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1908 Seminole Rd (vault) rage i oi Main Identity From: "WWW Server" <wwwsrvr@www2.doacs.state.fI.us> To: <hurricane 1 00@bellsouth.net> Sent: Tuesday, May 13, 2003 12:44 PM �E-- E-: D Subject: MAIL from 68.17.245.107 C e I V P F AT NTIC � A Z A Date: Tue May 13 12:44:24 EDT 2003 F _5 IN Z ON I�G Person Filing Complaint: MAY 1 3 2003 Dr. John David Foster 1908 Seminole Road Atlantic Beach, Florida 32233-5918 Work Phone- 904-246-8134 Home Phone: 904-246-8134 Business or Person Complained Against: Atlantic Coast Plumbing 323 North 9th. Avenue Jacksonville Beach, Florida 32250 Phone- 904-249-5381 Product or Service Involved: Original plumbing of my home Cost of Product: unknown Did you sign a contract or any other similar papers- No Are you presently represented by a lawyer?: No Have you filed suit in court?: No Explain Your Complaint Fully- Atlantic Coast Plumbing did the original plumbing of my home, which is two story. The house was built in 1984. It has two upstairs bathrooms, a master and a guest. The master bathroom toilet and tub have both leaked, damaging the downstairs floor. I fixed all that myself. Now, the guest bathroom toilet has leaked, causing damage to the kitchen ceiling and wall. The reason the leak took so long is the guest bathroom was hardly ever used, until the past year. We had a University of North Florida student, Miss Akiko Yokoyama, from Japan, stay with us from May 3, 2002 until December 29, 2002. She used the guest bathroom regularly. On May 10, 2003 my wife noticed water damage in the kitchen. I found the toilet was leaking water from underneath. I removed the toilet today - May 13, 2003. 1 found one of the toilet bolts had broken the toilet flange. The reason is, the toilet flange was not screwed to the sub-floor. The four screw holes were empty. I called the Chief of the Building Department of the City of Atlantic Beach, Mr. Don Ford 904-247-5826, he said that was an illegal code violation. He searched the City records and found that Atlantic Coast Plumbing had done the work. I called Mr. Nick Parrish, President of Atlantic Coast Plumbing and he told me Mr. Ford didn't know what he was talking about, and; quote "You can do what you want". He refused to make any repairs or restitution. 05/13/2003 Page2 of2 D ACH What Would Satisfy Your Complaint?: FAM G Repair the toilet flange and damage to walls and ceiling of kitchen MAY 13 2003 BY: Do you authorize DOACS to send a copy of complaint to the business you are complaining against or any other government agency for purposes of mediation, investigation or enforcement?: Yes Have you read 'FALSE OFFICIAL STATEMENTS' provided in the Florida Statutes?: Yes Have you read the paragraph regarding the role of the Department of Agriculture and Consumer Services in providing assistance to you?: Yes Signature- John Foster Date of Signature: 05/13/03 E-mailAddress- hurricane100@belIsouth.net Message created by DOACS Consumer Complaint Web Form on May 13, 2003. 05/13/2003 41 CITY OF -da 4jaot4a 8,, .4- office of Building Official REQUEST FOR INSPECTION permit No- oate A.M. Time P.M. — Received. O—L)D e- 1", Locality job Address owner's Contractor PLUMBING MECHANICAL Name --f— ONCRETE ELECTRICAL Rough Air cond. 8, C Rough wiring n Heating BUILDING Footing 0 TamP pole TOP Out Fl Fire Place Framing Slab 0 Final Sewer pre Fab Re Roofing Lintel 0 A-M insulation READY FOR INSPEMON Thurs. Friday------ P.M. Wed Tues. A.M. /Oki M I I C-11 7�Fina 1:1 n:.P�ad 1� u upm 0 Inspection Made cy IMa inspector Date APPLICATION FOR FENCE PERHIT Owners name----. it.,L n F�0"_s r— I-------Phone_,2 �6 -e-12V Job Address___/�. O -IZCe 10'��L '3a:aj � Lot Block and/or Unit # ---- - ----------- Z Subdivision Contractor if different from owner-----------CL243,:�Z!------------- ----------------------------------------------------------------- Valuation of fence Corner or interior lot r�r lo- Type construction r(,Ij V rc bd "X Y x e-, e-c-o't'r x 7 z 4-I Show location and height of fence an well an location of street(s) . 14e,�Irl_ " /11 1 L)C tic J--c 4- 4- c 4 c e C' A loly RECEIVED OCT 2 A 1997 City of Atlantic Beach Building and Zoning Owner sign a ture_-z - ----------------------Date Contractor signature---------------------------------Date-------- PSR-3844 15472 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ------ - --- -- LOCATION INFORMATION Permit Number : 15472 Address : 1908 SEMINOLE ROAD Permit Type:FENCE ATLANTIC BEACH . FLORIDA 322,31,.� "lass of Work :NEW LEGAL DESCRIPTION --------- - �_onstr . Type:WOOD FRAME Block: Lot : Twp : Proposed Use : Section: 0 Subd: O Rng , Dwellinas: 1 Subdivision- Est . Value : 0 . , ij Improv . Cost ! 1 ` 500 , 00 Total Fees : 10 .00 Amount Paid: 10 . 00 7! --'WNER INFORMAT T ON — APPLICATION FEES Na,,,ne, JOHN D. FOSTEF PERMIT 10 .00 .d,lr : 1909 SEMIN-(_'�LE ROAD ATLANTIC BEACH . FLORIDA ?-' -,,hr,ne 9f,4 'w,2 A 6-e 13 4 ",-,NTRA�:TOR INFORMATION ,lame* PRI--IPERTY OWNER Exo � Y? NOTES: 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 MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.55 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: MAP SHOWING SURVEY OF ,,bvernment Lot 3, Section 9, Township 2 South, Range 29 East, Duval County, Florida, more particularly described COMMENCING at the intersection of the Westerly line of Seminole Road as established for a width of 100 feet, Northerly right of way line of Saturiba Drive as established for a width of 100 feet; thence North 00"02'41" West said Westerly right of way line, 1474.10 feet, to the POINT OF BEGINNING; thence continue North 00102'41" West i 9 said Westerly right of way line, 124.00 feet; thence South 69*06'46" We—st, 150.01 feet, to the Easterly botindary e of Selva Marina Unit No. 11, as recorded in Plat Book 36, Page 62, of the oirrent Public Records of said County; 150.01 feet, to the Westerly hgence South 00102'41" East along last said line, 124.00 feet; thence Alo-7-11 890013'46" -�,457, - S right .1 way line of said Seminole Poad and the POINT OF BEGINNING. .t.i.j Containing 0.427 acres, more or less. A4,d)' 7/ 1986 - 4LL /-qOV!5 'NO. _J014AI 9.4VIO ro5re'?, PtIV,44 ceOER44 64Ywo's J� ZoAA1, CO"A401VWF.4trH 1.4AIP 71r4C IN6. 2z Al OZ 41 W. Al/. 000 cz, 41"W. 14 74./0 ' % 4,z -accc:) IN :5,.(" A_P� 4 cr —' -S7 14. rip C-,--L S. 000 6Z ' IZ4. 0 ' CITY OF 13M44- office of Building official REQUEST FOR INSPECTION 97 Permit No. Date A.M. Time PM. Received Locality b Address Contractor owner Name ELECTRICAL PLU ECHANICA CONCRETE Air Cond. & E BUILD[ Rough Wiring P, Heating Footing Top Out Framin Temp Pole [:1 Fire Place D Slab Sewer Re Ro Final Pre Fab Lintel Insulation PbAddress ECHANICAL C )I CONCRETE ELE( ond F t g Roug oo n T p Slab e REABy*OR IN SPECTION Tues. C Wel. Thurs. Friday—GLPMM Mon. _) A.M. Inspection Made Final lnspecttl�oe� Inspector Certificate of occupancy Date PSR-3844 12974 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ---- PERMIT INFORMATION ----- - ------- LOCATION INFORMATION ------- Permit Number: 12974 Address : 1908 SEMINOLE ROAD Permit Type:PLUMBING ATLANTIC BEACH , FLORIDA 32233 --------- LEGAL DESCRIPTION ---------- Class of Work :ALTERATION Twp: Constr . Type*CONCRETE Block: Lot , Proposed use: Section: 0 Subd* O Rng: Dwellings : 0 qubdivision: Est . Value: 0 .00 improv . Cost : 0 .00 Total Fees : 25 .00 Amount Paid: 25 .00 r :qc OWNER INFORMATION ------ - - APPLICATION FEES --------- - 25 .0( .T n74 w 1,0 PER.MIT �iame : JOHN FOSTER Addr ' 1909 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 322-1-1 -hone: ' 904 % 396-5149 CONTRACTOR TNFORMATION lame: darley' s plumbing inc D,ddr : 3552 st augustine rd jacksonville fl Lic: cflO56702 Exp: NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE FBUILDING 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.95 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR Q15.00 14 - 0014q86 VIOLATION OF APPLICABLE PROVISIONS OF LAW. 5iel J. CHECKS ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: j C) x"t, /'c" j �e,- PLUMBING CONTRACTOR: loa#�/e!yls /C-- 'r7 g CONTRACTOR'S ADDRESS: STATE LICENSE NUMBER: C F�� 6 76) a TELEPHONE: C9 yo HOW M"Y OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE = $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: v ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. 01 I CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000396 Date 4/02/08 Property Address . . . . . . 1908 SEMINOLE RD Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 11313 ---------------------------------------------------------------------------- Application desc install steel piers ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ FOSTER, JOHN INTRON TECHNOLOGIES INC 1908 SEMINOLE ROAD 4859 VICTOR STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 292-4621 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . - Permit Fee . . . . 90 . 00 Plan Check Fee 45 . 00 Issue Date . . . . Valuation . . . . 11313 Expiration Date . - 9/29/08 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total 45 . 00 45 . 00 . 00 . 00 Grand Total 135 . 00 135 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 08- 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE (904)247-5826 0 FAX NO.:(904)247-5845 BUILDING-DEPT@COAB,US DUVAL COUNT-Y BUILDING PERMIT APPLICATION 1.JOB ADDRESS: 2.VALUATION OF WORK: 13.SQ.FT.UNDER ROOF hog ')(!L,InL)1e �A RAViilkc- frwhil, J I � � -11 4 LEGAL DESCRIPTION: 5.CL-9SS OF WORK 6.USE OF STRUCTURE: 11 NEW BUILDING 11 DEMOLITION - RESIDENTIAL LOT -'� BLOCK SUBDIVISION 'k�'( A,0( 0 ADDITION 0 CONVERTING USE 0 COMMERCIAL 7.DESCRIPTION OF VWRK 0,ALTERATION [I ACCESSORY BLDG. &FIRE SPRINKLER: %;,7 JR REPAIR 11 POOL/SPA El YES 0 N/A 0 0 MOVE OOTHER _ JRNO CONTRACTOR: ARCHITECT If ENGINEER: 9 NAME: PROPERTY OWNER: 15.COMPANY NAME: 23.COMPANY NAME: C 'T-n-h-on -E-nc. AAVnVc��Q'tnee(%" Seiwce..5 16.NAME: 24.LICENSEE NAME: J - ii)okuA — AJ.- Xqli-o !�e- 10.ADDRESS. 17.STATE 0EFLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: r r_1 Lk 9,A P.F. 4+ f5-39'5-1 18.ADDRESS: 26.ADDRESS:(v5OJ r %n RX-) Fyfql%w iff6cj V'%(Noc 6 90\-Ql YC V 11\4 w.. 28.FAX 140.: 11.OFFICE PHONE 1Z FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: '7 9 5 -04 I LAtA )LAO 1�i341 13.CELL PHONE 21.CELL PHONE: 29.CELL PHONE: 14,EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: FEE SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN OWNER) 31 NAME. 1 33.NAME. 35.NAME� ,:)0,m e- N I N T 32 ADDRESS: 34,ADDRESS: 1 36 ADDRESSi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR (if Agent,Power of Attorney or Agency Letter Required) (QualifierOnly) 0 -3—'7ro- e Date: Sign_0 Sign IM Before me tlhh�iiscl�bt Before me this day of A4'tAJCR 2007 in the county of �(/f--Sdayof �,4�rr-Clhl ,20eWJn the county of 41Z) , — Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared Ivr>,f o 6rlixc&- PrAr�t)iAntl-"DbraiOF05ier _t> a,1oFAf herin by himself/herself and affirms that all statements and dedarations are herin by'5mself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State ofFLoim�g,County of -NAVA L Notary Public at Large,State of FJO-ti'L>4 ,County of bV V 4 Lt' "We 11 Personally Known 0 Personally Known " a -0- 121-froduced Identificat I y P9-S 1-�A Dducad Identificallion I Kim 911A A A if rNotary Signature-41--.�Z. /0) lc= crL L C-2 REVIEWED FOR CODE SHANWJN C.CLARK DE CIEP" CM OF ATLA pobk.SIM of FWW SEE PERMITS FOR lbow--EVM&WI7,201 sudn ca 0 coll #WMW '11ML00 wwoo sow #UOISS! I epuou io emq 101WIdkel(ON ell D BY: REVIEWE bv= z 0 CD ow Z — 'Tl 81 o :ii � .0 CD = OCO (900g - 0 — 1/32"Stair Step Cracking F2 � w lo- EL En .Z3 to aq 0 UQ ;A: W > n ::� .6 ID '-I =- 0 4t rA 40 S 2. 0 (D 10 �A *t� a I 5. 0 0 22. M. (D C) 5,5r 7. — — -4 Im Q g z 0 0 = M. (D IZ3 = .P.- CD — >4 — 0 cD CI ID 0 0 t "Q CD 0. �ft " M: o (D (D CD GQ R a� q, o 0 0 En rE (D 0 5' — = FD IZ W coo 5� 0 r-L Cr 5 t,J cr (IQ = — CD RD 0 P w 0 UQ ca "o (D 00 im. C, Cs rp CD r, < M 0 CD cr 0 T$ rx (CDO 0' CD CD CD (D IQ Q UQ 0 4 t-j -1 �A 0 Cr 0 (D cl, >< IV 0 -t 00 20- kA co 0 ;P� 0 W 0 L,4 1-4 �o S;LQ. 4m WqQ OQ CD CD CD -t W 'T, CA o o 00 > Pt . rA r Ul t-11 CD 0 CD w CD 0 CD CD QQ C.D 5- 5:, (IQ 0 CD P rA o OTJ C 0 -. 0 n "o CD m M Z.. t,j .9 5;* (-) !.a US A (IQ — U4 W fo C, 0 FILE Copyr' CITY OF ATLANTIC BEACH PERMIT APPLICATION # BUMI)ING / ZONING DEPARTMENT '000 Stminole Road Mantio Beabb,Florida 32233 (904)247-5000 (904)247-5845 Fax www,coab.us APPLICATION TRACKING FORM REQUIRED DEPT: y N PLANNING y N BUILDING Property AAdress, z LIC WORKS y N PUB ahou)_ 0 Y N PUBLIC UTILITIES Applicant: b7,rro Y N FIRE DEPT. Project: I:2gf)le// y N C/) -APPROVAL DATE: REQUIRED AGENCY: RECEIVED BY: INITIAL HUFSTETLER LU y N D.E.P S.J.R.W.M. CARPER y N y N ARMY CORP CARPER y N HOTELS&RESAUPJ HUFSTFTLER APPLICATION STATUS AP REVIEWED BY: INITIAL: DATE: CIRCLE ONE: SITE BUILDING REV DA 6 6 ST 'C' PLANNING 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY 3RD REV PSR-3844 5 4 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION LOCATION INFORMATION ------- ermit Number7 9554 __ddress , 1908 SEMINOLE ROAD Permit Type : BUILDING ATLANT11- BEACH , FLORIDA 3223_� _'1anE of Work* SHED --------- LEGAL-DESCRIPTION ---------- Constr , Type : WOOD FRAME Block - Section* Proposed Use ' SHED Township - RNG, U �wellingE : I Code- 0 bdivision* �`sti'mated Value* Imp r o v . C o s t Total S30 . 00 u, 830 , 00 r)WNER INFORMATION ---- APPLICATION FEES ----- $30 .00 7�IIN Fc,"�'rER PERMIT A _ 11 ROAD TMPACT FEE SO . 00 Adres I T N� WATER LE ATLANTit_' LEACH . FLORII'z, SEWER !MPA�7T FEE SO i 3 4 WATER METER/TAP 90 .01, RADON OR-c-H .R. S . 9 0 . 00 CONTRACTiDR INFORMATION --- RADON CAB 5% $0 .00 1- 90 .00 -)wNER �IAPITAL IMPROVE. _-A 111 _,FERTY TAP SO . 00 -s- SEW CROSS CONNECTION SO .00 41 Tvre SEC H IMPACT FEE 10 . 00 "'ONST .-SURCUARI-37E I/ATT, rrIH NOTES: PAID ,14N 1 1 1995 �ay of Atlantic Bch, 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.55 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. o00000000 OOOOOOODO $30.00 14 ATLANTIC BEACH BUILDING PEPARTMENT Date: 1/11/95 00 kpt. 0024070 DECKS 1619 By: CITY OF ATLANTIC BEACH PERKIT CAL7MTION S ET Address 1'� e 197 Date—/ C-) Heated Square Footage @ $_per sq f t = $ Garage/Shed ry- 00ver sq ft = $ V (G Carport/Porch @ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ -0 /-�-, C Tota� Valuatj.,on ist s Remaining Value P' per thousand portion thereof TOTAL BUILDING FEE $ C9,0 + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ 3 (2 , 06 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 $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical_; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: V -7 L) CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS owner(s) : Address : Phone: Lot #- Block or Unit # Subdivision: Contractor : cf7 State License # Address : Phone No: Describe work to be done: L 0 s 4 d a I L��-, V LI/ Present use of building: Valuation of Proposed Construction: -4 oco Proposed use: \,/4 ed Is this an addition? J,%C� If yes , what are the dimensions of the added space: ft . X ft . Will the added area be heated and cooled? - New electrical (or increase)? New plumbing fixtures? New fireplace?___New Heat/AC? SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: Signature CONTRACTOR: Date: License Supplied: Liability Insurance: Worker ' s Compensation Insurance: MAP SHOWING SURVEY. OF vernment Lot 3, Section 9, Township 2 South,- Range 29 East, Duval County, Florida, more particularly described COMMENCING at the intersection of the Westerly line of Seminole Road as established for a width of 100 feet, Northerly right of way line of Saturiba Drive as established for a width of 100 feet; thence North 00*02'41" West said Westerly right of way line, 1474.10 feet, to the POINT OF BEGINNING; thence continue North 00102'41" West qsaid Westerly right of way line, 124.00 feet; thence South 89008'46" West, 150.01 feet, to the Easterly boundary e of Selva Marina Unit No. 11, as recorded in Plat Book 36, Page 62, of the Current Public Records of said County; hence South 00*02'41" East along last said line, 124.00 feet: thence VO-,Q7N 89008'46"25f577, 150.01 feet, to the Westerly right of way line of said Seminole Road and the POINT OF BEGINNING. Containing 0.427 acres, more or less. F�N�e C 410 jg� 4). A41d), '71 t996 - 4it ,5:VV.41 "e-06q4Z 69A4*f0A1we-4LrH i4mp TIrLe IA4. 40. IR 0\1 E �,N�1U, ot- _,DING jq0 Vj/A/0z 1 1995 00 OZ 00 0 Al 41' W. 124.0 AJ 14 74 /0 % roc- k,1.Aj_Ae 44-1 % el % T'VC 471 14 let 5�d' 00* 0Z ' 41"' ,iE- lz4. o " A/0 7,E Z_0 7- 60 / 07- 7 A 5Z!� CIA11 �4550C- —C-ILE A49 7-. Z G- — ZI ilk JAW Z7 Shed-Roof Shed The materials list on the facing page ing, or extra lumber for building does not include foundation materials steps or a ramp to the shed. Refer The drawing at the bottom of this (concrete footings, piers, beams, or to appropriate sections of this book page shows a shed 8 feet wide by concrete slab), windows, doDrs, sid- for options. 8 feet long. The overall height of the front wall is 8 feet, and the back wall Corner Detail is 6 feet tall. Be sure to subtract the Top PWe side Wam thickness of the top and bottom Sole cw ends plates when cutting studs to length. A Plate to fit) Each of the four walls has a single top plate. Sole Plate Studs NJ 0 10* TOP NO-O"J'510S 1� I Plate fJV 1,AG OV F�unl Wall Side Wall i Studs Back �UEI�Wafe 16,O.c.� wall 8 x Roolf S t side Top Plate 410 .......... Rough Opening (Door Width+X) 11M Fascia FRONT Rafters 24'O.C. Sill 2A Header Joist r-g** BACK 5/8"Flooring 8'-0 SIDE 4. r$0� t'zj I& 2x#Floorand Stringer Joists 1/2'Plywood 24'O.C. Wall Sheathing Subtract 3*from long dimension W(S S 4e_ of 8xi 0 and 8xl 2 Sheds Shed Roof Shed. This shed is 8' wide by 8' long. The roof slopes from 8 feet at front to 6 feet at back. M Shed Plans C 1* 4 S Pp 0 e 40 0" f �tv" bf4r Building the Floor Platform. 37-38 for additional wall framing individually to fit between the top and Refer to the sections on Founda- techniques. bottom plates (on 16-inch centers). tions (pages 20-30) and Framing the As shown in the drawing, the tops of Floor (pages 32-34) for various op- Erecting the Side Walls. On the intermediate studs are also cut at tions. Whether you choose a wood- 3both sides of the shed, measure a 10-clegree angle. If desired, frame frame floor or poured-concrete slab between the sole plates of the front a rough window opening in one of floor, the length of the finished floor and back walls, then cut the side- the side walls at this time. platform and framing for the front wall sole plates to fit between them. and back walls is 3 inches shorter Attach the sole plates, then cut and Installing the Roof. See pages than the overall shed length (7 feet, attach the side-wall end studs, as 4 39-40 for rafter framing details. 9 inches for an 8-foot-long shed, for shown in the detail drawing (facing After installing the rafters, attach 1x4 example). This allows for the two 2x4 page). Cut the tops'of the side-wall fascia to the rafter ends, roof sheath- end rafters to be nailed to the out- end studs and the ends of the top ing, and roof shingles. Bird blocking side of the top plate to accommo- plate at a 1 0-degree angle to con- between the rafters is optional. date 4x8-foot sheets of sheathing on form to the slope of the side wall. To the roof. do this, cut the pieces slightly longer Finishing the Shed. Install wall than their finished length, then hold 5 sheathing (it used), siding, door, 2 Erecting the Front and Back them in position. Use a T-bevel and and windows (optionaO Oefer to the Walls. To assemble the 6-foot pencil to transfer the angle to the top appropriate chapters in tnis book for back wall, cut studs to 69 inches; for end of the studs and both ends of installing these items. You'll find the 8-foot front wall, cut studs to 93 the top plate. Set your circular saw to ideas on making your own door and inches. Frame in the rough opening make a 10-degree cut. Cut the single windows on pages 71 and 73. for the door (calculating by the door top plate to fit, then attach it to the width plus 3 inches). See pages end studs. Cut the remaining studs Materials List SA SHED 8x10 SHED 8x12 SHED 5 2x4 x 8' floor joists 6 21/V-)<8'floor joists 2x4 x 8'floor joists 2 2)<4 x 8' headerjoists 2 2x*x 10' header joists 2 2x4 x 112' �,F�ader &'s 8 2x4 x 8' sole/top plates 4 2)<4 x 8' sole/top plates 4 2x4 x 8' soie/top p i,.,es 9 2x4 x 6' studs 4 2x4 x 10' sole/top plates 4 2)<4 x 12'sole/top plates 16 2x4 x 8'studs 11 2x4 x 6' studs 12 2x4 x 6' studs. 18 2x4 x 8' studs 9 2x4 x 8'studs 5 2x4 x 12' rafters 2 3/4'plywood sheets(flooring) 6 2x4 x 12' rafters 2x4 x 17 rafters 3/4'plywood sheets(flooring) 3 7/16' waferboard sheets (roof 21/2 3/4' plywood sheets (flooring) 3 sheathing) 4 7/16' waferboard sheets (roof 141/2 7/16"wafert,nrd Si—ts(roof sheathinal 2 U4 x 8' pine or fir fascia sheathing) 8 112' plywood sheets(wall 2 1x4 x 10' pine or fir fascia 2 U4 x 12'pine or fir fascia . sheathing) 9 112' plywood sheets(wall 0 1/2' plywood sheets(wall 96 sq.ft. roofing felt, shingles sheathing) sheathing) 11/2 IbS. 16d nails 120 sq.ft. roofing felt, shingles 44 sq.tt. roofing felt,shingles 1 1b. 8d nails 2 tbs. 16d nails 21/2 tbs. 16d nails 21/2 tbs. 8d spiral nails(flooring, roof) 11/2 tbs. 8d nails 2 tbs. 8d nails 21/2 tbs. 6d galvanized nails (siding) 3 tbs. 8d spiral nails (flooring, roof) 31/2 tbs. 8d spiral nails(flooring, roof) 11/2 tbs. 11/2'roofing nails. 3 lbs. 6d galvanized nails (siding) �31/2 lbs, 6d galvanized nails(siding) 2 lbs. 1112' roofing nails. 21/2 tbs. 11/2'roofing nails. Roofing&Siding dig a 3-inch-deep hole at the corner big enough to place a solid,concrete, half-block underneath the corner of the frame,leaving about 3 inches of frame exposed. Set your level on the frame and adjust the height of the frame by propping it up with whatever is handy. Dig a shallow hole at the opposite corner from the first one and stack concrete blocks up until the frame is nearly level (see Figure 3.7). Use slate shims (which can be easily split) to bring the frame up to final level. Do the same for the other two corners, and you are ready for the floor joists (see Figure 3.8). FLOOR FRAMING Cut the four 2x6 pressure-treated CCA floor joists to fit inside the width of the frame, and nail them to the�frame at 24-inch intervals,on center, flush with the top using 10d common nails. For a really solid floor,hammer five 18-inch-long 2x2 pressure- treated posts, one at the center of each joist. Pound the posts 12 inches into the ground and nail each post to the adjacent joist.Then cut off the excess posts above the joists. Do this at the mid-span of each 10-foot side-frame as well (see Figure 3.9). Lay two sheets of3/4-inch,4x8 CDX plywood on top of the frame and nail them down using 8d(21/2-inch) nails,nailing one about every 8 inches along each joist.Cut the third piece of3/4-inch plywood in half,lengthwise, and nail one of the halves to the floor frame to complete the platform(see J01, 0, Oro J Ok setr,0144 104P J & At 4e V000- Figure 3.5—Floorframe AJ 'Per Figure 3.6—Squaring the floorframe FLOOR FRAMING 47 L.ffy F.L- f-6 ItAT Si.ATr- clze:Te -rlmw CID mr PCS5135LJ-� usr-11415, +AW gWUNP ESP -,0 FLXF- TliEl VoQe Figure 3.7—Leveling the rim joistframe t Figure 3.8—Bracing the rim joistframe JOIST im Zro I S-r Figure 3.9�--Floor joists 48 - THE BAslc 8xlO SHED Figure 3.1 0—Floor Figure 3.10). (Save the remaining half sheet for the ramp.) Test the floor for strength by jumping on it.If you don't feel a"buzz"in your feet,it is solid. WALL FRAMING This level platform on which to work will make it easier to frame the wall. Starting with the 10-foot wall, temporarily nail two scraps of 2x4 onto the outside edge of the platform frame, to act as a brace. Lay a 10-foot 2x4"on edge" on the platform, against the brace. This will be the "sole" or bottom plate. Cut six 2x4 studs and position the interior studs at 24-inch centers apart. Lay a 10-foot 2x4 top plate along the top of the studs. Nail the top plate to the top of the studs and the bot- tom plate to the bottom of the studs. Prop the wall up, temporarily in place, and follow the same procedure for the remaining three walls (see Figure 3.11, 3.12). By referring to the floor plan (see Figure 3.4) for dimensions,note that the wall with the door and the wall with the window have different positions for the studs. Don't worry that the door opening has a 2,X 4 plate along the bottom. Budd it just like the other walls,with a continu- ous bottom plate, cutting the plate out with a handsaw later. Also,note that the two end walls are set in 31/2 inches in order to allow for the thickness of the adjoining walls. An easy way to make sure that the framing stays square, is to tem- porarily nail panels of 1/2-inch plywood to the outside frame. Once the 177F, 15 0 T-ro M 7-XA -55T,0 Figure 3.1 I—Framing the wall WALL FRAMING 49 6022 PSR-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH LOCATION INFORMATION -------- PERMIT INFORMIAI'lUN -JAdde.. ER 0 Address- 1908 SEMINOLE ROAD [.ermit. Number 6022 32233 ROOF ATLANTIC BEACH, FLORIJ)A Permit Type: RE-ROOF --------- LEGAL DESCRIPTION N lass of Work: NEW Section: "ot: Block: )D F.1 n �t Constr. Type: WOOD FRAME RNG: 0 T Township: proposed Use: SINGLE FAMILY �ubdivisj-On * �)Vellings: I Code: 0 $0. 00 �-:stijjiated Value: Improv. Cost: $0. 00 Total Fees: $22. 50 Amount PBid ; S22. 50 Date Paid -, ju/20/92 ,,qc,rjr RFPLACE 8SU FLAT ROOF iiLWif� .jL--v BITTLIMEN SYSTEM UwNER INFORMATION -------- - APPLICATION FEES$22. 50 PERMIT Nafae; FOSTER WATER 111 P A CT FE E $0. 00 Addres- 1908 SEMINOLE ROAD SEWER -IMPACT FEE $0. 00 ATLANTIC BEACH, FLORIDA 32'. WATER METER phone; (904 )641-0330 RAD('A4 bAS-H, q. S- so. uu RADON GAS !�O. 00 CONIRACTOR INFORMATION WATER TAP $0. 00 Name: DUVAL ROOFING COMPANY SEWER TAP $0. 00 Address: 2759 ST. JOHNS BLUFF ROAt HYDRAULIC SHARE iio. 00 JACKSONVILLE, FL 32216 RE-INSPECT FEE $0. 00 Licerlse: CCC044053 Type: SEC. H IMPACT FEE 00 OTHER NOTES: NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE BUILDING MATERIAL, RUBBISH AND DEBRIS CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER THE MECHANICS' LIEN LAW CAN RESULT IN "FAILURE TO COMPLY WITH BUILDING IMPROVEMENTS-59 THE PROPERTY OWNER PAYING TWICE FOR �! ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATIONTOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ATLANTIC nHAC11 PEIiMIT APPLICATION ROOFING A d d r e s s: Y\U L12 cSL4 _QCI�Phone: r,Ot 13locic or lynit It Subdivision____ Contractor: ---v0L CIZ) Address:_Cc -C�[ /,-d 4 --Phone: �10 A State License No.---Qz� 0�XIS B Arc, Describe work to be done: Materials to be used: in r) Signature OWNER: ' Date: Signature (fONTVAC�T;OR: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030344 Date 5/19/05 Property Address . . . . . . 1908 SEMINOLE RD Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 13600 Owner Contractor ------------------------ ------------------------ FOSTER, JOHN METAL ROOFING PRODUCTS INC 1908 SEMINOLE ROAD P. 0. BOX 475 ATLANTIC BEACH FL 32233 MARY ESTHER FL 32569 (800) 921-7663 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 150 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 13600 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 150 . 00 150 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 150 . 00 150 . 00 . 00 . 00 PERNffT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ilk 101 z1%. (- , BUILDING OFFICIAL CITY OF ATLANTIC BEACH Cc: D. Ford —riiggi:nsD — -9[ r BUILDING / ZONING DEPARTMENT 800 Seminole Road C-V o-eg:rrir Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: Applicant: M(-.+, A,l k 6 Lk Project: &ao� J Th�yermit application has been: El Approved Reviewed and the following items need attention: UAM 4 aid 4 SE—BUZ13111 /is A5-(--6 A- r z2s A--- ro\-,,. oz yo V-4 Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: AFR. 1. 2002 4-50PM CAC MWORT-DOWN NO- 0141 P. 2 XW*W Ra,'U MR 7319 woman%W &.I- UWWWAb,OW 44ii An April 1, 2002 Mr. Todd Miller- PresiderTt Cla"o Products Inc. 8510 IndustTy Park Drive P-0- Box 701 Pique. Ohio 46356 DOW Mr. Wier: I urn forwarding this ledtor of certification to you sit the request of Glenn KJng. Ail Material produced at Commonweaft Aluminum's Newport Rolling Mill to the Classic Products specifications listed below moets the chemistry and mechamical property specifications for 3105 H25 as outilned in ASTM 8209-01 and is Cgrtfflable to ASTM 8208-01 as 3105 H25. figogtragorm 3105 H26 — 18.188" width 3105 H26 — 30.000" width Please lot Glenn or I know if you need clarification on any of the Infortrwtion Provided. You can contact Glenn at(740) 922�8324 and I can be contacted at (740) 922-13393. Sincerely, -Z>Wue�-E, A:L� Douglas E. Glbtm Technical Manager — Newport Rolling Mill APPROVED CITY OF ATLAN11C BEACH BUILDING OFFICE MAY 16 2005 04/02/02 TUIR 08:51 ITX/RX NE) 73271 Q982 GUNGER ENGINEERING 207 CRYSTAL CT NICEVILLE FL (850) 897 7891 LIC NO 47540 Date 02 April 02 Don Ford Atlantic Beach City Hall 800 Seminole Rd Atlantic Beach FI 32233 Subject.- Certification of Aluminum Alloy Sir, I have been requested by Metal Roofing Products Inc, Mary Esther FI, to provide a certification letter for their product, Rustic Shingles. This product is produced using 3105-1-126 aluminum plate, I have attached a letter from Mr Douglas Gibbs from Commonwealth Aluminum, the aluminum manufacturer, as well as a copy of a page from the 1998 ASM Handbook, Volume 2, which lists this alloy of aluminum as being under the ASTM-8209 specification. I hope that this satisfies the questions surrounding the applicability of this material related to Table 1507.5.3 of the Florida Building Code. If you have further questions, you may reach me at (850) 897-789 1. Michael Gu g PE Lic No. 47540 CD FE k f; 9 rpc; < p to,;h. tz! wl kA)Q a LA �06 4�-4!!t=rCsn j. 2L t4e. �t&%%Sss n 1A *DID n cr t2 u u v $1 EL L -16 00 -j Ir a x AS FS, �g a cr & AL 'A : : � I a- P. go =i < = i4 iA 14 P.O. Box 475 Mary Esther , FL 32569 MeW Rodbig Produch 111c. EmaW METALRP@aOI-cOrn Web� MRP-METALROOFINGPRODUCTS-cOm PH:850-244-7165 FAX: 850-862-6288 Toll Free: 1-600-921_7663 Fax Date: To: From:- -"K." Fax: 7IT 541- S?10 0 Ph- Total Pages: Remarks: Ald(2, ri-da-4 X-Vta CA kc- i A' Ov -26 --.Z-) LAIO F I lotida Building Code Odine Pap 1 of 2 Overview pfodod Suarch Ow"nttAon Search ApoWmbon User: Public U= Not Associated with Organization- Application M FL1674 Date Submitted: 02/0212004 Product Manufacturm Cl"c Products,Inc. Addreaw'Phone./emafl: 85 10 Industry Pmi�Onve Piqua,014 45356 (937)773-9940 Technical Representativc: Eric Veress Taclinical Representative Addreswftone/emil: 85 10 Industry Put Drive Piqua,OH 45356 ancV@c1amcroof cam Quality Assurance Representative: Tom Ward Quality Asnwanoe Reprcscutative 9510 Industry Park Drive Addressftotielema& Piqua,OH 45356 tomw@clasmcmd oom category., Roofing Subcategory: No a-struct"Metal Roofing Evaluation Method: Testing Repon Referenced Standards from the Florkla Building Code: JmAM &Md Ymr 1507.6 UL 590 1994 Testing Lob; Amhft=tuvJ Testing,Inc, Quality Asawanot Entity: Underwnters Laboratorica Inc. Validation Entity- Stan Aberuathic,P*F Authorized Signature: Eric Vo%rss ericV@cl1smcxoof-com Evaluation/Test Reports Uploaded: . 4 - �, - 'C'. f F-MD-1614-r-r-UgLe—5 N.pdt' http://Www.floridabuilding-org/Pr/p�--ded.asp?IPT-1674&RV-O&fm=ROSreh 1/31/2005 I'londa Huilding Code Online Page I of 2 rAM r '%r vr 'Ir I 01~41t, PrOdUCI Scafr;h 01`9011tZgWon Product seat0h Awflotion Unr. Public Us" Not Asmocatod with Organization- Nftd 11gla? Product 1classic Products, Inc. Manufactumr: E Categofy- I(ALL) Subcategory: Application/Seq#: (###or Application status, f(ALL) Evaluation I(ALL) Method: OxIa by: W manufactum r categoxy r Subcategory r App Seq# r St&t,,,, r Evaluation Method To edit Oil aPPlicaWn Iha(is NOT YET APPROVED.tog in, wmh for the Application/Seq #and click on the link under"Catcgor%", Re%;isLng APPROVED(only)Appljcations� Log in and click the"Revism Approved Application" button. Now Promet Search -P, "Gol App/ IN Mankidaduret Cdftgo Subeak-jory vawadon statm 1"Imaic on-structural Metal FL 1674 nxhk.ts,Inc. R-00im fins E Appawed t f864)64 7-106-5 P...,r- -9jo Page 1 1 httP.'//Www floridabuilding.org/pr/pr�_sreh.asp 1/31/2005 CITV OF ATLANTIC BEACH ROOFING PERMIT APPLICATION Date. Job Addriess: VAC21 '!�Q In=k,42 Owner of Property C='21C ge- GO -W-Avp �a Telephone' <RC4— gq,6 —,a ag Address: fDie - -s �Or—( - tate ficense Number: Contractor: Coutractor'sAddress: Telephone: !��M-gGLj Fax: Scope of Work: Deck Slope: _��Cffeater dm 2:12 Less than 212 Valuauonofwork- Product Name(Example:Timberline), -CCD�CIA manufactum(Example:GAF): ASTM Designation(s): Required 1nspectiomtns: eat1hningfandF' Date: Sign,atum of Own r Signature of Contracto Date, AS TO OWNER: 14S Sworn to and st9mcribed before me this dsy of 0-04 66 State of Florida,County of Duval Notary'sSignab=! mnft�e S.P040no [I Personally known ,-,rAee a 'Dor&-go- '.A W COMNMMN 0 OD109637 EXPRES QW Produced identificafion )u-27,2%6 -3oa-113 "'A'J TROY FAN"SV*AKt NC ;ed k.15 I BoNaf� Type of identificatim Vo&w AS TO CONTRACTOR: Sworn to and subscribed before me dus day of 1200/ . State of Florida,CountY of"l Notary 7 a Sigmu=: hi� Bonnie S�pabm Personally krKnvn ',*i MYCOM"SU)NO WjQWj 1 %4*27,2M6 wo;KProducod identification %AW "OV)TW Wy FAN 04MA40 W- Type of identification produced SW Seminole Road Adanfic Demb,FlerW[a 32233-5445 Telephone- (904)247-5800 Fax: ("4)247-SM5 -bttp:ltwww.cL&Iiastic-beadLfl.us Reviud V21/03 Page I CITV OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (New/Residential &Commercial) Daft; Job Address: V9012 t�p�avr-Ae. RD Owner's Name: G 12 Addressi �Cko!2 Phone; a"(,o Legal Description, Block Number: Lot Number. &J Zorung District: �Swc�Lic"se_Nurrtber: �2 9 6 .3 Phone: Cann-ROL -1 cityl�� 9-—s4vw L,— State�� Zjp:Z��9 Fax:8�50- RQ - ��aB%k Describe proposed use and work to be done: IRE --------- Present use of land or building(s): Valuation of proposed constructiow Is approval of Homeowner's Association or other private entity requirexi?NO If yes,pleaw submit witilt this application. Will this pmjcct hr*Aw cbanges im elevation,site grmk or any am of fill mawrial or tbc reumal of any trees? C1 NO. Applicant certifies that no chante in site grade or rig material will be used an this project. M. See Step 2 below. Approval of the Public Works Department is required prior to i"VaAce of a Building P t. tNO, Appkaot certifies that no trees wfJl be removed for this project. g& Reemmoval of Trees will be required for this projecL TREE REMOVAL PERIMT IS REQUMED. Tme Renoval Fee its to be reviewed by the Tne Conservation Board,wkkk meeft two does eacb a$**. Procedure; la order to expedite issuance of permits, please follow all steps and pnmde all in-formation so appropriate. Incomplete applications may result in delay in issuance of permit STEP L Veafy zoning designation arid proper setbacks for the proposed owstruction. If you me unsine of this infonnsuon, please contact the Plazining and Zordug Departinctit at 904-247-5826 in order to corr-wdy verify zoning de3ignartion. please have Property Appraww's Rcal Estate Nurnber avait" STEP I Contact the City of AAI=bc Beach Depamnent of Public Works to deterininc if a pre-conshwfim ot p09t-c0nzftVF-t*n topographical survey or grading plan is roquivd- (if not rcquuttk vmtwa verificatim must be pmvidod with this apphcation.) The Departinent of Public Work3is loczAed xt: 1200 SarApiper Lane,Atlantic Beach,FL 32233 Telephone!(904)247-5934 STKVI SubtuA Tree Rternoval Application if tirces arc to be removed or relocated. STEP A Please wbuul Ekalding Pemul AppIkAboa, Cra&W Code Fams, Nobec of Corruncritcauent, Ownerfr-oubuctor Affulavit if owner is coursew,and fout(4)complete sets of construction plow to the Building Departaxnt,which is located at the Allutic ,Beach City Hall,8W Seminole Road,Atimbc Beach,FL 32233 Telephom:(904)247-3VA S(W)Seminole Road -Atisixtic beach,Irlorlds 32233-5445 Phone: (904)247-SM - Fax: (904)247-9145 - kttp./fwwwxL*dantk-bewhfLus Pap 2 Ravind 1/04 In'addition to construebon and engineering detluL plans muA Contaw the followmS informatim as appropriate for the type of wart being pafwnmxL Scale of drawaags shotild be sufflaeut to depict all reWtrad mfonnabOn in A clear grid legible manner. 1. Current survey showing the prWcrty boundary vnth bUMM5 and distances mW ft legal devjVUon, 2. LocAmon of all structures, temporary and PMUNIe0t. including setbacks, bw1ding haght, number of stories " square footage. Identify any existing structures and uatm 3. If raqwrW by tbc Depettmwt of Public Works,a pre-constrwtion"VT*dW MMveY- 4. Any significant eavironrnental fcatures,including any jurisdicbonal wouaros,CCCI,natural wawr bodies. S. Lqp*rvWw SUrf@Ct AM CAICUI&tiOnL Include drivewayi,s�dewalks, pados and otber Irnpervkus Surfacm 9whoming P00ls may be excluded fmm total lrnpervi�SUrfaft 6 Provide drainage plans. 7 Provide erosion and sediment control plan. 8, Any od=documents requesited by Duilding MpL.Planning Dept.,Public Works and Public,Utilities- I hereby ocrtify that all information pmvided vath this application is corrcd A,r-' Date: Signature of Owner I hereby certify that I have mad and examined fts applicabon and know the mm to be true and oorrat All provisions of the laws and ordmanr4s govaromg fts type of work will be oonyhed with,whodw specified herein or not. The gmbxg of a Permit does not Presume to give authority to violate or c4mcd thc-provisions of any federal,state or local ruics,m-pilatifts,ordinances,or laws Ln any rommer,including the govermug of cDzistruction or the performance of cou3tnxtioa of the property. I understand t1wi ft isswKe of this permit is COMIMCM upon the above information being true p"qrrcct and that the Plans and no data haw been or shall be provided as requzed. ///zi, Date: 1--24d V" Sigmnxt of Conftutoi/ ' Address and contact information of person to recem all correspondeucc regarding t1us application(please print). czmJiName- k — Mailing AAdmss! Phorte: Fax: xi,),- 0a E-MW: AS TO OWNIER; Sworn to aW subscyibcd before me this day of O/V' State of Florida,Camty of Duval NOLMY's Signatilre: Bonnie S.Pollone MYCOMWSSION* D0109M DARES lune 27,2006 0 Pemnally known 00NUO THRU TPOT PAM MbUQAwt W� ;5,,Produced idwtffication Type of idcratification producred-Z2L 996:7 N 31-30; 63 N-7-0 AS TO CONTRACTOIL' Sworn to ard subscribed before me dus Q20 day of '20-0/. State of Florida,County of Duval N J BQr'A*S.Pollone ;7pemnally known C3 P"xhiced identification 2006 -ation produced WiT WN IMMAKL 11r- Type of idendfkc goo SewbmAe Read -Adan*Reacb,I%Kida 322331-5445 Page 3 Phone: (904)247-SBW - Fax: (904)247-SM - bftp-.//wwwcLadantic-beachfLus Re"sed I M4 Book. jel6a Page 1735 NOInCE OF COMMENCEMENT Stateof t2-7 ooce� Tax Folio No.- Countyof To Whom It May Concern; with S The un4arsiped hcmbry informs you that improvements wtU be made to certain real property,and in accordance ection 713 of the Florida Statutes,the following information is stated im this NOTTCF,OF COKMENC,.F.MENT. pro rty Wag impr, ed: 12( Le Al description of �CALL_�, 41�(,, ,5w 71) r, 1D Addres of property being improve& I tgAl", T\c General description of improvements: Address! L Owba's interest in site of the improvemew: fee Simple Titleholder(if other than owner): Nome: Address! C�Ptractor. Addreu:__'S��- A PbowNo;!i�_1Z11&11__ _OSQ;6�!) Fox N--. —k�� Surety(if my). Address: Amount of Bond$ Phone No- Fax No- Name and addrou of any person makmg a loan fo r the construction of the improvements. Name: Address: PhQwNo: Fax No:— Nome of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served; Name- Addres97 Phone No-_- ---Fax No;_,__ In addition to himself,owner designates the following person to receive a copy of the Licnor's Notice as provided in Section 713.D6(2)(b),FlorWs,Statues. (Fill iA at Owner's option). Name; Address: Phone N Fax No; 0' Expiratim date ofNotice of Coinmencemont(the expiration datc is one(1)year from the daft of recording wdm a different date is specified): TMS SPACE FOR RECORDER'S USE ONLY 0 AAA/901 A YPA�� sign : — Daw Before me this of in the County of VqyW State f F1 has personally 9 an peared :Mq C_iik;A ei%04373543 Notqry Public at Large,Sta of Florida,County of Daval. Qk: 162 My commission cxpuvs;.- -7--kop(�, Pajoi 735 Personally Known: FilW & bCQpd@d Produced ldentificZ�.-ML. 202- 1,Jr_FF'9._Q Jim ljor4 07.36-.26 PH efep I- CLERK CIRC ,#IT COURT DOW Cow Bomia S.0011WW MVCOMWAONV DD109637 FOES )une 27 F=A,"W CLASSIC ALUMINUM ROOFING PRODUCTS INSTALLATION INSTRUCTIONS WC For further installation instructions, see our 80-page Detaikd InstaUation ManuaL To request a manual, or for any other 'installation questions, call our factory at 1-800-543-89386 Open Valley Kid 6 Cap Vent Pipe Flashing Flashing Coll Hip Ca Eave 5tartcr 5trip GaWe Capa ()p, Gable Edge Trim 7w ThIs abridged manual provides Instructions for these metal shake systems: \14 50' 1. SH-401 RUSTIC SHINGLE RSH-601 - ROUGH SHAKE 4' Ilk \4 701 -REGAL CREST SHINGLE 801 - HERITAGE SHAKE 0 PA rustic shin le y Otesting Laborator classic products the best metal roofs under the sun These Independent tests prove that Rustic Shingle Delivers on the benefits we promise! Rustic Shingle was applied to an 0 x 10 ft.plywood Results were reported for each Of four segments of the #MDC-92 dock Which was constructed to Include a valley.All lost,with winds at 35,70,90 and 110 miles par hour, The Center r testing was done with the deck positioned at a 2' respectively,qa4m with 8.6'per hour simulated rainfall. OM 6C Ce pe for Applied C in 12'slope(recommended Minimum pitch Is Results lor each sagment of the test were Identical: in per Dade County 3:12).This dock was then sublected to varieties of Engineering, Protocol Protocol wind and wind-driven rain,cuiminating in the final "No lift or movement Of any components occurred." Inc. PAIOO-94 test segmsrd of 110 m.p.h.winds and simulated "No water intrusion occurred.* 6.0'per hour rainfall. 'The RUSTIC SHINGLE system appeared to reduce the average daily m trxi'z*was Florida lwi*hovo�iq% coiling host flow I nto the conditioned space by 34 ps rcent Proprietary�' ' sition Y�. Solar FSEC-CR 'Rgures...show the IftWe surface of the plywood roof decking to be significantly cooler in the Wmtic Shingle attic.it follows that the attic air Energy .,-,-A, also Wder in the Rustic Shingle 143-06 monitored, and insulation surface temperatures are fc.. Center several W lift J lij-' is that Rustic Shingle alurrilnum shakes SIMLAa result of the fire tod roof U13C SOW:� T re listed by I. 06se A.8,or C fire railings,depending .i1W of plywood at a 5 a No. 8Vt-'i I upork Rarntech dock was tooled with R fiaVm@t*,4W In cor4unction with the shakes. undo the n lzed as a national standard for with 1. as specified by the 1.6, re fallrogo artMifto Laboratories, A instruictions.A well-I Inc. fib g brand a bu roofing fire-salety,44-ibM6 areas of the country have even '--burnin Ich do not most these high standards. P .,,WOod]was pi**W an the dock, IMRary� ASTM all lost aarnplee;�.*+*h '.!(ynar formulations of Rustic Rustic ShIngwih ftq gandlOd"r.. On both to W. WA,&M'kMiTM- nce, on the appears Finish.This result A' LILLY D-1308-87 was as expected 06 procedure 3.1.1 orgs::Thlo col V',OfitiN mar,664 roffen an Identical warranty on both thill:W%An'd 7 ions. Ully Industries.Inc. under a we"gtau 00'06114:int' 0%Kytipy' evepores,06fair.,twelve: With. fflo' llon rovesiod:'No evidence of M.UL 2218 A-3 b#3-066i bAO'%O ,ecI lietorl" e;�W liptitting,rupture,crazing,of Other I covering system.' UL 2218 the W PAO.M.'a 0. a ,krlipoct Reellstanc inlisSii@40-bd.IL. :Vkwyw,vv, TWTW Ste of Preporwilif Roof nc Intedek Covw*V Adetartaf- then dropped from I on&that some Inswence Testing to a 2-inch steel ball dropped fro '20 lost'. .cisss IV me Services companies mo�cMit'dislownits for hall-realolient rocifing. a Clossic ptwuctL jric.PP-,rs&"-2l-02 .07400 Manufactured Wd SWV Specif ications PART1—GENERAL cautions to protect the confers an I.C.B.O. panels from damage Class C fire rating for 1.01 Product Name during installation. both now and reroofing and Description applIcafions. The B. Warranties following are types of Rustic Shingle This product carries a underlayment needed Lifetime Manufacturer's to meet Ulass A or 8 124 x 24" interlocking aJuminum Defects Warranty, a 50- ratings: panels pressed to simulate year Limited Warranty wood shakes, Used for resi- an the finish and the New Roofing Close B dential and commercial roofs, base metal, and a 20- One layer of 72 lb. sidewalls and mansards. year Fade Resistance fiberglass mineral Warranty. Full warranty surface cap sheet. 1.02 Manufacturer details are available Classic Products, Inc. from the manufacturer. New Roofing Class A 8510 Industry Park Drive Two layers of 72 lb. PO Box 701 C. Codes fiberglass mineral Piqua, OH 45356 U.S.A. Rustic Shingle is listed surface cap sheet. phone: with the major building 1-800-543-,8938 codes. Please inquire Reroofing Class B tax: for details. One layer of 72 lb. 1-937-773-9261 fiberglass mineral 1.05 Protective Properties surface cap sheet (for 1.03 Scope of Work A. Thermal Performance reroofing over wood The scope of work includes, The Rustic Shingle shingles); one layer of but is not limited to, the installa- system has been 28 lb. asphalt-saturated tion of all pre-formed panels, proven by the Florida fiberglass roll roofing pre-formed accessories and Solar Energy Center to felt (for reroofing over field-formed accessories such reduce attic heat gain composition shingles) as miscellaneous flashings and by reflecting radiant attaching devices, as well as heat. sealant and touch-up paint where needed. B. Wind Resistance Rustic Shingle has 1.04 Quality Assurance been lab-tested to PART 2--PRODUCT A. Contractors withstand winds and The installing contractor wind-driven rain at 110 2.01 Materials will comply with installa- miles per hour. Addi- All aluminum materials, includ- tion procedures outlined tional fasteners can be ing pre-formed panels, pre- in the manufacturer's used for increased wind formed accessories and Rustic Shingle Detailed resistance. flashings, and matching Installation Manual. C. Fire Resistance coilstock are made of .019N Installation questions The normal underlay- 3105 H24 aluminum building will be posed directly to ment of 30 lb. asphalt- products sheet, consisting of at the manufacturer. The saturated organic felt least 98% recycled content, installer will take pre- 014M Manufectured_ftoo"arW Siding Specifications L 2.02 Finish over asphalt, composition, Insulated panels can All materials as listed above fiberglass or thin wood be used in conjunction are coated with Lillys Kynar shingles, a minimum underlay- with standard panels. finish, available in nine stan- ment of 30 lb. asp,'ialt-satu- dard colors. Custom colors rated organic felt is applied to 3.05 Fasteners may be available. the entire roofing surface using On installations with plywood I Wablifil-Iluad fuu1irly 404 flati6. vf bitioilist-duckiity, alurnkium 2.(rJ AddiDonal Materials Ocfor to 30diOn 1,05C f or 3crcwshank nails, available Other materials available from �';tails on fire rating's'for" from the manufacturer, are the manufacturer include different types of underlay- used in sufficient length to fully matching terpolymer butyl ment. penetrate the docking. rubber sealant, nail clips, touch-up paint, pipe flashings, 3.04 Panels 3.06 Pro-Formed Accessories and screwshank nails. Rustic Shingle panels have a The following accessories are four-way interlock system that pre-formed by the manufac- locks each panel to the sur- turer and have the same finish PART 3—INSTALLATION rounding panels, Successive and colors as Rustic Shingle. courses are started with full, Note: Installers will work from 112, 3/4, and 1/4 panels to obtain A. Eaves above the shingles wherever the proper stagger. The 12m by The shingles are started possible. On steep roots, 24"panels are secured to the at the eaves using SH- shingles are installed using roof using a nail through the 402, a 12' Eave Starter appropriate scaffolding, ladder built-in nailing tab and a nail Strip with integral drip jacks and walkboards. through r one Nail Clip (SHA09). edge.The combination The Nail Clip is attached in the starter strip/drip edge 3.01 Pitch middle of the panel's top lock. prevents water from This roofing system is designed This allows panel to expand blowing under the for roofs of 3:12 pitch or and contract as necessary. On shingles at the eave. greater. It can also be used for installations over existing mansard and sidewall applica- shingles on spaced sheathing, B. Gables bons. the clip can be used on the Two gable methods are right-hand lock at a level which available:the first is 3.02 Decldng allows secure fastening SH-417 Gable Edge Rbitic Shingle's low weight of through the old shingles and Trim, a 12`911--th-onb 45 pounds per 100 square feet into a lathe board. lineal channel, SH-405 allows installation over existing Gable Trim and SH-406 roots. Installation requires solid A. Insulated Panels Gable Caps are the docking or existing wood Rustic Shingle panels second option, giving a shingles left in place on top of with optional urethane staggered course spaced sheathing. Rustic foam backing feature a appearance when Shingle cannot be installed I.I.L.-approved, viewed from the gable. directly over spaced sheathing. sprayed-on foam Special gable flashing system. These panels for flared gables is also 3.03 Undeirlayment provide additional R available. In the case of either a new Value as well as rigidity roofing application or reroofing for heavy traffic areas. 07400 ManufaCtUred Rooting and Sid* Specif ications C. Ridge Caps be concealed by the 421 is a"J"channel Prior to Ridge Cap next Hip Cap. with a return flange on installation,the ridge is the roof deck and a leg made watertight by E. Valleys extending up behind the bending t�e JaSno I VV0 Vallrly 5�-SL61 I 1b di U siciewaii covering. I he of shingles ovpr the available: SH-12v_ bottom of die �X chan- ridge or by installing a Open Valley and SH. nel rests on the roof field-formed Hashing, 418 Closed Valley, Both deck, under the Ridge Caps(SH-407) systems feature protec. shingles. are started at the gable tive flanges to prevent and continue the length water infiltration. Closed 3.07 Field-Formed of the ridge.The bottom Valley (SH-418) is Accessories butt flange of each strictly for roofs of 6:12 In some cases, flashings are succeeding cap is or greater pitch, in field formed using a hand joined to the top flange areas not subject to brake- Flashing Coil for this of the previous cap. rooftop debris such as Purpose is available from the Each cap is attached to leaves, ice or snow. manufacturer, again with the the roof with four Nail Open Valley (SH-425) same Kynar finish and avail. Clips attached to the can be used for all able colors as Rustic Shingle. retum flanges at the top areas. Consult the of the Ridge Cap, two manufacturer concern- In every case, uphill flashings on either side of the ing which valley system must overlap downhill ridge line. Aluminum to use, if necessary, flashings, Consult the manufac- ridge venting systems turer concerning any unusual can also be used. F. Vent Pipe Flashing flashing application, Aluminum-base D. Hip Caps flashings with neoprene A, Attic Vent Flashing When shingles reach a boots are available from First, shingles are cut, hip, they are cut and the manufacturer. and flattened if neces- formed to lap over each During installation, sary, to allow for the side of the hip line by return flanges are bent installation of the attic no more than three on the sides of these vent. Sealant and felt inches. Hip Caps (SH- flashings to prevent are then layered around 408) are installed by water from running the opening. When locking the front edge of laterally. As always, shingles are installed each hip cap onto the uphill flashings are kept uphill of the vent, it is butt edge of the on top of downhill important to keep all shingles on either side flashings, uphill flashings on top of of the hip.The top lock downhill flashings. of the shingle is slit G. Sidewall Flashing Shingles will fit tightly enough to allow the Hip Where the roof meets a around the vent. Seal- Cap to extend Its full sidewall, Sidewall ant and touch-up paint length up the roof. Flashing (SH-421) will are applied as neces- Fasteners are driven be installed to prevent sary. through areas which will water from getting under the shingles. SH- 07400 Manufactured Roofing sind SWkV Specifications B. Chimney Flashing 4.02 Repalra A saw cut Is made into In the event of limited damage, the stone or brick, shingles can be repaired by parallel to the root deck capping over damaged panels and approximately six with now panels. More exten- inches above it. A sive damages are repaired by flashing is bent to oe removing existing mot sections. received Into this sav� cut and to extend down and out onto the roof deck about five inches with a return flange. Shingles are installed over this roof deck flashing and butted against the side of the chimney and sealed. C. Skylight Flashing Only skylights which extend at least three inches above the roof deck are to be used with Rustic Shingle. A flashing is formed to extend up the skylight side and out onto the roof deck with a return flange, Shingles are received against the side of the skylight and sealed. PART 4--MAINTENANCE 4.01 Walkabillty Rustic Shingle panels can be walked on their upper halves Insulated Rustic Shingle panels can be used for roof areas subject to heavy traffic. Also,planks can be laid on the installed shingles (protected by carpeting,cardboard, etc.)to distribute the weight of root traffic. A . 4 - 64 REY�LQLDS ALUMINUM MILL PRODUCTS i3pical Priopgraes July 16,1978.Oupomdes all Previous louse. WROUGHT ALUMINUM ALLOYS .TYPICAL PROPERTIES TA91.5.1. TWICAL MECMANICAL PROPERTIES(D lCominued). 7h# follo-"g tyPk&l PrWIlIrtits are not guaranteed since in mo$t C&SM they&/V averages for various sizes,'product forms and MOM* Of Mmuftctum and may not be exactly repruivnestive of any particular product or site. Thew daft Ve intended only&&a bW& fOr COMP*61"I'S'alloys and tempers and should not be specified as enq�neering MQUiftments or used for dvsijv tou'poseL T L NS#ON 04AMONESSI SHEAR FATIOU I e moo I U.LUS GTRIENGTH 6LO114GATION IN ALLOY kal 21NCHES AND Poe asm GRINELL ULTIMATE ENDUR. MODULVS(DOF TImpEn NUMBER SMEARING ANCE ELASTICITY 500 Kg Load STRGNGTH LIMIT Y1010 Itle inch 1/2 inch to m,,nail kit k9l kof 202&TO as 37 1110 35 2030-T4 49 25 24 10.4: 103 10.3 10, 2147-T4 43 24 27 70 20 14 IIX3 K 10 1 ZHO-T72 37 11 95 30 10.8 10 3 2219.0 25 11 2219-T42 62 27 20 1016 103 2219-T31.."si 52 36 11 113.6:103 2219-T37 57 46 11 19's 103 2219-T62 60 42 to 10.6 103 2219-Tal'-T851 Be Is 16.6 103 at 10 Is 10.6 101 2210-T37 so 37 to Is 10.% 103 3000-0 16 30 2e 1 7 x 103 10.0 3W3-412 is to 10 20 35 112, 10.01. 103 3003-H114 22 21 a 16 40 14 9 10.0 103 3003-HIS 26 25 5 14 47 is 10 10.0 103 3003.H 16 29 27 4 10 55 16 IQ IC1.0 lo, Alcled 3003-0 30 40 11 lo.o OR 1o) Alolad 3003-H12 is 119 10 20 12 ICA it IQ" Aided 2003-H 14 22 21 a 16 .14 10.0 x 103 Alclad 2003-1410 28 25 5 14 Is 10.0.103 Alcind 3002-Ml 8 29 27 4 10 Is 10,0410, 3004-0 26 10 20 25 45 Is 14 19�0 x 103 3004-432 31 75 10 17 62 17 Is 10.0 it 103 3004-H34 35 29 9 12 62 is 15 10.0*103 3004-0430 28 33 5 9 70 20 .16 10.0.103 3004-H28 41 36 6 6 77 21 Is 10-0 x IQ, Alcled 2004-0 26 10 20 203 10,0 Alclad 20044432 31 26 10 17 17 10.0 x 103 ^Wed 3004M34 35 29 9 12 is 10.0 x 103 Alclod 2004-H38 36 33 B 9 20 10.0 3. 103 A Wad 3004-H38 41 36 5 21 10.0-*1 2105-H215 25 23 a Is 10,0 x 103 4032.1"s S5 46 9 120 30 is 11.4 )410) SIM-0 25 20 11 19.0 x 103 b0ca-M 12 10 14, 10.0 it 103 23 -22 9 14 10.0 a 103 26 25 1 is 10.0 x IQ) b0cm-wis 29 28 4 16 10.0 x IQ, :O06,H32 20 17 11 36 14 10.0 x 103 oos-"34 23 20 41 JA 10-0.103 OWS-H36 1 26 24 40 Is 10,0 it 103 5009-H38 29 27 51 Is 10.0 a io] 90010�0 21 a 24' 36 Is .12 10,0.103 0096-H32 25 21 9 46 17 13 10.0 x 10 SOSO.H2& 28 24 a .. . 53 in 13 10,0XI03 5086-H39 .26 7 so . 19 14 lo.o. 103 Saso-"30 32 29 63 20 14 10.0 x to, Alcled 6060-0 21 a 24 75 10.0 x tA3 Ateled 810504432 23 .27 9 10.0 h IQ) Agated 901110-H34 " .24 .6 10-0 x 10, Atelad 6050-H36 30 26 7 19 10.0% 103 ^ItJ*d SCOO-143111 22 29 5 20 10.0 x 103 8" Fookwtss cm Ngs 14-67. 14pywen M "VryAj ir ��amw-.-V 'Wrought alloys Continued from page 16 Resistance Typical mechanical properties 1) to c6fripsion Weldability(j) Elongm tion In 2 in,) Typical a, C, Alcoa Is is c V Wrought .0 r. E 5 alloys Q 0 a E 9�e a.1 Z. I is V E W Ad E r V A - c H. u elf z 0 V 3: MW r. 5 -0 0 CK %in A 57 46 1 06 2219-TIBI A I - - 10,45 02 0 A D a 0 A A A 6453 SI 1C 15 - 10.6 102 0 A 0 El 0 A A A 69 2219-T31 .102 D 4w C C 8 0 A A A 52 36 2219-T37 1 0 0(a C 0 D A 22 l9-t57 57 1 r 11; 1 n q 1 Z451a.rei 100 0 C 8 0 0 C B 64 __S4 - 10 38 is lis 10,8 11MI-1)(AD -9 A A I A A A 40 b 30 40 11 7 28 10.0 3003-H 18 0 .099 A A C 0 A A A A 29 2 7 4 10 16 10 5S 10.0 3-ow 10--, '098 A A A 0 a 0 A a 26 J0 20 25 16 1.4 45 10.0 A004.171 M DS&--A------A- r- r Of A A 77 3105-H14 098 A A a 0 A A A A 2S 24 It's -�6 - 10,0 3 105,H 16 098 A A a 0 A A A A 29 28 4 - 17 - - 10.0 3105-H25 1098 A; A a 0 A A A A 26 24 a - 16 - it 7 10.0 4032,rg- .09-7---C-f) a 0 0 --eF--C --S�-4 6 9 16 ---12-0 11.4 500510 -:ff7--7-A A E 8 A --W-9 18 6 29 10.0 5005-H38 .097 A A C 0 8 A A A 29 27 5 S 0-0 A A- -- 16 51 10.0 SO50-1-138 24 1-5 12 36 -10.0 OS .097 B A A 8 21 .097 A A C C a A A A 32 29 6 20 14 63 10.0 #---2T-30 18 16 47 i0'r 5052,6 097 A A-- 0 C A B 2 1,3 S052-1-138 .097 A A C C C A A A 42 37 7 a 24 20 77 10.2 5056.0 A to 6 A 0 D --T2- 2-2 -267-7F0---6-5--I U-r 5056.1-138 .095 A 0 C C C 0 C A A 60 50 - is 32 22 100 10.11 0-80 6 42 $063-0 -W6 A D A 8 - 21 - 22 -5 - S083-H32i .096 A 0 13 C 0 0 A A 46 3.3 - 16 23 10.3 5086.0 096 A & A A 0 0 -C A A -T6- 1-7 22 - -23--.7-- - FO-3 5066-H34 096 _7 Atq 8 8 C 0 C A A 47 37 10 - 27 - - 10.3 5L5410 .10-0 A A a F) -C A el 3§'-IT--2 7 -- 22 T�e 10.2 5154-H34 .100 A a A 8 C 0 C A A 12 33 13 - 24 49 73 10.2 5154-1-139 .100 A A Qj C C 0 C A A 48 IQ - 1 28 21 so 10.2 3252-H�s .096 A A 34 2 11 - 1 21 - 66 10,0 5252-M28 .096 A A C C C A A A 41 35 5 - 23 - 75 100 ST54-0 7 A -A A Q 0 C A B -Tr-> l 7 22 - 236 .,2 16T2 ,3 5454-1-134 .097 A A a C a C A A A4 35 10 - 2 10.2 M6.0 .096 -Eii -W-D C A B 4 5 - 24 - - 10.3 5456-H321 .096 A 0 Be C D 1) C A A 51 3 - 16 30 90 10.3 5457-0 A A A 0 9 -A A -10 1 9 22 - 12 3T-70-T 5457.H2S .098 A A C C 8 A A A 30 27 6 - 18 55 10.0 5657.H2S -0(17 A A iff 0 8---A *-- A 26 24 7 - 15 So lao 6"6, 8 8 C A A A A 35 21 2�-25 24 14 65 10.0 606 1:YTr"0111 .,0)99,9, Wo- A C C A A A A 450 40 12 17 30 14 9S 10.0 6063-T5 ow A A a A A A A 27 21 12 - _j 17- 10 ---60 10:0-1 6262.T651 .098 5 C A A A A 45 40 - 17 30 - 95 1 - 7073-T .101 C 0 C 0 0 -0 C 5- 7 11 11 48 23 ISO 10.4 7079-T62 .101 C(9 C 0 0 0 -D _8 -871�68@e 45 10,4 [--7178,T6 .102 --C-@- C a 0 1 D C 8 889 78& 1 10 11 _I 0.4 Wor mar* comostis information, see Alvminum Amsociation, 510ndards No commonly used welding methods have so far been develoced. and Does. offset eal-ols 0.20 percent (�l For oil Alcoa alloyo. wrought and cost.the following data soofy: eased an 500.00o.oao cycles of completely reversed stress using the modulus at rigidity May be taken as %of the moovius of sia9ticity. A'R* Moore type of mot;n-Me,Affa.Anevirnsin(I.W.Merly.-C&L44-at"Wrance Pel4fain'S fttla fa.33. lim)(1. For Information on Axial strata fatigue.see neatest soles office. 1r,44 searing striengin is seliproximately actual to,i.8 times tensile strongo. Aiclad sheet is avadap4q in these 0110 is will%better corrosion FaBislarics provided a sionce. in direc 1,an of stress net. is not less than twice and slightly reduced mechanical Ir.pert,ol, Pat details,%at Alwmfnvm el:sv oih in*diem r of t 0 hold, Association Standards and Data. 0 Thesetypical aroperitesarielovalfaile for various tott"s,sizes and methods /�k Sizits greeter then Ils in, will have strengths slightly lower them these of manufacture,and may not iskilictly describe any one particular product values. or elite and do not Imply availability In all products, Since MiAtMUM 4D Extruded oroduets more than%in.thick have tilreneethS 15 to 20 percent levers%load values vor�with the commodity, itney are not given in this higher than these"lu - tab, but C v:9 4. ombafovn in the AlLimtnqjr"Aisociiiiion SlisriMP008"d Oat# @ Exleuded pfolcivClei KO strengths aporoAimatirly 10 percent higher then rzi Ratinos A through E a.,09 relative ratings in decreasing order of -tt-( (melt values (21 Die fcirg-gs ho,e strengths apo,ox,mately 5 percent higher than these bosecl an asposuries t Mum chloride solution by inlef-itlent sprayini Values, or immersion.Alloys with A And 9 ratings can be vasid A iridustrial and seacoast atmatisnisros without protection.Alloys will'C,0 and E ratings L1,Die la,lit,nies move a yield strength acio,o,i-evely 20 percent lower Inan this value. leenti,sily should be Projected.of least On f$y-ng surfaces. Me (D Ret-jils A throUlet, 0 far vicif"011ity and A through E tar machmati'lity, t.,g-gs have steengins approximately A Percent lower then these :to relative ratinela In order of decreasing merit. Patings&,*based 0. va I u0s. Jurritnum base*tiny%as a group and are not to be used in comparison in relatively th,ck sections the lat-1;is E. Tk,s rating may be chargicis for material hold at elevated temperatures With Other motals. 10,long oe"Ous. (D seal,niet,A through 0 too-it1deblity end ti,aze.bilily are relative ratings delined AS(allows; 4?,Stress-cottosoon cracking tiltinp A,9 and C are relative ratings defined A Gisnerally wolooble bit*11 CommercleJ procedures and methods as follows: 0 vvold*life With special techniques of on specific Applications which A No know--StonClf of failure in StIVICC Of�rl 011001`1111OPY tests. a No know,M -AStOACR Of 12.1.10 in service: laboratory failures only ly preliminary trials at testing to develop welding orocoClyre and under special Co--Clt�OMS- performance. C Sevince and lalwaToPy failures under SiDOCIal Conditions, C Limited wilkillotti sensitivity or loss in resistance -lialieved(TX5I of mec�;tbocauso of c;rfaclt a Heol.trgolable alloys ore also available in the stless to corrosion and Shiest properties. TX52)tempers. 17 ................................... .. ............... ............... .................. ........... ............. F-BY:NICHOLS-HOMESHIELD 8*58AM DAVENPORT EAST" 513 773 9261 ;8 2 Chemical Composition IlmIts/Itendards TABLE 6.2 Chemical CoMposition Limits of WrOught Aluminum Alloysom section AA i IRON COPPER ! MAN' MA46 Comw I GAN801 m*IUM lum IGCKIIL ZINC TITAN- vHgRes ALUMI. 1060 046 0.40 0,96 1 9.09 IUPA 5604D HUM 1000 0.96 0.06 Towli UIMA C.U. 0.06 0.05 0.03 0.030 .. 29.50 1100 0.26 91 , Fe ::005, a,.as 0.03 0.03 0.030 11430 0.66 91 * Fs 92.00 0.14&1 ire 0*10 ON',' 0,06 0.066 "100 0.02 0.03 01030D 017021 0.156 0.0 0,04 0.02 a, 09,43 oleo + 0.10 0.004 0.10 0.04 a, 10.71 1345 31 Re 0'06 0.04 96 0.16 96.00 0,03 0.40 0.06 0,110 003 0-030 09.30 is 0.10 A- 0.10 0.06 0106 0. 0 0.04 01030 02.15 0.06 0.01 0.05 0.03 04" am) I CAC 9j,ir 1 4.0-4,() 9106 0.030 =4Z 2014 1 0.06-1.2 07 30 1^ 0.44�:J.2 . - M., 01.80 9017 a'$".$ 20-oj .40 C.as* 0-16 Ft"i've, u 02"5 0.15 0-03 2011 as 0.40-1.0 0.40-0.8 0110 to 3*&,4,11 0*" allo, a 0-16 Remaindw 0 W 0.44-0.9 .25 0.15 0.05 0.15 20" Q.iv 0.10 t.7-2.3 ROMeinder 2025 OM-1.2 3'"'s U-30-0.9 1,2-1.8 0110 0.05 9036 3.9--S,o 0.40-1,2 0.06 0.25 0.15 oloa 0-16 ROmainder 0.00 also 9.2-30 Ojo-040 0,30_0.6 0110 0.16 Afmaindef oil? 043 0115 O.Ca 0.10 0.25 0.10 0.8 0.7 2.2-3:0 *OJ07 O,&D..O.jO 0. 0 Ole Remainder 2104 0.20 0.06 2219 016 AGMA111do? 0-30-0.0 12-18 010 0.06 0:18 Remal"d 0.9 1.0 31"'3 0.25 0.05 Clio is 3 'i .10 1.7-2.3 o.gs 2219 C." 0.3 16 0.20 1. -1. 0, oil 0.20 0. - 0,206-4-40 0.02 0105 0.19 Plemaincw 64-6.8 0.20-0,dO O-D2 0.05 all$ "is 0.1 0.9-1.3 0.10 O,io-0,20 0. 5 AwmaInder 0.10 0.15 lqom&jndw 0.7 010"0110 a. 0.10 Die 0.7 0.26 A 0. 3006 0.0 017 .30 0.26 3106 0 a .20-0.0 O.io (0). A*m4fndw .30 0,30-0.6 0. 045 0.10 a.. 40U 11.0-ij.6 .8 9.20 0.40 0.13 Aemaimder 0.9-1.3 0. 0.16 Rem.1.4- 0=43 DIOS 4043 4'"'0 0.10 0.60-1,3 0,28 4 Ole 0. 010 0.05 0.10 0.20 0.16 Flamainger 0.09 0.05 0,060 a-14 Remairvatt 0.8 a.- 0.15 0.10 020 0.06 41 0.10 0.20 015 Asma)ndsr DID 3.. .7 0,15 013 O.Orje 0.13 Asmainds? @.".a 0.8 0.10 0.20 Cie Remiumd9i 1 0.2 0.1r, 0120 SON 0.30 0.7 02D 0.30-1.1 0.15 Ref"41nder 11050 a'40 07 O.-V 0,10 0.25 0.15 A mainder Wg a �O o."O 0.10 0,10 0126 0.06 0.16 'as 0. C.10 0110 2.0-2.9 o,i&-0.3& Zmalmder 0 a 6068 0.90 CAD o.,O 0.05 0115 am 0.40 40 0-05-0,20 4.6-5.0 g.o&-0.20 0104 AtmaInder 5064 a. 0-10 0-40-1�0 4.0-4.9 0.0",ge (",a 0.16 Ptemalfider 0.40 0.60 0.10 0.20-0.7 3.3-4.5 0,05-0,25 UIPA 0:1�5 0.06 0.16 Remainder 0164 olu 0140 0.10 0.10 3.1-3.8 0,1".36 0.2a 0:15 0.00 0.18 Remainder also 0.40 0.10 0:20 0.05 0-15 PIOMBIrider 0.40 0.10 0.50�1'D 0: Boa 0108 0.70 0.10 2.2-2.8 0.036 0.15 plemaftir em 046C F 0.015 0101 3.1-3.9 0.15-0.36 0.03* 0 L 10 AwmalWar 3306 'AD 0.10 0.03-0.20 4.5-5.3 O.o".20 0120 0. 0.05 0.15 Asmainder a 0.10 -0, 5464 0.40 0106 to 0.050 .16 Aeonainday 0,10 0.50-1,0 2.4-3.0 0,0",2o a-*& 0.20 0.00 0:1,6, 0malmder 54511 0.86 0,40 MID 0.0-1.0 4.7-5.6 0.0"'go 0193 0.20 Cos 0.15 Remainder "57 41011 0.10 O-zD 0.15-0,43 a." Oi30 0.10 Refflaindr 0.26 a." 0.10 0.40-1.0 1,4-3.0 D,W-0.20 use 0.96 0.40 0.10 0.60-1.0 4.7-4,8 0,0",20 0,85 0,05-0-20 0,060 0.16 Remainder W2 0.40 8 + Fe 0.26 0,05-0-20 0.080 0.18 ftemalnese 0.01 2.2-2.8 Q-13-0,36 0.10 0.05 0.16 Remainder 61" 0,4 Ft 0.00 O.Ol 3.1-3.9 0.15-0.36 0.20 2.050 C.IS 6667 0.04 0.10 CJD Fw4im numbew tDOIA"j,See paw go, Ir 0 E 00) A 3t CD CD 0014 co I" w x X X izz J% .0 cD r- 0 LO 1:1100 1100 8 r4 0 OW 0 —U. 0 C� >� w 0 42 0 UIP (A eq a LO CD W) le [ere x x x x x x x x x ba cx < X U 4� bo P-4 C; Ac C4 .0 93 Id INSERTED�N'^, JrZ'CU T ItI'3Wft 6Ar FILT M(TENOS I i, DOWN FAXIA (UNMR Drw E DOE NOYCH TRIM 1" Ofr LEG 'rRfM I" F HOOK Illustration I Illustration NAIL CLIPS IZ' NAIL CLIPS 12" ON CENT—r-K ON CENYER DEHINO EX7KA CLIPS (DONT rLArrEN (DON*Y FLATTEN\ RETURN FLANC�PE RETURN FLANGE) 5HINOLES FOKMED OVER VALLEY RIDGE PAK49 Illustration 3 NOTCH E501-rOM 5HII GI-E!�__ Illustration MAKE ItIDGE WATERTIGHT OEFOKE CUT AWAY SHIN6LE tisie%LLIN6 RIDGE CAM FOUR NAIL CLIf5 V ALLOW FOR WOT rEIZ RJOGE CAr 0ENP 5HINGLES OVER KIPOE 5CRIEW5 &9EALANT FEILD-FORAAEO ORM A Z-FIECE FLASHINO AVURN FLANGES (CAN 13E i PIECE WITH IMWOE MEA5U?JNC?) CArS MEET IN CENTER Illustration 5 Illustration 1 FACE NAIL THROUGH FOLO DOWN. 5HINOLE&HFr.Af,THREE NAIL5 FACH SIDE OF H11'LINE ALONG THIS LINE (n&06 wff be cm-ed�y nowt cap) DIMENSION REQUIREO 51LIT TOP LOCK5 APPIZOX Z*' &SLIDE HIP CUT (Ar THIIZOUGI-i U T CUT AND 65NP 5HIWLE INTO J-CHANNEL DELOW WHEN GOING AWYE WINOOW OR DCIOK Illustration 7 Illustration , S"60 n%M be cut and beryl to lop the Open VANey Adge dome. Rifts Cape Who"a 111"a course reaches the valley.the s"IngW#W n"Into 71"MP 11 KA 041 wittertight before MMIng Ridge CWO.Fj "1) #VW (M4W"Nok*wydmtoMWbbootw"G"w~ftwlnWWtkg'aald ft0"vMftWy0WW%f_VWWM*jYWrn0go dam bond"top=11110,Of 91*0"war to F1096 by at Wort 26 th or *WW).The alfts shouild be MVW 814*POW Vw ridge dorn at ow OM"ft MOM to eftics ft Mp waittoitight.Ini"ifftld;lawlsd MWW Own on 04 ddgo Of ft gable end to lock the or*coo,over lop of ft shilinglie,and 1114'Poet It at ft b0tt0r, Of the shAr4e.Draw a The AM cop must sltw ji Into Gable Edge TrIM as a&Nngle &W to otir"O Vio*9"Hirlak wild CUL Than loild Ow resulting angleci would,or be barit sind 110 011111)10 UACIA ff G"Cape are used. hinge do"—the Open Viskey ridgo darn,go#W the bottom of tha AVW laPs the flange Of the$1110918 below 4(an Iftstrartlen 4� Ingliall Mdgo C4qm by engaging back flAnge into front flongs of Pf"bullY-Irlatmilad cape.Fenton with two Nei Clips on each return gongs(4 Par MO.AkfgV CaPS?MY be aWW at boo gable ends and Clooled Valley(S"I 6,RGN-61 a) ACDE work toward the mk"@,whom a hirm"ad cap athwhod vWtt,ghost Noiw*Ck�mdVa"sihoWdOntYbOuSedirsee noicublowto metal ter-ews wMl join!hm.Stal Screw heeds(em Mushwher;S) anY rooftop debria such-a lostvies.pine needles,W,of illnow.Lay CftW WIVY Pan In Piage as described for Open Valley Oovg.ow WNW shinglas im CINW%WAy. SPECIAL INSTRUCTIONS— FIRE-RETARDANT RATINGS Hip Capa D TIM nmW undorlsyrioM of 3o to.MOON-onturated organic W MM011's Wit VI a*116%40 ;v;jaA�mft uv- ;,;p ;Qr ft' '_3 6'-'!-C-"-0"-__C!:=-_=7r,fz,-�;Zth rz';;97W M;!!.-.j; Tft EMY 111310asis whid siderids ffxn than 3'peat hip one. use spipgrArilons.The folk-w—Ing are"m of undeftyment needed to meet extra Me"GNP on at h 4d the hip. CUM A Of 8 ratings., Hip rA4)9(SH-400,FISH-M)am Installed by lockling the from edge of iss0h MP OW Onto the butt edge Of the shl(Oss on alther skis of the Now Rooting cistils,s hip.The top lock of dim athingle a sift to allow the Hip Cap to @xtond Ito One layer of 72 lb.fiberglass mineral surface W ghost. U 1111110 up ft roof,Nails can be driven"oUgh 4rom to be 00vorad by the next Hip 04P,such as overlapped area of the next shingle oftraa and the VhIJI portion of ft Hip Cap(s"Iflualtrip"on 7).Note Now Roofing Class A thet 11ho Rep[Cresill SNnglo(701)rwfuirso the use of a diftroM Hip TWo layers of 72 lb.fiberglass rninaral surface cap shoot. Cap(708)-NOW that HIP Cape And Mansard C4"may be used wilhout ffwdfta#m only~each aide of the hip is to same pit*, RqWooftg Class 0 One laver of 72 lb.f1borglass mineral surfacti cap shoot Qor reroofing Mansard capti, over wood shinglaii);one layer of 28 lb,saphaft-saturotod fr1mrgla" For use an the owners of Misneard nx*or very ateep hip mofe, roll roofing fail(for reroofing over compoollon shingleii) Mansard Cap(SH-420,ASH-620)are Installed sIrnflor to Hp Caps, above.Note that the Rapt Crest Shingle(791)reQuIres the use of SWO Comers(716)In this Instance. SIDING INSTALLATION Sidswall Flashing ABCDE 81dowag Floatilng(04.Ql,RSKWi)In a-j-dumat with a return Note.-read rooting Instructions first to learn ba*Ws of ftrqo an ft roof dock mid a log extending up"wall which should SlUr"Inum Shingle instommon. , be Irmpled behiN the stdowall cavortrig.It the flashing cannot go To Install Ilia sidling,be&by installing Siding Starter Strip(SH-412. bollft the siding,nall it to to oldowall and goal,at geours to wan with RSH-612)around base of wall&,leaving 1/2'betwow Starlof Strip and 1wrnIrWW bar and wal.It ft sidowell Is masonry,treat as chimney Corners.Install shingles kA to dot Follow nailing procedures as per 2whing,beliaw (aso Mu6tradon 3). roo",dopwAig an the"of shIngle being Instaffad.A(so,be sure to stagger successive courses wM full, 1/t,1114 and 114 ShInglea- ChhraW Flashing ABE Install i-Chenriell oil top of wag to receive"of last course of MWo a%N"in ft njaponry above existing flashinge and parinflidl 10 iiihIngles.Trim tap Mingles as nocan"to ft Into J-Channel.Since ft rM dsolt.On the dmnhill We of the Mmnw floict-form a top kx*we be missing,top shingles n- a be nalled throvgh One FAW*V to be racelved Into V*W.extend down to the roof dock and Shingle 1. the i-Channal.Us*at lead hw alurninum nalls per 4'out an top of ft hMW shingles,bolum On sidan of chimney, shingle,and seal. flaWform Iflaiftign to be received Into the cuts,extwid down the chlrrawy wW 4'out aft the dock.Where a 4/4'ddge shoUd stand, inside Co"W" 7'ho%whings phould conItnue T beyond this Mae,Wiliam ffWY should trV811611 it VA*MWO strip Of W00d 11.110 hiiiide=rnero,_jVw.Install J- hMit W_ overotleodge Channel(SHA".SH-W4)with ft 15000 at#W lj*s against M wood, gInigar to Open Valley dop dam,above.The dow"ll andill Of netting to wage I r on center, Instell shingl"hio the J-Channol. chlrrg"SM flao*V@ ahoM rest on top of the downhill chirriney flao4ag.The UpW sift of ft chlirriney should be eftkoted"9 noshing atmid be formed to be received Into the'h'cut extend do" Window and Door Tnm&mnt D over the cricket.mid MK On top Of the ChInInGY 11IMS 11411111hil1W T'he Prior to reschilng openinaft,lm*WIJ Channel flush against window and uphW p~at thlo ngaNng*xxA lay beneath the ahtnglss above door rjXAdkV.Install shingles into vertical i-Chonnial trimmW to Ill. (sea lltvabvUon 2). W10M of vertical i-otortnel 3hcvtd rest outside of shingles Wave i,wta shingle*Into J-ChamW below Windows 9IM"MY to ft%Mng lop Vent:Pipe FlimishIng A E courgo of shingles so doscrIbAd above. Ingiall shifniglos above Bring felt I 1h,up wound pipe.and add an additional piece of f9h windows by trimming the sningive,2'below the base of the J-CWrM gggridlIng j(r tD ssM we,the downhill side of which should rest on and folding Via excess Into the J(000 IfluallIVIllon 111). fop of the shingles baneelh the vent pipe flashing.S"felt seamd. sopgotaity,srjnd p",With roolling corrient,Bond'/A*rolwn ftwgw Outoldet Conmrs D on 01 okids and top Of to M$Nrvg,Ingliffill Ow vent PIPQ"aiiiinfing('9H' Song Corriere(SH-413,RSH-61 3,716)omw the outside ODMIM 531 tu,%J-W)when enough 21'"193 have I I""16d thM the one par courm,Install skling cornom boison,to top,try capping basin. at go ftaf*V will lay on top 0,shinow oiow.Foeten"" comer over the butt ends of Ihe shkVWG and nalling wp NMe tD the flashing w1th Nat Clips satichod to the return tangos.Them Instsil expoIW corner. .'hi�WORW the PpV'CVAWV_a_sasory to g,,0W or4V th.pipe and neoprene boult to stow(See 1131KAX11*60n 511- DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH,FLORIDA PERMIT No._5964 PERMIT TO BUILD r6*00 i THIS PERMIT MUST BE POSTED ON JOB Date JULY 11 4329 1A 7/11/ 19 590-4 0 0171cf;' Valuation$ PLUIMBING Fee$ 66. 00 4325 1A 7/11/ 00 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that ATLANTIC COAST PLLTMBING has permission to*N9 INSTALL PLUMBING Classification R-ESIDENTI'A-I Zone Owned by—MARGARET CORINELIUS Lot Block S/D House No. I ()OR !E'R.M1T1\T0T.R POAT) According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ;0 4 111, 4 01 0 Building material, rubbish and debris zi from this work must not be placed in public space, and must be cleared u�pjqi#_hauled away by either con- trac or owner. Z:V—�'�o I"/,– Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT �c c) DATE NEW TYPE OF BUILDING OWNER'S NAME REPIPE RESIDENTIAL u et ADDITION COMMERCIAL LOCATION PLUMBING FIRM OTLA-44 ADDRESS 10 3'ed 5 F 1-4y- MASTER PLUMBER If r:/J'4j'F r please print CITY/COUNTY OCCUPATIONAL LICENSE NO. STATE CERTIFICATE NO. C ?-( -��2- C7 BUILDER OR CONTRACTOR r; C,ju5T -------------------- -------------------------------------------------------------------------- j SINKS LAVATORY 7- BATH TUBS URINALS FLOOR DRAINS 3 CLOSETS SHOWERS 2- WATER HEATERS I DISHWASHERS DISPOSALS I WASHING MACHINE - OTHER TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. SIGNATURE OF MASTER FLUmbhK FIXTURE UNIT BREAKDOWN FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. SEC. 27-3 (c) BATHROOM GROUP CONSISTING OF BATHTUB (W/OR W/O OVER SHOWER STALL, WATER CLOSET, LAVATORY & BATH HEAD SHOWER) (2 UNITS) DOMESTIC (2 U� TUB OR SHOWER STALL (6 UNITS) BIDGET (3 UNITS) - LAUNDRY TRAY COMBINATION SINK & TRAY DENTAL LAVATORY (2 UNITS) (3 UNITS) (1 UNIT) KITCHEN SINK CONBINATION SINK & TRAY W/ DENTAL UNIT OR CUSPI- (2 UNITS) FOOD DTS. (4 UNITS) DOR (I UNIT) KITCHEN SINK DRINKING FOUNTAIN (11 UNIT) DISHWASHER (2 UNITS) WASTE GRINDER FLOOR DRAINS (I UNIT) LAVATORY (1 UNIT) LAVATORY, BAK LAVATORY, SURGEONS (2 UNITS) SHOWERS GROUP PER HEAD BEAUTY PARLOR SURGEONS SINK (3 UNITS) (3 UNITS) (2 UNITS) POT, SCULLERY FLUSHING RIM SINK (8 UNITS) SERVICE SINK TRAP SINK (4 UNITS URINAL, PEDESTAL, SYPHON JET STAND (3 UNITS) URINAL STALL, BLOWOUT (8 UNITS) URINAL, WALL LIP WASHOUT (4 UN (4 UNITS) WASH SINK EA URINAL TROUGH EACH 2' WASHING MACHINE RES. SECTION (2 UNITS) (3 UNITS) OF FAUCETS WATER CLOSETS, TANK- WATER CLOSETS, VALVE (2 UNITS) OPERATED (4 UNITS) OPERATED (8 UNITS) TOTAL FIXTURE UNITS DEPARTMENT OF BUILDING PERMIT No.- 5963 CITY OF ATLANTIC BEACH,FLORIDA PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date September 7 19 31, Valuation$ MECHANICAL Fee$ 42 .00 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. OCEAN STATE HEATING k A NDT N-L,1�- This is to certify that ---At 770 1 9/07/ has permission tdX� INSTALL ERAT & AIR RESIDENTIAL Classification Zone PEGGY CORNELIUS Owned by— Lot Block S/D House No. 1908 sFMTNQT.R ROAD According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE _01 0 Building material, rubbish and debris zi from this work must not be placed. in public space, and must be cleared up aKnd,,-hB led away by either con- trac r r,�6wner. Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER BUILDING AND ZONING INISFE]CTION DIVISION CITY OF ATLANTIC BEACH, FLOaIDA APPUCATION, FOR MECHANICAL PERMIT W-"13RTANT-/,pql1oant fo ccKnplafe all ifems in sod�om 1, 11, 111, and IV. On �js 0 ��Ab"C_L 6,t.,, - St. 0 r,4- St. I-CCATION' (Norf�. Sovti,. Epet. Wvst) w RUILDNG Lot N- NocAl N 0 (State pori�or. of 64 if leu t�4pt fug 0--Attoc)i la-3&1 d*%,cripf;on por d**4 in dvp1;c4&t* if 11. r(n OF PROPOSED MIECWNICAL YvIORK - AJI tpplicanti cornp-4-fs Nrft A - D A- US�:- OF WILDING KESIDiNTIAL I S. Private 1. 0" f4m3y 11. C1 utility x 16. pw�lk (Ft'd's-ral, State 0'r "I 2. 0 Tw->tr m-ors Camily - 12. Scsccl, rbrsry, Fnfe.r ,vm6gr of roo�mt ct�*r 6&czt"l C. KATURE OF WOKK 3. E3 Trsi%s*;ent, mofsl, 13. 0 S f-o re, m4rcA n-f ile 17. Nrw ryvi�dinq rcom-ng �ouit - x Enfwr nwm6ar of un:ts 0 t+,W 1 [3 Flisfin3 4. [D Oih*t res;c1onfiAd 14. C] OTHER-SPECIFY I C] tfF4C*m"f of pfsfv�m 2'0.'< Niw ;rit*I4t;om (No.jyst" rr?-,;ovay ;^OeUd) 2 1. C3 bfv�-.;o-fi w adJLom �o "iit�ng rrfaeR. 22. [:1 O*�,r-Specc;fy 6. of-kor rs!;q;ov% 7. jmdvs!rikl 1. CD Gtrage, �4rv;cs ifjf;on 0 E. TYKE W 11JILDING 3& Numt>er of Off'.cp-. 64mi. profassio.,,l 10. 37. Wc->d fre" D. W_!!�:HAJ41CA_? E(�UIPMZNT TO tE Mb_7ALLED 38, �Jr�on-y and .--.cd (Pro�:d* somplets 1:0 or cornpomzn.h on b&c� of 6;$ form) 39. Pcinforcvd ccp,.crets 23. ;lu rn a c 8: Cl Space [D R az-""4 Co n"ral 0 F6W 40. st-ucN�Al st"I 24. 'kir Conditioning: 0 Room C&n'ral 2S. Duct Sys!6m: $gsisri4l M&xinnvm C4."city c5z>C> C.f-m. 26. 0 27. [3 Cooling fv.4r: Caotcity D-'IS SPACE FOR OPRCE USE ONLY 9.P^. (ze"ei�) 28. C1 Pro sp-:n1!*rs: Nv,,bar cJ k"d. 29. 0 Efsvafc� 0 Manl;ft 0 E"Istor-__[mumber) 30. L3 Ges-orime pwnpi-_(num�,st) 31. C3 Ts.,A�__[num!>ar) 32. 0 LF-G 33. [3 UFf*r*J pr"urs voutl Permit 4pto,*-d kry 04 t-s 34. 0 So'14 rt 35. (D Otbor - spf'-_ify permit F*#L-- 111. GENE;LAL IN'RORMATION A. Typ4 of kea ;rg B. is OTHER CONSTRUCTION BEING DOME ON 42. Uf�ctric THIS BUILDING OR SITF7 Iftw low, CITY OF ATLANTIC BEACH, FLORIDA F--A pproved by I APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:— 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. -R,f ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN I I NAME ADDRESS: 049 ,? 5�C–M/A/Otff RFD—BOX BLDG.SIZE BETWEEN: RES. APT. ( comm. ( PUBLIC INDUS. NEW ( OLDI REW. ADDITION ( TRAILER I TEMP X SIGNS SQ. FT. SERVICE: NEW( INCREASE ( ) REPAIR FEE CONDUCTOR SIZE AMPS 1c, COPPE ALUMJ I 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 OP N I RECEPTACLES CONCEALED ITOTAL 0-30 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. I VOLTAGE PHS NO. I H.P. VOLTAGE PHS MIS CELLANEOUS F797 Y- 1254-1 v -x:,n iimnF:pr%nnv OVER 600 V. INSPECTION LOG JOB ADDRESS CONTRACTOR--X5�� Zsz-c� OWNER BUILDING PERMIT # ELECTRICAL PERMIT PLUMBING PERMIT # MECHANICAL PERMIT FLOOD ZONE DATE SURVEY FILED called in approved JEA Temp-pole Slab Footing Framing -2 An Plumbing (R) -#7 E oe vftw Electrical (R) 4 / 0 6 Mechanical Fire Place Top Out 0 th er Electrical Final FINAL INSPECTION Certificate of Occupancy Issued COMMENTS : CITY OF 1*&*(ez Fead - 9&ud4 716 OCEAN BOULEVARD P.0.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 January 4, 1984 Pre-Service Section 3rd Floor Jacksonville Electric Authority 233 West Duval Street Jacksonville, Florida 32202 Dear Sirs , The following final inspection has been made and is satisfactory : Permit #3951 - 1908 Seminole Road, Atlantic Beach Permit issued to Brooks & Limbaugh Electric Company Sincerely, John M. Widdows_.�_ Building Inspection Supervisor JMW:ra 4- �6, 4 CITY OF 4da"'d Be=A-I&UC& Office of Building Official -REQUEST FOR INSPECTION Date Permit No. Time A.M. Rece /,-,-bistrict No. JobAddress Locality Owner N a m e "-"e' Contractor BUILDING PLASTERING ELECTRICAL / PLUMBING HEATING Fo ndation El Wire ... .. .... .f-] Rough Wiring ..F] Rough ........E] Rough u E] Finish Wiring . F-1 Final .........Q-1 Final Chimney E] Lath .... Framing ratch ..... . .El Fixtures .......0 Sewers ........C] Water Heater E] Fina I .... B,-'Bcrown ..... . .E] Motors ........r-1 Gas ..........El Footing .. . ....E] Finish ....... ..E] Temp-Pole ..... Cesspool ......0 Slab ..........C] Wallboard . ....E] Final Inspection.51 Top out .......0 Lintel Beam r-1 Water .........0 READY FOR INSPECTION A.M. Mon. Tues. Thurs. P.M. Inspection Made A.M. Inspector P.M. CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT 19 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 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. Egoole� 1�tVo 6- -1 T/2/( JOURNEYMAN ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE NAME (�ORIVLJ'L�5 —ADDRESS: IgOf lsf�mm/atc &0' RFD_BOX_ BLDG.SIZE BETWEEN:– RES.*_� APT. ( comm. ( PUBLIC INDUS. I NEW ( OLD ( REW. ADDITION ( ) TRAILER ( I TEMP. ( I SIGNS ( ) SQ. FT. SERVICE: NEWK INCREASE ( REPAIR FEE CONDUCTOR SIZE �J/c AMPS COPPER ( ALUM. RACEWAY SWITCH OR BREAKER L-Tu AMPS �3w EXIST.SERV.SIZE AMPS PH w VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN RECEPTACLES CONCEALED OPE ITOTAL 0.30 AMPS, rl-100 AMPS. SWITCHES INCANDESCENT TOTAL FLUORESCENT&M.V. AMPS OVER o_'O0 FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING 0 CONDITIONING COMP.=MOTOR OfHER MOTORS._ AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. I VOLTAGE PHS I H.P. 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" 0 W, 0 M t-4 > = t-4 �o r� ��N < (-_,I N%. 1 5 co rn 41 cl, it C� > Q 7"A 0 ct 0 rrC24- A- !'a. 0 00 J rri _x x TTI �l ot WM ct rt r 4 cn Ph a rn w cn m 0) t1i r4 jjj�gz 9�0 V �L 0 Gm C:) ts L4 0 GQ rn a :r R M C) (A 0 (E) IM:r a) 1-h 0 C) td C.), ol 10 ' o m W m rt 0 Lo 00 CA one -Al lb CL rt 00 00 C3 W C2 00001 :D_ t J4 P9 cl 4 -4 FZ C2 rp m U) tt 1 4. 7 ca 4 00 CA3 0 In �-d 00 0 cn 00 CD C) 4�-, M cn C�_ r o P 1: ef v ji� eC - -—---------- PL co e2. P'j 4 �44 el' 0,004e, �:2 74-4- 77 Lj L_4, e-?4 "r 4!t' 4-11 IL -r r-7 I-e-E:---t-4 ree L f.')P-4 or rj ii Fat CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT Address Phone ,?�/ Owner Z:14�- A d d r e s s Vrxlle �Phone Architect CL,&JA Addre I I Contractor Bglj,��z Rolp- s s'5'2;-V5' XR41AIC-7-OA, 401-IPZ// Phone License Number eRC012'121S —Expiration Date Lot #1,4guL. B -Block # Subdivision ZA� zoning _�5GL FM Street SAMI)VOLE RD- Between jq and ide zs Valuation $9�Wr.p6,- vo Purpose of Building A^ ym EType Const Dimensions : Building ;LO.6',q __Lot_11q V 1/ 15 0 Sz.Footings Sz.Piers Sz. Sills Greatest Span Sills *)Y" Greatest Span �6 Sz. Ceiling Joists /J,33 Distance on Centers Sz .Floo sts 7S Distance on Centers P �4" Greatest Span r a,, d' I-))'e 0� y Greatest Span 'R 6 Sz.Raf ters_J/1g1r1S ..._—Distance on Centers Heating 1pel 9,C_ Solid-Filled Ground_,�C/_Iti�A –Roof y 1�5.00' YA1'WC-Z& Flood ZoneX/0 If located within a FLOOD HAZARD ZONE fill out reverse of this application. Inspections Required: 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns/lintel. 3. When steel is in place and ready to pour beam. . 'i 0 0 n V .13 4. When framing, mechanical , rough plumbing and fire plac�! , . !;_;A,wG Kkll, is completed and ready to cover up . 5 . Rough electrical. 6 . Final inspection. In case of rejection, reinspection MUST be called for after corrections are made . In consideration of permit given for doing ear Lot Line the work as described in the above statement , we hereby agree to perform said work in En U) accordance with the attached plans and H. specifications , which are a part hereof, and CL in accordance with the building regulations M t_4 of the City of Atlantic Beach. 0 0 rt rt r H. (D Signature OWNERjj5 &Ml� Signature BUILDER Front Lot Line FLOODPLAIN DEVELOPMENT INFORMATION Type of Development : New Building Alterations to Existing Building Flood Zone--&4 Required Floor Elevation Actual (as built)Lowest Floor Elevation If located within a flood hazard zone (zone A) a survey -mustj3e made after the slab has been poured, certifying that the "lowest floor el—ev—ation' is equal to or above the base flood elevation established for that zone. No Final Inspection will be made and No Certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS Applicant acknowledgement : I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No . 25-7-11 and all other laws or ordinances effecting the proposed developemnt. e Date `-��_Applicantls Signatur _e_w� -r Zj'� Z � ----------------------------------------------------------------------- Department Use Survey filed with the Building Department on Certified Lowest Floor Elevation Required Lowest Floor Elevation Building Department Representative DEPARTMENT OF BUILDING 5965 1 PERMIT ATLZNTIC BEACH.FLORIDA PERMIT TO BUILD P94.% THIS PERMIT MUST BE POSTED ON JOB 29497KI Date niL�19 297U I A 6/107/ 29L�. 75 5965 84,062 . 30 Fee 2970 1 A 6/07 Valuation$ This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law BILUCE T. BUIE This is to certify that 5545 Arlington RoaJ has permission to build —Zone-11D2––––––––––––––– Classification Margaret ShannOn Cornelius owned by- ? S/D 3 Section 9_,�!�sh�iRlock=� Lot-------- 1908 SEMENOLE ROND House No. ----- According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 0 Building material,rubbish and debris z be placed from this work must not in public space, and must be cleared up and hauled away by either con- act" or owner. ilding officia. CONTRACTOR PERMIT DATE FOP OFFICE NUMBER USE ONLY PLUMBING ELECTRICAL SEWER WATER VELOPMENT CORPORATION , INC. IL-L-A DE Atlantic Beach, Florida 32233 Telephone 904/249-3893 a ?,4arina Drive selva Mai SEVILLA CONDOMINIUM HOMES May 23 , 1984 City of Atlantic Beach, City Hall, Atlantic Beach, Florida 32233 Re : Guarantee of Sewer Line Extension 3 Lots on Seminole Road Immediately North of 19th St . Atlantic Beach. Gentlemen: We hereby establish our guarantee and a Cashier' s check in your favor for the account of Sevilla Development Corporation, Inc. , for the sum of $3 ,900-00 for sewer improvements on three lots along Seminole Road immediately North of 19th Street. The amount of the Cashier' s check represents the estimated cost of the sewer improvements and guarantee that said im- provements will be constructed in accordance with plans approved by the City of Atlantic Beach by July 15 , 1984. If said improvements are not completed by that date, we agree that the City of Atlantic Beach may deposit the Cashi6r' s check for the purpose of assuming and completing any of the improvements. =v truly yours , SE LA DEVELOPMENT CO TION, INC. Corra ine , Vi esid : �ent. EC/sf cc : Pablo Construction Co. 1,0T: CHAN1 CAL: R 1 C Al.: BUILDING P�-TC-11T vwxSHEET / @ per sq. ft. HE-ATED SQUARE FOOTAGE: per sq. ft. $ CARAGE (11RIVATE/SHED) : @ $ CARPORT: @ $ per sq. ft. = PORCHES: @ $ per sq. ft. � �—Le�LZ- per sq. ft. = DECK: @ $ per sq. ft. = PATIO: TOTAL VALUATION: PERJMIT FEES Ist $ TOTAL VALLIAT10N DATA $ 3 -sand — 4�� @ Fer�tbou Rff-U�IFDER VAL or portion thereof TOTAL BUILDING PER14IT FEE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PLUS 1� THE BUILDING PER'MIT FOR PLAN FILING FEE. . . . . . . . . . . ITZI TOTAL FEE DUE- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------------- --------------------------------------------------------- ,.ECp,� PLC.'BING PERMIT FEE: $ -\! ICAL PTR:.-IIT FEE: ELECIRICAL RESIDENTIAL: $ ELECTRICAL TE'TORAFly: FEE: WATER METER SIZE: SEWER CO\NECTION CHARGE: SQUARE FOOTAGE: FEE S- WATER CONNECTION MARGE: FIXTURE LTNITS $10.00 PER UNIT: $ ACCOUNT NO. : TOTAL BUILMNWLAIN' FILING FEES: APPROVED BY: P P P 0 V F-T) $ BEACE, TOTAL WATER '- ET-;:R CHARGE: d-O j11-DING OFFICE TOTAL 1-'ATER co-NECTION CP-4RGE: $ 9910 '7 TOTAL SEWER Co':�-,-ECTION C,-'--%RGE: Gp---'M TOTAL DUE: p r r OV71) I-AN I BEjlv� ;l'-DTNlG OFF;CE PLUMBING WORKSHEET SHOWERS DISHWASHERS SINKS BATH TUBS FLOOR DRAINS CLOSETSb/ WASHING mACHINE WATER HEATERS DISPOSALS LAVATORY URINALS OTHER TOTAL FIXTURE COUNT FIXTURE UNIT BREAKDOlWN FIXTURE UNITS ARE ESTABLISHED AS THE 11EASUREMENT OF WATER DEMANID FOR EACH WATER FIXTURE UNIT INSTALLED AND CO\-NECTED TO THE CITY WATER SYSTEM. -TIHE WATER SUPPLY CHARGE IS HEREBY FIXED AT $10.00 PER FIXTURE UNIT CO\-NECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF LAVATORY (I UNIT) WATER CLOSET, LAVATORY, AND SERVICE SINK TRAP STAND BATH TUB OR SHOWER STALL (3 UNITS) (6 UNITS) DRINKING FOUNTAIN ('-� b-NIT) URINAL, WALL LIP (4 UNITS) FLOOR DRAIN (1 UNIT) WASHING �IACBINE RES. URINAL, PEDESTAL, SYPBON (3 UNITS) JET BLO14OUT (�B UNITS) WATER CLOSETS, VALVE OPERATED WATER CLOSETS, TANK-opERATED (8 UNITS) (4UNITS) SHOWER STALL, DOMESTIC BATHTUB (W/OR W/O OVERHEAD (2 UNITS) SHOWER) (2UNITS) LALN�DRY TRAY BlDGET (3 UNITS) (2 UNITS) �2 DISHWASHER C2 LNITS) KITCHEN SINK (2 UNITS) ,3- KITCHEN Sll\-K/I*'ASTE GRINDER (3 UNITS) TOTAL FIXTURE UNITS $10..00 EACH- . :27 e lbW �,�WAP RESIDENTIAL CALCULATION CLIMATE-ZOUES 1 2 3 FORM 902 _j --7) SUMMER GROSS W I N�T E�R GROSS SUMMER COMPONENT WINTER x Wpm Po TS AREA x SPM POINTS AREA x WPM POINTS R 2.7 - 3.9 1 11 .5 9 9 4-5.9 15 6 CONCRETE 9. 2 R 6 & UP 31 2 182 7.8 FRAME Rl 9-25.9 4 9 5 .6 OR 4 .2 BRICK R26 & UP 3,6 VENEER A3*6 2 COMMON 1, 7.8 - AWL ag 247 7 05 3 6 4 INSULATED 235 5 14 .5 29 0 0 STORM DOOR 124.4 61 9 4.5 0 COMMON 61 9 5. 5 5,0 - .......... 5 0 U UNDER R22-29.9 4. 1 ND� A TTI 3 TTIC R30 UP .3 �23 3 7 14.9 z R 6-7.9 . 4.2 R 8-9.9 10.9 Lu SINGLE 0--11.9 9�2 ASSEMBLY 7 0 R 12-18.9 6 7 70 5 .5 NO ATTIC :�k 19-- 21: /D7 5 0 CO LL MMON 4 8 1 .5 op-- R 0-6.9 15 �5 4 . R 7-10.9 6.5 - 2 ,1 1 .8 WOOD 18,9 5.6- R19 & UP 4 .Q tl 1 .3 ui z 0-6 77 R 7-10.9 cc 0 R 0-2.9 1 9.4_ 6. ot 3, 7- (:)0 R 3-5.9 1 2 z 2. -Jo 9.3 LL U R 6-10.9 z 2 2 CONCRETE j� 6 7/ cc Lu R19 & UP /073,1 4.4 0 COMMON 4.8 Lu EDGE INSULATION PERIMETER WPM 2.7 co 4 cc R 3-5.9 5 ..:(x -10 IM _T J.TPERIMETER (f)Z R 6 & U P 46.4 0 2 4MI 41W 1 2 3 0 R ]A;RETASGL DBIL WOF GWP 0 R AREA SING E I DOUBLE SOF GSP CLR TIN CIL TIN 9F 9F _7 r 14 N 146 123 20 101 00 N -hr 157.4 1 M 15 N E 221 1-9-Q 1 9 --- NE 157.4 1 —E --fo.S 289 242 Z�l -2 9 E 157.4 1 0. SE 71. SE 9 226 189 —4 0 134 A 0 Jb 0 S /.I.-f 190 1 0 160 .4 S pa.5 4 SW 261 1 22152- 8 SW 1 .4 2 W -q7, 28 242 251 09 j.Aq W 1 1 1574 2 8 4 1011. NW 221 1 6 1 0' 159 2 NW 157.4- 208 --- — X H AA�q _1432 360 (n w. H 46.4 79. A8-9- 0 z 0 . .. ...... SKYLIGHTS). OR AREA. SGL/CLR IS% Or FLO H HORIZONTAL GLASS W. W. REA, FOR SC LESS THAN 0.83 SEE SEC. 902.2d 18% OF FLOOR A pow TOTAL GROSS SU TOTAL GROSS WINTER POINTS MMER POINTS R = 3.5 1.15 R = 3.5 1.15 R73.5 = 071 1.12 R = 5.0 1.12 7R = 5.0 1.09 Z)0 R = 6.7 1.09 R = 6.7 03 1 0-1- -7z�i �Ou Duc ....... 1 onl ct CE csM FROM 9H 73 HSM FROM SIG DIVIDE BY DIVIDE BY ;6"/ AMOPOINT F OOR AREAS.�*3 W I NTE R POI ANTS F LOOR A R EA 2 ISU CALCULATE E. P. I. PENALT�y POINT WINTER POINTS SUMMER POIIN 115 [HOT WTR P 11 S CREDIT POINTS + (9C) + (9D)+ (9E)=, ?113 FEWER TOTAL POINTS APE ENCOURAGED FOR MAXIM*JM ENERGY SAVINGS 9C DESIGN CREDIT POINTS (CP) ATING SYSTEM CREDIT POINTS CEILING FAN IN COND SPACE (max 5 CP) 1 NATURAL GAS/PROPANE HEATING 16.0 —PA 12.8 MULTIZONE A/C SE RATED BY DOOR 5 OIL HEATING CROSS VENTILATION 11 r-P per room) I WHOLE HOUSE FAN ( min.1.5 cfm, s.f.) 5 —OD STOVE 7 9E I DESIGN PENALTY POINTS 3 FIREPLACE with outside combustion a r WASHER AND DRYER IN COND SPACE TOTAL GLASS OPENS LESS THAN 40% 5 (not to exceed 12 points) �--FIREPLACE W1 INSIDE COMBUSTION AIR 115 3 OfIrdif iraft of (orrupaurij CITY OF ow4ft64 &4A - Pala& BrVartmrnt of vuilbinq 3napprtion This Certificate issued pursuant to the requirements of Section 109 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 Bldg.Permit No. Use clusification Group_Type Construction_Fire District owner of Building --Address Building Address -Locality By: -K-ildmgOfficlal Date: ------------:---- POST M A CONSPICUOUS �ca CITY OF 4&4a&C BW414 Q4 Office of Building Official REQUEST FOR INSPECTION Date ez,�� Permit No. Time A.M. Received P.M. District No. dr)b Address Owner's Locality Name 411� Contract,�r BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 7- Footing El Rough Wiring E Rough Ul/ Air.Cond.& E) Re Roofing El Slab E, Temp Pole C Top Out L Heating Lintel Fire Place READY FOR INSPECTION Pre Fab Mon. Tues. i, Wed. Friday A.M. --Z-7� _P.M. Inspection Maae /A P.M. Inspector 4, Final Inspection E: Certificate of Occupancy Date CITY OF Office of Building Official W QUEST FOR INSPECTION Permit No. Timor/ A.M. Received P.M. Di Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL 1 PLUMBING MECHANICAL Framing 1-1 Footing Rough Wiring E Rough il Air.Cond.& E) Re Roofing 0 Slab Temp Pole E Top Out El Heating Lintel Fire Place El Pre Fab READY FOR INSPECTION A.M. 6DTues. Wed Thurs. Friday-P.M. inspection Made P.M. inspector Final Inspection 0 Certificate of Occupancy Date CITY OF 0 1&$dda Office of Building Official Date REQUEST FOR INSPECTION Permit No. Time A M. Received P.M. istrict No. —7ob—Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 0 Footing 0 RoughWiring ��Rough E] Air.Cond.& 0 Re Roofing 11 Slab 0 Temp Pole Top Out 0 Heating Lintel 1:1 Fire Place READY FOR INSPECTION Pre Fab A.M. Mon. Tues. Wed. Thurs. Friday_p.M. Inspection Made-- If--/— f 51, A.M. P.M. Inspector CZd cc<.) -t Final Inspection 0 Certificate of Occupancy Date CfTY OF 4&6#s4-c Beac,4-0;&sa-& Office of Building Official 2/',.REQUEST FOR INSPECTION Date Permit No. i ime A.M. Received P.M. Istrict No 7�17) ,�7 Job of ress Locality "s ? Owner's Name_— Contractor 0 BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 0 Footing 0 RoughWiring 0 Rough 0 Air.Cond.& El fie Pool I ng 0 Slab Temp Pole 0 Top Out 0 Heating Lintel Fire Place Pre Fab READY FOR INSPECTI.0 A.M. Mon. Tues. Wed. Friday P.M. Inspection Made— S A.M. P.M. Inspector Final Inspection 0 Z, Certificateof Occupancy Date C CITY PF Office of Building Official C1,154 REQUEST FOPAINSPECTION Date Permit No. T T, 1 me A.M. Received P.M. D s J17A j IV !�� Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing EJ Rough Wiring Rough D Air.Cond.& Re Roofing 13 Slab Temp Pole D Top Out Cl Heating Lintel Fire Place 7 Pre Fab READY FOR INSPECTION A.M. Tues. Wed. Thurs. Friday-P.M, 9;-16 -J/x A.M. elnp.tion Mace P.M. Inspector Final Inspection E-1 Certificate of Occupancy Date