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Permit 211 Pine St (vault)'r PSR-3844 DEPAR*MtNT OF BUILDING CITY OFATLANTIC BEACH . PERMIT INFORMATION -----w ------- LOCATION INFOxMT�01t, ' P r it Noor: 15019 Address: 211, PINS STREET Pe Ir it T YPoNPLUMSTNO ATLANTIC B •CH, FLO- IDA .32233' T Jaa$Z `of Work:,ALTERATION LEGAL DESCRIPTION, ------I --- -I Constr. Ty PetVIODD FRAME Block-, Lotc Twp: Pry osed Use:SIN+ LE FAMILY Section: 0 Subd: RII�ga Dwellings,.- 0 Subdivision,: Est . VlkIuot 6.I ImProV. Cost 0.00 Total; F0 25.Dt2 " Amount P I` ------------- Ditto. 7 t 7., 9 TION � : �» » » APLCATION FRS 'Nome," � # Addy°` ., 2 .04 t S FLORIDA 3, Pho i2 � s 7 A, OAMATI btu 'I C JACKSON, !o, L` 32207 ti RIF I ! t NOTES: i r ' t 3 j t ` NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24`4OURS PRIOR TO INSPECTION 4 C BUILDING ATERIAL,RUBBISH ANDDEBRIS PROM THIS WORK MUST NOTE PLACED ItN,PUaLicSPACE,"AND MUST BE ` C,LEARED UP,AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER §` t , 'FAILURE TO COMPI Y WITH THE MECHANICS! LIEN LAW, CAK RESI�LT'iN THE PROPERTY OWNER RAYING TWICE FOR BUILD N�G"IMP��J1i Al1ENTS*" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OE THIS PERMIT AND SUBJECT TO REVQCAT F VIOLATION OF-APPLICABLE PROVISIONS OF LAW. � �. : 1 tv m I c�C ATI ANTIC BEACH BUILDING DEPARTMENT ._ CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: J'!,-e e OWNER OF PROPERTY: PLUMBING CONTRACTOR: nom,, CONTRACTOR'S ADDRESS: 3,s-.,y4 STATE LICENSE NUMBER: t'C l Tn :7 TELEPHONE: HOW MaY 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 _ $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. i pf1yPARTMtW,OF 8UtLDtji t# CITY 6#AYL 4NTIC BEACH . PERMIT TNIFOLMATION ------- t��CAT I�? � I-wFCpAT sumo r. Addriess ; 211 PINE STR!tZT #A&B Type,:PLUMall'NC A 'LANTT`C BEACH,, FI.OR L?A 322 L,90AL I S RIPT ON6ontz Type: Lat : Twp---- 0cli O Work- ll"T OBlock; j aPcsd C ;��C -F 51i( r ram Tt Subd,: R r: t# " / DVe I ll rtq ": t? Iy Subdivision.. 0.00 Total AI cunt JgQrk yt yyy-- ICONkyp;��]�,.:... APPLICATION �'B�� ----_---.- IT AddT100 ^"a B M F K P .t 8 AiC C . � JA G1I S0 p FLORIDA, 2 2] 6 Li CLpP AS NOTES. fi nira" NOTICE-�-ALLCOPICROTE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE,POURi PERMIT VOID SIX MONTHS AFTER DATE OF t$SUE ft#.piNC MATERIAL,R4 US FROM THIS WORK MUST"NOT-BE PI KCED IN PUBLIC SPACE,AND MUST BE,, CLEARED'UPAND HAULED AWAY,BY EITHER CONTRACTOR OR OWNER 4FA LURE TO Ctrl KY 1NITH THE NIECIiAIVICS' LIEN LAW CAS- RESULT IN '"' PROPERTY OW `R PAYING TWICE FOR BIJILOtN.GIMPRO +C " I: UED ACCORDING TO APPROVED PLANS WHICH AAE'PART OF THIS PERMIT AND SUBJECT TO, REVOCATION-FOR' { VIOLATION OFAPPLICABLE Pf;;OVISIONS OF LAW. I ATLANTIC BEACH BUILDING DEPARTMENT { B � 0000aa@@u@0@@@@@ TEL No . 2475805 Jan 12 ,97 8 :37 No .001 P .01 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT • JOA LOCATION: o`Z OWNER OF PROPERTY: a PLUMBING CONTRACTOR: CONTRACTOR'S ADDRESS: o q e Liv STATE LICENSE NUMBER: 7� - TELEPHONE: HOW MAVY OF THE FOLLOWING FIXTURES INSTALLED -----�SINKS SHOWERS LAVATORIES _WATER HEATERS BATH TUBS DISHWASHERS ,wURINALS -------- �D I S POSALS CLOSETS WASHING MACHINES ._w .FLOOR DRAINS -SHOWER PANS OTHER TOTAL FIXTURES: I X 3.50 + $15.00 ll 'e CP � a MINIMUM PERMIT FEE - 25.00 SIGNATURE OF OWNER; SIGNATURE OF CONTRACTOR: �P -w�wwr---wwww-w----I--------------------------------------------------------- wwww-r-...w.r w- r- ----.",------- ___ ,INSTALLATION OF PLUMt3INC AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994- -- STANDARD PLUMBING CODE. CALL A DAY ARW TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. % I Sot f N CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD =� ATLANTIC BEACH, FL 32233 " INSPECTION PHONE LINE 247-5826 J14I INSPECTION EMAIL REQUEST: Building-dept(a@,coab.us Application Number . . . . . 07-00000604 Date 5/08/07 Property Address . . . . . . 211 PINE ST Application type description SCREENED ENCLOSURE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3835 --------------------------------------------------------------- Application desc 9171IX181ALLUMINUM PATIO COVER ON EXISTING SLAB ----------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ALLAN, GEORGE & LINDA SCHNORR HOME IMPROVEMENTS 211 PINE STREET 6928 PHILLIPS PKWY. DRIVE N. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (9 04) 262-1517 ------------------------------------------------------------------ Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee 25 . 00 Issue Date . . . . Valuation . . . . 3835 Expiration Date . . 11/04/07 ----------------------------------------------------------------- Special Notes and Comments *2004 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE *EMAIL INSPECTION REQUESTS TO: BUILDING-DEPT@COAB.US --------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total 25 . 00 25 . 00 . 00 . 00 Grand Total 75 . 00 75 . 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 PERMIT J BUILDING /ZONING DEPARTMENT APPLICATION # 800 Seminole Road '1� �� Atlantic Beach,Florida 32233 U (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM RE UIRED DEPT YN Property Address: AIME Y7- Z v N ILDING \ Y PUBL KS Applicant: I V -foe. ppY N PUBLI UTILITIES • ''ll Y N FIRE DEPT. Project: / W Y N PUBLIC SAFETY APPROVAL RECEIVED LU REQUIREDAGENCY: BY: INITIAL: DATE: U Z Y N D.E.P HUFSTETLER C7 Y N S.J.R.W.M. CARPER CO _ Lu Y N ARMY CORPS of ENG CARPER ~O Y N HOTELS& HUFSTETLER RESAURANTS APPLICATION STATUS DEPT: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: 1 ST REV ❑ ❑ PLANNING ONI G & ❑ ❑ 2ND REV ❑ DOERR/HALL ❑ 3RD REV ❑ ❑ 1ST REV ❑ BUILDING DEPT. 2ND REV ❑ ❑ HUFSTETLER 3RD REV ❑ ❑ 1 ST REV ❑ ❑ PUBLIC WORKS ❑ ❑ 2ND REV ❑ ❑ CARPER 3RD REV ❑ ❑ 1 ST REV ❑ ❑ PUBLIC UTILITIES ❑ ❑ 2ND REV ❑ ❑ KALUZNIAK 3RD REV ❑ ❑ 1 ST REV ❑ ❑ FIRE DEPT. IRE DEPT.COMMENTS ❑ ❑ 2ND REV ❑ ❑ FENTERED INTO AS4 0 3RD REV ❑ ❑ Return this form to the Building Department once you have entered your comments into the AS400. CITY OF ATLANTIC BEACH PERMIT BUILDING /ZONING DEPARTMENT APPLICATION # 800 Seminole Road v~ Atlantic Beach,Florida 32233 6a4 y,ljl�r (904)247-5800 U YJ (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED D T: N NNING Property Address: �� LOU Z Y N BUILDING = Y N PUBLIC WORKS Applicant: PbS (-�kmr 0 Y N PUBLIC UTILITIES 0 • Y N FIRE DEPT. Project: Y N PUBLIC SAFETY w APPROVAL RECEIVED REQUIRED AGENCY: BY: INITIAL: DATE: Z w Y N D.E.P HUFSTETLER D: Y N S.J.R.W.M. CARPER w LU Y N ARMY CORPS of ENG CARPER O Y N HOTELS& HUFSTETLER UFSTETLER APPLICATION STATUS DEPT: SITE BUILDING DA AP REVIEWED BY: INITIAL: ATE: 1 ST REV ❑ 0 PLANNING ZONI G & ALL ❑ ❑ 2ND REV ❑ ❑ ERR 3RD REV ❑ ❑ 1 ST REV ❑ ❑ BUILDING DEPT. ❑ ❑ 2ND REV ❑ ❑ HUFSTETLER 3RD REV 1-11 ❑ 1 ST REV ❑ ❑ PUBLIC WORKS ❑ ❑ 2ND REV ❑ ❑ CARPER 3RD REV ❑ ❑ 1 ST REV ❑ ❑ PUBLIC UTILITIES ❑ ❑ 2ND REV ❑ ❑ KALUZNIAK 3RD REV ❑ ❑ 1 ST REV ❑ ❑ FIRE DEPT. ❑ ❑ 2ND REV ❑ ❑ FIRE DEPT.COMMENTS ENTERED INTO AS4 0 3RD REV ❑ 1 ❑ Return this form to the Building Department once you have entered your comments into the AS400. / `fr BUILDING PERMIT APPLICATION f �w °1 CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 • Fax: (904)247-5845 Job Address: O�j 1"r Ile �fw t,c Permit Number: Legal Description Z c f'f 6-26 S �r on Aji v S a/Z a i Valuation of Work(Replacement Cost) ■ Class of Work(Circle one): New dditi Alteration Repair ■ Use of existing/proposed structures Circle one): Commercial 464FJ? ■ If an existing structure, is a fire sp er system installed?(Circle one N!A ■ Is approval of homeowner's association or other private entity required)?(Circle one): Yes Describe in detail the type of work to be performed: n I C Pres 7, Property Owner Information Name: 6< 1 �a Address:_f City State E-1 ,Phone Contractor Information: Name of Company: PDS, Inc. Qualifying Agent: Philip D. Schnorr Address: 6928 Phillips Pkwy. Dr. N. —CityJaeksonvile 56 Office Phone 904 262-1517 State FL Zip Job Site/Contact Number State Certification/Registration# CRC 0 410 2 8 Office Fax# Architect Name&Phone# Engineer's Name&Phone# Lawrence Bennett 386/767-4774 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�i work is not commenced within six(15)months, or if construction or work is suspended or abandoned for�aperiod o 'six(O 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 and Air Conditioners,eta WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMAIENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR M'ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or Local law regulating construction or the performance of construction. Signature of Property Owner: Signature of Contractor: ! Sworn t"and subs oRbefore me this(26" Sworn to and subscribed before me 'S Day of�pQ,` . �-e�D? this 3 Day of c: L `a��a+=IN�rrr��f�� Notary Public: ••. ay nye,, RITES,JR, Notary PU ic: .Q .°�:Notary Public-State of Florida REVISED 03.05.07 =? .; l*C0Mmimbn8;ftAug10,2a)e —,O o Poo ;u. +,� o,�= Commission#DID345310 2 v c o •0` �"' Bonded By National Not ��'. 'z Q•�� aryAssn. �i2 •`'� �� ... .5;�`P```�� NOTICE OF COMMENCEMENT State of ala w!da Tax Folio No. County of t V.? To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: Li© #57-36 C,s,-f-,�, -� Address of property being improved: Silo e X33 General description of improvements: r " ' AlAtwt c �xr Owner: j,e p ))may Address:0,11 F-/ no .SAr r7f- f'-La.T,tin 7.1;? Owner's interest in site of the improvement Fee Simple Titleholder(if other than owner): Name:_ Address. Contractor: Philip D. Schnorr Address: 6928 Phillips Pkwy Dr. N taek�onv� 7 7 Pr F �225r1 Phone No: ( 904) 262—.1517 Fax No: (9041 26 —1 4�6 Surety(if any): Address: Amount of Bond S Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,othe than himself,designated byowner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself,owner designates the fo lowing person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement the expiration date is one(1)year from the date of record es different date is specified): ri � �O THIS SPACE FOR RECORDER'S USE ONLY Ow Signed: - Date: -� Before meis- — day of in the C unty of a of Florida,has personalty appeared Notary Pu is rge,Sta a of Florida,County of Duval. My commiss' n xpires• )LN o g Doc#2007147582,OR BK 13%9 Page 1425. Personalty no NumHer Pages:1 Produced Iden t tcation: or Filed 8,Recorded 05na2007 at 02:47 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING 510.00 -N•ul�py, W. YYIIJ O 7 CRITES,JR. J �pY P Notary Public-State of Florida -------- •�,ycanr,6don6�esq,igla2aoa Commis:Jon#OD345310 �'''•°"•`1` ,Bonded9vNo#onoIN0t0ryAssn. CITY OF ATLANTIC BEACH PRODUCT APPROVAL INFORMATION SHEET Project Name : Permit# Project Address As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and product approval number(s)for the building components on the following pages as applicable to the building construction project for the permit listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products . Information regarding statewide approval may be obtained at : ttt.'tL.�tc� ir.__�.�a SFt � ,�� In addition to completing the following list of manufacturers, product description and State approval number for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions, along with the fist, on the job site available to the inspector. The products listed below did not demonstrate product approval at time of plan review. I understand that before these products can be inspected, they must be submitted for review for code compliance and approval by a Plans Examiner. This form will be revised to include each new product in the categories listed on the following pages and will be highlighted to indicate the new products and required information. Authorized Project Agent (Contractor or Design Professio ) (Print Name) (Signature) Company Name : PDS Inc. dba Schnorr Home Improvements Mailing Address : 6928 Phillips Parkway Dr. N City : Jacksonville-State : Florida Zip Code : 32256 Telephone Number : (904) 262-1517 Fax Number : (904) 262-1436 E-Mail Address : schnorr bellsouth net PDS INC. SAwkt Marne .lrtt p Category/Subcategory Manufacturer Product Description Limitation of Use State# C.ROOF PRODUCT I.Structural Metal Structall Bldg. Sys. Snap-N Lock FI, 1387.3 Roof Inc. Composite Structural Insulated Panel ov Ir30O OO . DESIGN / COMPONENT SELECTION FOR A - S@A. PATIO ROOF / CARPORT/SOLID ROOF Side T of.4 Usirfg7 as Reference: 7:1 Aluminum Structures Design Manual Florida Building Code,2001 Edition by Lawrence E.Bennett, P.E. Designers. Kenny Chastain of: Schnorr Home Improvements Jobsite AddressOwner: _ 41r1dA gUCL'i Contractor(if other than Designer): Date: Wind Zone: rr�� Overall Roof Size: Length: (ft) by Projection of- (ft) Design Pressure:J4�(lbs/sqft) K f ft• Overhang on Host Structure:( Attached Aluminum Cover(Clear] Spans: Roof Height @ Roof Attachment: 1 arid, @ Roof Bearing Wall: 02 A) Roof Panel Selection: (for Standard 3" Riser or Composite Pans per Table 7.1.x, Pages 7-14 to 7-17) Using: D 3" Riser by 12"Wide by :-"- .026" or, 0 .032" thickness by 3105H14 Alloy Panel (see Page #7-14), OR, R" 3 Standard Composite Panel Roof w/ ,Q.2 Skin(per Page # ?-,J"C ), OR. Other Panels, per B) Intermediate Beam Required: X_ NO YES Size: (Design per Page 2-22 Table 2.1 .3) C) Edge Beam @ Roof Bearing: (per Section 2, Table 2.1.1 or 2.1.2, Pages 2-20 /2-21) Tributary Load Width (Y: Span + O.H.) Round Up to: � r � Select Extrusion: nJ� , Oil-C; w/ Maximum Span of: 9 W Cif� cc(I 10A D) Columns(Posts. Uprights)for Roof Bearing: (per Section 2. Table 2.2.1 or 2.2.2, Pages 2-23 / 2-24) Typical Spacing & Load Width(Width "W"): Multiplied by('/i Span L) 9 Equals a (Tributary Area)of a(r,L',,( (sqft) by a Design Pressure = Uplift of: /octo (lbs) Post Height: �`. Select & Use: i:` c0 E) Size and Number of Bolts in Post to Beam Connection- (per Section 2, Table 2.3, Page 2-31) Post (�;O Beam = X44,0,)'O using(#): of 31j (Inches) Diameter F) Concrete Fasteners per Post: 4( (each) 'Rawl Tapper'or Equal per Post (Uplift/512#) or(4 each) -approved alternative-fastener rated-@ _ - #/each G) Post to Angle @ Post Base Fasteners: Using (Fastener Size) (Number Each) Angle to Post H) Isolated Footings: (per Section 2, Table 2.4, Page 2-31) Attributable Roof Area (Mk1) ✓ Use: x x Attributable Roof Area (Mk2)- ,vA. Use: = x x intermediate(CARR tER)-Beam Design (per Section 2 Table 21j, Page-2-28) - - Load Width: - XS an 'L' - ( P ) _ Select Extrusion: -= .wLM.aximum [Allowable)-Span:of:: LL _ - -TVA. )N?]_v79 '0:..Lf7-:N-3rj 7777. V.. Li l=r I Q Of ; CL u l UI 0! I ,mac,l - - ' f.>t - Z• z C, _ "• s • ul J I �Z ►—( U 3 � Li �-• -:1 o , -ts 3 z %�S cc L1J i Li I > -� I W: OL 0 a<b , Z A 1, .�� >sit L:.t Tlvx_ -a�317Vn-m 7-nnlDnzjls lcofl O ... V - "6ue410n0 o 10011 . . o��ed'}o uoeYcs�d ne c- oo?� o•E Ile LL U �_ u rf ' 'o 4 wII N i 0 i � t t o f cu 2 cr II -E Q p = h o adoiS i00�jI( 4--J U 0 I _ d W N v, II 7 VJ VL O= �; W �. c i O f II v U C LL � lSl 2 II U t ( I cu 7 Q� 3 I ' QJ o I 0) cpm m O 4— cJ SQA_ L _ cu 0), o _ E II c9 'oO O Z CI I O Q a • o Z U O ( Co II r' 0 S 2 4 0 CZS OC,. •c0 t(1 il W16 U Janoo otled-uoPafad (L C� U > 421 O V/ y_ General Notes and Specifications for Section 2 Tables: The structures designed for Section 2 are attached and freestanding carports and patio covers. Freestanding carports are considered to be open structures w/a negative internal pressure coefficient of 0.00.Attached carports&covers,structures with a fourth wall, and gabled carports are considered to be enclosed structures w/a negative internal pressure coefficient of 0.18.The design wind loads used are from ASCE 7-02 Section 6.5,Analytical Procedure and are in compliance with the 2004 Florida Building Code w/ 2006 Supplements or larger of combined loading or wind loading.The loads assume a mean roof height of less than 30'; roof slope 0°to 25° (+/- 10*)for attached structures or gabled free standing carports and 0°to 10°for freestanding covers; For all carports,patio covers,and utility sheds I=0.87 for 100 MPH zone, I= 0.77 for 110 MPH and higher zones.All pressures shown in the table below are in PSF(#/SF).All framing components are considered to be 6063-T6 alloy. For components of 6005-T5 and 6061-T6 multiply spans by 1.13. Section 2 Design Loads for Attached &Freestanding Covers and Utility Sheds Wind Basic Roofs #/SF) Components&Cladding Zone Wind Freestanding Carport ched Carports or G \ed Utility Overhang/ Posts/ Walls&Roofs Cantilever MPH Pressure w/Monosloped Roofs ports Sheds Cantilever Uprights 50 20 10 50 20 10 100 13.0 15.8 16.6 26.6 46.8 12.0 23 27 30 27 38 45 110 14.0 15.6 7 26.8 47.1 11.4 27 32 1 36 33 46 55 120 17.0 16.2 21.1 27.4 48.3 13.5 32 39 43 39 54 65 123 18.0 16.3 28.9 50.8 14.2 34 41 45 41 57 69 130 20.0 16.8 24.8 32.2 56.6 15.9 38 45 51 46 64 77 140A 23.0 18.4 28.7 37.3 65.7 18,4 44 53 59 53 74 89 140-2 23.0 32.4 30.9 37.3 65.7 18.4 44 53 59 54 74 89 150 26.0 33.1 33.0 42.8 75.4 16.9 51 60 68 61 85 102 Notes: 1. Roof and framing members of carports&patio covers are considered to be the main frame resistance components.To convert the above loads to"C' and"D"exposure loads see Table 2E next page. Table 2A Conversion Factors for Table 2B Conversion Factors for Section 2 Roof Beam Spans Section 2 Roof Beam Spans for Freestanding Carports* w/Monosloped Roofs for Attached Carports or Gabled Freestanding Carports From 120 MPH Wind Zone to others;exposure"B" From 120 MPH Wind Zone to others;exposure"B" Wind Zone Applled Load Deflection Bending Wind Zone AppliedLoad Deflection Bending_ (MPH) (#/Sq.Ft.) (d) (b) (MPH) (#/Sq.Ft.) (d) (b) 100 16.6 1.08 1.13 100 15.8 1.01 1.01 110 17.7 1.06 1.09 110 15.6 1.01 1.02 120 21.1 1.00 1.00 120 16.2 1.00 1.00 123 16.3 1.00 0.99 123 22.2 0.98 0.97 130 16.8 0.99 0.98 130 24.8 0.95 0.92 1404 18.4 0.96 0.94 140.1 28.7 0.90 0.86 140-2 32.4 0.79 0.71 140-2 30.9 0.88 0.83 150 33.1 0.79 0.70 150 33.0 0.86 0.80 *For Freestanding Carports with Gabled Roofs use Conversion Table 213 Table 2C Conversion Factors for Section 2 Table 2D Conversion Factors for for Enclosed Shed Walls Section 2 Roof Beam Spans From 120 MPH Wind Zone to others;exposure"B" for Overhang/Cantilever(All Building Types) Wind Zone Applied Load Deflection Bending From 120 MPH Wind Zone to others;exposure"B" (MPH) (#/Sq.Ft.) d) (b) Wind Zone Applied Load Deflection Bending 100 26.6 1.01 1.01 (MPH) (#/Sq.Ft.) d) b) 110 26.8 1.01 1.01 100 46.8 1.01 1.02 120 27.4 1.00 1.00 110 47.1 1.01 1.01 123 28.9 0.98 0.97 120 48.3 1.00 1.00 130 32.2 0.95 1 0.92 123 50.8 0.98 0.97 140-1 37.3 0.90 1 0.86 130 56.6 0.95 0.92 140.2 37.3 0.90 1 0.86 140.1 65.7 0.90 0.86 150 42.8 0.86 0.80 140.2 65.7 0.90 0.86 150 75.4 0.86 0.80 Continued next page... 2 ii General Notes and Specifications for Section 2 Tables (cont.): Conversion Table 2E Load Conversion Factors Based on Mean Roof Height from Exposure"B"to"C"&"l)" Exposure"B"to"C" Exposure"B"to"D" Mean Roof Load pa pier Load Span Multiplier Height* Conversion Conversion Factor 140.88 n Deflection Factor Bending Deflection 0-15' 1.21 17 0.94 1.47 0.83 0.88 15'-20' 1.29 0.92 1.54 0.81 0.87 20'-25' 1.34 0.86 0.91 1.60 0.79 0.86 -25'-30' 1.40 0.85 0.89 1.66 1 0.78 0.85 30'-40' 1 1.37 0.85 0.90 1.61 1 0.79 1 0.85 *Use larger mean roof height of host structure or enclosure Values are from ASCE-02 2-111 SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS EXISTING HOST STRUCTURE SEE CONNECTION DETAILS (SECTION 7) I 12"x PAN POST AND BEAM (SEE TABLES SECTION 7) (DETAILS AND TABLES SECTION 2) USE'W'TO SELECT PAN I FOR REQUIRED SPAN FOR FRONT BEAM USE: 'W' VARIES A=W/2+OVERHANG I FOOTING AND CONNECTION (DETAILS SECTION 2) CARPORT WALL SECTION SCALE: 3/16"=V-0" NOTES: 1. SHED IS FRAMED WITH FOURTH WALL(IF REQUIRED)OR ATTACHED TO HOST, MAXIMUM FLOOR AREA 200 SQ. FT., IF FLOOR AREA IS GREATER THAN 200 SQ. FT. USE SECTION 4,ATTACH SHED OR ROOM WALL TO HOST STRUCTURE W/1/4"x 3-1/4"TAPCONS @ 16"O.C. FOR MASONRY OR#16d COMMON @ 16"O.C. OR#10 x 3-1/2"FOR WOOD OR#10 x 2-1/2"S.M.S. FOR 1"x 2"ALUMINUM OR#10 x 4"S.M.S. FOR 2 x 2 ALUMINUM 2. SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO 16 FT. IN ROOF SPAN. 3. ALL WOOD FRAMING AND SHEATHING CONNECTIONS SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 W/2006 SUPPLEMENTS CHAPTER 23,TABLE 2306.1 OR AS NOTED. Nailing Schedule: Connection Fastener Number I Spacing Wall Sheathing 1/2"or Less #8 Common 6"O.C.Edges and 12"O.C.Field Top or Sole Plate to Stud A.End Nail #16 Common 2 B.Toe Nail #8 Common 2 Lawrence E. Bennett, P.E. FL# 16644 CIVIL&STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)767-6556 Email: lebpa@bellsouth.net PAGE © COPYRIGHT 2006 2-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS U w ROOF PANEL Q (SEE SECTION 7) ANCHOR PER DETAIL FOR PAN �— OR COMPOSITE PANEL BEAMS MAY BE ANGLED FOR FOR NUMBER OF BOLTS AND GABLED FRAME — SIZE OF POST(SEE TABLE 2.3) COLUMN NOTCHED TO SUIT — BEAM AND POST SIZES (SEE TABLES SECTION 2) I L-4—L SIDE NOTCH POST TO BEAM CONNECTION SCALE: 3"=V-0" BEAMS MAY BE ANGLED FOR — - - - - - - - - - - - GABLED - - - - - - - - - GABLED FRAME cn LU ROOF PANEL > (SEE 1-3/4"x 1-3/4"x 0.063" — — — — — — — — — RECEIVING CHANNEL THRU AN OR PER DETAIL FOR PAN BOLTED TO POST W/THRU — �— OR C POSITE PANEL BOLTS FOR SIDE BEAM (SEE TABLE 2.3 FOR NUMBER FOR NU BER OF BOLTS AND OF BOLTS 0 — SIZE OF OST(SEE TABLE 2.3) BEAM ND POST SIZES (SEE ABLES SECTION 2) COLUMN NOTCHED T SUIT _ CE R NOTCH POST TO B ONNECTION Lawrence E. Bennett, P.E. FL# 16644 CIVIL&STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (366)767-6556 Email: lebpe@bellsouth.nat PAGE © COPYRIGHT 2006 2-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 ATTACHMENT DETAILS c '' AL INUM/STEEL COLUMN SHOWN REQUIRE DIAGONAL / BRACING FOR FREE-STANDING COVE N INTERNAL TRUDED ALUMINUM SE OR BREAK CORROSION RESISTIV TEEL FORMED U-C IP THRU BOLT PER S EDU *(4)MAX. 1/ 'X 2-1/2"WEDGE CONCRETE SLAB FOO ING BOLT OR E .(SEE TABLE BELOW F NUMBER OF BOLTS TYPE I POST TO CONCRETE CONNECTI UBE COLUMN BASE SCHEMATIC INTE L BASE SCALE: 3"=V-0" ATTACHMENT DETAIL ALUMINUM/STEEL COLUMN SHOWN REQUIRE DIAGONAL BRACING FOR FREE-STANDING COVERS t EXTERNAL BREAK FORMED ALUMINUM BASE OR BREAK CORROSION RESISTIVE STEEL FORMED U-CLIP THRU BOLT PER SCHEDULE --VF- *(g)MAX, 1/4"X 2-1/2-WEDGE CONCRETE SLAB OR FOOTING BOLT OR EQ. (SEE TABLE Zj: 7 BELOW FOR NUMBER OF BOLTS) TYPE II POST TO CONCRETE CONNECTION BREAK FORMED COLUMN BASE SCHEMATIC EXTERNAL BASE SCALE: 3"=V-0" *FOR POST TO WOOD DECK(MIN.2"NOMINAL LUMBER)USE THESE DETAILS W/WOOD FASTENERS. NOTE: ALL BASE PLATES SHALL BE A MINIMUM OF 2-1/8"IN HEIGHT AND SHALL BE 0.125"6063 T-6 EXTRUDED ALLOY OR 0.125"5052 H-32 BREAK FORMED ALLOY Number of Wedge Bolts(POWERS or Equal)for Super Base Connection Wind Wind Post Spacing/Number of Fasteners Zone(MPH) Uplift(PSF) 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'4" 100 16.6 2 2 3 3 4 4 5- 110 17.7 2 2 3 3 4 4 5- 120 21.1 2 3 3 4 5' 5* 6* 123 22.2 2 3 4 4 5* 5 6* .130. 24.8 3 3 4 5* 5` 6* 7` 140-1&2 28.7 3 4 5` 1 5* 1 6` 7* 8* ' 150 33.0 4 5" 1 5' 1 6* 1 7* 8' 9** *For connections that require more than(4)fasteners use type II base. **For connections that require more than eight bolts use the"Super Base". Note:Allowable load on 1/4"x 2-1/2"Wedge Bolt or Equiv.Q 5d is 878#. Lawrence E. Bennett, P.E. FL# 16644 CIVIL&STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 2-21 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 (1)#50 BAR CONT. 1" PER FT. MAX. FOR 3-1/2"(4" NOMINAL) w o 4,1 . 4 — 2'-0"MIN. ALL SLABS •- BEFORE SLOPE — � a 8" TYPEI TYPEII FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING 0-2"112" 2"112"-1'-10" 21 (1)#50 BAR CONT. a Cn W 41 /\\\ Q > ANGLE 33°TO 45° 12" TYPE III STEEP SLOPE FOOTING > 1'-10" Notes: 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test(soil penetrometer)or a soil testing lab. 2. Th lacement of concrete. !73. No footing other than 3-1/2"(4"nominal)slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of a Type II footing is required. All slabs shall be 3-1/2"(4"nominal)thick. 4. For woo rame epth of the footing shall be 10"for Type If footing and 14"for Type III footing with 6"Min.exposed above grade. 5. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6-10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh ®Mesh, InForceTm e31m (Formerly Fibermesh MD)per maufacturer's specification may be used in lieu of wire mesh.All slabs shall be allowed to cure 7 days before installing anchors. 6. If local building codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. SLAB-FOOTING DETAILS SCALE:3/4"= 1'-0" Lawrence E. Bennett, P.E. FL# 16644 CIVIL&STRUCTURAL ENGINEERING P.O.Bax 214368,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)767-6556 Email: lebpe@bellsouth.net PAGE @ COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 2-25 SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS Table 2.1.2-120 A able�RoofBeam SpansFor Attacvers, Fourth Wall S ructures,or Freestanding Gabled Carports For 3 sec.win ust at 120 MPH; using design loa f 21.1 #/SF(48.3#/SF for Max.Cantilever) Aluminum Allo 606 2"x 3"x 0.045"Hollow 2"x 3"x 0.050"Hollow Tilt Load Max.Spa n'L'/bending'b'or deflection'd' Load Max.Spa n'L'/bending'b'or deflection'd') Width(ft.) 1&2 Span 3 Span 4 SpanKnMer Width(ft.) 1&2 Span 3 Span 4 Span Cantilever 4 6'-6" d 7'-11" b 7'-8" bd 4 6'-5" d 7'-9" b 7'6" b 1'-5" d 5 6'-0" d 7'-1" b 6'-10" bd 5 5'-11" d 6'-11" b 6'-8" b 1'-4" d 6 5-8" d 6'-6" b 6-3" bd 6 5'-7" d 6-4" b 6'-1" b 1'-3" d 7 5'-5" b 6'-0" b 5'-10" bd 7 5'-3" b 5'-10" b 5-8" b 1'-2" d 8 5'-0" b 5-7" b 5'-5" bd 8 4'-11" b 5'-6" b 5-4" b 1'-2" d 9 4'-9" b . 5'-4" b 5'-1" bd 9 4'-7" b 5-2" b 4'-11" b 1'-1" d 10 4'-6" b 5'-0" b 4'-10" bd 10 4'-5" b 4'-11" b 4'-9" b 1'-1" d 11 4-3" b 4'-10" b 4'-8" bd 11 4'-2" b 4'-8" b 4'-6" b 1 1'-0" d 12 4'-1" b 4'-T' b 4'-5" b_j 1'-0" d 12 4'-0" b 4'-6" b 4'-4" b I 0'-11" d 2"x 4"x 0.045"Hollow Tilt 2"x 4"x 0.044"x 0.100"Self Mating Beam Load Max.Span'L'/(bending'b'or deflection'd') Load Max.S an'L'/(bendln 'b'or deflection'd') Width(ft.) 1&2 Span 3 Span 4 Span CaMax. ever Width(ft.) 1&2 Span 3 Span 4 Span Cantilever ever 4 8'-1" d 9'-4" b 9'-0" b l'-10" d 4 9'-4" b 10'-6" b 10'-1" b 1 2'-1" d 5 7'-5" b 8'-4" b 8'-1" b 1'-8" d 5 8'-4" b9'-4" b 9'-1" b 1'-11" d 6 6'-10" b 7'-7" b 7'-4" b 1'-7" d 6 T-8" b 8'-7" b 8'-3" b l'-10" d 7 6'-4" b T-1" b 6'-10" b 1'-6" d 7 T-1" b 7'-11" b 7'-8" b 1'-9" d 8 5'-11" b 6'-7" b 6'-4" b 1'-5" d 8 6'-7" b T-5" b T-2" b l'-8" d 9 5'-7" b 6'-3" b 6'-0" b 1'-5" d 9 6'-3" b 6'-11" b 6'-9" b 1'-7" d 10 5'-3" b 5'-11" b 5'-8" b 1'-4" d 10 5'-11" b 6'-7" b 6'-5" b l'-7" d 11 " b 5'-7" b 5'-5" b 1'-4" d 11 5'-8" b 6'4" b 6'-1" b 1'-6" d 12 '-10" b -5" b 5'-2" b 1'-3" d 12 5'-5" b 6'-1" b 5'-10" b 1'-6" d 2"x 5"x 0. 2"x 6"x 0.050"x 0.120"Self Mating Beam Load M pan'L'/(bendln b'or d§fl' tion'd') Load Max.Spa n'L'/(bending'b'or deflection'd') Width(ft.) 19 p n 4 Span Max.Cantilever Width(ft.) 1&2 Span 3 Span 4 Span M Cantilever 4 12'-10" b 12'-5" b 2'-7" d 4 12'-10" b 14'-4" b 13'-11" b T-1" d 5 10'-3" b r 11'-6" b 11'-1" b 2'-5" d 5 11'-6" b 12'-10" b 12'-5" b 2'-10" d 6 - " 10'-6" b 10'-2" b 2'-3" d 6 10'-6" b 11'-9" b 11'4" b 2'-8" d 7 8'-8" b 9'-8" b 9'-5" b 2'-2" d 7 9'-9" b 10'-10" b 10'-6" b 2'-6" d 8 8'-1" b 9'-1" b 8'-9" b 2'-1" d 8 9'-1" b 10'-2" b 9'-10" b 2'-5" d 9 7'-8" b 8'-7" b 8'-3" b 1'-11" d 9 8'-7" b 9'-7" b 9'-3" b 2'-4" d 10 7'4" b 8'-1" b T-10" b 1'-11" d 10 8'-2" b 9'-1" b 8'-9" b 2'-3" d 11 V-11" b . 7'-9" b 7'-0" b l'-10" d 11 T-9" b 8'-8" b 8'4" b 2'-2" d 12 6'-8" b 7'-5" b 7'-2" b 1'-10" d 12 7'-5" b 8'-4" b 8'-0" b 2'-1" d `Gabled sloped roofs include gables with a roof slope greater than 1"in 12". Notes: 1.Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL# 16644 CIVIL&STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT2006 2-46 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS E to `� m m m a7 d >. >, T T N a 0# 7y� Ud NC m 3 M M M M M M M M M M y m a E m m LL C d �'Y N o a to ayi ayi m ayi O C C O O O O O O O O C C O a t0 E u In LO W W Ln LO 0 in W to W E O o 0 00000000 II m N O O a 0 0 0 0 0 0 0 � N E Q E m X X X X X X X X X X X t 3 • E • m C dm LV M Cl) MM M `v `v 'vvvm O N QV MMN IM Y x X x x x x x x x x Q r m m tmn vi w w ,0 WN N CV CV N N N (V (V fV I� 0 � 7 7 7 7 y y ul N N Ln N t00 m _C iV Q 1c, y - O C N N N N N N M M a t0 -0 C m M N N .-� 0 c J Z x to t0 -6 O a 3 c x m o ° �I o C w Z a C'J X m 3 M o n ° o n° °m W o II o �_ o N M M M M M M M u7 tl7 hi N y x r m. N d1_ U Cc, a tao W CO fn fn ° a o u E 3 u 6 ° n cc p v Q M tO In to to tO to to r °� f $ 20 0 d iD > Z -0 :2 a � W Qr � M � m W ; : m EO y E H r. N Q N M N M tM V O t0 t0 I� J m O Q H Z o rn 2 4 <L 4 0t�f1 m C i Q I T p Q M M d' u1 t0 (0 r.- U)E H 7 Z EELL Zcc Q M u1 a u) co n C0 W Z C ui Z d T Q !n LO n Co o r M M u7 m N Z in m r 2 .0 v v '0 .0 coc m 0) d 0 d O D (CD N J R Q Q 4 m m O C Y y A fV CV N N C0 O E N `o r 2 t4 Cn N U E n m E « iO LO � p p o iM M to in N E N Z7) U1 t0 C N v 'V' d' CO tD CO O Q1 N N ,t.R ,rt, C3 O O O O O O O O O O r 'C m Ol CL W 0 0 0 0 0 0 0 0 0 0 0 E O 5 e �+ X X X X X X X X X X X X y m ..=V+ m N N M M M Cq M M FM i'M "v "v N m N '- XXXX xxXXXXXXmNw = r 7 7 NNNN CMMM °cMMCM 't 'IT 03-a) G p m U O C Of 2� 0 N'U V 7 H O O O T tC y C a m M co O O � try. t� oM 6E3'3y o � tnrntntn 0 0 o mEc� E o o E0000000 ntoyd � m00000 y () = = tp X X X X X X X X E cm� y m M m X X X X X A d O O O m 0 0 in N N N T c y E y'y� C N N N M m iq to In M to LO P P co 0 o m m m Y x x x x x N m yo 0 0 X00 X00000 EE °' 3E NNNN N L—HIM x X X X X o •c r'EEyx m Xx x x x x a) Gtili m E F N NNNNNNNNN L FL- N Lawrence E. Bennett, P.E. FL# 16644 CIVIL&STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,F132121 Telephone#: (386)767-4774 Fax#: (386)767-6555 Email: lebpe@bellsouth.net PAGE © COPYRIGHT2006 2-62 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. Section 7 Design Statement: The roof systems are main force resisting systems and components and cladding in conformance with the 2004 Florida Building Code w/2006 Supplements.Such systems must be designed using loads for components and cladding. Section 7 uses ASCE 7-02 Section 6.5,Analytical Procedure for Components and Cladding Loads.The procedure assumes mean roof height less than 30'; roof slope 0 to 20°; 1 =0.87 for 100 MPH and 0.77 for 110 MPH or higher wind loads for Attached Carports and Screen Rooms and I = 1.00 for Glass and Modular Enclosed Rooms. Negative internal pressures are 0.00 for open structures,0.18 for enclosed structures,and 0.55 for partially enclosed structures.All pressures shown are in PSF. 1. Freestanding structures with mono-sloped roofs have a minimum live load of 10 PSF.The design wind loads are those for an open structure and are reduced by the ASCE 7-02 open mono-sloped factor of 0.75. 2. Attached covers such as carports, patio covers,gabled carports and screen rooms have a minimum live load of 10 PSF for 100 to 140-1 MPH wind zones and 30 PSF for 140-2 to 150 MPH wind zones. The design wind loads used are for open and enclosed structures. 3. Glass room roof design loads use a minimum live load of 20 PSF for 100 to 140-1 MPH wind zones and 30 PSF for 140-2 to 150 MPH wind zones and wind loads are from ASCE 7-02 for glass and modular rooms. 4. For live loads use a minimum live load of 20 PSF or 30 PSF for 140B and 150 MPH zones.Wind loads are from ASCE 7-02 Section 6.5,Analytical Procedure for glass and modular rooms. 5. For partially enclosed structures calculate spans by multiplying Glass and Modular room spans for roll formed roof panels by 0.93 and composite panels by 0.89. Design Loads for Roof Panels(PSF) Open Structures Screen Rooms Glass&Modular Overhang I Cantilever Mono Sloped &Attached Covers Enclosed Rooms All Rooms I=0.87 for 90 to 100 MPH I=0.87 for 90 to 100 MPH &Roof Overs 1=0.77 for 100 to 150 MPH 1=0.77 for 100 to 150 MPH 1=1.00 1=1.00 KCpI=0.00 Zone 2 KCpi=0.00 Zone 2 KCpI=0.18 Zone 2 KCpI=0.18 Zone 3 loads reduced by 25% Basic Wind Effective Area Basic Wind„ Effective Area Basic Wind Effective Area Basic Wind Effective Area Pressure 50 20 10 Pressure 50 20 10 Pressure 50 20 10 Pressure 50 20 10 100 MPH 13 13 16 25 17 20 23 26 17 23 27 30 17 27 38 45 14 14 17 20 18 27 32 36 18 33 46 55 120 MPH 17 r23 20 22 25 30 33 22 32 39 43 22 39 54 65 23 MPH 18 21 2 26 32 35 23 34 41 45 23 41 57 69 130 MPH 20 23 27 26 29 35 39 26 38 45 51 26 46 64 77 140-1 MPH 23 27 31 30 34 40 46 30 44 53 59 30 53 74 140.2 MPH 23` 27 31 30 34 40 46 30 44 53 59 30 54 74 89 150 MPH 26' 32 36 34 39 46 52 34 1 51 1 60 68 34 61 85 102 Minimum live load of 30 PSF controls in high wind velocity zones. To convert from the Exposure"B"loads above to Exposure"C"or"D"see Table 7B on the following page. Anchors for composite panel roof systems were computed on a load width of 10'and 16'projection with a 2'overhang.Any greater load width shall be site specific. 7-ii Section 7 Design Statement (cont.): Conversion Table 7A Lo on Factors Based on Mean Roof Height from Exposure"B"to"C"&"13" Exposure"B"to"C" Exposure"B"to"D" Mean Roof Load Span Multiplier Load Span Multiplier Height` Conversion Conversion FactorM886 Factor Bending Deflection 0-15' 1.21 1.47 0.83 0.88 15'-20' 1.29 1.54 0.81 0.87 20'-25- 1.34 1.60 0.79 0.86 25'.30' 1.40 1.66 1 0.78 0.85 30'-40- 1.37 0.85 0.90 1.61 0.79 0.85 Use larger mean roof height of host structure or enclosure Values are from ASCE-02 7-iii SECTION 7 SOLID ROOF PANEL PRODUCTS COMPOSITE R ETAILS #8 1/2"S.M.S.SPACED EXISTING TRUSS RA R - - @ 8" C. BOTH SIDES CAULK ALL E OSED SCREW HEADS #10 x 1-1/2"S. S.O WOOD WOOD CRS (2)PER RAFTE OR TRUSS TAIL _ #10X3/4 S.M.S.OR WOOD Q Lu..... SCREW PACED @ 12"O.C. RO PANEL EXISTING FASCIA ROOF PANEL IA DETAIL EXISTING HOST STRUCTURE SCALE: 3"=V-0" #14 x 1/2"WAFER HEADED WOOD FRAME, MASONRY OR S.M.S. SPACED @ 12"O.C. OTHER CONSTRUCTION FOR MASONRY USE. (2) 1/4"x 1-1/4"MASONRY ANCHOR OR EQUAL @ 12"O.C. :LU. FOR WOOD USE: ¢ w #14 x 1-1/2"S.M.S.OR WOOD SCREWS @ 12"O.C. FLOOR PANEL ROOF OR FLOOR PANEL TO WALL DETAIL SCALE: 3"=1'-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE ONLY. 15%OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS.ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH"t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO.THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 1 140 150 #8 1 #10 1 #12 1 #12 Lawrence E. Bennett, P.E. FL# 16644 CIVIL&STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)7675556 Email: lebpe@beilsouth.net PAGE © COPYRIGHT 2006 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS Om 47CO470 InCDm Om 474)4)Tn0 m tm0 4)CO47T1-0CD me toMLOWt rnN m ® vIn1owr._Wcoo r m Nt0w(8ncoco� ro> vLnlDCencowF A m 'v471DwI.-w0 d o •' ecogor� qafp 0 vo4ve s4rv�"4ty4�Ra4vOV ( � 4Re MNO�"to In Mco tp mn NyV71C)MO fpMnm lnmM0 t Mn Nd'4747MO m �NMm�vv 0CD yNN co v IOO yNNco It 14710 �NNmMC`rLo 10 N o p o 0 0- y�CNO��00 G �COtn��TTC? � C��CQ��e-;� y'a CNpbm mmCoE ai O N y OOT'� �.,CO iO L'O CV(V r�_ CO iO NNQ O_ Cjn CO f'O00 CL CO 0O1r yrrO O O m mm: MM to C7 COD R ANN Mr 4)4)MO W mn01r 4)LO MO • MnNd'0O m 12 _ er V Lo W !0 NNm'avvu)tD �NNm Mm M47 CD co 7 p 7.13 O O 0 9 O _ N O M� : O f7 C7 O M C 47 O N C-4 Nit) O m C M r M r�Y Oi O m C� O to q' Oi _i _� N tD i i Oi i i ri" Oi i m CnihN�r O� cot� iniOc7MNr I��t7NNNr0 0)00 � T p� yrrrrrrr ptj yrrrrrrrr elJ yrrrrrrrr e6 yrrrrrrrr y 'C y YI m C A tO n N Of O)Co Iy0 rp m n pf 47 0 m co A 9 m N O s-CO LO m CO N 9 M n N 0. m NMM�u7 tnOCD — yNNMad'ainO yNmm�viv OP. CpNNMsf"a'7 Lf)(0 CO D O O 0 O O 46 �� ?�� in inq)i� �inihcoino�o�br �"?: �i�44i�`-- �°"`�°- vi p CD EDNN�-- 4)f'Or r nio ioMfV(V�0 CO N N 0)0)W a0 y r r r r r r C 0� y r r y r 0 GO y r r r L ay r r �� r r r r N N �naD Mr CO CON fpnm MCOCON fpnaDN M CDO CON fpncoNMCDOO O O rN N Mm M'7 yrrNNNMM V yrrNNNMMcI' yr NNMM � IZ 0 C r _ 1�?i _ - O 'L cQ N i4 r-r(V CV �Of fV N 01 �CV �q��?�`P `i' �'q'OP�;r��O) a C 10CL��Ln fM CV CV r OCC01-t0 Nln f'7 O)ap t�fD inMihN N Iz67 b)m�F,iO f0 (' 0 y r y N N r y r yNNrr O LL y rrrrrrr y rrrrr y rrrrrrr y ® 4) C DnaDNMr CO CON O fb 1-- tD00� O �naDNMCOO ON p r.n co Nc- mC 01(1) 27 .Y CV O yrr N N M M M�7 p y r r fV N N m M M p y r r N N N M M'V O r r N N N M m m '� V �.2 O 0: O lY O kNi 41 C hNNrm CM C � o)eD ioT P Q. OI� M CV CV r y yNNmC0 I�f0 fD 47 N------tV NN B0 f-1�iDN = to rrrr -rrrrr rrrr N rrrrrC C fpnaDn cor CO CON -0nao NM CO 0 CON ;jn�ONM CD CON �n10NMw OON C�0 O r N N M m M y r r N N N M M sr p r r N N M M M et y r r N N N m m V m O1 r M ry!r 1� 1�,�C CinC fV cD y CO iOIx (V N 4"Im r G y O' cD io io io N y iD io f7 fV N r w N N O n CO 47 u7 M yAR rrr rr,:rrrrr yrrrrrrr —rrrrrp 0 0. `�M er n n O A m N 9 M T n ti O m M C O �M d'n n O M O M m l o Q C y r r r r N N N M O r r N N N N O r r N N N N 10 r r N N N N 3 'o E D y rr O rr + �:,o��N�000 �' inF�i�a6�b�co . OI' O W1�1�c0 In iON Amfh 001(017D� CL ON 01BD fD tO 47 y .. C N y y N r y y N N N N r r y y N N r r O y N N N N r � yrrrry yr to yrrr r E p, • mvnnommN �mvnnORO M47 9o7vnnommcD • MvnnommcD O '; N �rrrrNNNm ) pry rr NNNN ) yrrr-NNNN1 rrrrr NNNN p m N0 0 2 O 2 D n M C�t4 'r�rrin NM CmrmfV OEP CIQ CQ NM CtV SND �i17 iLr NM�cDyin��rr� ri. (� y G 0 OCD cD 1�iC)�M y C yNNNNNOr Or r.� C yNNN�GO�t- fO y m yNNNNNNNOy y N N r r y Of r r r r y 7 O Cc yrrr e0 CO CO m N Q �M�i'n�i a 9MsFnnNNNNa fp M inn NNNMQ' �.m-`rnt'NNNN W N ad O O r rO e O1 rrr t1 O e- bN��T•-��v r ��TNQ1� � � VmOCD CDK CL NNOCD I�fO fO iOG yNN`°I�CD u7 in ih K yNNNy r K y y r r r r r r r N � mrN=O O*v*11N O =O O O M Op 0C a 0 0 0 M OOn'O N X 00"Or 4OX O 'Or NN47 IC O OrNNM.pn1 IL r N�rr -I' N�rrrrre.rr� N�rrrrrrry Z M Law nce E. Bennett, P.E. FL# 16644 STRUCTAL�s CIVIL&STRUCTURAL ENGINEERING 350 BURBANK ROAD, P.O.Box 214368,South Daytona,FI 32121 0 LD 5 MA R, FLORIDA 34677 Telephone#: (386)767-4774 Fax#:(386)767-6556 NATIONWIDE 1-800-229-5257 Emall: lebpe@bellsouth.net LOCAL 813-855-2627 FAX 81 3-855-81 28 PAGE © COPYRIGHT2006 7-50 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. FASTENERS SECTION 9 Table 9.2 Wood &Concrete Fasteners for Open or Enclosed Buildings Loads and Areas for Screws in Tension Only Maximum Allowable-Load and Attributable Roof Area for 120 MPH Wind Zone(27.42#/SF) For Wind Regions other than 120 MPH,Use Conversion Table at Bottom of this page) CONNECTING TO: WOOD for OPEN or ENCLOSED Buildings Fastener Length of Number of Fasteners Diameter Embedment 1 2 3 4 1" 264#-10 SF 528#-19 SF 792#-29 SF 1056#-39 SF 114"o 1-1/2" 396#-14 SF 792#-29 SF 1188#-43 SF 1584#-58 SF 2.112" 660#-24 SF 1320#-48 SF 1980#-72 SF 2640#-96 SF 1" 312#-11 SF 624#-23 SF 936#-34 SF 1248#-46 SF 5116"0 1.1/2" 468#-17 SF 936#-34 SF 1404#-51 SF 1872#-68 SF 2-112" 780#-28 SF 1560#-57 SF 2340#-85 SF 3120#-114 SF 1" 356#-13 SF 712#-26 SF 1068#-39 SF 1424# 52 SF 3/8"0 1-1/2" 534#-19 SF 1068#-39 SF 1602#-58 SF 2136#-78 SF 2-112" 890#-:1-2 SF 1780#-65 SF 2670#-97 SF 3560#-130 SF CONNECTING TO: CONCRETE[Min.2,500 pan for PARTIALLY ENCLOSED Buildings Fastener Length of Number of Fasteners Diameter Embedment 1 2 3 4 t" Concrete Screw Rawl Zamac Nailin or Equi ) 114"0 1-112" 273#-10 5F 546#-20 SF 819#- F 1092#-40 SF 2" 316#-12 SF 632#-23 SF I TYPE OF FASTENER=Concrete Screw Rawl Tapper or Equivalent 3/16"0 1-1/4" 288#-11 SF 576#-21 SF 864#-32 SF 1152#-42 SF 1-314" 371#-14 SF 742#-27 SF 1113#-41 SF 1484#-54 SF 114"0 1-1/4" 365#-13 SF 730#-27 SF 1095#-40 SF 1460#-53 SF 1-314" 427#-16 SF 854#-31 SF 1281#-47 SF 1708#-62 SF 318"0 1-1/2" 511#-19 SF 10229-37 SF 1533#-56 SF 2044#-75 SF 1-3/4" 703#-26 SF 1 1406#-51 SF 1 2109#-77 SF 2812#-103 SF TYPE OF FASTENER=Expanslon Bolts Rawl Power Bolt or E uivalent 318"0 2-112" 1050#-38 SF 2100#-77 SF 13150#-115 S F1 4200#-153 SF 3-112" 1575#-57 SF 3150#-115 SFJ 4725#-172 SFJ 6300#-230 SF 112"0 3" 1399#-51 SF 27981;-102 SF 4197#-153 SF 15596#-204 SF 5" 2332#-85 SF 14664#-170 5F 6996#-255 5F 9328#-340 SF Note: WIND LOAD CONVERSION TABLE: 1. The minimum distance from the edge of the For Wind Zones/Regions other than 120 MPH concrete to the concrete anchor and spacing (Tables Shown), between anchors shall not be less than 5d where d multiply allowable loads and roof areas by the is the anchor diameter. conversion factor. 2. Allowable roof areas are based on loads for WIND APPLIED CONVERSION Glass/Enclosed Rooms(MWFRS);I=1.00. REGION LOAD FACTOR 3. For partially enclosed buildings use a multiplier to 100 26.6 1.01 roof areas of 0.77. 4. For sections 1 &2 multiply roof areas by 1.30. 110 26.8 1.01 120 27.4 1.00 123 28.9 0.97 130 32.2 0.92 140.1 37.3 0.86 140.2 37.3 0.86 150 42.8 0.80 Lawrence E. Bennett, P.E. FL# 16644 CIVIL&STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona.FI 32121 Telephone#: (386)767-4774 Fax#: (386)767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT.P.E. 9-`�qq MAP . SHO T` G BOUNDARYSURVEY OF LOT n5 -G BLOCK , AS ' SHO A'N ON MAP OF V EGT/,Qn/ NO L1 4 -L4 he AS RECORDED IN PLAT BOOK /O. _PAGES /G OF THE PUBLI RECORDS OF DUVAL COUNTY, FLORIDA CERTIFIED FOR: or r' d/o�i�/ or��ay� C'omPo��y 0rah P1170 S-74.1- -74 So. 00 ' SO• DO � N " City of Atlantic Beach ' l j 7 -7 Planning and Zoning Department (9 . 3' * is a ai verifies compliance with applicable r2 Z' X zonin subdivision and other local land deve+o ment regulations, but does not constitute 2 ° appro IYor Ue Issuance of permits. Compliance Q O•¢ ' Wood with F Building Code and alt other applicable m' and Federal permitting requirements Qard9� must b signature of the City of Attantic b J Beach ing P(W 10 IsWanaa of a 537 Q Dom Flow /G-0 Q a o o � 1. r 3 N 3 •3 ' 7-0' - 7'7 o f-0 4/ - - ' ulo0&- cr' Co +r� o. o.z- 54 9 S47 548 NOT VAUD UNLESS EMBOSSED K17H SEAL OF THE UNDERSIGNED. 411 /��` "<o/"�/7 dry 9p�o0'00' THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONEX _AS SCALED FROM FLOOD re name nATFn a/7---8—() . r \ f e ,� �{Stip•<, ,:�'�� '' oot '•i/►7 ,.. .. t SJR' _'_"_ �;' jy��C°�f.& °( l UMa`N� `eafP�ace qiau�9 SSE �emP ,� 1N5l�GS,O, ��VA1 ID\"" u,"o R Vie J. pCA of frsPe6f�°° cciPa icy Fca �°°C�n9 � Letfd�cafe° ,�,w Ede fat,o� -toes /L l Cfaf° Mads' fnsPect�on � CA I 01F. 4� ct BOUdwo SPEC V 100 Otoce O REQVES�V: � Qe(mf�N0. No• v �' M• t�aiity Ct't �F../o A Gontc P�M ME N a.& Date �VMg1NG o Heed; 8 �eivea ' P FireP J Ro�9h pre Fab ca p u p-ress lop Q ,ob P hvlUiC E Pou9 ie ONnerIs CONCNES O jemPpoFYiaay Me D%NG PS abi 9 C) EAOY FOFl1NSpE (hors• .. .M Framin9in9 \n Fl�� P Fieri tnsP�t\on�uPanoy Re Roo • kles• . �eYNfiCateof Q Mon• V .b fnsPeciwn Made it IA r t 6r ,h DEPA TI 1 I f OF BUILDING CITYF ATLANTIC BEACH -,_-w- PERM -------- LOCATION INFORMATION _ Permit Num , '„ . Address t` 211 PINE STREET Permit T ATLANTIC BEACH, FLORIDA 32233 ,Cleo* of W --- - 'LEGAL, DESCRIPTION ---- Cons�str. T > , Lot: M_ Block4 Section: . Proposed. Tt��tr��whip 4 NG 4' 0 ,. L?rr, lin ins Subdivision: Est ss�t d r 00 mprov00 . ` v ota � � . 00 Amount � � UO r Work 0144*11 ._, _� _ APPLICATION FRES .. _d met a ` PERMIT pQ Atta WATER IMPACT FEE $0. 00 IL3A SE) IMPACT- FEE Std OO Ph 11 x sN ------- RADO SAS 5% B0. 00 Nsam�x GCINTRACT k WATE TAP $0. 00; Address: 2 ' SEWED TAP #?1 OIC HYDRAULIC SHARE ' i3.Qin Lic nnot 1, s 0 RE-INSPECT FEE Q.qCl s Or- � BEC. k IMPACT FEE Y. OTHER SCI. NOTES Y y�n t�'k'> � y ft NOTICI S AND FOOTINGS MUST BE INSPECTED BEFORE POURING VOID SIX MONTHS AFTER DATE OF.ISSUE SUILDING MATE � � � IS FROM THIS WORK MUST NOT BE;PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AN r: R CONTRACTOR OR OWNER "AFAlLURE } c�`fA ' ' H THE MECHANICS' LIEN I AW CAN RESULT IN r�= , e THE PRS? c�YING TWICE FCR BUILDING IMPROVEMENTS," ::ItsUD ACCORC S WHICH ARE PART OF THIS PERMITAND SUBJEW&IREVOCATI VIOLATION OFA �, � �� F LAW. DOW ATLANTIC$EACH y .CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL MMIT 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. 39_' _ ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME..._1� J JL`�SL�►---._- ADDRESS:_; 2L Izee 5 RFD BOX BLDG.SIZE BETWEEN: RES.14""' APT.( 1 COMM.( ) PUBLIC( 1 INDUS.( 1 NEW( ! OLD( 1 REW.( 1 ADDITION I ) TRAILER( ) TEMP.( SIGNS ( 1 SO. FT. SERVICE: NEW 1 1 INCREASE( ) REPAIR 1 1 FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH OR BREAKER PH W VOL y A EXIST.MAY.SIZE AMPS / PH 3 W �j i 1 , Of- YT 'NTi ON lb EAH iYe 4gk'Yry wF vlFRtIll t Nki1i �41c a6 +.w+4 al R'Wn " *p,wt w +N,fin M wM1hf �s1• ...1+++Xe'w[^'ifr iw...r +dye' RyiFp� l�l,{ T"#��R 2 �' :S' N'IT. , . P�r»it T ► I 1ICAL *TLAXTIC BAH, `1.IRUA : ' A » P 'T� < � ; Lot t wed , A T 'Tciwni�x Nvas Af Subdiviolp r d ' W Uez t►. 00 0 00h *3"1. D' ;. X37". 00 D 91- Ali lima e ' .:» T N APPLICATION F` " l 00 � " *w "�. Akw�`'� $•,`Y'. .Awa, '� P :k�, � r . � 00 ,RA � Bt . A 40r ., A. 42223 S ,-. so Witt i . A. Ty, � C7 � 11 �►�C'� ��, �a . , H I PAP N©TII~Ir`= AI*LCt NCR TE I"ORMS IUCD FOOTINGS MUST BE INBP�CtI�R:BBE#�it�PpURiNQ., . p t#IT VOID SIX MONTHS AFTER DATE`I}F�SSIIE. i ou*p NC MATERIAL #3t1 13lSFi AND DEBRIS FROM THIS WORK MUST NOT SE�LACED,IN PUBLIC SPACE>AND MUST SE, CLF!ti#`tEA UP ANb;HAi11 Ep AWAti'BYMEtTHEfl CQNTRACTOR QR OWNER A RE ' C � V TH T`HE MECN.A�1I��5� C�� " ►1�i CAN '�ESI#L 1W 7 TWICE' P69-SUIWtiodim ING ACCOfMI 3# T .,JP CRF#t YIrD;PLANS WHICH ARE PART OF THIS PERMIT AND SU Y O REVOI✓A . OR t 1C?G AQI pF AWI ��Bl , ' tIS14N tF'LAW.. 71 `A`Ir1:l1NI��C LEACH BUILD#N�x�3�Pr�RI` gm, f� L7 a� o CY g a, i D E I I t �y 1 �q o ----- �,'� U a a � I o (y r A I (n Z I �o I I 41 ; S i DEPARTMENT OF BUILDING 4132 /�� 1 ^/ CITY OF ATLANTIC BEACH, FLORIDA 4 L 3 L PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB , Date_8/13 Iq 79 Valuation $--4 1 7AR tiQ Fee 116-00 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of Lw. Phis is to certify that Grenville and Meuse Const. Co. i i has permission to build. a t a t,. Classification residential Fj a Zoe Ownedby. Mike and Deborah $entrich - / !/7 536 'o Lot Block Salt Air j j;i House No. 211 Pince Street S/D 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 1"ll AFTER DATE OF ISSUE ♦—� Z Building material, rubbish and debris Zfrom this work must not be placed in public space, and must be cleared up and hauled away by either contractor I or owner. Bill M. Davis I Building Official. FOR OFFICE PERMIT USE ONLY NUMBER DATE CONTRACTOR PLUMBING ELECTRICAL i SEWER 1 WATER Com, PLY WITH TITES i�i�CHtsNIC�� '.•�� FOR OFFICE USE ONLY 1� t :YY Date .. ..:.1 ....... ...,.l_1l9 7:F Ll J.A CAN SU i i Y tF gMIG Permit #-...)// cZ..Fee 010PAYN'I" jj1j0_VE11W4S,PCITY .Q .rJ OF ATLANTICBEACH Valuation $.' ✓, 7 ,- FLORIDA House S� .......... APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date...._...�fl................................................ 19.. ..... ----• ----•--------------•----•--•-------.Tel hone No.---•-•---•-_-------------- Owner_.4/ - - .. _ Address. L� Address_ .��.�)........--•.............Telephone No...-----•----- --- Architect.....�..�':�.�t.�.®-�-�-•--nom-+� -----•--•---•- ---••--•--•--•---..... _ �' � � �-----------Telephone No..).__7_ Z_).-- Contractor Builder-4; .--.---• +tet .---._:_--Address.w2.... ............. ...... Lot No.---J-`-� ,p --------Zone--•• - Block No. Sub Division til.. .... ` .1._I.`- Street-------------------------Side Between............--...... ...-----•-••----•-----•_..and-------•------.-----.---------------------------- S T e of construction.._��!°�.B-�� •-,-R— Valuation --------------For what purpose will building be used--u-�a..t-c�-�-p�--_----•-•---- YP Dimensions of Buildin V --_-•-Dimensions of Lot._.....d_ _ . c'�......--...•.............:Size of Foot in ........... Size of Piers--------- ------------------------Size of Sills.-...-_.--.----------------..Greatest Sill Span in ft------ .--------------Type Roof......---, - How will Building be Heated?__.. '. .: ..........................................Will Building be on Solid or Filled Ground? ------•--------------- Size of Ceiling Joists-__( %tom_. i --��'^� Distance on Centers._.._ ----------------------------- Greatest Span---_----____-.---.------------..------..---- " Size of Floor Joists.--------•-----•-----------------•--•-------- Distance on Centers.......... •---•-----•----------•--, Greatest Span---------..--............................... „ G�� j .1 u / --- ,Distance on Centers....... , Greatest Span - Size of Rafters....... ------ ----✓- This rectangle is to represent the lot. Locate the building or buildings in the loom 723�ff right position. Give distance in feet from VV all lot-lines and existing buildings. @ —_REAR LOT LINE Two copies of plans and specifications shall AU G 81919 bI be submitted with application. �,V --- _ - Inspections required. 1. When steel is in place and ready to pour foo t OF AT INTiC BEACH w N 2. When steel is in place and ready to pour columns and/or linjRlp p R O V E D a x 3. When steel is in place and ready to pour beam. CITY OF ATLANTIC BEACff BUILDING OFFICE p 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. —" 'I n 6. When septic tank drain field or sewer is laid but before clver 79 7. Electrical inspection by City of Jacksonville. m 8. Final inspection. B Note: In case of any rejection,re-inspection MUST be all r -- corrections are made. _ FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City Atlantic Beach. -� Address.... . - - ---------•-----�----j--......-t•�-..•.-•--......... Signature of B er - ---•.. ........ ...+... �? - u� # w .... _ Address.�Z' ....A ea- ' '.-. ... ------------ Signature ... ••.•. Signature of Owne ................. . ..... CITY OF ►' office of Building Official 1 REQUEST FOR INSPECTIONPermIt No. Date / A.M. District No. Time• --11.7 ReceNed Locality Job Address + C Contractor Owner's '1 PLUMBING HEATING Name_ PLASTERING ELECTRI�;�- BUIL NG Rough............❑ ❑ Wire..................❑ Rough Wirin4•❑ Final...............❑ Foundation....... Finish Wiring.-C] Final................. ❑ Water Heater..❑ Lath................. ❑ Sewers...............❑ Chimney...........0 Framing............ Scratch..............❑ Fixtures......... Gas...................❑ Motors.............❑ ...... Brown...............❑ Cesspool...........❑ Final........... ❑ Finish................❑ A.M. ........❑ {:w Wallboard PECTION READY Thurs. Fri._._._------_-- T� ed. L., Mon. - Inspection Made 1. Inspector _ --- CITY OF Aloft it &*A- Rai& Office of Building Official REQUEST FOR INSPECTION (' � Permit No. P Date Time A.M. District No. Received Locality Owner's Job Address /i Contractor �/,,^' Name PLUMBING HEATING BUILDING PLASTERING ELECTRICAI,� Foundation.......❑ wire..................❑ Rough Wiri;fjj ❑ Final h............... ❑ Fin agh.............❑ Chimney...........❑ Lath..................[I Finish Wiring.. Framing............C3 Scratch..............❑ Fixtures..........❑ Sewers...............El Water Heater.. ❑ Final.................❑ Brown...............❑ Motors ... Cesspool ...........❑ Finish................❑ � Wallboard ........❑ READY FOR INSPECTION M Tues. Wed. Thurs. ��-v------ Mon. Inspection Made �— Inspector B-t.2 CITY OF 004wa 8iack• Rai& Office of Building Official REQUEST FOR INSPECTION Date `1,W',7f Permit No. Time A.M. District No. Received P.M. erii /�/�TllF1�T _ Job Address Locality Owner's .ntractor Name HEATING BUILDING PLASTERING ELECTRI$AL ®/Ro„gh........- ❑ Foundation.......❑ Wire..................❑ Rough Wiring.❑ Rough............... Chimney ❑ Lath..................❑ Finish Wiring..❑ Final................. ❑ Final...............❑ 29, ........... Framing............❑ Scratch..............❑ Fixtures..........❑ Sewers...............❑ Water Heater.. Final................. ❑ Brown...............❑ Motors............❑ Cesspool ..........❑ Finish................❑ Wallboard ........❑ READY FOR INSPECTION Fri. Tues. ed. Thurs. Inspection Made Inspector 0-1.2 - - -- µ CITY OF >0(4 ft& 4 Office of Building Official 5 REQUEST FOR INSPECTION y/ i Permit No. Date // 4F A.M. District No. Time P.M. Received i- Job Address Owner's ctor HEATING Name ECTR LUMBING PLASTERING Rough............❑ ring.[ Rough............... Foundation.......❑ Wire..................0 Finish Wiring..❑ Final................. ❑ Final...............❑ Chimney...........0/Lath.................. ltd Fixtures..........❑ Sewers...............❑ Water Heater.. Framing............ Scratch..... ❑ ❑ Motors............❑ Gas...................❑ ..... Brown............... Cesspool .....L-� Flnal............ ❑ Finish................❑ .� - - /� �� Wallboard ........❑ �L'lL READY FOR INSPECTIONP.M, ed. Thurs. Fri. Mon. Tues. Inspection Made Inspector CITY OF 484ft& Bial►- o�ida �' jll�Dl Office of Building Official iEOUEST FOR INSPECTION d « ' Permit No. Date ,� Time M'~ District No. Rece'ned P M' Job Address - :- Owner's Contractor Name "W`� "`" PLUMBING HEATING BUIL NG PLASTERING !'E�LkCTRICA� Rough............❑ ough............... Foundation.......❑ Wire..................❑ Rough Wiri g.. Chimney...........❑ Lath..................❑ Finish Winn Final.................Q Water Heater..❑ Framing............❑ Scratch..............11 Fixture s..........❑ Sewers............... Final.................❑ Brown...............❑ motors.............0 Cesspool........... Finish................ Wallboard ........❑ _READY FOR INSPECTION Thurs. Fn•----------�P-M' Mon. `lues. ? Wed. :{v�: Inspection Made inspector 11.1.2 CITY OF 0an& &ads Office of Building Official REQUEST FOR INSPECTION 9_/) _7 Permit No. Date TimeDistrict No. Received--1 n.i lJiti O' / / - Locality Job AU—.- Owner's dress Owner's �i x Contractor Name HEATING DI G PLASTERING ELECTRICAL PLUMBING ❑ Rough...............❑ Rough............❑ Foundation.......❑ Wire..................❑ Rough Wiri1"G ❑ Final.................❑ Final...............❑ Chimney...........❑ Lath..................❑ Finish Wiring.. Framing............❑ Scratch..............❑ Fixtures..........❑ Sewers...............❑ Water Heater..❑ Final................. ❑ Brown...............❑ motor Gas...................❑ � � Cesspool ...........❑ Finish...............❑ Wallboard ........❑ READY FOR INSPECTION Thurs. Fn, P.M. Mon. Wed inspection Made Inspector R-1-2 _ INSPECTION RECORD SOB ADDRESS CONTRACTOR �� OWNER TYPEle a E RMVIAM MV.; 'Ek.rOR FOUNDW.L ION SLAB bi PLUMBING (R) -1 P# /e-,17-7f SEWER T l:MP'OFARY POLE r'- _off 7 " LINTEL/BEAM COLUMN ELECTRICAL (R) PLUMBII3G (F) FRAMING /7-7j ELECTRICAL (F) OTHER FINAL FOR WATER CTY.P-.nl `TOM T5 HTTREB",," PJJ�r � Ft3� .7�� , �f�rb` 1:T? CUT—IN FiT 11 TIE r.oL'.)W. r; 7 CplR(11E u 7 W TZ 0 �3 CACIC SLit1C TV :sOL+i ACCOUNT MASTER PLUMBER MAILING ADDRESS DATE_g.— .Z;.� METER NO.- J(; [u22 DATE INSTALLEb 2 7- 7 P, f 3,. �:�1. ..a �..:� �;�,. .. RP,dr ,.1, A��''i:;� �� '�-�-��-�'"rc-`"�-�--HCl✓ ... __ �:�� CTTY OF ATLAVTIC BEACH D(J NATER GOBSWT ION CHARGE DATE LOCAT TON OWNER PLUMBING FIRM MASTER ,PII)MBEA BUILDER OR CONT RACTOR .�v�C;� TYPE OF BUILDING o� 4ATHROOM GROUP comrSTING OF SHOWER STALL, DOMESTIC ;,un i WATER CLOSET, LAVATORY 6 BATHTUB OR SHOWER STALL (6 units) SHOWERS GROUP PER IiF.AD Auni BATHTUB (WITH OR WTTHOUT OVER S JRGEMS SINK (3 uid t. ) HEAD SHOWER) (2 unite) PtATSHTNG RIM S3'i4,; =, untt ,:) BIDET 0 unite) J93 RVICE STNKTRAP STAND 3vr. COMBINATION SnCK AND TURY (3 units) COMBINATION SIM i TRAY N/FOOD DI8. SCALLERY SINK f 4 urt . (4 unite) URINAL. PEDZWAL, SYRIAN .rte: ' DWTAL owls OR COSPZDOR (1 unit) BLOWOUT (8 units) DENTAL Lid AlTi)RY U unit) '.`� 330'1,, WALL LIP (4 units) DRINK= FO[1WA= N unit) � rtu�*�+• :..,.LL. WASHOUT 4 �in i i DISHMASHRR (2 units) URINAL TROT" rAcy ?r•Ft,g" 7 ears it'll FLOOR DRA1N8 0 unit) -� 'GMtKG MACHrUR RES. i KITCHM SISK (2 unite) WASH SINK EACH SL'T CSP FAt" —L.pr = SIMK Wpm WASTE GRnwn (7u n i t s) (3 wits) NATER CLOSVrS, TANK OP. 4ur S �� LAV1r'!'OitY a Un i t) NATER CLOSETS. VALVE OP.911n i I#VA'i'ORY• watem Bamn't PJ RLOR (2 units) __._..LAUBDKE TRAY (7 �Snits} JAVWI09V, B (2 units) CITY OF ATLAWIC }3W= 715 OCEAN BOULWYARD ATLANTIC BEACH, FLORIDA ADDENDUM TO BUILDING PLAN 1. Building location: 2. The attached plan for the above building is approved subject to mmeting the following applicable construction requirements: a. E2SLIngs shall be continuous monolithic concrete under exterior walls, reinforced with two 5/8" deformed reinforcing rods for one-story buildings and thsee 5/8" deformed reinforcing rods for two-story buildings. Reinforcing rods shall be placed in the lower one-third of the footings, properly placed and fastened on metal saWles wits- wire. Footings shall be six inches wider on each side than the wall above, shall be at least eight .inches thick and shall rest on firm soil at least twelve inches below undisturbed soil. b. In hollov masonry unit construction, each unit cell shall be reinforced with at least one io- d bar at all corners, poured and tamped with concrete~ such reinforcing shall be properly tied into the tooting and spandral beam. c. All wood truss rafters (roof construction) , shall be securely fastened to the exterior: walls with approved hurricane anchors or clips. d. Construction of nearby one--family dwellings, whish are duplicates or intensely similar, shall be avoided. Such similarity considers the external configuration and appearance (i.e., roof, outer wall materials, window size and design, and other like characteristics) of structures. in accord with the foregoing, similar or duplicate homes shall not be constructed within close proximity of each other, and shall be at least 500 feet apart if any one similar dwelling is visible from any other similar dwelling. e. The final connevction between the house plumbing drain and the sewer service connection (at the property line) must be inspected by the City before being covered. City Manager The undersigned hereby certifies that he has read the above and understands that this addendum takes precedence over any contrary details to the plans and specifications and agrees to comply with the intent of this addendum. (Wntractor er Date f DEPARTMENT OF BUILDING PERMIT NO. 4138 CITY OF ATLANTIC BEACH, FLORIDA PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Dated 9? 19L Valuation F i uinh 'ay Fee$ 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 F.r/• Fa# PluMbing CO. +� 4 all l s. kP2 ' .tQrie Z ft-ath tuU 2 has permission to build_ in t-- closets,I water heater,l dishwasher,I disposal, 1 washin one craa,0hi, e 1 Claesification�� - - Owned by e d Meuse t. i u'v is Lo I �i��+l � Souse No According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS 1 AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE O Building material, rubbish and debris f --� from this work must not be placed in public space, and const be cleared up and hauled away by either contractor or owner. u,1 At ©avis Building Oftfeid. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER I r CITY Of' NTLANTY C BEACH APPLICATION' FOR PLUMBING PER1411T s TAXATION- PLUMBING AXATION MASTER PLUMBER S5,'ATE CERT IFICATE NO BVILDEM OR CONTRACPOP. 41 OFLAVAl"ORY WATER -TH yew F''TIDOR ORA 4 OTIRMIll of, i-:AlAl>lV M- .. k� r.-,i .C"ax« ....A`.� .� ..4..•��.¢r:'e�f,�w;�°. �^J d!-�F!� .h�'q e_, $La�..l.. F., CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL MMIT TO THE CHIEF ELECTRICAL INSPECTOR: OATEN_ 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. 3 9/, - ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMad NAME.. ADDRESS:-' -2-11 l'I _ RFD BOX BLDG.SIZE BETWEEN: RES.i 1 APT.( 1 COMM.'f 1 PUBLIC( 1 INDUS.( 1 NEW l ! OLD( 1 REW.1 1 ADDITION( 1 TRAILER ( 1 TEMP.( 1 SIGNS ( 1 SO. FT. SERVICE: NEW( 1 INCREASE( 1 REPAIR l 1 FEE _ CONDUCTOR SIZE AMPS COPPERf ALUM.f 15'-0 d SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SE V.SIZE 6 AMPS PH 3 W DOLT RACEWAY FEEDERS NO. SIZE I NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O•SO AMPS. 1 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 ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS y " 0 .°}� CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 - INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building dept(a)coab.us Application Number . . . . . 07-00001695 Date 12/21/07 Property Address . . . . . . 221 PINE ST Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ----------- ------ ---- -------- -- ----- - - -- - ----- --- -- -- --- --- ------ ----------- Application desc INSTALL PAVER DRIVEWAY -------------------------------------------- --- --- -------- - ----- ----- ------- Owner Contractor --- --- ----- ---------- --- - --- - -- ------- ---- - ----- DUGUID, BEVERLY OWNER 221 PINE STREET ATLANTIC BEACH FL 32233 --- - -- ------------------------------------------ -- --------- ----------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/18/08 ----- ------------- --- ---- --- - ---- ---- - - - - ----- --- ---- ---------- ---- --------- Fee summary Charged Paid Credited Due -------- ----- ---- ---- - - ---- - - -- -- --- - - -- -- -- - -- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC TIC BEAC.IICBLPER6VIp p p <.. �, .:.�,. . IT J BUILDIENG / ZONING DEPARTMENT APPLICATION # 000 Seminole Road n ,. Atlantic Beach,Florida 32233 / n(�J� !J,tl,r (904)247-5.00 _ l.C� (904)247-5845 Fax `_. , ''7 www.coab.us DEC 19 ZUUI APPLICATION TRACKING FORM REQUI DEPT: AA ) �1 ��e�, Y PLANNING Pr® eAddress: � Y BUILDING Y N PUBLIC WORKS Appfica me 1 0 Y PUBLIC UTILITIES Project: �'/ (.,t� 1 V 1. Y FIRE DEPT. Y I) PUBLIC SAFETY U) APPROVAL w U o REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z Y N D.E.P HUFSTETLER O < Y N S.J.R.W.M. CARPER LU Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITFgl BUILDING DA AP REVIEWED BY: INITIAL: DATE: gKI ® 1ST REV F 91 �C_ PLANNING WING ® ® 2ND REV UBLIQ WOR PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV 0 11 Retu ra this form t®the BuIfldina Department once you have entered your comments into the A,S400. P r$vUl JJ41\ a, CITY OF ATLANTIC BEACH 1 CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road c904-247-5800 � ,;>>r Atlantic Beach,Florida 32233-5445 Fac 904-247'-3&45 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date1 _ 1"'Z — -7 C� 1 PERMIT# Job Address_ 7 2 p I�� 13(l.) 3Zz3 ISSUED BY THE CITY � � Permitee: aL L�j n V G-V 1 Q Telephone# 2 H K — L/X 7 7 Permittee Address: SA-ev ic Requesting Permission to Construct: Location: (Reference to Cross-Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No (� Date: Bell South Telephone Company Yes ( ) No (� Date: Ferrell Gas Yes ( ) No (q Date: Comcast �� Yes ( ) No ( Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of (Contractor's Project Superintendent) located at Telephone#: 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. S. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing anv increase in impervious area on owner's lot or in the city Right of Way are to be included with this application 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER. Pot Sig Date: ♦' 6_7 N, K.CU Sta*&ao Before raw this day of _ eounty f Duval, �± r NOIIry d nallyappeared ( (,(� iyConNNINonFhb�,�1 NotLarge,Stte of FI ida C unt of Duval. Cp Non 0 OD 3?!1�! My commission expires: O O s ova opqNwO�MI AMn• `n� Produced Identifir_.atip Ps USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty (30) days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this 17�' day of._T;e Cf 19 ,20x.--? w CITY OF ATLANTIC BEACH,FLORIDA, By: a municipal corporation: Prolkerty Owner K. M-mWAM SW of FWW Jim H;son, City Manager How t OW Fab 26.2010 Con# C)o 523636 Attest: �� q,al Nofary Ann. �.. Bonded Rick CarlKer, Public'Works' Director STATE OF FLORIDA COUNTY OF DUVAL On this (14*1 day of7Dfff4 _, 200k ersonally appepred before me, a Notary Public in and for said County and State, the property owner of P�� /2-('��t(1'-fes 4— Atlantic Beach, Florida, kn wn to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. 7 y By: Notary P is in aid County and State Property Owner (to be signed in presence of the Notary) K.CUNNINGHAM .�........,, tMY pubes S" Noof Floes : COMM010 Epp Feb 26.2010 Con °" 5230n' ®oMM Page 2 of 2 R.O.W. Permit Attachment of for R.O.W.Permit# issued ,2005 Atlantic Beach,FL 32233 Owner's Name: —ff2yf,r41 Du 01 'J Property Address: __ a.a l P i n c S f- A--�-I Subdivision: r- Lot#/Block#: R.E. #: REVOCABLE ENCROACHMENT PERMIT THIS REVOCAB)E ENCROACHMENT PERMIT, issued on this day of 200 �y Atlantic Beach, Florida, a municipal corporation organized and existin under the laws of the State of Florida, hereinafter referred to as "CITY" and of Atlantic Beach,Florida, hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: ConRR2. 9- MVIL , ItU s-r LL- & t-s Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes,Land Development Code, and all other land use and code requirements of the CITY. The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The Page 1 of 2 . , .00 . w,. > dd 01V MAp OF AS /N PLAT BOOK qREMWOS { 1 G7 FOR:: - I ', UVAL COUNTYO ZA k; „f i t •'� CQ%) t f C" -` f.., ""^"a'""' -......,. ...,,...�,..M....w.�.....< ,.�...,..a.... -..-.—.�.-..�._,_w..... � k..hf � ��? i�f r'F� ��",�.. G�f" 7�"�` �:�r��r,�Si'�i�a�i�. '—°"�--�-�-----------a Ptf _*R fFP)'y SHCOW HEREON APPEARS TO LE C 0,0 HAZAfa' �vIV� �� i� � ' i`f?04� ,'NSUh'.4sIVC`. RST UAP_. '>4,, rC,,,? t Gf 3 '.)r Ate., FLOHIDA, ZWEDI 44— TRI-STATE I - ATE ,SAN Dr; NIC. cz., t :r 'sE :rd1L?4�rr' Y C" it `, ciPiC 5 „ , 9- 04) 7ii-72j5T Public Works Plan Review Comments Date: Initials: KV� iSA-� ?AVES Project Name/Address: l/✓� �T• 'Application/P ermit t �� Pucat�onaclung'Commerrts I S . Provide impervious surface calculations. ❑ Provide erosion and sediment control plans with installation details and maintenance ❑ schedule. ; Provide drainage plans.showing site topography (flow arrows, etc.) ❑ Provide construction site management plan,including Right-of-Way Permit if using ❑ right-of-way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing l' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required per ❑ Section 24-66(b). (See attached info. Sheet) If on-site storage is required, a post construction topographic survey documenting proper ❑ construction will be required. A Right-of-Way Permit must be obtained. A Revocable Encroachment Permit must be obtained for Pool—Wellpoint(if used)must discharge into vegetated area 10' minimum from street ❑ or drainage feature (swale or structure) All driveway aprons must be concrete, 5 inches thick,4000 psi, with fibermesh from the . edge of the pavement to the property line.Reinforcing rods or mesh are not allowed in ❑ the ROW(Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COI Standard Detail Case X and must be overlaid 10 feet in each direction from�the center of the cut. Repair must be shown on the plans. 1 DEPARTMENT OF BUILDING 4 000 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 3/2 is 79 Valuation$ 41,200.00 Fee 114.50 This permit not valid until above fee has been paid to City Treasurer, and is •,abject to revocation for violation of applicable provisions of Lw. This is to certify that— (.Billy 14. Arzie Billy M. Artie Const. CO.,Inc. has permission to build a residential Classification_-`Sf f dwelling 7.one Owned by �31�°I. �_a• AX'7C3.E'. 535 Block Sect. 3S/D Salt Air Lot House No 221 Pine According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE x 4-10. O Building material, rubbish and debris —� Z from this work must not be placed in public space, and most Im1 , and hauled away by eith or owner. ! 3/6 /79 Bi Bui i` Otte FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER e 4 1 . E 3 1 44 I 24 Units- $240.00 CITY OF ATLANTIC BEAC��[ WATER CONNECTION CHARGE DATE 3/2/79 LOCATION 2215Pine Street OWNER Billy M. Arzie PLUMBING FIRM MASTER PLUMBER BUILDER OR CONTRACTOR Arzie Const. Co. , Inc. TYPE OF BUILDING Residential - S/P Dwelling 2 BATHROO14 GROUP CONSISTING OF —SHOWER STALL, DOMESTIC 2uni, WATER CLOSET, LAVATORY & BATHTUB OR SHOWER STALL (6 units) —__--_PHOWERS GROUP PER DEAD 3uni, BATHTUB 4WITH OR WITHOUT OVER �tGEONS SINK (3 units) HEAD SHOWER) (2 units) FLUSHING RIM S units) BIDET (3 unite) --SERVICE SINKTRAP STAND 3uq COMBINATION SINK AND TRAY (3 units) COMBINATION SINK & TRAY W/FOOD DIS. """"P , SCALLERY SINK (4 urist (4 units) _ URINAL, PEDESTAL, SYPHON JLM - DENTAL UNIT OR CUSPIDOR (1 unit) BLOWOUT (8 units) r DENTAL LAVATORY (l unit)' URINAL, WALL LTP (4 units)., DRINKING FOU 'AIN (h unit;) ... _ xnttT "� ;,:-,LL, WASHOUT 4 urii i 1 DISHWASHER (2-units) —.URINAL TROUGH EACH 2-Ft.SEc 2 units FLOOR DRAINS - (1 unit) _WASHING MACHINE RES. (3unit° 1 KITCHEN SINK: °(2 units) ;< ._.,.. :"ITCHEN SINK: �1/FOOD WASTE GRIN EA ----ASH SINK, EACH SET OF FAOG" (3 units) (2un3ts) LAVATORY t.1 unit) _I„_WATER CLOSETS, TALK OP. 4t nj TER CLOSETS, VALVE OP.8uni VATORY, 94'h 3ER, BEAUTY PARLd I� (2 units) UNDRE TRAY (2 U.Uitj%;): vATCJRY a SURGEONS (2 ur ts) CITY OF ATLANTIC BEACH 716 OCEAN BOULEVARD ATLANTIC BEACH, FLORIDA ADDENDUM TO BUILDING (PLAN 1. Building location: 2. The attached plan for the above building is approved subject to mmeting the following applicable construction requirements: ed a. Footings shall be continuous monolithic�concrete building$exterior and thareewalls, 5/8® defoczmed with j; e 5/8" deformed reinforcing rods for rl' reinforcing rods for two-story buildings. Reinforcing rods $hall be placed in the lower one-third of the footings, properly placed and fastened on metal GoWles with wire. Footings shall be six inches wider on each side than the wall above, shall be at least eight inches thick and shall rest on firm soil at least twelve inches below undisturbed soil. b. is hollow masonry unit construction_, each unit cola shall be reinforced with at least one No. 4 bar at all corners, poured and tamped with concrete= such reinforcing shall be properly tied into the footing and spandral beam. c. All woad truss rafters (roof construction), shall be securely fastened to the exterior walls with approved hurricane anchors or clips. d. Construction of nearby ones-family dwellings, which are duplicates or intensely . ' similar, shall be avoided. Such similarity considers the external configuration and appearance (i.e., roof, outer wall materials, window size and design, and other like characteristics) of structures. In accord with the foregoing, similar or duplicate homes shall not be constructed Vithin close proximity of each other, and shall be at least 500 feet apart if any one similar dwelling is visible from any other similar dwelling. e. The final connecction between the house plumb " drain and'#C.hietys for* brvice eing connection (at the property line) must be oted by covered. may' C ty ger y The undersigned hereby certifies that he has read the above ethe pand uncle and stands that o this addendum takes precedence over any contrary details and agrees to comply with the intent of this addendum. -e-�—) Pnractor/QWnor 2 un P-2 Date 2. Fr 1 � t ,z g t mi 4 1 t 1 s s JI x• I C 3 a� dgc. 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Arzi.e Res. dential P FAILURE TO 71PLY WMTHE N"'7C�+ ►I�i+11 IC'S FOR OFFICE USE ONLY IEN LA C� R[,,,.3 T � � THE ��'I"E 1 Y • Date_.,,7. 1".. ..................19 7,/.g 1' NER PAY T16% &WPkWkGBEACH Permit *........................Fee Valuation $---�1*.�Q.�_,._�?Q................ , ��VE � �,» FLORIDAH _ ouse #aa� .�iJG.�..rk � 2 I - f �3.,5�„ e�... ................... APPLICATION FOR BUILDING PERMIT a ..................................................... • . t ' ............................................... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Y ,,y' �Q_ Date......................................................................... 19-----....... -••� •---•-YV�` ' — Address.�_e_.70..�T....«� �� ---• -•••--.... Telephone No.- �._.......... Architect---------------•-•-------•_------------------•----------------------------------------------Address,__-_------------_-----.--_--............................Telephone No..--•--•---.............................. Contractor Builder__...-•,- •----••--•-----------------------------------------------•--......_Address--9�_.7--__�- ......J` _'....Telephone No.......................... .. Lot No... �_ ........ Block No..�c'C- Sub Division.CLfPti.............................................Zone ........ ............................................................Street....(N-1:_�......Side Between.....................................................and......................................................Sts. Valuation .. '___� __For what purpose will building be used........................................Type of construction..................................... Dimensions of Buildingn� __�L n.'---._-_-Dimensions of Lot._.... .. ?�.._� Q.+.............:Size of Footings._-.�--�I�-��O..Cf.. Size of Piers-------------------_-.__--_-_._..:Size of Sills-------------------.------------Greatest Sill Span in ft....................-------Type Roof...S..--�T-.1)10.co. ._ How will Building be-H7e�ated?_._N_'. !.-6�±.C.%.............................Will Buildingbeon Solid or Filled Ground?........................................ Size of Ceiling Joists_.-1-�-U_ .............. Distance on Centers...........�.._.................. Greatest Span___._...__.................................. " Size of Floor Joists-_�.�_� ......................Distance on Centers_....._.... �. ?__C..._........._...._, Greatest Span.....�. .�_. ©..<<............ " Size of Rafters--------- --•----------------------- ------- --- Distance on Ce�t s R.o.V------------.............., Greatest Span............................................ » CITY OF 4 /ANTIC BD CN This rectangle is to represent the lot. a U t L c OFFICE-: Locate the building or buildings in the t position. Give distance in feet from all of-lines and existing buildings. 19 REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Lly or f Inspections required. D I. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns Z 3. When steel is in place and ready to pour beam. lip 1 04 a 4. When framing is completed. FEB 2 2 1979,' 5. When rough plumbing is completed,and ready to cover up. A 6. When septic tank drain field or sewer is laid bgi fore it is covered. m 7. Electrical inspection by City of Jacksorville. `` Of ATLWIC BEACH 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordancwith the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the Ci of Atia is Bea Signature of Build5.._ .: .............••• Address--•--••-•---..............-........-�----------------------•-----•-----_-------- ---• Signature of Owne .�'......._ .. �s -_--..-------- Address.. T1---.<� T-..... ........i ........... I m 4001 DEPARTMENT OF BUILDING PERMIT NO. CITY OF ATLANTIC BEACH. FLORIDA PERMIT TO BUILD Lo jos THIS PERMIT MUST 6E Po Date 3f 2 19�� 10.00 f}Ci Valuation$ p lumbing Fee$ This permit not valid until above fee has been paid to City Treasurer, and is ■abject to revocation for violation of applicable provisions ofaw- DUavl Plumbing • install This is to certify that— t© 1 sink:2 lavatories#2 bath t has permission to buil � shower.i water' 2 water cl h atsr. dishw'►sher o ts® Wag 1nmcj c 7f 1"P.3. ne Cilaws sificSO Owned by Tai 11 Artie sect. 3 �/D Salt Aix Lo 535 Bloc, House No 121 Pine Strset According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS SP CTED BEFORE POURING. IN PERMIT VOID SIR MONTHS ,1 AFTER DATE OF ISSUE ids Z Building material, rubbish and ♦�� from this work must not be Placed public apace, and mulai�be er eontractor leared up and hauled away by or owner. Bill ll. Davis--------------- •ri = T CONT4*8R PERMIT DATE I FOR OFFICE NUMBER i USE ONLY PLUMBING ELECTRICAL SEWER WATER ,aMMM� C IVa OF ATT ANT I C BEACH APPLICATION FOR PLUMBING PERMIT LADCAT XON PLUMBING FIRM MASTER PLUMBE CITY/COUN'TY OCCUPATIONAL LICENSE NO. ��-S- =` STA':'E C UR.'T IFIC;ATE NO o BUILDER OR CONTRACTOR, TYPE, OF BU:CIDING SINKSSHOWERS VATORY WATER HEATERS BATH TUBS -LD ISHWASHERS URINALS � DISPOSALS �C'LOSETSWASHING MACHINE FLOOR DRAINS OTHM /�-0TOTAL FIXTURE COt)NT INSTALLATXON OF PWMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PIIJM ING CODE.o CITY OF V V—7XT" Office of Building Official REQUEST FOR INSPECTION Date ✓ U Permit No. Time A.M. Received P.M. ddress Owner's Local' 1 Name Contractor BUILDING CONCRETE ELECTRICALPLUMBI —� ECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY R INSPECTION// / A.M. Mon. Tues. Wed. Thur . Friday A.M. Inspection Made RM. Inspector Final Inspection Certificate of Oc pancy ❑ Date o� p1 LANj�c m v ORION • QF • • � 4b � • • • ,1O8 AOOREU • DATE J$15-00 REINSPECT FEE ►F ATLANTIC BEACH s unlawful for any Carpenter, Contractor, Builder or other eTMENTach, FL 32BUILDING e233 -Tel: 247-5826-Fax: 247-5877 sons, to cover or cause to be covered, any part of the work CTRICAL PERMIT I flooring,lath,earth or other material, until the proper pector has had ample time to approve the installation. ?r additions or corrections have been I Address: 221 PINE STREET de, call 247-5826, Building Depart- P1UMBING ATLANTIC BEACH, FL 32233 7t for an inspection, Field Inspectors EL Township: Range: Book: Lot(s): Block: Section: la3z Subdivision: ATLANTIC BEACH Parcel Number: �� Name: DUGUIS, BEVERLY a Monday Address: 221 PINE STREET ATLANTIC BEACH, FL 32233 nate Paid: 5/05/2000` Phone: (000)000-0000 Work Desc:7ADKWNSEMECIESS 200< S 1`P"H 3W 240V`- REDOUND METER#49536060 FOR U.GROUND SERV ELECTRICINS: PERMIT 25.00 FINAL ELEC3R `-1 omm0 - 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 UPAND HAULEDAWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY VATH'THE,CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR,BUILDING;IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ti25.80 lfi Date: 5/08/00 01 Receipt: 0055125 CHECKS 13633 ATLANTIC BEACH B LDING DEPT. 00104003221000 MAP ShiOWI NG SCSRVEY ?.ut 535, as shown on the Plat of Saltair, Section QF 10, page ;G of the Current Public Records of Duval County , Florida., Plat Book For; Paul McGowan "I hereby certify that I L'iave examined the F. I .A. Official flood hazard maps and the above property does not lie within a flood prone area . " A L o T ..+1' o.C. �'L• 0 � �.�c.t• V H O�cK 7 5Tx Fk B �, • fib. 22/ N 1A4Y ' • .. •391 . !9 G V ♦ •C. �. , � 6.7• 0 x to W L o T S 5Q U1 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT 5- 14 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. l��tn.s �r�-�'i'� �''1C.° )J.Q,r•,�, 11.�i'.f.�c.Qrt.� �ca0Gll IZ. ELECTRICAL FIRM MASTER ELECTRICIAN SIGNATURE JOURN NAME t ADDRESS. J � � RFD BOX BLDG.SIZE BETWEEN: G,d! ✓ C �I�L�- . RES. APT. ( ) comm. ( ) PUBLIC ( I INDUS. ( ) NEW ( ) OLD ) REEW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SO. FT. SERVICE: NEW ( ) INCREASE ( ) -REPAIR ( FEE CONDUCTOR SIZE AMPS COPPER ( ALUM. SWITCH OR BREAKER AMPS / PH W JOLT RACEWAY EXIST.SERV.SIZE AMPS ` PH 3 W 0 VOLT RACEWAY a FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES 'CONCEALED OPEN TOTAL 0.90 AMPS. 3 1.100 AMPB: ° SWITCHES ,. •-• INCANDESCENT FLUORESCENT&M.V. r FIXED 0.100 AMPB. OVER APPLIANCES BELL TRANSF: :AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1OVER _.... _....... MOTI)RS H.P. I VOLTAGE PHS ' No. I II.P. VOLTAGE PHS MISCELLANEOUS