slope)pitch or steeper.Units shall be joined with not less than two fasleners applied between 1 inch and 8 inches(25 trim and 200 min)from the bun.Either staples or nails SECTION 15.305--PACKING are acceptable.Fasteners shalt t+e Corrosion resistant,spaced ap- 15305.1 General. Shakes shall be packed In straight eouises in Proximately 4 inches(100 min)apart. regular frames 18 to 20 inches(457 to 509 rnm)wick.See Tables 1S-3-A and 15-3.3. SECTION 15.312—INSPECTION 15305.2 Identitkation. Bach bundle of wood shakos graded Each off-grade unit counts as 5 peccent of the grade;alert than two under this standard shall bear the Jabal of an approved inMection off-grade units per bundle shall preclude a passing grade. I bureau or agency.The label altall'be while base stock printed with predominately blue ink and shall dearly indicate No.i grade.Fof No.2 grade taper-sawn shakes,the label shall be wrote base stock Pan 111----Wood Shakes Preservativoly Treated printed with predominately red ink and shall clearly indicate this No.2 grade-For standard grade shakes► the label shall be while SECTION 15.313—SCOPE base stock printed with prcdombiately brown ink and shall clearly Wood shapes regulated by this part shall be manufactured,preser- indicate standard grade, vativo treated and graded in accordance with this standard,and their use shall be governed by the provisions of Chapter 15 of this SECTION 15.306—INSPECTION code. Shakes packed in a five-bundle square shall be judged o$grade if SECTION 15.314—DEFINITIONS the total lineal inches of on-grnde shakes is less than 268 inches �s '580%inm)per bundle. For the purpose of this section.certain words and phrases are do. tined as follows: SECTION 15.3117--,REINSPECTION COVERED AREA refers specifically to char portion of the In case of reinspection, 10 or more bundles selected at random face which will be covered in place. shall constitute a fair sampling of the shipment.The criteria for in. EXPOSED FACE refers specifically to that 10-inch 00 rum) speaion of shakes specified in Section 15.306 shall also apply for or 71124nch(190 mm)section whirl►will be exposed to the ele- reinspection. ments. YACE refers to the entire best side of the shake,which would be Pott D--Grading Rules for Shake Nip and expected to be installed facing up. Ridge Based on the Standards of the Cedar REVERSE refers to the entire rcvarso side which would be ex- Shake and Shingle Bureau petted to be installed facing down. SECTION 15.308—DEFINITION TAI" R-SAWN SHAM are sawn both sides with edgas sawn and aro 38 inches nr 24 inches (455 min or 610 mm)in Shaka hip and ridge are two shakes tial have one edge,each sawn length. on a bevel and fastened together to produce the cap for the hip or TIP ZONE telars to the final 4 inches(100 rnm)or 3 itches(75 ridge of the roof. tear)(of a 244ach(610 atm)or 18-itwh(455 mm)shake,respec- tively)adjacent to the tip. SECTION 15.309—OUAI-ITY STANDARDS No. 1 hip and ridge units shall be produced from material that SECTION 15.315—OUALi7Y STANDARDS meets the standard for No.1 shakes,No.2 units shalt be produced 15315.1 Manufactum from material that meets the standard for No.2 taper-sawn shakes 15315.1.1 Leiigtlar The length of shakes shat!be 24 inches(610 Lower grade:material is not pat7siiue d taco)and lei int;hcs(4.55 mm),allowing Im a minus iolsrance of 42 inch(13 mm)and a plus tolerance of 2 inches(50 tin). SECTION 15.310—SIZE A variation of a minus 1 inch(75 mm).including Aims-and fin- •At The time of manufacture, the shake hip and ridge assembly thiartips,would be permitted in 5 percent of lineal inches(mm)of width Shell be 9 incha4 (230 trim),mepsurnrl nn the underneath shakes per bundle,provided that the shake thickness on both odses [Ade of the assembly at the butt end.A minus We/anee of 1/5 inch at the 22•uteh($60 mm)and 16-inch(405 mut)langthsr is at lean (3 mm)is allowed.Butt misalignment of assemblies in excess of I/S inch(3 tam). 14 0101 (6 mm) is not permitted. The narrow component shnll Angled end trim at butt shall not etceed approximately 1/2 inch •have a minimum width of 41h inches(115 mm)at the bait end.For (13 min)per 4 inches(100 min)of width. I, 3313 08/14/02 08:20 '$503 226 2237 A.P.W.P. Z006/008 FROM PHONE NO. : 9312449 Oct. 04 201@1 07:44AM poo STANDARD 16.3 1997 UNIFORM BUILDING CODE 153151.2 Thickness. The green butt thickness of shakes shall have up to a 11/2-inch(38 mm)cumulative area of sound or firm .f be 13/t6 inc(21 mm).with a minus tcictanca of 113 inch(3 mm) and tight knots. allowed In 10 percent of lineal inches(min)of shakes per bundle. Sound or firm and tight krlola are limited to a 2-inch(So mm) The maximum thickness shall not exceed 1 Ad inches(25 A14 aumuladve size located in the top one half of the shake at the Tp thickness shall be 1/g inch to 1/e inch(3 min to 6 nam). tapered and. Thickness variation across the v►idth limiter) by the Individual knots of any quality are limited to a maximum silts of above-stated maximums and minimums, 11/2 inches(38 ran))on the rcvcna face.A No.2 shake may con- "Alsh out"of thickne6s along length is allowed if u does not re- lain up td a 1112-inch (38 rrun)cumulative area of sound or fnm and tight kna5s in the exposed 71/2-or 51/z-i,nch(190 min or 140 duce the thickness more than 3/4 inch(d 111111)olt the exposed face may)face. and is not less than ons half the standard thickness in the covered arra. 15.315.3.4 Grain. Generally,vertical grain is required.On lire exposed face,Liar grain is allowed only along an edge of that face. 15315.13 Width. MinttTYu�ns green width shall be 4 lncht s(100 Center of flat gratin not pennilled within 1112 inches(38 mat)of tnmr maximum shall be 8 Inches(200 mm).Wbon cheekiu dry ter of shake.For No.Z smile shakes,theta are no restrictions on material,a maximum shrinkage allowance of 1/e]rich(6 mm; exalun- amaurn or location ref flat grain in shak?_ der the 4-inch(100 mm)minimum will be considered. Slhakea shall be parallel within 11z inch(13 mm). 15315.;I.5 Pitch pockets. Pitch poekrts are prohibited on the exposed fare.They are allowed if not through in the covered area 15315.IA Treatment. Southern pine and red pine taper-sawn and on the reverse side, with the exception that through pitch shakes shall be preservative treated in accordance with approved pockets ATC allowed in the tip zone. nationally recognized standards. 15.3153b Pith. Pith is not allowed if contained within the 13315.2 Grade Detects LinafAQ throughout Eads Sbake- thickness of a shake,or if along the surface of the exposed face.A superficial(split)pith is allowed in the careered area or on the re- 75315.2.1 Compresslon wood. Compression wood is prohlb- vent side. lied if in readily ideriftable and damaging Loren.Damaging form 15.315.3.7 Wane- Pencil wane is only allowed on the face.Wane includes,but is not limited ta,bands of compression wood citcmd- on the reverse side is allowed,plot to exceed one half the thickness ing 1/-Z Inch(13 mm)in width,or bands running along an edge,or by one sixth the width if located within one half the shake length solid blocks of compression wood. from the batt; otherwise, wane in occitsional pieces may be 15315.22 Density. Medium to dense grain is required mea- thr no the thicknc=if not reducing the fate width by mora than eared across the entire butt.Not less than four complete annual 1/2 inch(13 mm). sings per inch are permilied at any location, 153153.8 Reverxe Fare. Other than the limitations described, 15,315.23 Hexrt or ring shakes. Iieart or ting shakes are pro- the reverse face shag be free of defects which might prevent nor- hibited. mal use. 15.315.2.4 Slope oftmin, Diagonal or spiral grain shall not ex- SECTION 15,316—INSPECTION reed 1 inch(25 mm)in 10 inches(255 mm)_Abitannal grain dis- cordons on face ata not permitted. Sbaltes shall be adjudged off grade if the total lineol inches(tam) 15315.25 Stalls. Medium blue stain t4 permiticd_ of defective shakes exceeds S percent of the total lineal inches (men)per bundle.Scc Table 25.3-A. W15.2.6 Unsound wood. Unsound wood b prolubited an ei- ther face. SECTION 15.317—REINSPECTION 25.3152.7 Warp. Facial curvature (bow), twist,or both,shalt In case of reinspection. 10 or more bundles selected at random not cx=cd 1/4 Inch(6A min)from a level plane. shall conotme n fav sampling of the shipment The 5 percent tot- 15315.3 Grade Defects LinOted by Location. srauce lot date- ive mararials per bundle spedUed in Section 15.316 shall also apply for feinspeclion. 15311.31 Geucral. Tho shake shall be graded from the best face, Pari IV—Southern Vdllow Pine,Red Pine, 15315.32 Holes. Well-scattered anabrosis bcodr,pin holes up Black Shake Mi w nd Ridge Tapers sewn two 1/ls inch (1 min)in diameter arc Allowed A not through the Sl�tko lit¢z#tsd Ridge Units thicknose and If limited to six per 10 inches(255 nim)of WWII an the face.All other types of knot„Insact or nnedlianicai holes am S1=CYTON 15.3,1 8—SCOPE prohibited,except an occasional 112-lacb(13 mm)hole or encased Southern yellow phis,red pine,blwk gum/streeigum taper-sawn ,1151 knot is allowed along an edge of the eoverod area if Dot ex- shako hip and ridge units regulated by this part shall be manufac- landing more than 1/2 inch(13,mm)lata the shape width, turgid, treated and graded in accordance with this standard and -' 15313.3,3 Knots. Ktwcs shall be measured by average facial di- their use shall the governed by the provisions of Chapter 15 of this ,tensions. code, Pith knots are prohibited an the taw.They are ellowod an re- verse side only if the pith hole is not through the thicloness. SECTION 35.319--GUAUTY STANDARDS Generally,no knots are permitted on the exposed face.How- Shake hip and ridge units shall be manufactured from only filo. 1 ever,5 percent of the lineal inches(mm)of sbakes par bundle]nay grade taper-saiwn shakes. 08/14/02 08:21 $503 226 2237 A.P.W.P. 007/008 5POM PHME NO. : 93t2449 Oct. 04 2001 07:44M P05 '1967 t141FORM BUILDING CODE a tlil+tW�nc+ tav Unils shall be fabricated at point of attachment with alternaling Units shall be joined with not less than two fasteners applied japs. and shall be correspondingly packed 12/12 inches ()12/30 within 8 inches(M mm)of the butt.Fastcocrs shall bts a mini- " mm)per ba=11c, utum of approximately 3 inches(75 mm)aped and shall be corm- Inner surfaco of units at: rhe butt shall measure not less thaw cion resistant. Either staples or sails are acceptable_ Fasteners 9 inches(230 rami with the width of the narrower pieces not 1059 shall/told the assernbly together until applied properly on the roof. than 42/2 iticheS(135 min). TABLE 1S3-Ar-MANDSPLTf SNAKES SUMMARY OF SIZES,PACKING REGULATIONS AND COVERAGE C OEIlp a YNI NI aim R aASEO aK ZMIMCa C__SAO ab1) 1t i 1W Aplt a�R NfEJ1 M d t�N ►T>t on= utlartxnrlorinct�Aatcs ,e ;•°� °.r°e ramm ti iz tip "� 'r >on r ts1 min p r9e,aur ( D zsa tof_aal 1.29 aai! roar �ia sae eae lmn mm IAN 18':1/a ltandapill,and resawa 10/10 A WD S 55 6$ 70 7.-, 80 85 .18"x NA haedsptit wad rcuvra Iva S 9/9 S 55 6S 70 75 Ro 85 24'x s/a"luo6plit Mao 4 9N S -- 65 - 711 70 75 80 95 100 125 dep ?A'x 2/1'haninl end resawo x0/10 4 9/9 5 —� 65 75 86 tis 10D 115 yi'x 3/47 bandspllt and resawn 8/t1 S 9/9 S — 65 70 75 80 IS 100 1IS 24'x 2/Z'taper split 10/10 d 9/9 S 65 10 75 N 85 100 11S 3 • 1A A — — �. — — — — — — 100 106 212 18 x /a tree edge strol&split Straight M !8'x 3/0'wrelgdf split Stral�nr 5 — — 65 7S 80 90 95 ?100 7A'x s/i straight Apiil Saai6 5 -•- — 65 70 '15 80 85 100 115 15'garter fia&course IN S 919 S Usaeatery with dobea applied sot over 10/10 4 -10'CM mm)-cathar wgionre 18'x%'lap"sacra — — .919 5 55 b5 70 75 kS 100 7A'x s/a'taper sews -- — 919 S — 65 70 75 — 85 1110 335 Vor etexttaom wealber exposwo on wall aoo3trud on,see Uble 23-L;na rqd maamwdon,see Tibio 15.3-B of The ilni/arm Bw70ng Cde. TABL R 15%34 l- < UM WEATHER EVOSURE Yd Loss at La sIMCNE�1172 votwos OMD aTat9'6F1 r�Ax�G�NoT1'r to taiCMae PR N Mr wn ) o3a.W.P+4 ��W aersan wad 96abe No. 71h 731; Na 124-111eb 10 10 No.21&Iecb%Tor-am stupes — 51/2 No.2 24 arb taper-saws"a — 71%] posers of 244=b by 1-84aeb(610 by 10 mm)haedrplit to mm dpakes stW1 not cxceW 5 ieclt4(Irrinm)/egardleea of the roof slops. • 3313 w p 00111 r:.. LIM 01 � dR I R' .•- s I �'.:. <, � r t k, f •+�' I c rw a ��l s:° 4SV. r i s., » A FfI m4 k a � :3 1 1 x ro t , F .. -�