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Permit 237 Nautical Blvd (vault) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 i INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031586 Date 11/08/05 Property Address . . . . . . 237 NAUTICAL BLVD Tenant nhr, name . . . . . 8 OUTLETS/10 RECEPTACLES Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ SARLES, MIKE KNIGHT ELECTRIC LLC 13997-4 BEACH BLVD JACKSONVILLE FL 32246 (904) 247-9884 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ------- --- ------- -- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. y . BUILDING CyMCIA , CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD v� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031576 Date 11/04/05 Property Address . . . . . . 237 NAUTICAL BLVD Tenant nbr, name . . . . . . INSTALL CU & AHU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---------- ------------------------ DON' S AIR CONDITIONING INC P.O. BOX 10206 JACKSONVILLE FL 32247 (904) 398-4972 ----------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due - ---------- ---------- ---------- ---------- .Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL ' CITY OF ATLANTIC BEACH 'MECHANICAL PERMIT APPLICATION late: Property Address: ILC`rtG'lfG ¢ N` /#ZL��vrt �; E Owner: 1CAa i--%C cS'Ok (,t'S Telephone T-2`70 `©ZC�Z i Contractor: d.0 s AlC c' N ''�� - Telephone #• 90 `-_3 7�- Contractor Address: P-bA- 0-j- IOut 6�TA Fax --r----- In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein Type of Heating Fuel: If Other constrnc:ion is being done on this building A—Electricor site,list the building,permit number: Gas: —LP _ Natural Central utility i O(72— • oil ❑ Other--Specify. MECHANICAL EQUIPMENT TO BE INSTALLED — NATURE OF WORK — - Heat 4_ Space Recessed _Central _Floor Air Conditioning: T Rc�om Centr lr Residential t7uci System: Material Wut�'u" 4�.�r ss C�L ❑ Commercial Maximum capacityt`006 - cfin 13 Refrigeration ❑ New Bulding O Cooling Tower: Capacity__ —_ gpm { ❑ Fire Sprinklers:Number of Heads I,)?-- E,isting Building { ❑ Elevator; __ Manlift Escalr ato — (Number) !AR�cp�laccm,ent of'Existing System ❑ Gasoline Pumps_, : umber ❑ Tattles Y © LPG Co (Number) -\r"- New Installation { Containers �� (.Number) (No system previously installed) (3 Unfired Pressure Vessel _ _ i ❑ Boilers ❑ Extension of Add-on to Existing System ❑ Gas Piping Other-Specify,_REWC-f-CfAU v Other-Specify_____ if C"Q r/!O 011 --- LIST ALL ESUIPMENT4-�—_ -Y— AYR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR"S Approving Number Units Description Model# Manufacturer Ton's Agency LJ HEATUSG—FURNACES,BOILERS,FMEPLACES&AIR HANDLER'S Approving Number Units Description Model# Manulk rer 81'!''s Agency AePf-460--oc��l uoaaa'141 4 to- 1p TAVKS Nominal Capacity Type Liquid Sena! Dov— ---1 How 8c Dimensions _ Contained ManuEscrurtr Ne- _+ Agencyg { 800 Seminole Road.Atlantic Beach, Florida j2233-5445 � (0 Phone: (904)247-5800. Fax: (904)247-5845. http://wwvr,cLatlantic-beat il.as LANT/C' N. - 9 co a Y OR14P U • OF JOB ADDRESS DATE tC A / i2t THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted —cL tea.n C r7P) a c (( L2 bL[g,2 D�ce.. --------------- $tj&00 REINSPECT FEE 3s It is unlawful for any Carpenter, Contractor, Builder or persons,to cover or cause to be covered, any part of 1 with flooring, lath, earth or other material, until the pro inspector has had ample time to approve the installati After additions or corrections have been made, call 247-5826, Building Depart- Fl-'""B�Nc ,PREPARED 10/05/05, 12 : 08 :22 PAYMENTS DUE RECEIPT CITY OF ATLANTIC BEACH PROGRAM BP820L --------------------------------------------------------------------------- APPLICATION NUMBER: 05-00031092 237 NAUTICAL BLVD FEE DESCRIPTIONAMOUNT DUE ---------- ----------------- / ----------------------------------0-�,--- a RE-INSPECTION FEE TOTAL DUE 35 . 00 �pt4 L4 " Please present this receipt to the cashier with full payment . l p�LANTic O , � C.7 _ ORIOp NOTICE OF CITY OF ATLANTIC BEACH tt� c ( BUILDING /ZONING DEPARTMENT D. Ford 1, rf 800 Seminole Road i ins Atlantic Beach,Florida 32233 Doe (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # j �1 Property Address: Q t a t blvd , Applicant: `� C b 14 c 11 R Project: aJA ,+, L)v1- This ermit application h een: Approvedo R 'l�y Reviewed and theollowing items geed attention: Please re-submit you application hen t ese items have been completed. Reviewed By: Date: Date Contractor Notified: c?_ ` o F - ( iV CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (Alterations & Additions) Date: (3�D Job Address: ,2 Owner of Property. rn�'K 2 a Address: 3 8l1--'(/�/ 30c Telephone: 27p o 2 (D 2– Legal Description: BIock Number: ! Lot Number: 7 Zoning District: Contractor: f sv (� ,a -v,✓ C© 2-i,r State License Number: C. Contractor Address: Telephone:—9 t�V---��t'� l� Fax: �4 G/�Z� Describe proposed use and work to be done: ,��v.Y) Present use of land or building(s): �f, O O Valuation of proposed construction: V -00 c� What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? ` e-,5 New electrical or increase in service? ,.vim Add plumbing fixtures? /y © Add fireplace? A,,� Q Add heating/air conditioning? Is approval of Homeowner's Association or other,private entity required? A) t If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? 9�(O. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. [�NO. Applicant certifies that no trees will be removed for this project. ElYES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as aunroariate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Page 2 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ei.atiantic-beach.fl.us Revised 8/04 B .i i In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provide with this application is correct. Signature of own iLGa ate: () 3 I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the 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 federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: k-ea - Date: S 1 3 �O "'S Address and contact information of person to receive all correspondence regarding this application(please print). Name: -" O -5 /' d2 p Mailing Address: Telephone: 10 Fax: Q C 711 3;?,/;?E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of AQ 10,5 ,20_x. State of Florida,County of Duval Notary's Signature: _ A,ftawK Mryap[wS f DOl41s6iSM moo 11�2Versonally known M W fA�*WJWM x W- ❑ Produced identification Type of identification produced AS TO CONTRACTOR: I—Ld Sworn to and subscribed before me this 3'y" day of A'U5 J S ,204 State of Florida,County of Duval Notary's Signature: _ ' ersonally known ❑ Produced identification Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 3 Revised 8/04 r j\j ° Vis;\ CITY OF ATLANTIC BEACH % 800 SEMINOLE ROAD ....� �J� ATLANTIC BEACH,FL 32233 j INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031092 Date 9/19/05 Property Address . . . . . . 237 NAUTICAL BLVD Tenant nbr, name . . . . . . ROOM ADDITION Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 41200 Owner Contractor ------------------------ ----- ------------------- SARLES, MIKE & SANDY ALL PHASE CONSTRUCTION CO INC P.O. BOX 19775 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 981-9140 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee 290 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 41200 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 290 . 00 290 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 290 . 00 290 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH Q� 31� g PERMIT CALCULATION SHEET Date: Address 7 /JA UTic ogc �Cy� - 1�rZ7�Tla Heated Square Footage 3 @ $ per sq ft= $ Garage/ Shed @ $ per sq ft= $ Carport/Porch @$ per sq ft= $ Deck @$ per sq ft= $ Patio @$ per sq ft = $ TOTAL VALUATION: $ L`>' X00 $ Total V uation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: &S ` + %z Filing Fee $ FLOOD ZONE: _ (- ) Fireplaces @$35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $_ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( ) RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 1 NOTICE OF COMMENCEMENT tE State of Tax Folia No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,-and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: t3�dlL Y P S/�1� m Address of property being improved: a 'G General description of improvements: c9 Owner: i Wp -e -s Address: AC,,_,4, -S` X12 ,�C C, Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Address: Contractor: 44cc u C_. Address: L - ZZ T Phone No: Fax No: 0 Surety(if an 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,other than himself, designated by owner upon whom notices or other documents maybe served: Name: Address: Phone No: Fax No: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: t Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a ` different date is specified): THIS SPACE FOR RECORDER'S USE ONLY O NER;I�j� * Sign `\.�'�" Datet Before me this 3 ay of ^14 d in the County of Duval, State of Flo r' has personally ared ,ln13ig;;,0 JR ,< a _iE 130e ,nE:r P gges I Notary Public at Large, State of Florida,County�of Duval ;e, Q Recorded u �2o0` �+ �� ^�. My commission expires: 3`�(/ f't� r/ ,11IMFULiERCLERK CIRC,_IF .0;� t n•.)� �� C'�'=�N1 Personally Known: it or GCR1)1NG"o✓-0 Produced Identification: Wo A,Wmww 11, DEW jAach 2M VW"MF w W_ NOTICE OF COMMENCEMENT State of Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Q 614 n /C Address of property being improved: 2 Lf V Y General description of improvements: /7 Q C.J J S-e. Owner: D van e, k O E7 Zw WMliddress: J& rC. Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): r Name: pp Contractor: pLd 15 -S Con S j1-rLj,6�a C-)/) Address: Jay k- Telephone No.: /,/I Fax No: g a !�l Surety(if any) `¢6 r— VO) Address: Amount of Bond$ Telephone No: Fax No '-)roc#200.j13,749,ORDEQ 12715 Paye :3075, Na iii--oer Pac-, 1 Name and address of any person making a loan for the construction of =;r d,. Fz corde.:10s129;2005 at 04'04 PM J40 FULLER CLQ:"K CIRCUIT CC)URT -',,;WL Cr UNT1 Name: RE 00,RD;NiG$10.,x., Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER c� / Signed: ate:_ S �l ( �� Before me this 'day m of /1 the County of Duval,State Paulo A.Hammy I, �# � Of Florida,has personally appeared My Notary Public at Large,State of Florida,County of Duval. My commission expires: Personally Known: or Produced Identificatign: f � x l o / Permit number Tax Folio number �Y NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF DUVAL THE UNDERSMED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,the following information is provided in this Notice of Commencement. 1. Description of property: 2. General description of improvements: 3. Owner information: c a. Name and A ss: b. Interest in property: dq c. Name and address of fee simple titleholder(other owner): 4. Contractor's name and address: S-S / 1 CAC),-) a, Phone number: FJ Fax n ber: O 8 �l �(6S- Yo 5. Surety information: _ _ a. Name and address: _ 6 ( l q?�75 , y R 7� �'a. -Y;t b, Phone number. c, Fax number: d. Amount of bond: 6. Lender's name and address: a. Phone number: b. Fax number: 7. Person within the State of Florida designed by owner upon whom notices or other documents maybe served as provided by 713.12(1)(#), Florida Statues. Name and Address: a, Phone number: b. Fax mimbd 8, In addition to himself/herself, owner designates of to receive a copy of the Lienor's Notice as provided in LJ Section 713.12(1)(b), Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of Recording unless a different date is specified w - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C-01• Residential Limited Applications Prescriptive Method C NORTH 1 2 3 SI"Additions,Renovations A Building Systems Canpiartoe wits Metbd C d Chapter B of to Fbridi Ewgy Ellaen•T code may be dernonsraW by are used Form MOUl for addiitiars of 600 square lest or leu,so&i*MW co iiiiia e d ffmAcared Homft era ragva. io singe and mWarilv residences.Ahmeive metwds are aWM la adrJ m use of Form 6008.01 or 600A-01. PROJECT NAME: BUILDER: A77517I.7771 AND ADDRESS: PERMITTOFFICE: INC, ZONE:CLIMATE 1 ❑2 ❑3❑ OWNER: PERMIT N0. JURISDICTION NO.:�� I SMALLADDIT06 TO EXISTING RESIDENCES(eW Square loor Woof mnftW area).Preemptive regwarenb n Tables 6C•1,6C•2 and 6C•3 appy o*a ft=rparsrrb d the adrliM rot b lis sis"bAft Space McOrq ooditq,errd water healirq equiprrert elldeay levet must ba met arrW when equprtreM is iretaled specfiaply b serve the adrlilion a b treirtg irtstaMed'n cmjtrwion wih the adriim caaluneion CarpmmIts sepereirq urCon timed spa=Irom c till6 ed apexes moat meet the prescribed mwwnum nsutaim levels.RENOVATIONS(Residential buildings udergoirq re 0W=caahq ngre then 3D%d to assessed value d ria btildrq).ftorpirs req*w"n Tables Cl and 6G2 appy aiy b t>e camparents and equtpntertl berg weabd or replaced.MANUFACTURED HOMES AND BUILDINGS.Orly sa nstalled campaerut and leaeras wilw ared by MYS spm&%DM SYSTEMS Carey when ompble now syslem is irm aled. Please Print CK 1. Renovation,Addition,New System or Manufactured Home 1. ►'-'+l�fJ. 2. Single family detached or Multifamily attached 2. 5 l� 3. If Multifamily-No.of units covered by this submission 3. la'- 4. Conditioned floor area(sq.ft.) 4• 43 Q 5. Predominant eave overhang (ft.) 5• -1.-s- 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a. sq.ft. -lG sq.ft. b. Tint,film or solar screen 6b. sq.ft. sq.ft. 7. Percentage of glass to floor area 7• 8. Floor type and Insulation: a. Slab-on-grade(R-value) - - _�2Q lin.ft. 6a. R= b. Wood,raised(R-value) 8b. R= sq.ft. c. Wood,common(R-value) Sc. R= sq.ft. d. Concrete, raised(R-value) +} I!Id. R= sq•ft. e. Concrete,common(R-value) $e. R= sq.ft. 9. Wall type and insulation: . a. Exterior. 1. Masonry(Insulation R-value) 9a-1 R= sq. ft. 2. Wood frame(insulation R-value) 9a-2 R= _1L_ sq. ft. b. Adjacent: 1. Masonry(Insulation R-value) 9b-1 R= sq. ft. 2. Wood frame(Insulation R-value) 9b-2 R= sq. ft. c. Marriage Walls of Multiple Units'(Yes/No) 9c 10. Coiling type and insulation: a. Under attic(Insulation R-value) 10a. R= 3n sq.ft. b. Single assembly(Insulation R-value) 10b. R= sq.ft. 11. Cooling system' (types:central,room unit,package terminal A.C.,gas,existing,none) 11. Type: PCIt SEER/EER: ( O 12. Heating system': (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type: N ( 0 gas h.p.,room or PTHC,existing,none) HSPF/COP/AFUE:. -7 _ 13. Air Distribution System": �1` a. Backflow damper or single package systems" (Yes/No) 13a. b. Ducts on marriage walls adequately sealed' (Yes/No) 13b. 14. Hot water system: 14. Type: (Types:elec.,natural gas,other,existing,none) EF: •Pertains to manufactured homes with site installed components. I hereby certifyat lana�gdl spec ations covered by the calculation are in Review d pans and speciticatons covered by this caksrlatlon indicates canrpiance corrpliance wt Erse C with the Florida Energy Code.Bel stnrc4on' completed,this tlutldng will be ?-9---CT inspected for compliance in ith 55,3 8 F.I. ►RE►ARED 0Y DATE: c--- I hereby certiy that tits rq is in compliance wdh Florida Energy Code. BUILDING OFFICIAL: . OWNER AGENT: ---__..__ DATE: ..-- ... - DATE: -- FLORIDA BUILDING CODE-BUILDING 13.201 Climate Zones 1 2 3 TABLE 66.1:PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(6W Sq,Ft.and Less),RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES. MINIMUM INSULATION MINIMUM INSTALLED COMPONENT INSULATION INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY Concrete Etock R•7 Central A/C-Split SEER = 10.0 SEER = U) Frame,2'x 4' R-11 0 Frame,2'x 6' R-19 � -Single Pkg. SEER = 9.7 SEER = 3 Common,Frame -R-11 g Room unit or PTAC EER = 8.5' EER = Common,Masonry Rti3 Under Attic R-30 Electric Resistance ANY N Single Assembly;Enclosed Heat pump•Split HSPF = 6.8 HSPF = z Frame R-19 Single Pkg. HSPF = 6.6 HSPF -+ Metal Pans R•13 U Single Assembly;Open R•10 i Room unit or PTHP COP = 2.7' ' HSPF/ Common,Frame R-11 a COP ca Slab-on•grade No Minimum uai Gas,natural or propane AFUE = .78 AFUE Raised Wood R-19 Fuel Oil AFUE = .78 AFUE 8 Raised Concrete R-7 LL Common,Frame R-11 w Electric Resistance EF = .88 EF = In unconditioned space R-6 i 3 Gas; Natural or L.P. EF = .54 EF In conditioned space No minimum Fuel Oil EF = .54 EF = T 'See Table 6.3.6-7 RIPTIVE N 0 LA AREAS IN ADDITIONS ONLY Maximum oereentaoe olass to floor area allowed is selected by type,overhano len th and solar heat ciain coefficient. Max mum%= Installed% GLASS TYPE,OVERHANG,AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double 1'•.87 0'-.78 2'-.87 l'-.78 F2-.78 3'-.78 0'-.75 1'-.75 0'-.61 NOT 1'-.61 NOT 2'-.61 • 0'-.57 ALLOWED ; 0•-.44 ALLOWED 1'•.44 0'-.35 Gel certified SHGC from the manufacturer or use defaults: Single clear SHGC=.87,double clear SHGC=.78,and single tint SHGC=.75 TABLE 6C,9 VMINIMUM REQUIREMENTS FOR ALL PACKAGES REQUIREMENTSCOMPONENTS - SECTION Exterior Joints&Cracks 606.1 To be caulked. a keted weather-stripped or otherwise sealed. Exterior Windows 6 Doors 606.1 Max.0.3 cfm/sq.ft.window area;.5 cfm/s .h.door area. Sok rL Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. RecessedUghting 606.1 Type IC rated with no penetrations two alternatives allowed). Multi-story Houses 606.1 1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion devices with inte ral exhaust ductwork. Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air; Hestino except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric) or cutoff(oas)m st be provided, External or built-in heat trap regu'red for vertical pipe risers, Swimming 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a Pools b Spas Dump timer.Gas spa 8 pool heaters must have minimum thermal efficiency of 78%. Hot Water Ploes 612.1 Insulation is re wired for hot water circulatin systems(includino heat recovery units). Shower Heads 612.1 Water flow must be restricted to no more than 2.5 oallons per minute at 80 PSIG. HVAC Duct 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached, Construction, sealed,insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be Insulation&Installation insulated to a minimum of R-6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: :j I.On Table ZI bdicale the R•vakre a the imtulaion being added to each conparent and the efficiency levels of the equipment being instated.All R•vallxes and efficiencies installed must meet of exceed the minirrxm values listed. Clyrhporsrha Jird equiprrent neither beq added nor renovated may be lat WA. 2 ADDITIONS ONLY.Dlatertw the percentage of new glass to condlioned Boor area in he addition as follows.Total the areas of all glass windows,siding glass doors and glass door panels.Double the area anal non vertical rod glass end add t b the previous tole.When glass in eW q exterior wells is beirhq removed or enclosed by the addition,an arralnl equal to Ute total area of tis glass may be subtracted Imm the total glass area Divide the adusted gIaSSJireabtalbytleoorhdilahedtoerareaatheadditon Muffiplyl7y100bgathepercent.Fuv�0largestglasspercentageunderwhichyourcalculatedpercentagelalisanTableSC•2.Presaiplivesaregivenbythelyp oIglass (So or Doubn Pte)and the overhan;(OH)paired with a solar heat gain coelfitaarht(SHGC).For a germ glass Nle and ung,the minimum solar heat gain coefficient allowed is specified ksnal glass windows and doors pfwb lynk8:osriorwalsOfkh0 seardbengranslaledntteaddiiondonotlovelow"withtteoverhangandsolarhealganeoeffi ientrequirements onTable 6C•2 NnewglassntheadAmmuslmeatlheregl na for we of the Wm in file glass percentage category you indicated.The overhang(OH)distance is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the ovedharq. 3.RENOVATIONS ONLY.Replacement glass needs to no the following requirements.Any glass type and solar heal gain coeticient may be used for glass areas which are under at least a two bot overhang and Am lowest edge does not extend kurther to a keel iem the overhang.Glass areas being renovated that do not meet this criteria must be alher single-pane anted,double-pane dear or double-pane timed. 4.BUILOM SYSTEMS.Conply when new system is installed for system installed. S CWO*he nbrrthe m requested m are lop hat of page 1. &Read Unum Requa nrents for Smell Addiors and Reno aions',Table 6C•3,all shad all applicable items. 7.Read,sign and dale the'OvstedAguart'certification statement on page 1. 13.202 FLORIDA BUILDING CODE-BUILDING >rLl CITY OF ATLANTIC BEACH co_ BUILDING /ZONING DEPARTMENT L. F ggins 800 Seminole Road oe Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: c�5 7 ISI d u+IT CH 01L-;-t\ 6 y (t) Applicant: Q P �,t d: - ; n- - r U f�� 0 Project: ( tw l A ( I .I� V This pe it application has been: Approved Reviewed and the following items need attention: Please re-submit ur application when these items have been completed. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (Alterations & Additions) 4� Date: Job Address: .2- 0 Owner of Property: m -ecr n e. 3r oc Le-5 Address: ,2 3 ? /Ucc &1&1 1ce::6Q t�� 50c_)A Telephone: 2?G g2_0 '2_ Legal 202- Legal Description: Block Number: Lot Number: -] Zoning District: Contractor: ti; /lec se- C a5 r�i Ck vi✓ Ccs Tnt_ State License Number: C_Xr, �J Contractor Address: &2V 1(4 �-� Telephone:16) �_G?7i�� f L y Fax: 2271 3 Describe proposed use and work to be done: Jec, kid CX4 Present use of land or building(s): , .z-0 e)J Valuation of proposed construction: , )-0- 0, y v What are the dimensions of the added space: feet x_ 2 feet Will the added area be heated and cooled? y 5 New electrical or increase in service? .IUjQ .0 Add plumbing fixtures? Jy D Add fireplace? ,J d7 Add heating/air conditioning? .e� Is approval of Homeowner's Association or other,private entity required? /Q j) _ If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? /0. Applicant certifies that no change in site grade, impervious area or fill material will be used on this v project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. 5 NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ei.atiantk-beach.fl.us Page 2 Revised 8/04 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provide with this application is correct. r Signature of ownAWJ 1 r?` =1 .�` J 1 ate: I hereby certify that I have read and examined this application and know the same to be true and correct All provisions of the 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 federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor. Date: t3 ( -3 1,0 -5- Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Y 17c� J u(, -D�^ c/ �f /�C 5 �-�/-5 Telephone: q U!J Fax: i S/ 3R E-Mail: AS TO OWNER: Sworn to and subscribed before me this �� day of 20 . State of Florida,County of Duval Notary's Signature: --�—" a op" pada aw t 11 O 00 ersonally known �W�WmavPne1�n me ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Swom to and subscribed before me this 3 r� day of AZ4") J ,20 J State of Florida,County of Duval Notary's Signature: c 2 8' 6,rsonally known ❑ Produced identification Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 - http://www.ei.atlantic-beach.fl.us Page 3 Revised 8/04 Pt N 0 7 s it '0 � O 1600 b N i p s�2��g9ronlZ> _ �v p z o C �m r Cft p�Ndu�i�i�y �� •. � S v) bR n �tp4M _ o I o ti 120.3' o � 64) M� ti R r..h �. tip• .... • .. . _ -1 SQuo �' `�� ,I� ��►. �f o �� 10 to 8f _ 0 3 C yI ..b M '� c. •�•� ,Zrl) n p rn H _ Z;e 4'- S S �n 1� 2>CZ A ~ Q c Z ofg~z0° ° o and DeP t z ° I Plarahi Z P G h P __ 1116�Pprovil-V WO R 1 mo I m zoning, subdivision Rd other legal tar 0 .� { development req W don c g4 62' approval for lead n Colnplia Q h$ a S c! veriliad atwa of the CRY oftem*n N 8 s 1 O 1t Is ias><+anaa of a l /J/j O a wFdir►g I Ing PerKrek. Q2°32' 08'� ?h �' Approded�yi: Q -3 0 at Due= D C --Z11 �QN12'10 $ D XS�l�'2�`iCbCl��tl , T5a ,,tea y��'�?r I — Iuntltlt I 111111itURWititttI FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 2 FORM 600C-01• Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions,Renovations i BufWing Systems Carpfirice wish Maltod C d Chapler 5d the Raids Emo Eficiertry Code may be derronented by the used Fam 6000-01 for a0lbro d 600 square lest or lass soe irotaied sergeant d rtertlacared homes ab ragvaaeta 10 sareprmWktaWW&W=byuse0l Form 6008-01 a 600A-01. PROJECT NAME: i 0 L_A lk I i BUILDER: - ',CW)CI AND ADDRESS: OFFICE:PERMITTING ZONE:CLIMATE 1❑2 ❑3❑ OWNER: PERMIT N0. JURISDICTION NO.: SMALL ADDITIONS M EXISTMIG RESIDENCES(600 Square feel a less d oaliW*area).Presaoo regmmanb n Tables 6C•1,r,2 and 6C•3 appy only iothe oaw"d the addir m rot lothe exalrg fNikfirg. Space haft 00*4 end wrier his"equipment sheeny levee must be mel only when equipment a mama specftiy to serve the amWn or is bang irefaied in will tle ad&w cameta:liat Canlpt M taparelrg urlcarldlaed tpaoes kam oardlored apaas rtast meet the pretcrned rtinintm insulaucn levels.RENOVATIONS(Residential buildings undargaq rerrova0oro sooting mae than 30%d le assessed value d Inti hildag).Prwcrplve red omera in Tables OC-1 and 6G2 apply aiy to m conporents and equipment being renaaled or replaced.MANUFACTURED HOMES AND BUILDINGS.Only Elaq st W campaer s and lealum arsmvwWbytobm,WLDW SYSTEMS Corrply"Im plelerawsystemIsiataied. Please Print CK 1. Renovation,Addition,New System or Manufactured Home . 1. nn 2. Single family detached or Multifamily attached 2• S (� 3. h Multifamily-No.of units covered by this submission 3. ld� 4. Conditioned floor area(sq.ft.) 4• 5. Predominant Predominant save overhang(ft.) 5• --L-�- 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a. sq.ft. `tG sq.ft. b. Tint,film or solar screen 6b. sq.ft. sq.ft. 7. Percentage of glass to floor area 7• % 4. Floor typo and insulation: _ a. Slab-on-grade(R-value) 8a. R= _!l� _�:� lin.ft. b. Wood,raised(R-value) ; 8b. R= sq.ft. c. Wood,common(R-value) 8C. R= sq.ft. d. Concrete, raised(R-value) 8d. R= sq.ft. e. Concrete,common(R-value) 8e. ` R= sq.ft. 9. Wall type and Insulation.- a. nsulation:a. Exterior. -� c_� 9a-1 R= sq. 1. Masonry(Insulation R-va)ue) ft. 2. Wood frame (Insulation R-value) 9a-2 R= �sq. ft. b. Adjacent: 1. Masonry(Insulation R-value) 9b-1 R= sq. ft. 2. Wood frame(Insulation 8-value) 9b-2 R= sq• n c. Marriage Walls of Multiple Units' (Yes/No) 9c 10. Ceiling type and Insulation: a. Under attic(Insulation R-value) 10a. R �[Z s4 ft b. Single assembly(Insulation R-value) 10b. R= sq.ft. 11. Cooling system' (Types:central,room unit,package terminal A.C.,gas,existing,none) 11. Type: 'Pnf r c-- SEER/EER: l U 12. Heating system*: (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type: ( 0 gas h.p.,room or PTHC,existing,none) HSPF/COP/AFUE: -7 _ 13. Air Distribution System*: a. Backflow damper or single package systems' (Yes/No) 13a. b. Ducts on marriage walls adequately sealed' (Yes/No) 13b. 14. Hot water system: 14. Type: (Types:elec.,natural gas,other,existing,none) EF: *Pertains to manufactured homes with site installed components. 1 'r specificationsmon indicates comptiance 1 hereby certi aVlans d spec ations covered by the calculation are in Re rtheFlond sEndergy ode coveM constr ythis nscomWete lasbvYdrWwill De nce er„)""' CtE�� inspected for compliance in accordance with Section 553.908,F.S. �RE�ARED OT�p// DATE: �-_� -I hereby certilly that tn oompiance with Florida Energy Code. BUILDING OFFICIAL: -- OWNaRAGENT: DATE: ..--- -- 13.201 FLORIDA BUILDING CODE-BUILDING Climate Zones 1 2 3 TABLE 6G1:PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(600 Sq.Ft.and Lou),RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES. MINIMUM INSULATION MINIMUM INSTALLED COMPONENT INSULATION INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY Concrete Block R-7Central A/C-Split SEER = 10.0 SEER = 0 Frame,2'x 4' R-11 z Frame,2'x 6' R•19 Single Pkg. SEER = 9.7 SEER 3 Common,Frame -N-11 9 Room unit or PTAC EER = 8.5• EER = Common,Masonry 8t3 Under Attic R-30 Electric Resistance ANY N Single Assembly;Enclosed Heat pump.Split HSPF = 6.8 HSPF = z Frame R-19 a Single Pkg. HSPF = 6.6 HSPF = -+ Metal Pans R-13 w Lu Single Assembly;Open R-10 W Room unit or PTHP COP = 2.7 HSPF/ _ V Common,Frame R-11 a COP Slab-on-grade No Minimum Cn Gas,natural or propane AFUE = .78 AFUE _ Raised Wood R•19 Fuel Oil AFUE = .78 AFUE 8 Raised Concrete R-7 U. Common,Frame R-11 w Electric Resistance EF = .88 EF In unconditioned space R-6 i 3 Gas; Natural or L.P. EF = .54 EF In conditioned space No minimum Fuel Oil EF = .54 EF = Sae TaCte 6,3.6-7 TIVE REQUIREMENTSO L S AREAS IN ADDITIONS ONLY Maximum percentage glass to floor area allowed is selected by type,overhanq len th and solar heat oain coefficient. Maximum%= Installed%_ GLASS TYPE,OVERHANG,AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double 1%.87 0'-.78 2'•.87 l'-.78 2'-.78 3'-.78 0'•.75 1'-.75 0'-.61 NOT 1'-.61 NOT 2'-.81 • 0'-.57 ALLOWED 0'•.44 ALLOWED V-.44 0'-.35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC=.87 double clear SHGC=.78,and single tint SHGC=.75 TABLE 6C.3 I MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS -SECTION REQUIREMENTS CHECK Exterior Joints&Cracks 606.1 To be caulked, a ket d weather-stripped or otherwise sealed. Exterior Windows b Doors 606.1 Max.0.3 cfm/s .ft.window area.5 cfm/s .ft.door area. Sole A Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Ughting 606.1 Type IC rated with no penetrations two alternatives allowed). Multi-story Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion devices with inte ral exhaust ductwork. Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air; Hestina except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric) or cutoff(aas)must be provided, External or built-in heat trap reguired for vertical pi2e risers. Swimming 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a Pools 6 Spas I Pumptimer.Gass a&pool heaters must have minimum thermal efficient of 78%. Hot Water Pipes 612.1 1 Insulation is required for hot water circulatin systems(includina heat recovery units). Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. MVAC Duct 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached, Construction, sealed,insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be Insulation Installation insulated to a minimum of R-6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1.On Table 8C-1 indicate the R-value d the insulation being added to each component and the efliciertcy levels of the equipment being instated.At R-values and el iciencies installed must meet or exceed the mi ntxm values listed. CaMwerts and equipment neitltar being added Thor renovated may be left blantc. 2 ADDITIONS ONLY.Odom the percentage of new glass torbndlioned floor area in bre addition as follows.Total the areas d all glass windows,siding glass doors and glass door pan els.Double the area of at non•varical rod plass and add it to the previous lolal.Mm on in existing exledor wets is being renhoved or encclosed by the addition,an amohutt equal to the total area d this glass may be sublracled Iron this IWaI glass hu Divide the adc W glmwealotalbythecah6fartWkwareaoltheaddom MA*by100bgetthepercent.Firh "largestglasspercenlageunderwhichyourcaladatedpercentagelabonTable6C•2.Presaiplimaregvenbythetyp olglass (Siliglat or Double pane)and fa overhang(OH)Pied with a solar heat gain coefficient(SHGC).Fore pan glass t pe and overhang,the mnxxth solar heal gain coefficient allowed is specified.Actual glass widows and On previ *intheetdarbwalsoffthicuse and being iftialled in ft addition do not have tocorriply with the overt"and solar heat gain welficient requirarrents onTable 6C-2 AlnewglassntheaddAmffw lmedtheraquir ned for one d the options in the(glass percerhlage cu)M you indicated.The overhang(OH)distance is measured perpertilvilarly from the lace of the glass to a pont dire;*under the outermost edge of the ovedarhg. 3.RENOVATIONS ONLY.Replacement glass needs to meet the following requirements.Any glass type and solar heal gain coefficierht may be used lor glass areas Ad are under at least a two lootoverhang and whose lowest edge does not sderd kdw tan 8 IN tram the overhang.Glass areas begg renovated that do not meet this criteria must be eitw sirhgle-pane tnted,double-pane dear or double-pane limed. 4.BUILDING SYSTEMS.Comply when new system is installed for system tulated. 5.Cmhpkte the Wmisim requested m Ire lop That of page 1. &Rod'lWht w Requtermift for Sad Addibs and Renovations'.Table 6C-3,and dhhtck all appkable ileus. 7.Read,sign and dale the 10wrhergAW certification stalerrert on page 1. 13.202 FLORIDA BUILDING CODE-BUILDING IJob -Truss Truss Type -City Ply SARLES RESIDENCE I 10502120 CJ67 j ROOF TRUSS 12 1 p. Job Reference(optional) 1-6-13 8-1-2 - 6.000 s May 19 2004 MiTek Industries,Inc. Tue Aug 23 09:20:42 2005�IM12 -2-9-15 5-2-5 9-10-13 2-9-15 5-2-5 4-8-7 Sce =121.3 4 314 M112— 3 4 24 12 / i' 2 / B1 rr i 10 n 7 12 s s 1 �� 214M O. 314 M1120 3.4 M1120 8-1-2 11-6-13 8-1-2 5-2-5 9-10-1 9-1p-13 5-2-5_ 4-7-11 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d _T PLATES GRIP TCLL 20.0 Plates Increase 1.25 ! TC 0.53 Vert(LL) -0.05 6-7 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.08 6-7 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC20011ANS195 (Matrix) Weight:44 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-6-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=141/Mechanical,2=605/0-5-11,5=349/Mechanical Max Horz2=325(load case 2) Max Uplift4=-201(load case 2),2=-523(load case 2),5=-212(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=51,2-8=-743,3-8=-676,3-9=-68,4-9=39 BOT CHORD 2-10=652,10-11=652,7-11=652,7-12=652,6-12=652,5-6=0 WEBS 3-7=231,3-6=-708 NOTES (5-7) 1)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp B;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 201 Ib uplift at joint 4,523 Ib uplift at joint 2 and 212 Ib uplift at joint 5. 3)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)4.31b down and 25.91b up at 4-4-12,4.31b down and 25.91b up at 4-4-12,and 47.8Ib down and 115.1 lb up at 7-2-11,and 47.81b down and 115.1 Ib up at 7-2-11 on top chord,and 15.61b up at 1-6-12,15.61b up at 1-6-12,11.91b down at 4-4-12,11.91b down at 4-4-12,and 41.91b down at 7-2-11,and 41.91b down at 7-2-11 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. 4)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 5)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 7)Use SIMPSON LS30 at joint#5 to attach jack truss to girder. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,2-5=-30 Concentrated Loads(lb) Vert:8=52(F=26,B=26)9=-96(F=-48,B=-48)10=31(F=16,B=16)11=-24(F=-12,B=-12)12=-84(F=-42,B=-42) 'yq 1 / fl 1 Y Job Truss Truss Type Qty Ply SARLES RESIDENCE 10502120 J61 ROOF TRUSS 4 1 8-6-10 r _ Job Reference(optional) 6.(KJgs2May 19 2004 MiTek Industries,Inc. Tue AW409:20:42 2005 Page 1 -2-0-0 1-0-0 3 2-0-0 1-0-0 I ` /' Scale=169 1 11 6.00,2 % a e, T, � � a 2.4 W20- 8-6-10 8-1-2 8-1-2 1-0-0 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.00 2 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert (TL) -0.00 2 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:7 l LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-98/Mechanical,2=277/0-3-8,4=14/Mechanical Max Horz2=114(load case 4) Max Uplift3=-98(load case 1),2=-356(load case 4) Max Grav3=156(load case 4),2=277(load case 1),4=14(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=49,2-3=-73 BOT CHORD 2-4=0 NOTES (3-4) 1)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp B;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 98 Ib uplift at joint 3 and 356 Ib uplift at joint 2. 3)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 4)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1 l II Job Truss Truss Type Oty Ply SARLES RESIDENCE 10502120 J63 ROOF TRUSS q 1 Job Reference(optional) 9-6-10 8-1-2 6.000 s May 19 2004 MiTek Industries,Inc. Tue Aug 28(3)9;20:43 2005 Page 1 -2-0-0 3-0-0 2-0-0 3-0-0 3 I Style=1 10.> I 600112 / 2 /T/ Bi Za / 2=a mnza 9-6-10 8-1-2 8-1-2 3-0-0 _ 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.26 Vert LL) 0.00 2-4 >999 240 �M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.00 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:13 lb LUMBER BRACING - TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=28/Mechanical,2=284/0-3-8,4=42/Mechanical Max Horz2=184(load case 4) Max Uplift3=-58(load case 3),2=-275(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=49,2-3=-58 BOT CHORD 2-4=0 NOTES (3-4) 1)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp B;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 58 Ib uplift at joint 3 and 275 Ib uplift at joint 2. 3)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 4)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard IJob .Truss - Truss Type iQty IPly SARLES RESIDENCE it 0502120 J65 ROOF TRUSS q 1 Job Reference(optional) 10-6-10 8-1-2 6.000 s May 19 2004 MiTek Industries,Inc. Tue Aug 23 89rR0243 2005 Page 1 -2-0-0 _ 5-0-0 2-0-0 5-0-0 3 j Scale-1 14 4 600,12 T� 2 Bi 1 L 2,4 MI 120 10-6-10 8-1-2 8-1-2 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.03 2-4 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) -0.04 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:19 lb LUMBER BRACING TOP CHORD 2 X 4 SVP No.21) TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=102/Mechanical,2=348/0-3-8,4=72/Mechanical Max Horz2=255(load case 4) Max Uplift3=-154(load case 4),2=-283(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=49,2-3=35 BOT CHORD 2-4=0 NOTES (3-4) 1)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category It;Exp B;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 154 Ib uplift at joint 3 and 283 Ib uplift at joint 2. 3)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 4)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1 81'a 910. I Job .Truss Truss(TrType Qty Ply SARLES RESIDENCE 0502120 J67 ROOF TRUSS g 1 ' Job Reference(optional) 11-6-10 8-1-2 6.000 s May 19 2004 MiTek Industries,Inc. Tue Aug 23 0&*2 4 2005 Page 1 -2-0-0 7-0-0 2-0-0 7-0-0 3 Scala=i'.18 Z 6w Ti / 2 4 i I14 WIN 11-6-10 8-1-2 8-1-2 7-0-0 7-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.11 2-4 >776 240 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.16 2-4 >517 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:26 lb LUMBER BRACING - TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=164/Mechanical,2=424/0-3-8,4=102/Mechanical Max Horz2=326(load case 4) Max Uplift3=-247(load case 4),2=-310(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=49,2-3=58 BOT CHORD 2-4=0 NOTES (3-5) 1)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp B;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 247 lb uplift at joint 3 and 310 Ib uplift at joint 2. 3)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 4)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 5)Use SIMPSON LS30 at joint#3 to attach jack truss to girder. LOAD CASE(S)Standard l Job Truss Truss Type Qty Ply SARLES RESIDENCE 10502120 T01 ROOF TRUSS �1 1 - 1 Job Reference(optional) 8-1-2 6.000 s May 19 2004 MiTek Industries,Inc. Tue Aug 23 08;2(126 2005 Page 1 -2-0-0 3-9-4 7-0-0 12-0-0 17-0-0 20-2-12 24-0-0 26-0-0 2-0-0 3-9-4 3-2-12 5-0-0 5-0-0 3-2-12 3-9-4 2-0-0 Scale=1'.47 4 4.12 MI120H- 4x12 M1120H- 20 M1120 i' 3 11 12 4 13 14 5 8 00112 1 wz wr � 1 I ' s b'/i - -- -- - 1� / 10 15 16 17 v 3.8 MII20- 1B 2x4 MI120 I Sx89 MII20- 2x46 MII20 I 3.8 MI'20- 8-1-2 20-8 1 2 8-1-2 3-9-4 7-0-0 1 12-0-0 17-0-0 20-2-12_ 24-0-0 3-9-4 3-2-12 5-0-0 5-0-0 3-2-12 3-9-4 — LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/def L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.26 9 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.29 9-10 >980 180 M1120H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.45 Horz(TL) 0.10 6 n/a n/a BCDL 5.0 Code FBC20011ANSI95 (Matrix) Weight:112 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-0-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2067/0-3-8,6=2067/0-3-8 Max Horz2=-137(load case 5) Max Uplift2=-1686(load case 4),6=-1669(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=49,2-3=-3750,3-11=-3871,11-12=-3871;4-12=-3870,4-13=-3870,13-14=-3871,5-14=-3871,5-6=-3750,6-7=49 BOT CHORD 2-10=3262,10-15=3289,15-16=3289,9-16=3289,9-17=3289,17-18=3289,8-18=3289,6-8=3262 WEBS 3-10=645,3-9=714,4-9=-515,5-9=714,5-8=645 NOTES (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp B;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1686 Ib uplift at joint 2 and 1669 ib uplift at joint 6. 6)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)197.01b down and 369.71b up at 7-0-0, 109.91b down and 208.21b up at 9-0-12,109.91b down and 208.21b up at 11-0-12,109.91b down and 208.21b up at 12-11-4,and 109.91b down and 208.21b up at 14-11-4,and 237.01b down and 369.71b up at 17-0-0 on top chord,and 390.81b down and 217.71b up at 7-0-0,71.91b down at 9-0-12, 71.91b down at 11-0-12,71.91b down at 12-11-4,and 71.91b down at 14-11-4,and 390.81b down and 217.71b up at 16-11-4 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including SCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard _ 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-54,5-7=-54,2-6=-30 Concentrated Loads(lb) Vert:3=-197(F)5=-197(F)10=-391(F)8=-391(F)11=-110(F)12=-110(F)13=-110(F)14=-110(F)15=-72(F)16=-72(F)17=-72(F)18=-72(F) 81�9/Ds `Job Truss li Truss Type qty Ply SARLES RESIDENCE '0502120 T02 ROOF TRUSS �1 1 Job Reference(optional) 8-1-2 6.000 s May 19 2004 MiTek Industries,Inc. Tue Aug 23 08X26 2005 Page 1 -2-0-0 4-9-4 9-0-0 1 15-0-0 19-2-12 24-0-0 26-0-0 2-0-0 4-9-4 4-2-12 6-0-0 4-2-12 4-9-4 2-0-0 Scale=1 474 4.5 WI2D- 4xB M1120- 4 5 Z7 i B.DO;12 2x4 MII201 \ 2,4 M112- 3 2 ZZW31W. B Id W1 2 61 / b 1( � 11 tD 9 \ B 4.5 N112D= 3x8 M1120 3x4 M1120 3zd M1120 4x5 M1120= \ 8-1-2 8-1-2 9-0-01 15-0-0 1 24-0-0 9-0-0 6-0-0 9-0-0 Plate Offsets(X,Y):[5:0-5-4 0-2-0) ------ -- — -- LOADING(psf) SPACING2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.17 7-9 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.25 7-9 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.04 7 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:119 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-3-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1115/0-3-8,7=1115/0-3-8 Max Horz2=161(load case 4) Max Uplitt2=-710(load case 4),7=-710(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=49,2-3=-1676,3-4=-1435,4-5=-1250,5-6=-1435,6-7=-1676,7-8=49 BOT CHORD 2-11=1454,10-11=1250,9-10=1250,7-9=1454 WEBS 3-11=-241,4-11=330,5-11=1,5-9=330,6-9=-242 NOTES (5-6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp B;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 710 Ib uplift at joint 2 and 710 Ib uplift at joint 7. 5)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 8/�9/D Job Truss Truss Type Qty I Ply SARLES RESIDENCE 0502120 T03 i ROOF TRUSS 1 1 Job Reference(optional) 8-1-2 1 6.000 s May 19 2004 MiTek Industries,Inc. Tue Aug 23 08;2f;27 2005 Page 1 1 -2-0-0 5-9-4 11-0-0 13-0-0 1.8-2-12 24-0-0 26-0-0 1 2-0-0 5-9-4 5-2-12 2-0-0 5-2-12 5-9-4 2-0-0 Sw1e 1474 4.5 M1120- 4x5 M1120— 5 T2 / - I 8.0012 2x4 M1120� aI 2.4MII20� 6 I \W1 F 81 W1/ 11 10 1 1 � 4.5MI120= \ 4.5 M1120- 4�SMI121\l 3.4 M1120= 3.4 M1120-= J 8-1-2 8-1-2 11-0-0 13-0-0 24-0-0 11-0-0 2-0-0 11-0-0 Plate Offsets —_— LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP 7CLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.35 7-9 >815 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.49 2-11 >576 180 BCLL 10.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.04 7 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrx) Weight:116 lb LUMBERBRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purtins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1115/0-3-8,7=1115/0-3-8 Max Horz2=185(load case 4) Max Uplift2=-732(load case 4),7=-732(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=49,2-3=-1628,3-4=-1290,4-5=-1097,5-6=-1290,6-7=-1628,7-8=49 BOT CHORD 2-11=1414,10-11=1097,9-10=1097,7-9=1414 WEBS 3-11=-368,4-11=365,5-9=365,6-9=-368 NOTES (5-6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp B;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 732 Ib uplift at joint 2 and 732 Ib uplift at joint 7. 5)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard d Job - Truss (Truss Type Qty Ply SARLES RESIDENCE 0502120 T04 ROOF TRUSS 14 1 8-1 2 Job Reference(optional) 6.000 s May 19 2004 MiTek Industries,Inc. Tue Aug 23 09:50!2005 Page 1 -2-0-0 6-3 4 12-0-0 17-8-12 24-0-0 26-0-0 } I 2-0-0 6-3-4 5-8-12 5-8-12 6-3-4 2-0-0 Sr e=1 46.9 9x5 MI120— 4 600112 2x4 MUD��/ \ 2.4 WIN// V 2 I JX U � 3xd MII20= 3x4 M1120_ 3,4 M1120- 3x4 M1120— 3.4 M1120= 8-1-2 8-1-2 8-2-3 15-9-13 24-0-0 8-2-3 7-7-11 -- 8-2-3 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.13 6-8 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.18 6-8 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.04 6 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:113 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-2-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1115/0-3-8,6=1115/0-3-8 Max Horz2=-196(load case 5) Max Uplift2=-742(load case 4),6=-742(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=49,2-3=-1677,3-4=-1500,4-5=-1500,5-6=-1677,6-7=49 BOT CHORD 2-10=1430.9-10=970.8-9=970,6-8=1430 WEBS 3-10=-284,4-10=575,4-8=575,5-8=-284 NOTES (4-5) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp B;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 742 Ib uplift at joint 2 and 742 Ib uplift at joint 6. 4)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 5)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 842 4�D� CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION' Permit Number: 18456 Address: 237 NAUTICAL BOULEVARD SOUTH Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Logs): Block: Section: Square Feet: Subdivision: SEASPRAY Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 7/02/1999 Name: SARLES, MIKE Total Fees: 25.00 Address: 237 NAUTICAL BOULEVARD SOUTH Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 7/02/19.99 Phone: (000)000-0000 Work Desc: REPIPE CONTRACTOR APPLICATION FEES LARRY TEAGUE AND SONS PERMIT 25.00 Inspections Re 4ui'red FINAL NOTICE -INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO,COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLA`tION OF APPLICABLE PROVISIONS QF,LAW. PAID "AP 1 1999 og p8anttc 8d� 1 ,® -� —--- Date: 7/02/99 81 Recei t: 8 16 ATLANTIC BEACH UILDING DEPT. CHECKS p ,� ►►�elba ; � C4 of Affarflc ecf CI7y OF AlLAYTZC QAC.? ADPL CAT ION r�"OR PLU?►*.�I�TG � . ? CON v ACTOR LARRY TEA & 2CN'y'RACIOR' S FnDF..SS :�`� + C'T' 7E LICENSE r-IBE:. 0 56776 L� HOW MAA^_' OF THE FOLLOWING FIXTURES INSTALLED 0 217- � SHOWERS _ LAVATORY _ EATER H AT _. .RJ , 5 A'_H _U2 S 11,.1 s FR.S RINALS _ CLOSETS w A S I TG FLOOR LP�%�INS S O'iER _ PANS ai�WER WATER Z� F.EP_IPE OT: E-,\ TOTP.L FIX^URES: x $3. 50 1 S15. CO XINI?70NLI PEFUMIT FEE - $25. 00 SIGNATURE 0= OWNER.: / SIGNATURE Or CGNT T INSTALLn T'IO.; OF PLL;MBING AND FIXTURES MUST BE =N ACCCRDAITCF. 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U -'. .I � �j ti + H 3 _r Q W �� tt� 1.0 aoo H qaA m m r n O w1914H cd o y as 0"04 e _ a gal �w H • _ ry p J •� z R O to O a 9 H +to+MOD H ^g N C H s r~ o o a, � a9Y O A N Ln cv O �Lo agoQ E- 0 3o Yi �� Cu O x � I - w � , a s ow F C*I Q7 i ^ O r., �3 rn z i a 6 z V9 oa rill Ir�G3 cr CD Of LL # p ui LO W. z WWW UJ I O W y-Bo i�ND z m M Q. Z zy= LIJ °Om �I GGGGGG7 � o GGGGG xxx aIw n Iv00 W G �,. PRO � G "IR gal w GGGGG 0000000 e U.S.DEPARTMENT OF MOUSING ANO URBAN DEVELOPMENt0 FEDERAL HOUSING ADMINISTRATION F11A Form 2005 For accurate register of carbon copies, form Form Approved VA Form 26-1852 may be separated alon above fold. Staple OMB No. 63—ROOSS 1(ev.2/74 completed &beers together in original order. -= Proposed Construction DESCRIPTION OF MATERIALS No. (To be ;,,,e,Ied by ,A or V,,) C] Under Construction Atlantic Beach property address Seaspray Cit, Jacksonville State Florida Mortgagor or Sponsor _ Barnett Bank of Jacksonville 100 Laura Street ('Mame) (Address) Contractor or Builder Arbor Homes, Inc- _ 1140 Edgewood Avenue South tNamr) (Address) INSTRUCTIONS 1. For additional information on how this form is to be submitted, unless required, then the minimum acceptable will be assumed. Work number of dies, etc., see the instructions applicable to the FHA exceeding minimum requirements cannot be considered unless specifically Application for Mortgage Insurance or VA Request for Determination of described. Reasonable Value,as the case may be. 4. Include no alternates, "or equal" phrases, or contradictory items. 2. Describe all materials and equipment to be used,whether or not (Consideration of a request for acceptance of substitute materials or shown on the drawings, by marking an Y in each appropriate check-box equipment is not thereby precluded.) and entering the information called for in each space. If space is 5. Include signatures required at the end of this form. inadequate, enter "See mise." and describe under item 27 or on an 6.- The construction shall be completed in compliance with the related attached sheet. THE USE OF PAINT CONTAINING MORE THAN FIVF, drawings and specifications,as amended during processing, The specifica- TIId'I3IS OF ONE PERCENT LEAD 13Y WEIGiT IS PRC t=TED. tions include this Description of Materials and applicable Minimum Pro- 3. Work not specifically described or shown will not be considered perty Standards. +1. EXCAVATE Bearing soil, type Sand Z. FOUNDATIONS: Footings: concrete mix 25Q D PST ; strength psi Reinforcing 244 Foundation wall: material Concrete Block 8V Reinforcing 8" gal. ladder wire Interior foundation wall: material N/A Party foundation wall M/A Columns: material and sizes N/A Piers: material and reinforcing N,4 Girders: material and sizes N/A Sills: material L "?thele Basement entrance areaway N/A Window areaways N/A Waterproofing 6 Mill Visgueen Footing drains N,h Termite protection $n i 1 Pn i -,nn Basementless space: ground cover N 4A ; insulation N ZAr ; foundation vents N ' „ -- Special foundations structural slab when f 11 excess /4" Additional information: N/A 3. CHIMNEYS: Material N/A Prefabricated(maks and size) N/A Flue lining: material N/A Heater flue size _N/A Fireplace flue size N/A Vents (material mad iia), gas or oil heater _SLA water heater N,�h Additional information: 4. FIREPLACES:- Type: IREPLACES:Type: ❑ solid fuel; ❑ gas-burning; ❑circulator(awke and si=t) N/A Ash dump and cleanout N ZA Fireplace: facing . ,NIZ A ; lining N14A- ; hearth _; mantel NA Additional information: N/A S. EXTERIOR WALLS: Wood frame: wood grade, and speciedgables #2 pine 2X4" ❑ c.nt. bracing. Building paper or mt 15# felt Sheathing TLA , thickness_ N/A; widthN/A ; ❑ solid; [3 spaced —b1 ZA." o. c.; ❑diagonal;..U 4A Siding r�ahI c-c ; grade 01 ; typeT].J.1 _; size 4-Z8 ; exposure—NZA.__"; fastasriag.GaI " Shingles N/A ; grade N A ; typeN/A ; size _DI/A_ exposure X ZA _"; fastening b1/A Stucco N/A ; thickness 5/8 Lath N/A ; weight N/A lb. Masonry veneer Sills .N/A Lintels N/A Base!lashing N/A Masonry:] solid ❑ faced ❑ stuccoed; total wall thickness R" "; facing thickness "; facing material Backup material N/A ; thickness N/A"; bonding N/A Door sills Concrete window sills Brick Lintels eonc 245 aad,flashing 811lintle blk Interior surfaces: dampproofrng, coats of furring lX2 PT Additional information: Exterior painting: material TR T M. Ac ry 1 i c paint — Sherwin W i 1 1 i ams ; number of coati Gable wall construction: ❑ same as main walls; M other construction _3/RR 'P 1 InAznnd W.J tb—STn & Rattan, 6. FLOOR FRAMING: Joists: wood, grade, and species N/A ; other N/A ; bridging N/A ; anchors N/A DESCRIPTION OF MATERIALS 9. PARTITION FRAMING: Studs: wood, grade, and species SYL #2 size and spacing 2x3 = 24" OC Ott Additional information: loa,-d beari na partitions 2x4 (a 16" 0-c_ 10. CEILING FRAMING: Factory Assembled trusses - see detail Joists: wood, grade, and species Other Bridging Additional information: 11. ROOF FRAMING: Factory Assembled trusses - see detail Rafters: wood, grade, and species Roof trusses (see detail): grade and species PTNX Additional information: 12. ROOFING. 'Y" CDX Plywood w/grain right angle to trusses Sheathing: wood, grade, and species ; asotid; ❑spaced._._._"oc. Roofing Asphalt Thick Butt ; grade size ; type Underlay #15 AS- It_J�elt ; weight or thicksNn, size 1 9X36 ; fasterpg 1 " gcr a 1 Built-up roofing N/A ; number of pliessurfatting material N/A Flashing: material Ga1V—Iron 315 High �. ; gage or weight 26 gravel stops; ❑ snow guards Additional information: Seal Tab 13. GUTTERS AND DOWNSPOU]S: Gutters: material N A gage or weight. N/A size shape N/A Downspouts: material N/A .; gage or weight N/A ; size. NZA ; shape N/A ; number N/A Downspouts connected to: ❑ Storm sewer; ❑ sanitary sewer; ❑ dry-well. gJ Splash blocks: material and size n on r r a t a 1 R X'10 Additional information: DiVerters as l3 - _scar �«off ®YytxaiiyCs� 14. LATH AND PLASTER Lath []walls, ❑ ceilings: material ; weight or thickness a�� Plaster: coats ; finish Dry-wall [a walls,❑ ceilings: materialGxzpRl7m ; thickness ; finish pain tart ; Joint treatment Taped & S aC c ed Ceiling & Walls 15. DECORATING: (Point, wollpoper, •k.) 7 st)ra7 & binder Rooms WALL Fmm MATLRIAL AND AnUCATION Canino Fims" MATLauL ANd AAUCATMU Kitchen 2 coats Bath Other 2 coats latex flat sti le Additional information: 16. INTERIOR DOORS AND TRIM: Flush H.C. " Doors: type ; material Luan Mahoq ; thickness 1 3/5 Door trim: type 9" $t'rick material Pi na Base: type S�pf-1C ; material Pinim —; size Finish: doors_ NatLirnl ; trim SAMP aS Wall -q- ami —g,]pec Other trim (ittnt,type and!oration) N/A Additional information: 17. WINDOWS: Aluminum Windows: type S ingle-Hung make J<;nr.^ material Aluminum sash thickness . 062 Glass: grade -0-1,R (Ddn-q) ; ❑ sash weights;$] balances, type q P r inn head flashing N,A Trim: type R—ded ; material Gal-.--- Paint oamia jag wa s ; number coats 2 Weatherstripping: type continuous material Vinyl Storm sash, number Screens: ❑ full; ® half; type a3 requi rad number--Al-l—; screen cloth material PO Basement windows: type N/A material N1111 a screens, number Storm sash, number Special windows N Additional information: 18. ENTRANCES AND EXTERIOR DETAIL: so � „core Main entrance door: material Ponderosa PiAeWidth —; thickness 1---V.4 Frame: material —e l -P ne; thickness 3'� Other entrance doors: material gonr3 .rt7sa Pi n•avidth 9. ' R" ; thickness.l---37.4 Frame: material Yel.Pine; thickness_UX Head flashing A I IIM1pIjM Weatherstripping: type saddlesAluffilli'a e Screen doors: thickness "; number screen cloth material N/A, -orm doors: thickness '; number bl/A Combination storm and screen doors: thickness -""; number_". screen cloth material k,//A Shutters: C] hinged; [$fixed. Railings _—pg=r p!ani ,Attic iouvers V®nted sr,If-fit M122 Exterior millwork: grade and species F.xt®rieIr Paint 2 .,gats ai I A,r 1at 4q*r coats Additional information: All exterior doors solid Core 19. CABINETS AND INTERIOR DETAIL Kitchen cabinets, wall units: material Wood & Plywood ; lineal feet of shelvesM_; shelf width 12 Base units: material ; counter top kl a t i ^ ; edging S aMe Back and end splash 4" Lam. Plastic Finish of cabinets Baked Enamel, Stain-Lamnt Wsc A.r�.l:r:.,� ..t.:.ut-• ..,.1.. VATIC 1 A. 1 0 T -.._....... m...1..t 21. SPECIAL FLOORS AND WAINSCO L.ocArsoN Mwssaur,tJowa, Boaosa,Suss,Gwas EmTHarsHot.o Wm.L BAss UNOLVr.poa MATZIUAL MATULAL MAnumu Kitchen Vinyl Asbestos 1/1611 _ 12x12 Wood Concrete Bath " - r' 11r?z 1 Wood Concrete HstaHr HMWr IN SHowus LocwrwN MATsatAt,Oaoa, Botwsa, Cow.Stas,GAGE, EmHaCHr Ovsa Tus (Faou FLooa) Bath Ceramic Tile 4 x 412-) Tub Alcove 7 ' to cEiling to ceilin 3 Bathroom accessories: ❑ Recessed; material ; number ; ❑Attached; material ; number Additional information: 22. PWMBIN4: Ftxruas Nueva LAXAssad MAna Mrs's Ftxsysa ItxKnncArioN No. SIZE Corot Sinkm tments 2 20x16 SS Lavatory Water closet Bathtubn 711 Shower over tubo Stall thowerA Laundry trays (� Curtain rod ❑ Door ❑ Shower pan. material clompotitp _ Water supply:E) public; ❑ community system; ❑ individual (private) system.* Scwage disposal: [public; ❑ community system; ❑ individual (private) system.* *Show and describe individual system in compkie detail in stparatt drawings and s/,vrcifdcations according to requinmrnts. House drain (inside): ❑ cast iron; ❑ tile;$] other DVS' House sewer (outside): ❑ cast iron; ❑ tile; ] other p17C Water piping: ❑ galvanized steel; :M copper tubing; ❑ other Sill cocks, number 2 Domestic water heater: type Rlec7tric make and modelR}hPPM car F.iiia 1 ; heating capacity$i —rPrnvars gph. 100' rise. Storage tank: material ; capacity 40 gallons. Gas service: ❑ utility company; ❑ Eq• pet' gas; ❑ other Gas piping: ❑ cooking; []'house heating. Footing drains connected to: ❑ storm sewer; 0 sanitary sewer; ❑dry well. Sump pump; make and model ; capacity ; discharges into x3. HEATING: See Heating Plans & Layout ❑ Hot water. ❑ Steam. ❑ Vapor. ❑ One-pipe system. ❑ Two-pipe system. ❑ Radiators. ❑ Convectors. ❑ Baseboard radiation. Make and model— N/A Radiant panel: ❑ floor; g] wall; ❑ ceiling. Panel coil: material NSA ❑ Circulator. ❑ Return pump. Make and model N/A ; capacityWn. Boiler: make and model N/A Output Btuh.; net rating Btuh. Additional information: Warm air: ❑ Gravity. 0 Forced. Type of system-Airflow/ianitrol — see Flans —Cera tra 1 r ic- Duct material: supply f i he rg l a s c; return f i herd 1 a c a Insulation N�A , thickness I it ❑ Outside air intake. Furnace: make and model Input KW Btuh.; output 3¢, 3:3 E) Btuh, Additional information: ❑ Space heater; ❑ floor furnace; ❑ wall heater. Input NZA Btuh.; output— Btuh.; number units NAA Make, model N/A Additional information: Gontroh:m*ke-aad-types /�l/' ( U L L i T Additional information: Lc 5=;' ��!,� 'acL X)""/" ' 'i �� i_.•'�: c _-_ __ �. Fuel: ❑ Coal; ❑ oil; ❑ gas; ❑ Eq. pet. gas; ® electric; ❑other T\T/n ; storage capacity NA Additional information: Firing equipment furnished separately- ❑ Gas burner, conversion type. ❑ Stoker: hopper feed ❑;bin feed ❑ Oil burner: ❑ pressure atomizing; ❑ vaporizing N/A Make and model _ K/A Control N/A Additional information: NAA Electric heating system: type Input watts; @ volts; output--&uh. DESCRIPTION OF MATERIALS 26. MISULAIIM: LorATm3m T"ac"an MA7saL%L,Tyra, AND MrrHop or INSTAUA"ON VAPOR BARRIRR Root 6" Fiberglass -a-ET—s Ceiling Wall Floor " st rofoam erimt!ter HARDWARE(make, material, and finish.) _ -Westl nc+k brag_ i n i _h SPECIAL EQUIPMENT: (State material or make, model and quantity. Include only equipment and opplionces which are accept. able by local law, custom and applicable FHA standards. Do not include items which, by established custom, are supplied by occupant and removed when he vacates premises or chatths prohibited by low from becoming realty.) included in price Rancrp_ $350. 00 Smoke Detector wonetnrelI rrr49a inns 7 4` Sn_ nn 27. MISCELLANEOUS: (Describe any main dwelling materials, equipment, or construction items not shown elsewhere;or e usto provide additional information where the space provided was inadequate. Always reference by item number to correspond to numbering used on this form.) N/A PORCHES: 4" concrete 2/6x6 WWM (Front & Side Stoops) TERRACES: 4" concrete GARAGES: see plans WALKS AND DRIVEWAYS: Driveway: width 8O_Tfikw materialSand ; thickness 4 "; surfacing material concrete ; thickness ' Front walk: width. A ; material ; thickness 4 ". Service walk: width ; material thickness " Steps: material ; treads "; risers—". Cheek walls OTM ONSITE IMPROVEMENTS: -- (Sptcth all exterior onsite improvements not described e1jewhere, including items such as unusual grading,drainage structures, retaining ruatts,fence. raitieBs, and acnrsrd x structures. LANDSCAPING, PLANTING, AND FINISH GRADING: Topsoil " thick: in front yard; ❑ side yards; ❑ rear yard to feet behind main building. Lawns (sen6d,ANW,or sprigged):3 D front yard S r i cTPrl side yards _r,r i cr d � -�— -- + ❑ Y' --r—��L ❑ rear yard __p r i c4�+d� j,.,c+ Planting: ❑as specified and shown on drawings; ❑ as follows: 1 ct...t- *.,... A—.A....... 7 " __c—_ 2 z i ti v � 1 xs. iy'L" 9 � 4 n ��TAPPROVED IT RFAC'i �. CITY OF Yq&44di' Be"4-0;,Ca�i& Office of Building Official REQUEST FOR INSPECTION Date JULY 22, 19,91 Permit No. _ k319b. Time A.M. Received P.M. District No. III DUVAL 237 NAUTICAL BLVD SOUTH SFA SPRAY Job Address Locality ►Name's NEW MET COMP. contractor ALLSTATE ELECTRIC COMP. BUILDING PLASTERING ELECTRICAL PLUMBING HEATING Foundation ....C1 Wire , Chimney .... ❑ La h •,.•••• .0 Rough Wiring ..p Rough ........p incl p Framing '• . ••••❑ Finish Wiring .,❑ Final Final .......❑ Fixtures .......❑ Sewers ........ """ Final .g,..•....❑ Brownh ..❑ Motors p 0 Water Heater Footing .......0 Finish ......,❑ Temp-Pole p ess ool ....0 Slab ........❑ Wallboard ..... p .0 Lintel Beam ...p 0 Final Inspection. Top-out .......fl Water . FOR INSPECTION Mon. Tues. Wed. Thurs. Fri. Inspection Made A.M. P.M. Inspector .� CITY OF f4da4dic /3e=4-14Kd-4 Office of Building Official RF�QUEST FOR INSPECTION Date JUNE 18, 198 #4707 Permit No. Time 9:00 AM A.M. III DUVAL Received P.M. District No.. 237 NAUTICAL BLVD. SEA SPRAY Job Address Locality owner's NEW MET BUILDERS DON HARRIS PLUMBING Name Contractor BUILDING PLASTERING ELECTRICAL PLUMBING HEATING Foundation ....❑ Wire Chimney .....•••..❑ Rough Wiring ..❑ Rough ........[] Rough ...... Framing .......p Scratch p Finish Wiring ..❑ Final .........❑ Final ......❑ Fixtures .......❑ Sewers '' Final ..........C] Brown ...... ••.•••• ❑ Water Heater ..❑ Footing .......p Finish ..❑ Motors ❑ Gas p t .......� ••••.....❑ Temp-Pole .....C] Cesspool ......p Slab ..........p Wallboard .....I_] Final Inspection.❑ Top-out ....... Lintel Beam ...❑ Water READY FOR INSPECTION �- .� /A.M. Mon. Tues. Wed. Thurs. ifJ P.M. Inspection Made .A.M. P M. Inspector- �� CITY OF 4d4a& /3e 4C i-I&Tic& Office of Building Official REQUEST FOR INSPECTION Date JUNE 10, 1981 Permit No. Received 2:15 PM P.M. District No. III DUVAL 237 NAUTICAL BLVD. SEA SPRAY Job Address Locality owner's NEW MET COMP. NEW MET COMP. Name Contractor BUILDING PLASTERING ELECTRICAL PLUMBING HEATING Foundation ....C] Wire ...........❑ Rough Wiring ..❑ Rough ........Cl Rough ........❑ Chimney ......❑ Lath ..........❑ Finish Wiring ..❑ Final .........El Final .........❑ Framing .......❑ Scratch .......❑ Fixtures .......❑ Sewers ........C] Water Heater ..❑ Final ..........❑ Brown ........❑ Motors ........❑ Gas ..........❑ Footing .....'. sh ......El Temp-Pole .....C1 Cesspool ......❑ Slab ❑ allboard .....❑ Final Inspection.❑ Top-out .......El Lintel Beam Water .........❑ gWQY FOR INSPECTION A.M. Mon. Tues. ( Wed. Thurs. Fri. P.M. A.M. Inspection Made P.M.. Inspector C CITY OF A&W& Office of Building Official REQUEST FOR INSPECTION 't No #47 07 — Dete MAY 29 1981 A.M. District No. imeived •/ 5 PM P.M. ee SEA SPRAY 237 NAUTICAL BLVD. Locality Job Address NEW 'MET COMP. contractor DON HARRIS PLUMBING Owner's Name ELECTRICAL PLUMBING HEATING BUILDING PLASTERING ❑ Rough wiring.� Rough.. ............. F�n ❑ Rough............0 . ............❑ al...............❑ Foundation.......❑ Wire.................. Chimney...........❑ Lath..................❑ Finish Wiring..❑ Final ". ... Framing............❑ Scratch..............Q MotorsFixture'S...........0 S.W.;. secs...... .........❑ Water Heater..❑ Final.................❑ Brown............... Cesspool...........0 Finish................❑ Wallboard ......••0 WATER A.M. READY FOR INSPECTION Fri.----P.M. Wed. Thurs. on. Tues. ��• Inspection Made Inspector B-t.2 CITY OF 0040909 office of Building Official REQUEST FOR INSPECTION jkz1699 Permit No. MAY 29 81 III DUVAL District No. Time. 3:35 PM P M• SEA SPRAY IV Receed Locality 23I NAUTICAL BLVD. Job Address NEW MT COMP Contractor HEATING 0 Name s NEW MET CO• PLUMBING ELECTRICAL 0 Rough.......•— BUILOING PLASTERING [] Rough............... Final...............0 Rough Wiring Final...............: Water Heater.. wire..................� Finish Wiring.. Sewers..............❑ Foundation....... Fixtures.........•I] Lath..................� Gas...................❑ Chimney...........1-3❑ Scratch.............� cesspool...........0 Framing.......—"0 ..❑ Motors............ Cessp Brown....:......... � Final................. Finish................o A.M. Wallboard P.M. READY FOR INSPECTION Thurs. Fri. -----�— _SLAB© Tues. pdWed. _,1 $-0: Mon ,Z- inspection Made ! � Inspector • 4 CITY OF 00fal ^"- Offiayioal�flsr' office of Building INSPECTION REQUEST FOR Permit No. DUVAL Date A.M. District No. III Time. 9:00 AM P.M SEA SPRAY ReceNed Locality VD 0 T HARRIS 2 A NEW MET COMP (DON Job Address HEATING 0 Contractor Owner's W M PLUMBING ELECTRICAL Bough ❑ Name PLASTERING Rough Final...............❑ BUILDING Rough Wiring.❑ Wire.......... ❑ Final.................❑ Water Heater..❑ ❑ ❑ Finish Wiring sewers...............❑ Foundation....... Lath.................. Fixtures... Gall ❑ Chimney...........❑ ❑ Gas............... ❑ Scratch..............❑ Motors........ Cesspool...........❑ Framing............ grown............... A.M. Final.................❑ Finish................❑ P.M. Wallboard ........ Fri.------ � READY FOR INSPECTION hurl. p,Ml,A Tues. Wed. P:M: Mon. Inspection Made nspector CITY OF AWA ow4 tUC &ISA- Office of Building Official REQUEST FOR INSPECTION Date MAY 20,1961 Permit No. imceeived 3:30 PM P.M. District No.III DUVAL 237 NAUTICAL BLVD.-A SFA SPRAY Job Address Locality Owner's Name NEW MET COMP, Contractor NEW MET COMP, BUILDING PLASTERING ELECTRICAL PLUMBING HEATING Foundation.......❑ Wire..................11 Rough Wiring.El Rough...............❑ Rough............❑ Chimney...........❑ Lath..................❑ Finish Wiring-0 Final................. ❑ Final...............❑ Framing............❑ Scratch..............C1 Fixtures..........❑ Sewers...............❑ Water Heater.. ❑ Final................. ❑ Brown...............❑ Motors............11 Gas................... ❑ Finish................❑ Cesspool...........❑ FOOTING Wallboard ........❑ READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. ri. P.M. Inspection Made 1P,:J�]' Inspector�e ral CITY OF oftft6;C &WA• � a Office of Building Official May 18,198'1. REQUEST FOR INSPECTION Date Permit No. Ti 2:45 PM A.M. III DUVAL Received P.M. District No. 237 NAUTICAL BLVD. SEA SPRAY Job Address Locality Owner's NEW MET COMP. Contractor NEW MET COMP Name BUILDING PLASTERING ELECTRICAL PLUMBING, HEATING Foundation.......❑ Wire..................❑ Rough Wiring ❑ Rough...............❑ Rough............❑ Chimney...........❑ Lath..................11 Finish 'Wiring ❑ Final................. Final...............❑ Framing............❑ Scratch..............❑ Fixtures..........❑ Sewers...............❑ Water Heater..❑ Final................. ❑ Brown...............❑ motors.............❑ Gas...................❑ CLEAR LOT Finish...............❑ Cesspool...........❑ Wallboard .........❑ READY FOR INSPECTION A.M. Mon. ues. Wed. Thurs. Fri. P.M. Inspection Made11:0: inspector 7777, v'r1 .8-1.2 .. CITY OF 716 OCEAN BOULEVARD—DRAWER 26 ATLANTIC BEACH. FLORIDA 32233 INSPECTIONS BUILDING PERMIK NO.# 4699 ELECTRICAL PERMIT NO.# PLUMBING PERMIT NO.# JOB ADDRESS 237 NAUTICAL BLVD. SOUTH ATLANTIC BEACH FLA 32233 CONTRACTOR NEW MET COMP. OWNER NEW MET COMP. DATE REMARKS �INSPECTTOR FOUNDATION FOOTING SLAB PLUMBING (R) TOP-OUT SEWER TEMPORARY POLE LINTEL/BEAM COLUMN ,I ELECTRICAL (R) PLUMBING (F) FRAMING / ELECTRICAL (F) GRADES SHOT CLEARING LOT � 000, OTHER FINAL INSPECTION _ V.'ILL!AM S. HOWELL _ JAMES E. MHOON ALAN C. JENSEN L. W. MINTON, JR. CATHER ;NE G. VAN r.ESS "?,r-Cc-,m77'ss!cner Comm;ss;oner Ccmrn;ssIcner Com^:ss:oner L r,r-„s, ane• RILL r.':. DAVIS OLIVER C BALL' MRS. ADS' .DE R_ TUCKER CARL STUCKI C '; . .z -der Cay .,.corcey C"t, C'e'r-'.. ._v er C^ clce �a t k 4 . . . r -13 f JULY 22, 1981 PRE-SERVICE SECTION 'RD FLOOR JACKSONVTLLE ELECTRIC AU'T'HORITY BLDG. 233 WEST DUVAL STREET. JACKSONVILLE,FLORIDA 32202 DEAR SIR: THE FOLLOWING LISTED FINAL INSPECTIONS HAVE BEEN MDE AND ARE SATISFAC- TORY: PERMIT NO.#3194 - 237 NAUTICAL BLVD SOUTH. ATLANTIC BEACH FLORIDA 32233. ALLSTATE ELECTRIC CONTRACTORS,INC. Sincerley, GAE/REV G.A.EDvARDS DIRECTOR OF PUBLIC WORKS ' RE TO COMPLY WITH THE MECHANIVS FOR OFFICE USE ONLY LID LAW CAN RESULT IN THE PROPERTY Date..../7ef.? --...--.19 �I QWNER AYINT + �E I' R BUILDING Permit *--``1�..fr--�f.-.......Fee$._�•z ;o!/.. IMPROV041-11'I',;;.'CITY OF ATLANTIC BEACH valuation $- eZ oo .- ------ FLORIDA House #,,& -�. u =�•,!..... ....................................................... APPLICATION 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.........._ --.........- -•-•-•.................•........... . 9x . _. Owner---A)b ---•- :fO� 0- ...Telephone NoZllZr Architect------------------------------------------------- . ----------------•-----.------------.--Address..........................................................Telephone No.--------•----------•---- - `` <�(� ATelephone No. Contractor Builder.-----•- -----•• ------------•---------•------••................. ----------------------------------------------- . 5 � �� ... ..Zone Lot No------------•-7----•--••--•------------------Block No.--•---------------•--------Sub Division...._4- ..........' ------------------------------- ----Street-----------------------'Side Between_...................------------------------------and------------------------------------------------------Sts. "�`�`/- Valuation $-. R_J(ar---For what purpose will building be used4�[a& : Type of conatruction. .1�....... Dimensions of Building___.Z�_.___?'S_-�o ...____:Dimensions of Lot...._'?„�_-.-�C_1 .4.............._Size of Footings-----------�-.------ --/ Size of Piers---.___ ------------•----------Size of Sills.-------- ---...--.--.--.G'reatest Sill Span in ft..•------------------------Type How will Building be Heated '4 I!--- ---l�- j>�......Will Building be on Solid or Filled Ground?.........50 ic�.......... Size of Ceiling Joists------------------------------------------- Distance on Centers................ " ._.__, Greatest Span-___----_--__----: -'-............. " Size of Floor Joists------------ - ----..... Distance on Centers...... ----•............................ Greatest Span........-...----.---..._. ..-. " �� -�--••.---•--. VS Sc-- ------ Distance on Centers.............� ....__.__......... Greatest Span.._._._..___....-..- Size of ra.------ ----------- APPROVE - -------- A P P R O V E D This rectangle is to represent the lot. CITY OF ATLANTIC DEAC { Locate the building or buildings in the right position. Give distance in feet from BUILDING OFFICE all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall MAY 18 1981 be submitted with application. Inspections required. D1 1. When steel is in place and ready to pour footing. W W 2. When steel is in place and ready to pour columna and/or lintel. a r a S. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. " 6. When septic tank drain field or sewer is laid but before it is covered. .wAr 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City o Atlantic Beach. _ \J �`wpcpla Signatureof Builder-• •... • -•----- -------..... .. Address....... --•------------••---------•------ -•----._...---•-•-------- ...... Signature of Owner... �j ./ O S• �� ....G-.... ..........................•----....._.__...:-----••------._ Address................................................. ---........-----•------•----.....---•-•--...... CITY OF. ATLANTIC BEACH 716 OCEAN BOULEVARD ATLANTIC BEACH, FLORIDA _ ADDENDUM TO BUILDING PLAN 1 , Building Location: AV,6Q 2. The attached plan for the above building is approved subject to meeting the following applicable construction requirements: a. Footings shall be continuous monolithic concrete under exterior walls, reinforced with two 5/8" deformed reinforcing rods for one-story buildings and three 5/8II 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 cables 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. In hollow masonry unit construction, each unit cell shall be reinforced with at least on No. 4 bar at all conrners, poured and tamped with concrete; such rein- forcing shall be properly tied into the footing 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, 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 and shall be at least 500 feet apart if any one similar dwelling is visible from any other similar dwelling. e. The final connection between the house plumb.ing 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. Contractor/Owner Date CITY OF ATLANTIC BEACH WATER CONNECTION CHARGE DATE w%roe ISYI LOCATION_ OWNER .(/�L� P LUMB I NG FIRM ,Qer� ,rfLiOie.C�S` �I6cA/ C�. MASTER PLUMBER BUILDER OR CONTRACTOR TYPE OF BUILDING , Aor 02 BATHROOM GROUP CONSISTING OF SHOWER STALL, DOMESTIC ( 2 UNITS) WATER CLOSET,LAVATORY AND BATH TUB OR SHOWER STALL.(6UNITS) /A SHOWERS GROUP PER HEAD ( 3 UNITS) BATHTUB ( WITH OR WITHOUT OVER SURGEONS SINK ( 3 UNITS) HEAD SHOWER) (2 UNITS) FLUSHING RIM SINK ( 8 UNITS ) BIDET (3 UNITS) SERVICE SINK TRAP STAND ( 3 UNITS ) COMBINATION SINK AND TRAY ( 3 UNITS) POT,SCULLERY SINK ( 4 UNITS ) COMBINATION SINK AND TRAY W/FOOD DIS. ( 4 Units) URINAL, PEDESTAL,SYPHON JET BLOWOUT. ( & UNITS ) DENTAL UNIT OR CUSPIDOR ( 1 UNIT) URINAL, WALLL LIP ( 4 UNITS) DENTAL LAVATORY ( 1 UNIT) URINAL STALL, WASHOUT ( 4 UNITS) DRINKING FOUNTAIN (!I UNIT) URINAL TROUGH EACH 2'SECTION j DISHWASHER ( 2 UNITS) ( 2 UNITS) FLOOR DRAINS ( 1 UNIT) WASHING MACHINE RES. ( 3 UNITS KITCHEN SINK ( 2 UNITS; WASH SINK EACH SET OF FAUCETS ( 2 UNITS ) KITCHEN SINK W/WASTE GRINDER ,3 ( 3 UNITS) WATER CLOSETS, TANK— OPERATED ( 4 UNITS ) LAVATORY ( 1 UNIT ) WATER CLOSETS, VALVE OPERATED LAVATORY,BARBER,BEAUTY PARLOR ( 8 UNITS ) ( 2 UNITS ) LAUNDRY TRAY ( 2 UNITS ) LAVATORY, SURGEONS ( 2 UNITS) ATLANTIC BEACH 7,1633, "---.-----FLORIDA IVY 15, 1981 NAME-- E1,7 1,1ET C0.11T-. -137 !�:AUTLIU -D S ADDRESS.- L ,BL� OU�ri CITY---- �71LLNVTIC BEkCh ILA 32233 . CT:. . . . . . . . . . . . . . . $200.00 Z,C G,-)U;T ':0•-343-3700 7:!J-J,,, UJ'� 0 i C;q-_T,, ,IEP I I ZP 3E. 00 CC)', C"j"T C) 7 1-3 4 3-5 2,01 0 SLI C -,(. . . . . . . . . . . . . . . y 0 When Signed, Dated and NumL,5red, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment �JTY OF ATE M41TIC BEACH, FLORIDA TREASURER CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 - OFFICE COPY ' WATER 1 "' I TOTAL'` DATE WATER SEWER GARBAGE HER a DUE METERS 5/15/81 $85.00 $4.00 89.00' 3/4' CONST. METER WATER. M T r f r, i x - 4707 DEPARTMENT OF BUILDING PERMIT t CITY OF ATLANTIC BEACH. FLORIDA z PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Dat �B —1951 Valuation$ PLIDIBING Fee$ 9.00 fee has been paid to City Treasurer, and is This permit not valid until above provisions of la". subject to revocation for violation of applicable DON 11,A-RRIS PLUMBING CO. This is to certify 2210 BLANDING BLVD. JACKSONVILLEa 1,AVATO1tY 1 : . r TUB has permission to install 1 SINK r }al TWF S/F DI&LLING n Classificatio NEW 2iET COMP. Owned by Bloct ji4 SID SBA SPRAY Lo House No According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE SP CTED BEFORE POURING. IN PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE 0 Building material, ris rubbish an Iseeebd from this work most not be P alic haliled away by either sace, and must be cont tor and led �—� or owner. IgAN AGER, ACTING CITY CAIS, F. STJJCKI Building official- CONTRACTOR PERMIT DATE FOR OFNICE NUMBER USE' LY PLUMBING ELECTRICAL SEWER WATER Cl TY OF ATLANTIC BEACH APPLICATION FOR PLUMBl NG PERMIT DATE LOCATION PLUMBING FIRM — MASTER PLU 143ER Cl TY/COUNTY OCCUPATI ONAL L I CENSE N0. STATE CERTIFICATE NO. _ BUILDER OR CONTRACTOR TYPE OF BUi LDI NG I SINKS _SHOWERS _LAVATORY WATER HEATERS _BATH TUBS DISHWASHERS -URINALS DISPOSALS a 'CLOSETS WASHI NG MACHI NE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT C:'C' NSTALLATION OF PLLVBING AND FIXTURES 14UST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUNSING CODE. CITY OF ATLANTIC BEACH APPLICATION FOR WATER CUT- IN APPLICATION IS HEREBY MADE FOR NEW MET COMP. WATER CUT- IN AT d THE FOLLOWING ADDRESS FOR S/F DWELLING RESIDENTIAL UNITS (S) CUT- IN CHARGE OF $85.00 3/4' WATER METER, $4.00 CONST. WATER STREET NO. 237 NAUTICAL BLVD SOUTH. ATLANTIC BEACH FLA 32.233 — LOT #7 BLOCK #4 _ SUBDIVISION SEA SPRAY ACCOUNT NO. 210105 MASTER PLUMBER DATE METER NO. -76 _DATE INSTALLED S — 7), ( �� CITY OF ATIANFIC BEACH APPLICATION FOR SEWER 09iNDCTIONS AOCC)UNT No. # 210105 DATE MAY 15,19 81 LpCATION 237 NAUTICAL BLVD SOUTH #4 SUBDIVISION SEA SPRAY LOT NO. #7 BLOCK NO, OWNER NEW MET COMP. TYPE OF BUILDING S/F DWELLING RESIDENTIAL MASTER PIAJT HBER DATE INSPECTED BY FBUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH, FLORIDA o � I U) ELECTRICAL PERMIT a M z Date _ __._ t _—_. __Permit No._ 0 _ t Fee b— J �. Ca Location Between ------ and -- - Q. This is to certify that W y ' (Electrical) Contractor) (Master Electrician) 0 has permission to install Electrical Construction as described herein in ce n accordance with the provisions of the Electrical Code and regulationsZ c of the City of Jacksonville, and subject to the information shown on the = o application, drawings and specifications which are made a part of this 3 m i permit. t n for ---- — -- -- -- --- - We CL ' Type of work:— --- SERVICE: : T' ., 1` . c ' a » W Feeders: —_-- - ----- — O Outlets: _- -_- _-- — V W Receptacles: --.- - - co N_ Switches:-------- --- - Incandescent:------- Fluorescent: ncandescent: ------Fluorescent: y Appliances: - --- - r _ 1 Air Conditioning: - Motors: ROUGH INSPECTION 6-24-81 - G.A.EDWARDS Transformers: FINAL INSPECTION 7-22-81 - G.A.EDWARDS Signs: ---- — - Miscellaneous: IF NO WORK IS DONE UNDER THIS PERMIT DURING ANY SIX ISSUED BY: _� _ '-- Electricol Inspection Supervisor MONTHS PERIOD, PERMIT BECOMES VOID. (/ 4 di� DEPARTMENT OF BUILDING pERMIT NO-- CITY OF ATLANTIC BEACH. FLORIDA PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 81 jI Date �lAy 18 19 129.00 Valuation$ 47,000 Fee$ and is ermit not valid until above fee has been paid to City Treuurer, This P le rovi'ions of law* subject to revocation for viobttion of applicable P N54 -k ET COIU?• This is to certify tha JACKSONVILLE FLA- 1140 SOUTI3 EDEGWOOD AVE. C h,,,i r ,•d_ has permission to buil i ne RESIDENTIAL S/F DWELLING E F L A-6, classification #4 GSD v�av— Owned by 1140 Block---- #7 BEACH -FLORIDA 32233 Lo ,OUTV1 ATLANTIC House No 237 NAUTICAL BLVD• According to approved plans which are part of this permit NOTICE--ALL CONCRETE FORMS AND FDO INGS POURING.MUST BE IN PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE . 0 Building material, rubbish and debris —� —� from this work must not be Placed in "I public space, and must be cleared UP and hauled away by either contractor or owner. ACTING CITY mANAGER, Bnildin��• CONTRACTOR PERMIT DATE FOR OFFICE NUMBER USE ONLY PLUMBING ELECTRICAL SEWER yI►ATER CITY OF �4 hi�rtili; /'ll4—'q& Office of Building Official REQUEST FOR INSPECTION #4699 JUNE 24,1981 Permit No. Date. III DUVAL A.M. District No. Time P.M. SEA SPRAY Received 237 NAUTICAL BLVD. Locarty Job Address NEW MET COMP. owner's NEW MET COMP* Contractor HEATING Name ELECTRICAL PLUMBING ❑ BUILDING PLASTERING Rough ........❑ Rough ❑ Wir ❑ Rough Wiring Final ❑ Final ......... Foundation .•::� •. ❑ Finish Wiring ❑ Sewers .....••.❑ Water Heater ..❑ Chimney •... Scratch ❑ Fixtures •• "❑ Gas ❑ Framing .•.•••.❑ Brown ❑ Motors ❑ Cesspool ....'.0 Final ........ Finish ..❑ Temp•Pole ••• ❑' Top-out Footing .•• . •❑ Final Inspection El ..' ' Slab ❑ Wallboard .....❑ Water ........•❑ Lintel Beam ...❑ A.M. �( FOR INSPECTION Fri p,M• ��—Wed. Thurs. Mon. Tues. A.M. , Inspection Made /f Inspector �, c,,_" �� 3y �u�� ;.�,�� % �--- 2 !y� � 3y �,�. 2,, � Z,, .-- a ._., L W� K� � i� ,> , r � �� 1 �,�� 3 G � �' _ .. __ _.__.________.__._ z I � �31�-r s'"� 3l�" Z� ►�� _.. �" �