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1805 Sea Oats DR (vault)
JOB ADDRFM �� ��--te �� TYPE Wfl.0_Z6L Liz,&1 d'BOI'=OWXEe S TF=HONE a CONMCTOR G s . TEL HONE pERMIT NUMBER 9 3,? 9 DATE /d2 /9 q. LVSPEC17ONS.• F00nXG MiB TLE BEAM L,I1VT EL NAILING%S�'A?�G i� 3D F AMVVG/CDVER OF ` LVSVIA170N / 5 FLVAL BUH-DLYG 3-.- 8-vv CER=C 4TE OF OCCUPANCY =cnzrc1L PERMdTM I' '� `l S LV,yPL'MONS ROUGU FLVAL -o 3,ffCSAWC-L EVSpECTIONS BOUGH FLVAL 3 FLUMUNG PEMMV EVSp 'C3701VS ROUGHA7NDER SLAB B TOPOU3' WA?ER"SE3VER FP�JAL - NOTES: p ADDRESS. �d Ci4�D/�`Otc BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING � 3 4 SLAB FRAMING 9 9 COVER-UP INSULATION 11-15 ,Cf 6 FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH - �_�j'� FINAL MECHANICAL PERMIT # PLUMBING PERMIT T40TES : CITY OF ATLANTIC BEACH ( DEPARTMENT OF BUILDING i BW SEVdNOLE ROACH-ATLANTIC BEACH,FL 32233-TEL_ 2475826-FAX: 2475877 I PERMIT INFORMATION LOCATION INFORMATION Permit Number. 24158 Address: 4805 SEA OATS DRIVE Permit Type: SWIMMING POOL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: 1 Lo�(s): 28 Bloch: Section:0 Proposed Use. Square Feet: Subdivision: SELVA MARINA UNIT 9 I jEst. Value: Parcel Number: Improv. Cost: 22,000.00 F OWNER INFORMATION j Date Issued: 5/28/2002 Name: THOMAS AND ERIN STRUBEL I Total Fees: 480.00 Address: 4805 SEA OATS DRIVE Amount Paid: 480.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 512412002 47-5149 Work Desc: SWIMMING CONTRACTOR TION_FEES _ WHEYLAN E. JOHNSON 480.00 j - r z fy t v � ( - H.. �. yam, -( y��•:3 ; r r. NOTICE i" S r-%.I IMUS BE R.EQUkS QED AT LEAST 24 HOUR P TO INS ECTfON I BUILDING MATERIAL, BBISH AN&P, EBRIS FROM,THIS MUST NOT r LACED IN/UBLIC SPACE,AND MUST GI_ CLEARED UP ;i} f 1 i+c EL ig f B i �T cid -trON T TC?R WNE,I F U. !! FAILURE TO COMPLY T,���CNSULT IN THE - n W*VWNER PAYIN I - -- 'T D I DING TO APPROVED PLA OF APPLICABLE PROVISIONS PERMIT AND SUBJECT TO REVOCATION ror I S OF LAS- - ---- Cm - - - - --- ---- , N �m � PAID ' MQY 2 9 2002 i t AIN 13EACFf BUIL"G DEPT. 1 CITY OF ATLANTIC BEACH APPLICATION FOR POOL PERMIT J c b A d d r e s s .Se,� Lct n ,'L Block f Subdivision Se-z- 42r- 0•,:ner Tb •rti S 7-4-1 -5C-4- A d cl r e s s Adclrens 1 if' S 0 4-7S TL • �3 `�-�� f2 , 3 223 3 Contractor 0i,.c S0 Ac1dress 9_ 3 P9 n?1tt--3 TELEPHONE: License Number L P a 0,2 4'4Y 5- Valuation $ 19 10,0 Gallons SITE PLAN front N (n RECEIVED mAy 2 4.?Rn? :�:-j of Adan'tic Beach ;end Zoning, rear Signature Ov.,zier Date -- ( 9 C) 2 Signature Contractor ate t 577470 J MAP SHOWING SURVEY OF LOT 27 BLOCK __L— ,�E L��—�gR A ua►1T f.►o 9 AS RECORDED IN PLA"r BOOK 3U PAGE zo OF THE CURRENT PUBLIC RECORDS OF Dv\/AL- COUNTY, FLORIDA RE , E D ZZ APPROVED CITY OF ATLANTIC BEACH �t1 2 u BUILDING OFFICE C ce yea MAY 2 8 2002- n 1 f Y Ljiiti�a LOT 3 LoT 2 p,/: �+ LoT I J Fotruo '�1•' 0,3 IRou PIPE o.z•5 . oo' oz" 4 1' E 91.00 0.z X K• FE►�ci S GOvuD '/2 �T o LIVE - S IRou PIPE --�•^� t .O ! Q 3 (,�D 3 �'-lay 3! U k - , + U • cot,tc 0 I�AT10 - O WIT" AI 0.4 p _k Q 14.8 - 1 rr 2C.-f 0 0.2• W K 7 J I- STOR'e FIZAM6 �- N RES. � ISOS d h N W LOT ZLa L 6 3 LOT 29 � W h City of Atlantic each o Planning and Zoning D�pslrt nt 1.6 V.o' � N This �Q{.� is mpli nee welt) appli a 1 IZ A c,> a 14 o r a zoni �0lvlslon nd other local W deve opment regulation but does not eons ute zz.z z4.3 14.9 oQ, approval for the issuance rmits. omp I — c N with Florida wilding Code a all other appacab e: IT s w000 ^r. 1` local, State and Federal Obr fitting requiremen d brc>L F N 3 must be verified by signatcre f the City of Atlan W Beach Building Offs ' 1 Oiler lawarm of a 0' d'o Building Permit. N 0 w OD tj r Appralrad&r. oti .' M w Vi Okada pRIvE I Date. its.13 ✓U. 00' oz' 4 1 W . 9 I.oo'IRou PIPE t3EARItJ(. FoV,JO '7•' ILEFEIZEUCE I2ou PIPE This print is for informs A OA7 5 D P_ I \/ E' h purposes only and -, Cn0 RIc,HT OF WPY embossed with the S1;, Al i-,. undersigned. NOTE_: TIIERE F1AY 13E ADITIONAL RES'T'RICTIONS-THAT APPLY TIIAT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND NOTES: IN TILE f(IIIT,TC Prr('I'.f)^ QR FACTLITIES OF-THIS COUNTY. 1. This is a boundary survey. 2. Flood zone X as best ascertained from Flood Insurance >zECNe cIc a o suatvic-r svua +.,\qq e Rate Map, community panel no.Izoois•000lD dated q.ls•e9 3. Bearing datum based on EAST eIW \_IUP_ of SEA OATS DRIVE BEIM" u,oo' Oz'41'•w• 4 T4i\s SOT_,JuY \S Vo'T A DaTQ2N\uA710\.! I HEREBY CERTIFY TO: 7140r1AS JOSEPH � ERIW 41AMIDY' $TICUt3EL, oPowuaR IVIM. I.IAVY FEDERAL CREDIT UMIOW , MO 2FPUOlIC UATIOL.JAL S. DUSIUas% L%CVL1SQ Uft. L,410 TITLE IIJSURAWCE Cot-1PAUY • AHICRICAU FIRST COAST TITLE IU5UrZA1kJCE COHpin Ulf THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT Marvin BainkS TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 61G17-6 Surve Ors, IIC, FLORIDA ADMINISTRATION CODE. 2866 MANGROVE AVE. FLORIDA REGISTERED SURVEYOR NO.4470 JACKSONVILLE, FLORIDA 32246 Marvin R. Banks (904) 641-2520 SIGNED ocT o T3 E e s 19 9 4 i L.t6o 35z1 SCALE: THIS SURVEY NOT VALID UNLESS THIS PRINT 13 EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED 1 cl , 7:4 r �J 'v � f J v S ;I i �m O � I N C C. -J O T%0 b rns wr w Amoy M\ O ^ r 0 0 HT1 t>>, < v W E5' D 7 G TD WASTE CDlSC IIOSe) A frn rn o G A sm D- 0�b _� m r. Y D c rn r1CV�K0 iT 0 -1 ✓, o D 7p r - t' rn m � Lm h, Orp C Din fp m Co _ _ W > fP �' Z O O w O > ^) W -(� v p b c b' p� d 7J Z D A N z� r 0 R n rn10 ytp F MD�l b �_ C7 A D Z G ->� m O O r O rn D p -{ Y CO L O Z io n -p b � L A � a, p , SC i1 ry 1 (� m d D b r> �' A �, a m m p m L -1 0 iA t7 d 0 GA w Nz. o D mo _� , m "*) �-�r�' rTri mm y I m m rr X d m LA 20 r )I , Spa and Wading Pool heric Vent Arrangement f the Florida Building Code )ols, Spas and Wading Pools :ale NOTES Test_ Protocol and -Results_ • Tested In compliance with Florida Building Code 424.2.6.E suction entrapment atmospheric vent test protocol. • The actual suction entrapment atmospheric vent testing was accomplished under my direction and supervision in Florida for pools and spaE on 8 December, 2001 and 17 January, 2002. The Maximum Vacuum attained during the above tests 12.19.8M1987 listed Grates with one sump plugged and a body entrapment Plates with matching Main Drain on the other sump never exceeded 4.5 inches of Piaces) mercury. The entraped body released in less than three (3) seconds. Installation Protocol • All suction piping and fittings shall be either 1 1/2" or 2" • All atmospheric vent piping and fittings shall be 1 1/2". :mospheric Vent Piping • Maximum suction pipe water velocity six (6) feet per sec 6 feet per second water velocity in 1 1/2" pipe is 38 GP 6 feet per second water velocity in 2" pipe is 63 GPM • Spa grates may be located on two different design planes; i.e., one on the bottom and one on a vertical side wall; or two separate vertical walls. • If there are multiple pumps repeat the plumbing protocol i Underwater length for the second system. pheric vent piping 30 feet W Vent to Atmosphere in a manner that the vent will not be blocked by infestation, debris build-up, or microbiological ����� sELSOti contamination. Label vent: "POOL SAFETY DEVICE - DO NOT HANDLE" No.1,881 See Atmospheric Vent Detail I Z SATE OF ; �IFcfs AI 0 R rJ I Rowley International Inc AQUATIC Design, Engineering 8. Consulting 1/23/2002 2323 Palo$ Vardoa Drive Wast Sit• 312license expires Palos Verde* Estates, CA 90274-2755 j MP TEL 13101 377-6724 FAX 13101 377.8890 2/28/2003 www.roWaYlntarna Nonal.com i Approved Swimming Po Dual Main Drain Atmosj Complaint with 424. 2 .6. 6 c.. for Residential Swimming P No / 3"-0" Minimum / Note:Spa exception under Installation Protocal 1'-6" Minimum / (Typ.) Window Screen (Typ. 2 Places) Stainless Stee! Clamp 0 (Typ. 2 Places) Maximum distance to ► ASME- ANSI Al Atmospheric Vent Tee or Anti-Vortex Connection 1'-0'• Sumps (Typ. 2 Suctior_ Piping maximum underwater length 50 feet 1 1 2" A 1 1 2" PVC Tee Maximui of atmc ;_ c_ 1 1 2" PVC Pipe Ground level, Pool Deck or maximum Pool Water level, Pump rU whichever is greater -he 1 1,'2" atmospheric vent tee shall be located not less than 3 inches, measured from the bottom of the straight leg of the 1,`2" tee, above the ground level, pool deck, or meximum pool ,eater level, whichever provides the greatest elevation. Atmospheric Vent Detail No Scale Book 10493 Rage 1169 5 MIN. RETURN PHONE # 'N3ZOf notice of commencement (PREPARE IN DUPLICATE) To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. f Description of property _-'c -L--- - ------ L��---�........�!_4._�d .v t_ _ ----------------------------------------------------------------------------------------------------------- General description of improvements --�✓1._ _�'_� �`` ° _Q v -_-____ P -------- --�------ ------------------------- ------------------------------------------------------------------------------------------------------------ Owner ------Z s-,-A'P --- 7-�i`=t--�- -t---------------------------------------------------------------- �s-1 21- S - Address ---1-�O 5--------5----------------- s Owner's interest in site of the improvement ____�kALID C^=G''' Fee Simple Title holder (if other than owner) _______________________________________________________ Name ---------------------------------------------------- ------------------------------------------------- Address ---------------------------------------•------------------------------------------ ----------------- f � Contractor ------------ - - -------F=--- ---J- ------- ------------------------------------------------- Address v-------------------------------------------- Address _ _ Surety (if any) -------------------------------------------------------------------------------------------- Address -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements. Name ------------------------- ------------------------------------------------- Address ----------------------------------------------- ----------------------------------------------------- Name of person within the State of Florida, other than himself, designated by .owner upon whom notices or other documents may be served: Name ----------------------------------------------------------------------------------------------------- Address --------------------------------------------------------------------------- ---------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name ___li_�/_� _!�r`-3-i=--- --=--�_r1-ll�- _/d�_Q�3--------------------------------------------- Address 3 0 9- f L GS -- =----y r�_ f - 3 .2 Z f ----------------- TXIS SPACE FOR RECORDER'S USE ONLY r ✓-�----- ----- - ---------------- ----- -----------• Owner ioak:21� 40612 1 Pa !: 1169 ' I Sworn to and subscribed before me this __ 2 - FM 6 Recorded ----- 05/20/2002 10:47:20 AM JIM FULLER i -------- day of ----kLl 2�---------------- -".W,0 CLERK CIRCUIT COURT WjK TY TRUST FFUUNDD S 1.00 COPY FEE : .00 --- --c- ---- ------ - ------- --- RECORDING S 5.00 Notary Public $0'! Ashley Amarrador My Comssion D0106M of W Expmi ires April 7,2006 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date_ 5�2�j l O Heated Sauare Footage @ $ per sq ft = $ Garage/Shed per sq ft = $ Carport/PorchJV @ ILI$ per sq ft = $ Deck per sq ft = $ Patio @ $ per sq ft = S TOTAL VALUATION: $ Z co O Z, oc c is Total Valuation 1st $ ! 0GZ> IL $ Cab. Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ 2 �- + 1/2 Filing Fee ( ) Fireplaces @ $15 . 00 $ c9 c7 BUILDING PERMIT FEE WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Kechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT PERMIT-INFdR�NfATION LOCATION-INFORM-0 TT; Permit Number: 19398 Address: 1805 SEA OATS DRIVE Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ADDITION Township: 0 Range: 0 Book: Proposed Use: ' Lot(s): 28 Block: Section:0 Square Feet: Subdivision: SELVA MARINA UNIT 9 Est. Value: Parcel Number: Improv. Cost: OWNER,#'NFORMATION` Date Issued: 12/29/1999 Name: THOMAS AND ERIN STRUBEL Total Fees: 25.00 Address: 1805 SEA OATS DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 12/29/1999 Phone: (904)247-5149 Work Desc: WIRE FOR ROOM ADDITION CONTi12AE?r S ;,AP EEE-S.: MCCLURE ELECTRIC SERVICE PERMIT 25.00 1 i :.,lns tions Re ROUGH ELECTRIC FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I CO 0" $25.99 1 ATLANTIC BEACH BUILDING PT. Date: 12/29/99 81 Receipt: 882218 85 GHECKS CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT e1� 19 TO THE CHIEF ELECTRICAL INSPECTOR: DATE:--� L IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER'ELECTRICIAN SIGNATURE JOURNEYMAN NAME_ '-'�� �` ADDRESS: Q/{ ��`— RFD—BOX- BLDG. FDBOXBLDG.SIZE BETWEEN: RES. (i APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ) OLD (� REW. ( ) ADDITION (r') TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( ) ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE 2-00 AMPS PH 3 W 2q(--VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS S CONCEALED OPEN TOTAL RECEPTACLES (0 CONCEALED OPEN TOTAL 0.90 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED D-too AMPS. OVER — APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 II•P• VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. �KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERM11-INFORNATION : -" - LOCATION INFORMATM Permit Number: 19401 Address: 1805 SEA OATS DRIVE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ADDITION Township: 0 Range: 0 Book: Proposed Use: Lot(s): 28 Block: Section:0 Square Feet: Subdivision: SELVA MARINA UNIT 9 Est. Value: Parcel Number: Improv. Cost: OWNER-INFORMATtON" Date Issued: 12/30/1999 Name: THOMAS AND ERIN STRUBEL Total Fees: 50.00 Address: 1805 SEA OATS DRIVE Amount Paid: 50.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 12/30/1999 Phone: (904)247-5.149 Work Dose: MOVE CONDENSER AND ADD TWO DUCTS £ONTRACOR:S '`4 .a ?+ �. . n: jWKICATiON FEES A COMFORTABLE ENVIRONMENTAL PERMIT * 50.00 *Permit Fee doubled/work commenced prior to permitting. ROUGH MECHANICAL 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 VIOLATION OF APPLICABLE PROVISIONS OF LAW. — I $59.09 14 Date: 12/30/99 01 Receipt: 0022830 AttANTIC BEAC B ILDI EPT. CHECKS 3397 00100003221080 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. 1. /8 - —Sea G -S LOCATION Street Address: o/ D p OF Intersecting Streets: Between And /o BUILDING Sub-division II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attaclLed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) tCU 4"P je �N,/-Iry j Master cm c ) 7 C Name of Property Owner ICV �C L Signature of Owner Signature of or Authorised Agent Architect or Engineer 111. GENERAL INFORMATION A. Type of heating fuel: B• IS OTHER CONSTRUCTION BEING DONE ON ❑ Electric THIS BUILDING OR SITE7 ❑ Gas—❑ LP ❑ Natural ❑ Central Utility 13 Oil IF VES, GIVE NUMBER OF CONSTRUCTION PERMIT / 93 2 ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on beck of this form) NJ Residential or ❑ Commercial ❑- Hest ❑ Space ❑ Recessed ❑ Central ❑ Noor ❑ New Building ❑( Air Conditioning: ❑ Room ❑ Central ❑ Existing Building ® Duct System: Motor;*L r�� X Thickne 1 ElReplacement of existing system Maximum capacity c{m ,❑,,/New Installation(No system previously Installed) ❑ Refrigerafion L� Extenslon or add-on to existing system ❑ Cooling (ower: Capacity q,p,m, El Other — Specify ❑ Fire sprinklers: Number of heads ❑ Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE POR OFFICE USE ONLY ❑ Gasoline pumas. (number) (Reeehred) Q. Tankt (number) Remarks ❑ LPG containers (number) ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Dote Q Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacly A rovilng Number Unites Description Model Number Manufacturer (366--1 G DATING FURNACES, BOILERS, FIREPLACES y Ap Number Units Description Model Number Manufacturer (BTU) Aj+ i TANKS i Now Many Nominal Capacity Type Liquid Name of Serial Approving and Dimensions Contained Manufacturer No. Agency CITY OF >*4ru"c Fead - �7&ud4 800 SEMINOLE ROAD _ --- ---- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 Augu , 8 SUNCOM 852-5800 AFC Title Attention: Lucy Cole 2485 Monument Road Jacksonville, FL 32225 Re: 1805 Sea Oats Drive Dear Ms. Cole: Please be advised that: 1. The City of Atlantic Beach does not enforce Covenants and Restrictions of developments within Atlantic Beach; 2. The City of Atlantic beach side yard setback requirement is 15 feet total (both sides) with a 5 foot minimum on one side; 3. The 1996 addition to the property at 1805 Sea Oats Drive was properly permitted. If you have any questions regarding these matters please do not hesitate to contact me. Sincerely, George Worley, II Community Development Director GWII/pah CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL , ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : Address : lb2OS' S 0&7$ D Phone : 2' SJ LJ 9 Lot # -c� -4 _ Block or Unit # Subdivision: vr�,4W *9 Contractor : �L-r State License # Address : ,Y Phone No : Describe work to be done: LIV i r) 6 j�ppM ir�� S7-00y /&4-7-P X 00 1 �I0N Present use of building : �L Valuation of Proposed Construction: 701C,00 Proposed use : tonir Is this an addition? iES If yes , what are the dimensions of the added space: ft . X ft . Will the added area be heated and cooled, /9_ ncrease)? ',US A New plumbing fixture: sat/AC? IJ SUBMIT THREE COMPLET E PLAN , SURVEY , ENERGY CODE FORMS, WNER/CONTRACTOR AFFIDAVIT, IF OWNER 1 Signature OWNER: CC��—`"`� �CQ.!/� Date: Signature CONTRACTC � Date: License Supplied:_ Liability Insurance . F P.B 21 1996 Worker' s Compensation Insurance : Building and Zoning Thomas J. Strubel 1805 Sea Oats Dr. Atlantic Beach, FL 32233 City of Atlantic Beach Attn: George Worley 800 Seminole Rd. Atlantic Beach, FL 32233 Dear Mr. Worley: In response to our phone conversation earlier today, I would like you to write a letter to my title company explaining the City of Atlantic Beach policy on enforcing Covenants and Restrictions of developments within Atlantic Beach. Please include the following information: ■ The City of Atlantic Beach does not enforce Covenants and Restrictions of developments within Atlantic Beach. • The City of Atlantic Beach side setback requirement is 15 feet total (both sides); 5 feet minimum. ■ The 1996 addition to the property at 1805 Sea Oats Dr. was properly permitted. You may either address the letter to me at the above address, or address it to the title company: AFC Title Attn: Lucy Cole 2485 Monument Rd. Jacksonville, FL 32225 Either way, I will be glad to pick up the letter tommorow. Thank you, , Thomas Strubei PSR-W" 17376 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION . ..,17ATION !NFO RMATION ermit Number : 17376 Iress : 1805 SEA OATS DRIVE Permit Type : PLUMBINC. ATLANTIC BEACH . FLORIDA 32233 Mlass of Work :ALTERATION -------- LEGAL DESCRIPTION Constr . Type:WOOD FRAME .lock : Lot : 28 Twp: 0 Proposed Use : --';ection: 0 Subd:O Rng * (0 Dwellings ,, 1 :;ubdivision: SELVA MARINA UNIT 9 Est . Value: 0 . 00 Improv. Cost : 0 . 00 Total Fees : 25 . 00 Amount. Paid:- 415 . 00 nata Paid: if)/24'/1998 � ork Desc ,. INSTALL LAVATORY AND CLOSET OWNER INFORMATION - --- - - ------- APPLICATION FEES Pame: THOMAS AND ERIN STRUBEL I T 11t r) ddr ., 1,05 -:,`EA !,*ATS DRIVE ATLANTIC I-qFA,CH , FLORIDA 322 Phone 904)24.7-5,149 60NTA-ACTQR,- 11WORMATION I a sm e C H R I I, ST 60"AST PLUMBIN(-, Addr P. 0. 111OX 446 0 --,JACK S0NV I L BEACH , FL T 4CFCO-r-,6487 Exp : 4 NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCAT I ON: f g C) �- o a-{-s OWNER OF PROPERTY: S-�,•w TELEPHONE NO. y7- S/ PLUMBING CONTRACTOR ( �)►,S �.s��°Ik�,b„� L, CONTRACTOR' S ADDRESS: , 0. S-Ggq ��c, Och. STATE LICENSE NUMBER: Cr_CQS'( Y Y 7 TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS ` CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES: x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 PSR-3844 _ DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION -------- LOCATION INFORMATION --- Permit Number : 1164E Address : 1805 SEA OATS DRIVE Permit Type : ELECTRICAL ATLANTIC BEACH . FLORIDA 3223- 'Class of Work : ADDITION ---------- LEGAL DESCRIPTION ---------- Constr . Type : WOOD FRAME Lot : Block : Section: Proposed Use : SINGLE FAMILY Township : RNG: 0 Dwellings : 1 Code : 0 Subdivision: Estimated Value : 50 . 00 Improv . Cost : S0 .0C Total Fees : 525 . 00 Amount id $25 .01? Date` ��1 .m 3122196 TP F APPLICATION FEES ----- Narw, PERMIT 525 .00 A d d r'les s: OTS DRIVE WATER IMPACT FEE $0 .00 A� �� EACH . FLORIDA 32 SEWED, IMPACT FEE $0 .00 P!. .: 0 3 ,7 3 WA SET a. TAP 3 r,r RAI F . S , --'� f70NTRAt'TOR !NFORMATION -- - RADON CAB 5% $0 . 00 Nary,,. NA' r, ELECTRI , s CAPITAL IMPROVE . 50 .00 Address :-----8023-�l W . -BEAVER EE SEWER TAP 50 . 00 ir_ens.e: ER11 Type ' SEC H IMPACT FEE $0 . 00 CONST , SURCHARGE .00 ra SCHARGE/ATL . BGH . SO : ` NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATJ66I11fOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: 3/22196 01 y IA, (k)43871 a -c OOIOOOOK21000 ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 24Z�y 19� IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL��FIRM: r MASTER ELECTRICIA SIGNATURE JOURNEYMAN NAME /W �� Ube ADDRESS:__ ller2_ S� 014---3 lar' RFD BOX BLDG.SIZE BETWEEN: RES. ( ) APT. ( ) comm. ( ) PUBLIC( ) INDUS. 1 ) NEW( ! OLD ( 1 REW. ( ) ADDITION ( ) TRAILER ( ) TEMP.( ) SIGNS ( ) SQ. FT. SERVICE: NEW( 1 INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER I ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 3 1.100 AMPi. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRA SF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS , ,, i✓ r ._ c l t*) r, Pte-•�'G �.�/ c c� 7 TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED S TOTAL FEES �bD�J PSR-3844 11583 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION - --- - - - - LOCATION INFORMATION ---- Permit Number : 11583 Address : 1805 SEA OATS DRIVE Permit Type : PLUMBING, ATLANTIC BEACH , FLORIDA 32: :'lass of Work: ALTERATION ------- LEGAL DESCRIPTION Constr . Type: WOOD FRAME Block , Section, Proposed Use : SINGLE FAMILY Township: RNG: 0 Dwellinas : 1 Code : 0 Subdivision: SELVA MARINA Estimated Value : SO .00 Improv . Cost : 50 . 00 Total fees :.,a $25 . 50 Arnow "1 - 50 w°° a, ,, FORMATION APPLICATION FEES --- TR PERMIT 525 . 50 twOR OATS DRIVE WATER IMPACT FEE SO . 00 T CH , FLORI ; E P .I FSE 0;7 n� 3 5 3 WA's TAF 4 e", RADON GAS-H .R. S . $0 .00 ION -- RADON CAB 5% 80 -00 Name : '�gE �I? ):tUMBINGC "APITAL IMPROVE 50 .00 Ad����.�e, .,„ 2004, J .:I RB'R�a--. S JAC ILLE . FL 322p5 CROSS CONNECTION 50 .00 Lice -F'O', R Type: ' SEC H IMPACT FEE .00 CONST - SURCHARGE 50 00 NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: SlieJyb tai ttc s 0040 5014 rMCKS 248 4K}i UE�CfE�a��I UUO ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: go - SQ,, ©vr, OWNER OF PROPERTY: I PLUMBING CONTRACTOR: t CONTRACTOR'S ADDRESS: 3D `t p(y �-�-'C S STATE LICENSE NUMBER: C F C J ( ( TELEPHONE: D - $ S_ S- 3. HOW M"Y OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS k CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: 3 X 3.50 + $15.00 5 • MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. /�11��a //CITY O//F odw Office of Building Official REQUEST FOR INSPECTION Date 12 -2 � Permit No. Time A.M. Received P.M. Job Ad s ZjocalityOwner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation El ❑ Final El Sewer El Fire Place El Pre Fab R Y FOR INSPECTION Mon. as. Wed. tinal Friday Inspection M / r Inspector spection ❑ Certificate of Occupancy ❑ Date nn CITY OF Office of Building Official REQUEST FOR INSPECTION _ 2� Permit No. Date Time A.M. Received P.M. ob Address Locality/-� tf�^.0 C Owner's cr�-�y e Contractor Name BUILDING CONCRETEECTRIC PLUMBING MECHANICAL ❑ firing ❑ Rough ❑ Air Cond.& ❑ Framing 11 Footing E] Heating Re Roofing ❑ Slab El Temp Pole ❑ Top Out El Fire Pace ❑ ❑ Final ❑ Sewer Insulation El Lintel Pre Fab READY FOR INSPECTIONOAM AA Thurs. Friday Mon. Tues. `'l Wed. 3 rO� A.M. P.M. Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy❑ C-g-OVrlAA Vl Date �S�ll� �� i CITY OF Office of Building Official REQUEST FOR INSPECTION �O C Z Permit No.. Date Time A.M. Received P.M. 1 Locality Job Address Owner's J l \L Contractor Name l L G MECHANICAL CONCRETE ELECTRICAL PLUMBING BUILDING ❑ Air Cond. & ❑ Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Heating Re Roofing ❑ Slab C Temp Pole ❑ Top Out ❑ Fire Place ❑ Insulation ❑ Lintel ❑ Final ❑ Sewer Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. 1 tY r O� A.M. < P.M. Inspection Made ` Final Inspection ❑ Inspector 1� Certificate of Occupancy ❑ F, Date CITY OF 4& a&a BeacA-07 Office of Building Official REQUEST FOR INSPECTION Permit No. —` l g 0 Date M. Time A, ///��� Received ^cx&a:p-- + PL �/ '( Locality Job Address Na ner's � Contractor I D CONCRETE ELECTRICAL PL MBING MECHANICAL Rough [I Air Cond. & ❑ Framing 1:1 Footing 13Rough Wiring [iRoughOut [-IHeating Re Roofing ❑ Slab ❑ Temp Pole ❑ ❑ Sewer El Fire Place ❑ Insulation 11 Lintel ❑ Final Pre Fab READY FOR INSPECTION A.M. Thurs. Friday PM Mon. Tues. Wed. �• �Q A.M. P.M. Inspection Made :.Inspection Inspector cupancy ❑ �Q �) Date CITY OF fY �Giusc 9,-c,4- Office of Building Official REQUEST FOR INSPECTION 3 Permit No. Date M. Time A. Received P. _ / ,�/] Locality Job Ad ress Owner's Contractor Name MECHANICAL CONCRETE ELECTRICAL MBING BUILDING ❑ Air Cond. & ❑ Framing 11 Footing Footing ❑ Rough Wiring ❑ ough El Heating ❑ Temp Pole ❑ Top Re Roofing ❑ Slab ❑ Final ❑ Sewer ❑ Fire Place Insulation 11 Lintel Pre Fab READY FOR INSPECTION Tues. Thurs. Friday P.M. Mon. Wed. 1\ A.M. P.M. Inspection Made Final Inspection Inspector �(J , Certificate of Occupancy C v" Date / 6 —/ l CITY OF 3 JV �V \� Office of Building Official b`� N REQUEST FOR INSPECTION 6 Permit No. Date v / Time —• 3•�®CJ A.M. Received M / o S O Locality Job Address Owner's S� Contractor Name UILDING ELECTRI BI ANI A Framing ❑ ooti ❑ Rough Wiring ❑ ou h Q Au C6nd•& f Re Roofing ❑ Slab ❑ Temp Pole ❑ op ❑ dee P a+ ❑ Final ❑ Se �F Insulation ❑ Lintel Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. A.M. �----`� Inspection Madeector 3 - 2 — Ins _ P Certificate of Occupancy ❑ Date /nCITY OF /� n �-"f Office of Building Official 9 RIE,QUEST FOR INSPECTION �� Permit No. Date Time A.M. Received P.M. oe L Local'ty JAddre OO� p Owner's Contractor Name — MECHANICAL CONCRETE ELECTRICAL �PWMBING BUILDING Air Cond.& ❑ Framing ❑ Footing ❑ Rough Wiring ❑ To Out Heating Slab ❑ Temp Pole ❑ p Re Roofing ❑ ❑ Final ❑ Sewer Fire Place ❑ Insulation ❑ Lintel Pre Fab READY FOR INSPECTIONAA Tues. Wed. Thurs. Friday (Mon- — ^ A.M. 7 P.M. Inspection Made l Final Inspection❑ lector Certificate of Occupancy ❑ Date /CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time �1® A.M. Received l! PM' Job Address Locality Owner's Contractor Name BUILDING CONCRETE ELECTRICAL PLU MECHANICAL Framing ❑ Footing C Rough Wiring/, Rough 'P6- Air Cond.& _. To Out Heating Re Roofing ❑ Slab r Temp Pole Sewer Fire Place Insulation ❑ Lintel C Final v' Pre Fab READY FOR INSPECTION A.M. 75'Mon. Tues ed. Thurs. Friday-PM- M. Mon. Made Final Inspection Inspector Certificate of Occupancy❑ Date t CITY OF 4t4 /8eacA-I Office of Building Official REQUEST FOR INSPECTION Permit No. Date � Time Received c— orality Job Ad s Owner's Contractor t Name MECHANICAL BUILDING CONCRETE ELECTRICAL PLUMBING ❑ Air Conting & 03 Rough Wiring ❑ Rough Framing ❑ ❑ Temp Pole ❑ Top Out [I Heating Re Roofing ❑ Slab Final ❑ Sewer ❑ Fire Place El Insulation F- Lintel ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. (F:nday�" GJ A.M. 13, 1 /� P.M. Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date CITY OF y4tla Beat - Office of Building Officia �3 �j REQUEST FOR INSPE 1 Permit No. Datei A.M. Time pM Received o / orality Job Address Owner's ntractor _ Na PLUMBING MECHANICAL CONCRETE ELE RICAL ❑ Air Cond.& UILDING u ❑ og mng oug Footing ❑ Top Out � Heating Framing ❑ Slab ❑ Temp Pole ❑ Fire Place n Re Rcofigg ❑ Final Tl Sewer Pre Fab Insulation Cl Lintel READY FOR INSPECTION Friday P.M. Mon. Tues. Wed. A.M. y .M. �a/Y1 r P.M. Inspection Made Final Inspection ❑ Certificate of Occupancy G Inspector /1 Date CITY OF Office of Building Official REQUEST FOR INSPECTION / \ Date _42 Permit No. A.M. Time M ou,,z� / Received D a / ocality Job Addr s Owner's Contractor !�" Name MECHANICAL CONCRETE ELECTRICAL PLUMBING BUILDING =_ Air Cond. & ❑ ❑ Rough Wiring ❑ Rough _ Heating Framing ❑ Footing Pole ❑ Top Out g ❑ Slab ❑ Temp �, Fire Place ❑ Re Roofing ❑ Final ❑ Sewer Insulation Lintel Pre Fab READY FOR INSPECTION A.M. _— Wed Thurs. Friday 0M.n Tues. P.M.A.M. Inspection Made Final Inspection Inspector Certificate of Occupancy Date 716 -1,3'U iWan4c /A/11�� //3P�CITY�O/F - Office of Buildin Offici Q� REQUEST FOR IN P ION Date �— / / Permit Time Received �• � O Job Address Locality Owner's /� / p /1 ( -P�r2 r S Name ��/�—�-�/(kA Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION _A DG/ Mon. Tues. Wed. Thurs. Frida —PM• Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ `Q.-e>& ` J'T G/u C t� ��`� Date �n11�� CITY OF �- �.�, 4&4a C Q�-AM �i Office of Building Off ici I REQUEST FOR INSPE 1 y/1'�7J 4 Date Permit Ne)1 c`' Time A.M. Received P.M. f/ Job Address Locality Owner's Contractor '` s �� BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL ino ❑ Footing Q' ' "Rough Wiring ❑ Rough ❑ Air Cond.& El Re Roofing ❑ Slab El Temp Pole ❑�op Out ❑ Heating Insulation /-i _ Lintel Final ElSewer ❑ Fire Place El Pre Fab REA Y SPECTION Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made ? — P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 I PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24680 Address: 1805 SEA OATS DRIVE Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FLORIDA 32233 Class of Work: POOL Township: 0 Range: 0 Book: Proposed Use: Lot(s): 28 Block: Section: 0 Square Feet: Subdivision: SELVA MARINA UNIT 9 Est. Value: Parcel Number: Improv. Cost: 7,489.00 OWNER INFORMATION Date Issued: 8/21/2002 Name: THOMAS AND ERIN STRUBEL Total Fees: 75.00 -. Address, 1805 SEA OATS DRIVE Amount Paid: 75.00 --ATLANTIC BEACH, FLORIDA 32233 Date Paid: 8/21/2002 Phone' (904)247-5149 Work Desc: ALUMINUM/ EE E LO_� EE-NOTE ONPLAN S APPLICATION FEES CONTRACT TROPICAL ENCLOSUREaINC. " PERMIT 75.00 AV may, 4r � n 2 � S a e z 9 pectioos Required - r 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 HAULEDAWA' BY aEITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH.THE-CONSTRUCTION LIEN LAW CAN-RESULT IN THE PROPERTY OWNER PAYING T tCE FOR-_BUIL6ING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Oper: DBNITN Type: OC Drawer: 1 Date: 8/21/62 81 Receipt no: 8M 14 PERMITS-WILDING 1 575.68 14116603211666 DR ATLANTIC BEACH B LDING D T. a coma1816 M OATSs 4992 575.66 -&our,(ddtc VBM rive,. tl:58:54 55 :MTN. RETURN : Book 10615 Page 1992 PH oN E#�'�ti � NOTICE OF COMMENCEMENT (PREPARE IN DUPLCATE) Permit No. Tax Folio No. State of 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: I— 22 Address of property being improved: lel d General description of improvements: Owner Address Owner's interest in site of the improvement `�CG Fee Simple Titleholder(if other than owner) Name Address Contractor Address Phone No. �- �_ Fax No. Surety{if any) Address Amount of bond $ J 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. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address �O,� �f/� cif 7T.f Date A " v� `� O Z'- Heated Square Footage _@ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch ��V� @ $ per sq ft = S AP Deck ( @ $ per sq ft = $ Patio l�� @ $ per sq ft = $ TOTAL VALUATION: $ --7 &(r? /std () S �s Total Valuation 1st $_f 00 0 Remaining Value per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ S� WATER IMPACT FEE $_ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) S HYDRAULIC SHARES $ CROSS CONNECTION S ( ) SURCHARGE . 0050 $ OTHER S GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: C`/ n WAX 1 �� ,-c•,.•'J -� �'" i City of Atlantic Beach City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-34gShcng and Zoning Phone: (904) 247-5800 FAX (904)247-5805 - http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION,REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATEL/ �C�G3 JOB ADDRESS )C6 Crs S64 CR-1-5 DO— '1, APPLICANT &'�fL j0ryn S12 U 54?A.. ADDRESS lgOS SQA C%Ct� -- - PHONE: 90V 272 -S1 14 5 LEGAL DESCRIPTION: BLOCK NUMBER ! LOT NUMBER Z-7 ZONING DISTRICT �> r� V_M CONTRACTORSTATE LICENSE NUMBER ADDRE'S'S 7-ZaZ r-t0 L),0aA RE _VID - PHONE tel! 7Jy Lr2,r66' CITY N�� 6�Ac STATE EL ZIP 3zZloL FAX goq-)�y 7 -�q/ DESCRIBE PROPOSED USE AND WORK TO BE DONE A1-0n` > -. - �c6vl�•L, look PRESENT USE OF LAND OR BUILDING(S) - VALUATION OF PROPOSED CONSTRUCTION Is this an addition? If yes,what are the dimensions of the added space: feet by 5�2 feet Will the added area be heated and cooled? New electrical or increase in service? /IJ New plumbing fixtures? New fireplace? New heating/air conditioning? Ls approval or Homeowner's Association or other private entity required? X)IoV If yes,please sul) it with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL TNLA,TRIAL9 NO. Applicant certifies that no change in site grade 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. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) S TEP 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 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. S fEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-constmc;ion 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 6/18/C2 STEP 3. Please submit 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, :vlannc Beach,FL 32233 Telephone: (904)247-5826 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. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORIVIAT ON PROVI ED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER "kDATE Ai 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 O1' THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORAIATIGIN BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTORDATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGA.1WL^G THIS APPLICATION (PLEASE PRINT) NAME MAILING ADDRESS -- PHONE lJ FAX Y� E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS / _DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE AS TO OWNER: Personally known a •••••••••••ROY•......ROCKIDProduced identification Commission#1 DDo!:AType of identification produced Bonded*Waugh I Florida Notary AfaR,Mo. .................. AS TO CONTRACTOR: Personally Mown Produced identification Type of identification produced 6/11/02 ' ryL�f r «''' 'tom 1 a� } 'J Jsit CS�y G k0nliG lx *~;3 City of Atlantic Beach 800 Seminole Road .-atlantic Beach,Florida 32233-A��dfng and Zoning Phone: (904)247-5800 FAX (904)247-Sb05 - http:/hvww/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE JOB ADDRESS )5SOG !!�;6A CR–PS b0_ ATLA!tyeiG R6( c.yt Z3 ? APPLICANT rYNk- —FC)ry. STS__ ADDRESS S&A CN� tS PHONE: 904 2AP72 Z --S 19 7 LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMER �� ZONING DISTRICT Sc L�ct CONTRACTOR YeVt t-J N• R&QS0ryC STATE LICENSE NUMBER ADDRESS t1tL) `�l .V� PHONE 90V Z1) `2— L i6' CITY W 6 13C (A STATE EL ZIP Z_f0L FAX '90'14 211 '1ZL DESCRIBE PROPOSED USE AND WORK TO BE DONE A -Orn 1 ,,-�u M.1 &.,r—'e , PRESENT USE OF LAND OR BUILDING(S) G _ VALUATION OF PROPOSED CONSTRUCTION tell L this an addition? If yes,what are the dimensions of the added space: u- feet by feet Will the added area be heated and cooled? New electrical or increase in service? .y, �— New plumbing fixtures? New fireplace? New heating/air conditioning? _ Is approval or Homeowner's Association or other private entity required?--rte— If yes,please submit with this: application. NQLL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL TERIAL? NO. Applicant certifies that no change in site grade 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 Buil.!ing Permit, I ROCEDURE: (In order to expedite issuance of permits, please follow{ all steps an.: provide all information as appropriate.) 5 i'EP 1. Verify zoning designation and proper setbacks for the proposed construction. if you are unsure of this informatior, please contra the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Pr perty Appraiser's Real Estate Number available. S fEP 2. Contact the City of Atlantic Beach Department of Public Works to determ ne if a pre-construction or post-eonstmv.ion topogra�:;ica. survey or grading plan is required. (If not required, written verification must be provided with this application.) l:le Departmem c.- Public .Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834 18/(-- STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)comp; sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Attar Beach,FL 32233 Telephone:(904)247-5826 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. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFO RMAT ON PROVI ED WITH THIS APPLICATION IS CORRECT, SIGNATURE OF OWNER DATE__ff` r I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AN CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE CONIPLIE WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUT110RIT TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,O LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION O THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFO"IATIO BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED REQUIRED. SIGNATURE OF CONTRACTOR DATE ',? _ ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGAIWL G TINS APPLICATION (PLEASE PRINT) NAME MAILENIG ADDRESS Cilk' P.1-101"T, pCy/'� ; n FAX � or f E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE AS TO OWNER: [], Personally known ..NNN........................ j( Y( Produced identification Y� ROY ROC -D Type of identification produced ;_ Commission DD0121t5t Bonded town I Florida Notary AsNf.IM AS TO CONTRACTOR: Personally known N...............N» Produced identification Type of identification produced _ 6i 13/02 AXI I 77 x � Ct AI x \~ K T O Ct `), x cd .9 x �- rb n ,9 X � Ct 4N co � CIS p OVEN `6 CI BUILDUMIFFICE L cd� � A'Up 13 Padp, iXa aza�� ►xa Q � City Of Atlantic Building and �� , 577470 MAP SHOWING SURVEY OF LOT 27 BLOCK I SELN/A MAKIUA UNIT WO- AS O AS RECORDED IN PLAT BOOK 3(•o PAGE Zo OF TILE CURRENT PUBLIC RECORDS OF r>QVAL COUNTY, FLORIDA I o Z I LoT I L o-r 3 L T I; pot,wo �It•' 0.3 x IROw PIPE +1\ 5 00' 02 4 1" AL GovwO Maw PIPE 0 t X 0 v ,O tout . PAT10 ,coUc . 0 WITH AI ..� o.4 O 0 1 _XQ 14:8 � 0 o o.z Z J I• STOR'f FRAME IBoS d N n N W LOT Zcn L O 3 LOT 78 lu n I,o 30 13UILDI W C. 14'9 0 ZESTINCT10U f laA1ZA4F p O t• LL Q ly LI WE r Zz.z " J i 24_3 r 14.9 7 o d 1-7 S; w000 M. � 3 'Q. , b F c t; :2 l IN Q CI r °'u If► m U w tj ° 6 r W V1 Q D¢IvE • N Fouwo '1:•' U. 00' C:>Z41 W 9 1.00 IRow PIPE I3E ARI U(, COuwa '/Z" ZEFEREUCE Mow PIPE This print is for informat A OATS D iZ I �/ E purposes only and h��,4 - ,:. I enlbossedwith the 5L,JI IZIc.FIT Or WAY undersigned. NOTE: THERE MAY BE ADITIONAL RESTRICTIONS-THAT APPLY THAT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND . NOTES: IN THE PUBLIC RECORDS OR FACILITIES OF•THIS COUNTY. 1. This is a boundary survey. 2. Flood zone x as best ascertained from Flood insurance xFca.+>:c\c a o suRvE SuUL 3,tqq 8 Rate Map, community panel no.Izoo-75•000l o dated 4.Is•89 3. Bearing datum based on EAST Rlw \-IWW OF SEA OATS 0XIVE 15FIW(, U.00' 07r*41-'W• 4 Tins 5,VE1J2`I \1 MOT a DaTtRf1\uA'l1oU I HEREBY CERTIFY TO: THOMAS JOSEPH EILIQ 14AWDY STICUBEL , OF owuaes►+\P. WAVY FEDERAL REDIT UU'OU, OLD 2FPUMLIc UATIc WAL S QUSIU<SS Llct{.1Srs us1J . L.4�0 TITLE 1SURAW CoHPAUY a AHEeIcAU FIRST GoAST TITLE IU5UrLAw10E co"PA1vY j \ THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT k Bank-, TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 61G17-6 FLORIDA ADMINISTRATION CODE. Surveyors, 11C, d2�Li�z� 2866 MANGROVE AVE. FLORIDA REGISTERED SURVEYOR NO.4470 JACKSONVILLE, FLORIDA 32246 Marvin R. Banks (904) 641-2520 SIGNED OCT o r3 e e s 1.9 9 4 ul to SCALE: I"° zo' 4 3SZ1 THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED EEN ROOF & WALL DETAILS EXISTING ANGLED SSE . REVISIONS OR PLUMB FACIA N 8 9 MAY 27,2002 )A BUILDING CODE SECTION 2002 ANGLED M FLAT vEzN BOX BEA ;N~- D M "gg§o < PLAN EFFECTIVE MARCH 1,2002 "�8 z a 2x2x.125 ANGLE j6 3 ORTURNEUCKLE FOP TENSIONING EACH SIDE OF BEAM �r l o W/(2) I4 x 212" o 012 L3' Z POST w/(9)#10 x fie'TEK SCREWS. 1"x 3"x 2/2" � a� i ANGLE CLIPw/ THRU-BOLTS oo& TOP PERIMETER (2)#1 0x5/8TEK TOP PERIMETER SCREWS ROOF BOX BEAM PER = e TABLE ANGLED OR FIAT 2x2 SCREEN CHANNEL I x2 SCREEN CHANNEL W/ %4 x o F FASTENED w/(2)#I O x 2"LAG OR#12x2°TEK AT 24" �y o' 55 STEEL CAEL_ ^of w 2"S.M.S. FROM O.C. MAX. (TYPICAL) x ya"STRAP PLATE w/ WITHIN ROOF BEAM OR BEAM TO FACIA DETAIL c z In M x 2/2"DRIVE PIN5 Z ALT.SADDLE STRAP USE 2x2 PERIMETER (2) %"x 212" %4x2" LAG (2)IN 1 a o w o W (2) %4 x 2 )/2"DRIVE SNAP CHAN. THRU-BOLTS BRACING ® ' o PINS ROOF BEAM -o .-.Ln CONCRETE Ix2 SCREEN CHANNEL 6 POST /4x2"LAGS 24"O.C. �` I <L > `D SLAB FASTENED w/(2)#10 x a �^ Lo 2"S.M.S. FROM I (4)#12 WITHIN POST b#10 x 2" TEK-9 EACH ��, s 3o LjZ S.M.S.24"O.C.ALONG BRACING J o 2"x 2"x .125 2 1 PERIMETER OR USE I x2 1 m Z /2 SNAP CHAN. ANGLE CLIP w/(2) 1 3 0 � #I Oxy/e" TEK o D EXISTING STRUCTURE AND ALL WALL SCREWS EACH In :MND-BRACE EACH DIRECTION WITH %2" NOTCH ROOF BOX BEAM LEG 'MBLY AT TOP OF STRUCTURE,AND TO OVERLAP POST FOR _D,ATTACH STRAP PLATE OR ALT. THRU-BOLT CONNECTION \j— POST 2"x 2"x .125 ANGLE SHIM BEARING WALL PERIMETER CONNECTION ANGLE(1)ON P'6"x6"x.125 EACH SIDE OF ANGLE BEAM w/(2) 14 x 2/2" BRACING CLIP EXISTING THRU-BOLTS 8(1) /4 EACH Q CHAIRRAIL MASONRY WALL x 1 3/4"THRU-BOLT BEAM - CHAIRRAIL ATTACHED TO @ EACH ANGLE Z O F ATTACHED TO POST INTERNALLY SIDE INTO GUTTER Q , POST I"x 2" -- w/MIN.OF(2)#10 BOX 0 iiiAiii x 2"S.M.S. INTO BEAM 0 BEAM&EXTRUDED GUTTER DETAIL x I"x.0625 SCREW GROOVES U-CLIP w/(4) O �, /e"TEK f 2x2 PURLIN #14 x 2"TEK #10 x 5 SCREWS�/ L2X2 CHAIRRAIL / ANGLED OR SCREW 24"O.C. O 2 x 2"x 2"x .125 ANGLE(1) FLAT POST ON EACH SIDE OF BEAM Z CAAIR.RAIEL TO POST DETAILS w/(2) %4 x 2%2"THRU-BOLTS (1) %4"m THRU-BOLT BOX BEAM g(1) /4 x 3/4"TAPCON OR 1 AFTER ERECTION (ANGLE OR FLAT) T-BOLT TO MASONRY WALL (9)#14 x 3/4 TEK SCREWS BEAM TO MASONRY WALL 2x2 PURLIN T EACH SIDE OF BEAM. EXTRUDED I NOTE: USE(I O)#14 x 3/4 I x2 OR 2x2 FASTENED TO PURLIN INTERNALLY GUTTER �1--=CREWS EACH SIDE OF w/MIN. (2)#I0xO 3"S.M.S.OR U-CLIP I x2x I x..062 2 5 w/(4)#I Oxs/e TEKS. ' BOX BEAM GREATER THAN PURLIN TO EXTRUDED GUTTER DETAIL o (2) .8 ) M.S. 5"ALUM. PLATES EACH @ 2"D.C, USE .1 25 ALUM. HALF OF BEAM OR 3/t G. ALUM. POST 4 s LENGTHS PLATE ON EACH HALF (5)#14 x 3 " N I PLATE EACH HALF OF BEAM FROM TABLE BOX BEAM INSIDE TEKS EACH W STITCH LAP BEAMS w/ I. HALF OF BOX G BEAM (1)#8 x Y2'5,M-5-@- 24"O.C.TOP d (2) /a i x 3" 2"x2" 2 x 4 x.125" 2 BOX BEAM SPLICE PLATE BOTTOM SCREEN • ANGLE w/(4) LAGS. CHAN. #12 x 3/4"@ o`a. • • o o BEAM AND(2) % w • o x 2"LAGS TO - • FACIA EACH ~ 2x2x3x .125"w/(2) Ax2/2" HALF OF BEAM THRU-BOLT EACH SIDE 2x2xGx.125" HOUSE GUTTER BEAM DETAIL ANGLE (4)#1 2x3/4"TEKS TRANSOM PANEL DETAII DRAW)BY. CONTINOUS MONOLITHIC SLAB ON GRAD 7 POST OR Ir PILE TYPE FOOTING ANGLE 01R DAVID SUTTON CHECKED BY. STRIP TYPE SLAB w/FOOTER 3",4"OR FLAT FOOTER G"POST I x2x "U-CLIP w/ SCALE. STIFFENER (4)#1 Ox 5/e"TE K5 AS NDTEC -------- @ 2'_a, : DATE. /----- ABOVE PROJECT. i • m PILE FOOT]NG ' e 6xG I O/10 WIRE MESH OR GRADE w/ _ NO WIRE MESH WHEN (2)Oe x 4 FIBERGRETE IS USED. BOLT _ N 2x2 �.�ONG JDA (I)#5 ROD (I)#5 ROD NOTE: NO FOOTER EACHWAYGR CONTINUOUS CONTINUOUS REQUIRED ON ROOF AREASsHEETNa. 400 SQ. FT.OR LE55 POST a . 3/8 x I GS 24"O.C. O N E e. d (1)#5 RDD OR BOND HOUSE GUTTER PURLIN DETAH, Df z sheets MASONRY DETAILS ANCHOR E r 6ULPINn CM COMFLIMCE REVISIONS F & WALL SPECIFICATIONS MAY 27,2002 !G CODE SECTION 2002 'E MARCH 1,2002 .E 1 Post lengths and Spacing for Screen WALLS I o En 5 nLi w 120 M.P.H.Wind Zone: INCREASE THE SPACING OR w o K) Ln HEIGHT OF WALLS BY 28 PERCENT. �? t I TABLE 2 X OF ALT.BEAM TO MAJOR BEAM i OU w L- M (MAJOR BEAM TO BE ONE SIZE �� o o `-`2 ST MAX WALL MAX POST MAX POST GREATER THAN ALT.BEAM) � � ' � E N 11�Ln E SPACING HEIGHT HEIGHT e_ L MAJOR 2x6" 2x7" 2x8" 2x9" 1U w�a r' EXP."B" EXP."C" �o�0 BEAM S.M.B. S.M.B. S.M.B. S.M.B. z o LENGTH 065 .065 .072 .082 I Q ; z . o x.045 7 FT.0 IN. 7 FT.5 IN. 6 FT.1 IN. a.rr 41 8 FT.0 IN. 6 FT.10 IN. 5 FT.7 IN. 10'0" 15'7" 17' 11" 21'10" 24'0" -- E~-j o D Z. 0 'x.045 5 FT.0 IN. 11 FT.SIN. 9 FT.4 1N. 12'0" 14'2" 16'4" 20- 1" 1'11" 3 0 3. 6 FT.0 IN. 10 FT.6 IN. 8 FT.71N. vvni 7 FT.0 IN. 9 FT.6 IN. 7 FT.10 IN. 14'0" 13-2" 15-1" 118-7" 20'4" 8 FT.0 IN. 9 FT.0 IN. 7 FT.4 IN. 16'0" 12'3" 14'2" 17'5" 19-0 x.050 4 FT.0 IN. 15 FT.9 IN. 12 FT.11 IN. 18'0" 11'7" 13'4" 16'5" 17-11" 3. 5 FT.0 IN. 14 FT.2 IN. 11 FT.7 IN. j 6 FT.0 IN. 12 FT.10 IN. 10 FT.6 IN. 20-0" 11'0" 12'8" 15'7" 17'0" O 7FT.0 IN. 11 FT.10 IN. 9 FT.81N. x.050 4 FT.0 IN. 19 FT.8 IN. 16 FT.2 IN. 24 0" 10' 15-6" z O F 3. 5 FT.0 IN. 17 FT.9 IN. 14 FT.7 IN. v 6 FT.0 IN. 16 FT.3 IN. 13 FT.51N. L 7 FT.0 IN. 15 FT.0 IN. 12 FT.3 IN. SPAN TABLE FOR SCREENED ROOF Q O , 8 FT.0 IN. 14 FT.0 IN. 11 FT.6 IN. TABLE 3 BOX BEAMS(SELF MATING BEAMS) (FLAT ROOF) v x.055 4 FT.0 IN. 23 FT.0 IN. 18 FT.10 IN. BEAM 2x3" 2x4" 2x5" 2x6" 2x7' 2x8 2x9 2x10" O 3, 5 FT.0 IN. 21 FT.0 IN. 17 FT.2 IN. SIZE SNAP S.M.B. S.M.B. S.M.B. S.M.B. S.M.B. S.M.B. S.M.B. 6 FT.0 IN. 19 FT.1 IN. 15 FT.81N. .045 .045 .050 .055 .065 .072 .082 .092 L Z 7 FT.0 IN. 17 FT.8 IN. 14 FT.6 IN. 4'0"O.C. 13'0" 16'3" 20'0" 22'7" 28'0" 35'0" 39-4" 45'10" 8 FT.0 IN. 16 FT.6 IN. 13 FT.61N. 4'6" O.C. 12'2" 15'7" 19'3" 21'7" 26-6" 33-8" 37'10" 44- 11" "x.072 4 FT.0 IN. 27 FT.5 IN. 22 FT.6 IN. 510"O.C. 11'5" 15'0" 18'6" 20-7" 25-0" 32'4" 36'5" 42-5" 3. 5 FT.0 IN. 24 FT.8 IN. 20 FT.2 IN. 6 FT.0 IN. 22 FT.6 IN. 18 FT.5 IN. 5'6"O.C. 10'9" 14'10" 18'0" 19-9" 24'0" 31'3" 35-7" 41'9" 7 FT.0 IN. 21 FT.2 IN. 17 FT.4 IN. 8 FT.0 IN. 19 FT.7 IN. 16 FT.0 IN. 6'0" O.C. 10'0" 14'3" 17'6" 19'0" 23'0" 30'2" 33'10" 40-0" c m "x.082 4 FT.0 IN. 28 FT,10 IN. 23 FT.7 IN. 6'6" O.C. 9'5" 13'10" 16'9" 18'5" 22'2" 29'3" 32-7" 39'0" B. 5 FT.0 IN. 27 FT.7 IN. 22 FT.7 IN. N 6 FT.0 IN. 25 FT.4 IN. 20 FT.9 IN. 7'0" O.C. 8'10" 13'6" 16'0" 17'9" 21-4" 28-4" 31-4" 37- 11" w 7 FT.0 IN. 23 FT.8 IN. 19 FT.41N. 7'6"O.C. 8'7" 13-0" 15'6" 17-4" 20'9" 27'8" :30'7" 1 36-9" 8 FT.0 IN. 21 FT.9 IN. 17 FT.10 IN. 810"O.C. 8'3" 12'7" 15'0" 16' 10"120-4" 27-1" 29'9" 1 35-8" z 0"x.092 4 FT.0 IN. 35 FT.6 IN. 29 FT.1 IN. B. 5 FT.0 IN. 33 FT.1 IN. 27 FT.1 IN. a 6 FT.0 IN. 31 FT.1 IN. 25 FT.5 IN. 7 FT.0 IN. 29 FT,7 IN. 24 FT.3 IN. TABLE 4 SPAN TABLE FOR SCREENED ROOF ( A MANSARD ROOF$ 8 FT.0 IN. 28 FT.4 IN. 23 FT.2 IN. BOX BEAMS(SELF MATING BEAMS) GABLE STYLE BEAM 2x3" 2x4" 2x5" 2x6" 2x7" 2x8" 2x9" 2x10" SIZE SNAP S.M.B. S.M.B. S.M.B. S.M.B. S.M.B. S.M.B. S.M.B. .045 .046 .060 .065 .066 .072 .082 .092 TIONS 4'0"O.C. 17'0" 20'3" 24'0" 26'7" 32-0" 39-0" 143-4" 49- 10- 0 DRAM BY: DAVID SUTTON SCREWS SHALL BE PLATED OR STAINLESS 4'6"O.C. 16'2" 19'7" 23'3" 25'7" 30'6" 37'8" 41-10" 48'1" CHECKEDBY: STENERS SHALL BE OF ALLOY 2024-T4 510" O.C. 15'5" 19'0" 22'6" 24'7" 29'0" 36-4" 40-5" 46-5" SCALES NOTED SHALL BE 6063-T6 POST, PURLINS,ANGLES,AND DATE: )Y SHALL BE 6063-T5 5'6"O.C. 14'9" 18'10"22 0" 23'9' 28'0' 35'3" 39'7" 45'9" PROJECT. KNESS OF THE ALLOYS SHALL BE 0.040 INCHES. 6'0"O.C. 14'0" 18'3" 21'6" 23'0" 27'0" 34'2" 37'10" 44'0" BE 2500 P.S.I. 'CONS, LAGS,SCREWS,TEKS SHALL BE 24"O.C. 6'6" O.C. 135" 17'10" 20'9" 22'5" 26'2" 33'3" 36'7" 43-0" JOBM at INS MAY ACCEPT EITHER FLAT OR ROUND SPLINE. 7'0" O.C. 2'10" 17'6" 20'0" 21'9" 25'4" 32'4" 35-4" 41' 11' :OLD 181 14 OR 20120 SCREEN INTO EXTRUDED SHEETN..: S 7'6"O.C. 12'7" 17'0" 19'6" .-21'4" 24-9" 31-8" 34-7" 40-9" TWO DETAILED AND SPECIFIED IN THESE PLANS WERE 8-0--O.C. 12-3-- 16'7" 19 0" 20-10" 24-4" , 31'1" 33'9" 39-8" 11/V :CORDANCE WITH THE FLORIDA BUILDING CODE of 2 Sheets 0 M.P.H.WIND ZONE. FOR FULL MANSARD ROOF ADD 4 FEET 0 INCITES TO THIS TABLE VALUE �o REVISIONS _ � S W� t a K� Ld 0 w ❑ py 7 e$w Z !W ❑ �D o � O z I. a w q a u� pp q J e� >ID in M OL L7 � 0 \ .Z. yZ n f ¢ C 1.1 FJ lea0 Z q k5,+❑ q q w J J a w (A L O W � c8 X�= 18a no o 9 2 Z 0 W a - X O x a w 4"j � SPECIFICATIONS 1.SHEET METALSCREWS SHALL BE PLATED OR STAINLESS DRAM BY: DAVID SUTTON 2.ALUMINUM FASTENERS SHALL BE OF ALLOY 2024 T4 CHECKEOSY: G 8.BEAM ALLOY SHALL BE 6060•TS POST,PURLINS,ANGLES,AND CHANNELS ALLOY SHALL BE 6063-T6 SCALE 4.MINIMUN THICKNESS Of THE ALLOYS SHALL BE 0.040 INCHES. AS NOTED 6.CONCRETE TO BE 2600 P.S.I. DATE: C.T.BOLTS,TAPCONS,LAOS,SCREWS,TEKS SHALL BE 24"O.C. PROJECT: TED COPY 7.ALL EXTRUSIONS MAY ACCEPT EITHER FLAT OR ROUND SPLINE. INSTALLED TO HOLD 181 14 OR 20120 SCREEN INTO EXTRUDED SPLINE GROOVES. - 8.STRUCTURES DETAILED AND SPECIFIED IN THESE PLANS WERE JOB$ DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (F.B.C.)FOR 140 M.P.H.WIND ZONE. SHEET No.. 9.DIMENSIONS REPRESENTED IN THIS DRAWING ARE TAKEN FROM O N E OTHERS MEASUREMENTS AND ARE NOT TO BE ASSUMED EXACT. CONTRACTOR TO VERIFY ALL DIMENSIONS of 1 Sheets 4 (� ALUMINUM SCF PLAN 2001 FLOR([ VIEW J PLAN VIEW 9 MANUFACTURED TRIANGLE BRACKET O.1 25 PLATE w/EYE-50 TYP. ROOF WIND BRACE PLAN U) CABLE.FASTEN PLATE TO 2x2 TOP PERIMETER AND 2x2 CORS VIEW NO BRACE PLAN REG VIEW CABLE BRACE 0 0 0 0 0 m ' N.4 REQ. FOR WALLS o I --� Im�V, LONGER THAN o I r- 1 6'-O" o I I r sAe STA ELEV. ELEV, ELEV, ELEV. GABLE STYLE ° / 7"x L-SHAPE OF HOUSE ROOF BEAM SAME AS /2 2x2 CORNER P05T\ / (2) i FRAME TO P05ANSARD \ ELEVATION ROOF PURLIN POST SEE 2"x2"WIND BRACE ii TABLE Ix2 ON EACH 51DE OF 2x2 CORNER w P05T w/(5)#10 x 2" L p N = 5.M.S.MIN, pLAN � 2.. z NJ NO WIND BRACE _ W 2x2 CORNER POST REO• CABLE BRACE REQ. POR _� K FRONT WALL WHEN Q Q USE CABLE BRACING AT ALL CORNERS NOT FULLY ATTACHED' RETURN WALL EXTENDS 3 U CABLE BRACE PROJECTIONS GREATER THAN 16'FROM EXISTING STRUCTURE, FURTHER THAN I G'-O". STAINLESS STEEL CABLE ATTACHED TO ADJUSTABLE PLATE AS. ELEV. WIND BRACING DETAILS 2x2 SCREEN CHANNEL ALLOWED FOR APPROVED CONCRETE FASTENERS TO SLAB,IF PAVER DECK U DOOR JAMB5$PURLINS SADDLE STRAP INTO CONCRETE FOOTER. CABLE WIND BRACE DETAIL 1"x 2"x I"x.050 2x2 TOP 2"x 2" PERIMETER (2)#10 x 3"S.M.S.THRU. U-CLIP w/(6)#1 O PERIMETER SNAP PERIMETER SCREWS 2 x 2 INTO 2x 2 SCREW x 5/e"TEKS CHANNEL GROVES OR CAN BE USED NOT I'k 2"x I"x .050 U-CLIP 2"x I I x 2 PERIMETER NEEDED PURLIN SNAP MATES w/2 I"x 2"SCREEN o ANGLE OR x 2 PERIMETER CHAN. A77ATCHED FLAT SNAP FROM POST ° o INTERNALLY WITH 2"x 2"x .125 ALT. PERIMETER o PURLINS TO SIDE WALLS OF SELF-MATING (2)#10 x 2" ANGLE CLIP WITH CONNECTION BEAM w/(2)#10 x 2"5.M.S.EACH 1/2 OF S.M.S.>f #10 x 2" (4)#12 x 3/"TEKS SAME FASTENERJ BEAM INTO INTERNAL SCREW GROOVES OR S.M.S. 24"O.C. CONNECTION AS 2 x .125"ANGLE CLIP w/(4)#10 x 5/e'TEK ALONG PERIMETER. POST LEFT EXCEPT SCREWS EACH SIDE OF BEAM SIDE WALL PEREVIETER CONNECTION SCREWS THRU PURLIN TO BEAM CONNECTIONS I x2 TO 2x2 /4"0 BOLT THRU ROOF BEAM TO 2x2 I x 2 SCREEN CHANNEL w/ /4 x 2" WIND BRACE OR/4"0 LAG FROM LAGS OR#12 x 2"TEK5 24"O.C. 2 x 2 x.125"ANGLE WIND BRACE INTO /2 ROOF BEAM o MAX. CLIP EACH SIDE OF 0 0 MAJOR CARRY-BEAM TO BEAM w/(2) /4 x 2/2" 2"x2"WALL ° BE ONE SIZE LARGER E(1) /4"x 3/2" TOP o o THAN ALT.SUPPORT THRU-BOLTS. PERIMETER BEAM 2x ROOF r22"x. ANNEL BEAM 27x BEAM 7"of SMALL; CH SCREEATTACHEDCHANNEL AS ALL w/(3)Vic WIND BRACE o 0 "x 3"TAPCONS t 0 0 /4"O BOLT FROM 2x2 WIND BRACE TO (4)#12xTEK 2x2 WALL PERIMETER OR /4"O LAG SCREWS INTO FROM WIND BRACE INTO /2 OF 2x2 BEAM ALT. O O WALL PERIMETER POST SUPPORT WIND BRACE CONNECTION DETAIL BEAM 2'k2"x.125 CARRY-BEAM TO BEAM CONNECTION O O O O � ANGLE ON EACH ADD 2/nd ANGLE SIDE OF POST w/ 2"x3"POST ON FLOOR 2"x4" 2x POST (2) /4x2/2° POST OR A /4 x 2 A" DRIVE PIN w/A MINIMUM PENETRATION OF 2 INCHES. I THRU-BOLTS GREATER /4x3%"TAPCONS B• /4x 3/4"TAPCON w!A MINIMUM PENETRATION OF 2 INCHES. 2" 1 x2 SCREEN C, /4 x 3/4"T-BOLT w/A MINIMUM PENETRATION OF 2 INCHES. MIN. I CHANNEL w/(2) I OR T-BOLT ONE _ EDGE I #10 x 2"S.M.S. I @EACH POST O O O SIDE it 24"O.C. TYPICAL 0 0 OFFSETI ADD e. ANGLE p p I ALONG I x2 O,0, -ON FLOOR 2"x4" O I SCREEN POST OR GREATER CHANNEL PAVER •.a. .. ;,' ..; SEE /4"xG"TAPCONS OR T-BOLT ' MASONRY z ONE @ EACH • a DETAILS � POST SIDE 4 24"O.C.ALONG iv Ix2 SCREEN CHANNEL TYPICAL BASE PLATE&POST CONNECTION MASONRY FASTENERS ✓cC!�N CGp''�iCA,"!Jif . ALUMINUM SCREEN ROO] 2001 FLORIDA BUILDIK PLAN EFFECTR Project Address: Permit No: TABL Project Description: - For Occupancy/Use Type:__ ,�F/� THE SFD,MULTIFAMILY,COMMERCIAL,INDUSTRIAL-DESCRIBE Design Parameters PC)PO SIZ Minimum Soil Bearing Capacity: 2500 Stair Live Load: TW First Floor Live Load: Dead Load: Partition Loads: Snag 2.'x4 Second Floor Live Load: Dead Load: Partition Loads: S.M Roof Truss TC Live Load: TC Dead Load: BC Live Load: BC Dead Load: Wind Loads 2,.xt Code Edition Used: 2001 FBC OR ASCE 7-98 S.M Exposure Catagory: (B or c or Tested) B= 10 p.S.f./ 18 p.S.f. C= 10 p.s.f./26 p.s.f. S.M.Building Designed as: Enclosed: Partially Enclosed: Open: S.M. Mean Roof Height: < 30 Ft. Importance Factor: 0.77 (Greater than 60 ft.must use ASCE 7-98) m p Basic Wind Speed: 140 (3 second gust) Basic Velocity Pressure: 10 p.s.f. ( Beam) 2x 18 p.s.f. (Walls S.M.) Internal Pressure Coefficient (If ASCE 7-98 anaiyticai proceedure is used Total Roof Dead Load: 2.0 (Used to determine uplifts) Reviewed for Shearwall Requirements? YES NO If No, Reason: SCREEN 2"xt S.M. Impact Protection Required? YES NO If No, Reason: SCREEN Actual positive and negative pressures for each window, door ect, are to be labeled on the plans. Commercial and multi-family flat roofs require uplifts by zone indicated on the plans for decking and finish. 2"x5 S.M. I certify that I have designed the structure associated with this form to comply with the applicable structural portions of the Florida Building Code as adopted and enforced by all Counties Planning, Zoning & Building Departments, Building Division. I also certify that the structural components, systems, and related elements r'x; provide adequate resistance to wind loads and forces specified by the current Code provisions. S.M. Name: N. Khanal License No.: 16515 SPECIFICA 1. SHEET METAL 2.ALUMINUM FA 3. BEAM ALLOY CHANNELS ALL( Iw Sicclae�vted. 4. MINIMUN THTC 5. CONCRETE TC 2232 Florida Blvd. 6. T- BOLTS,TAF Neptune Beach, FL 32266 7.ALL INSTALLED TOE D TOIL F TH15 DRAWING DOCUMENT 15 THE SOLE SPLINE GROOVE PROPERTY OF NAGENDRA KHANAL t DAVID SUTTON.WRITTEN CONSENT 15 NEEDED TO & STRUCTURES L RE-PRODUCE AIL OR PART OF ITS CONTENTS. DESIGNED IN A( 02002 NAGENDRA KNANAL DAVID SUTTON ( F.B.C. ) FOR 14 i � o x �o v Ufa PLAN - MANSARD SCREEN ROOF ENCLOSURE - CUSTOMER SUBMI N.T.S. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION _ 1- LOCATION INFORMATION Permit Number: 19329 Address: 1805 SEA OATS DRIVE Permit Type: ROOM ADDITION ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: Lot(s): 28 27 Block: 1 Section: 0 Square Feet: Subdivision: SELVA MARINA UNIT 9 Est. Value: Parcel Number: PB36 20 Improv. Cost: 18,000.00 OWNER INFORMATION Date Issued: 12/09/1999 Name: THOMAS AND ERIN STRUBEL Total Fees: 150.00 Address: 1805 SEA OATS DRIVE Amount Paid: 150.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 12/09/1999 Phone: (904)247-5149 Work Desc: CONSTRUCT FAMILY ROOM ADDITION CONTRAC'�OR S t PPCATCON_FEES'_ - -HERBENICK'S CONTRACTING INC. PERMIT 150.00 ,u - NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. f 158.80 14 Date: 12/09/99 01 Receipt: 8017444 00100003221000 ATLAN IC BEACH B ILDING DEPT. CHECKS 2740 e�laaee3�� eaa MAP S"oW11 1G SlSRVF%( o F L c -r 2 D L-0 C V-, t SEL1`1UQ IT KI09 Fe es . , 19 _z AS RECORDED IN PLAT BOOK PAGE 2_ OF PUBLIC RECORDS OF DUVAL CO., FLA. FORCA �RE� PRo1JK 01 91 . 00 I'; r� • Po2LN �D�ITIot� �o' p.cz .� . -- U) - - dOPITI L1 ? � I n W In X\Ld W ! 0 2 8 y Ex lsTi HA E �► 2 6 I � l�o�sE ApPITION I L O T E tl o -To CAS 2 SSC --2 - 1996 P P �`G 0 B ilding and Zoning p 1 0 I HEREBY CERTIFY THAT THE ABOVE AS SURVEYED UNDER LEGEND: `IY RESPONSIBLE SUPERVISION AND THERE ARE NO ENCROACHIytENTS XCEPT AS SHOWN. ■ CONCRETE MONUMENT 7 - X-X FENCE 0 PEG I G N E D M A,;2-C t-4 13 1911) 20Op�R CORPORA ETHEAST RIDASQUSURVE BLVDRS, INC. o IRON PIPE I ''� Z� JACKSONVILLE, FLORIDA 32218 X CROSSCUT 1LE: — REGISTERED LAND SURVEYOR NO. 2117 904 -721-3088 0 M F.R. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax:247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION__ Permit Number: 24257 Address: 1805 SEA OATS DRIVE Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: . Lot(s): Block: Section:0 Square Feet: Subdivision: SELVA MARINA Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 6/12/2002 Name: STRUBEL Total.Fees: .25.00 Address: 1805 SEA OATS DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 6/12/2002 s._Phone: (904)356-9473 Work Desc: INSTALL SUB PANEL A UITS TO POOL EQUIP. CONTRACTOR(S) LIGATION FEES WARFUEL ELECTRIC " t 25.00 x �°•'r ., ,gyp s., Y > - . ;• :;y'i'�-c }s. �' t *"ems 3"s , - '"• -t, $ t!1 ..�h�: tit ,r ,,. .�-��i., r +�- "'^..- " T '` 4 . - 1E � � ate. �.•' r� 'r �` f 5. „; �� �d ti v 7.1 NOTICE T BE REQUESTED AT LEAST 24 HOt}RS �; R a ECTION S v s BUILDING MATERI RUBBISHAD DEBRIS FROWJ WCC; T 4. GED IN IC SPACE, AND v MUST BE CLEARED�AND HAULED AWAY BYE#iN R "FAILURE TO COMP*.WITHI;wE-,, �#STRUCTION LIEN L. GAN RESU -'IN THE PROPERTY OWNER P�C�C-IN VENtENTS" ISSUED ACCORDING TO APPRO P 'S-, HCH RIP T� T## > 2 SND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR Oper: CHERYLE Type: OC Drawer: 1 Date: 6/12/02 01 Receipt no: 64478 14 PERMITS-BUILDING 1 $25.00 ATLANTIC BEACH B ILDI T. 00100003221000 1805 SEA OATS CK CHECKS 3878 $25.00 trtti 41i�i V12/IIiI Tice: 17:02:28 CITY OF ATLANTIC BEACH, FLORIDA A..,.r.. APPLICATION FOR ILKTRICAL *IRMIT TO THE CHIRP ELECTRICAL INSPECTOR: DATES » IMPORTANT NOTICE: IN CONSIDERATION OR PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND IPECIFICATIbi WHICH ARE A PART HEREOF AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY 0� ATLANTIC BEACH ORDINANCkS, LE NAM[ ADDRESM 11?VJS SE19 0A73 _RFD---.BOX SLDO.SIZE BETWEEN: REI JX) APT.( I COMIK 11 PUBLIC( 1 Imoul.I I NEW I I OLD( I SEW,I I ADDITION I ) TRAILER( 1 TEMP.I ) SIGNS11 1 SQ FT, SERVICEI NEW( 1 INCREASE( 1 REPAIR 11 E CONDOMAI SYRTCMONBREAKER AMPS - VOLT RAC EXIST,SERV, dO M4 DVOLT A FEEDERS NO, SIZE4NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O•f0 AMrf. • . AM}s. swiTC1♦ts INCANDE4CINT PLUORIWINT it M.V. FIXED **AMPS. I ov APPLIANCES SELL TRANSP: AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS EIL HEAT: KW44GAT 01 OVER MOTORS N V. VOLTAGE PHS N0. 1 R.P. VOLTAGR PMS 1 T TRANSFORM RS: UNDER V. OVER am V. NO. KVA I NO, KVA NO.NEON TRANSP. N0. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED i TOTAL PEES FROM TROPIC FAX NO. : 904 247 9241 Jun. 22 2002 12:42PM P1 5 MTN, REWM Book WGIS Page 1992 PHONE# �E��..�`' , NOTICE OF COM��NCEMENT !,d, PRWARE IN W ICATFa Permit No. _t`r Tax Foto No. State of County of To whom it may coneem: The undersigned hereby informs you that Improvements will be made to oartaln real property,and In accordance with Section 713 of the Florida Statutes,the following Information is stated In this NOTICE OF COMMENCEMENT, r Legal description of property being improved: Address of property being improved: General description of improvements: Owner >� Address Owner's interest in site of the improvement Fee Simpie Titleholder(if other than owner) Name Address Contratdor Address phone No. �/� Fax No. Surety fit any) Amamt of bond Address phone No. Fax No. Name and address of any person making a ban for the conldruction of the improvements. Name Address phone NO. F=d No. Name of person within the state of Florida.other than himself,designated by owner upon whom notices or other doaments may be served: Name Address Phone No. Fax No. In addition to himself,owner designates the folbwin9 Person to receive a copy of the lienors Notice as provided in Secdan 713.0 (2)(b),Florida Statutes.(FYI In at It ees option). Name Address Phone No. x�� Fex No. Exp ration date of Notice of Commencement(tv expiration date is rte(1)year from the date of record4-ig unless a different date is speafied): THIS SPACE FOR RECORDER'S USE ONLY l OW ER ISigned:,)L/ � Date: 3efora law this +lay of �1- _-- 1,_t* ....,.. :... . looks 1�� ��33 County of Duval,State of Florida,has personally appeared Part ig92 Fila/i"Cer"d .""w:;. JIN2200e fnif2tE3 iK 11M ClKW CWtT Nota ubIIG at Large,KW catiliffy a+oaetyzfmaa� MW I= { 1.00 My Commission Vis : aonewr e.auyt: .._ �C"A I 4 L00 Personally Known, FEMDE l 5.00 Produoed Iderdif7CdM i CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION-__ Perm-it Number. 22426 _ Address: 1805 8aEAOATS DRIVE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Lot(s): 28 Block: Section:0 Proposed Use: Subdivision: SELVA MARINA UNIT 9 Square Feet: Est. Value: Parcel Number: OWNER INFORMATION Improv. Cost: Name: THOMAS AND ERIN STRUBEL Date Issued: 8/01/2001 Total Fees: 37.00 Address: 1805 SEA OATS DRIVE Amount Paid: 37.00 ATLANTIC BEACH, FLORIDA 32233 Phone: (904)247-5149 - Date Paid: 8/01/2001 Work bim HVAC. CONTRACTOR(SI -� APPLICATION 37.00 OCEAN STATE HEAT &AIR R ! Nk N't -ar V.. A OR- Zz _2 a "R7 R1 - x j NX. Al A U 811, CTION 11A 24 HO R 10 TO 1, NOTIC6,-'MPEC REQUESTED AT LEAST BUILDING MATERIA, must_NOT BE,,P CED IN PI18LIC SPACE, AND D RUBBI..' E�SgJS-FROM THIS WO.RK, MUST BE CLEARED CAP AND i ' MYRY-EITHERCOKTRAGTO ROROM W IN THE cq"S�M.j..C-0.0 -LIEN "FAILURE TO COMP'Lym 'if:7 PROPERTY OWNER P '. F 6&DING IN, WNTS.- -_AD SUBJECT TO REVOCATION ISSUED ACCORDING TO APPR D PLANS WIM 01K�V '01K�_V FOR VIOLATION OF APPLICABLE S OF $37.18 14 Date: 8/61/01 01 Receipt: 1177412ATLA TIC B CH BUIL NG DEPT. CHECKS 4 f Ir Abu* BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC erACH.FLORIDA 712]] APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete ail items in sections 1, II, III, and IV. I. LCCATICN Street Addnu: 1 Sb 5 5CA D + CF Intersecting Streets: 3etween Il C1� 5 f And Ser" (~LrJ p WILDING seir-dt.irien II. IDENTIFICATION —TO be completed by ail applicants. in connderetion of parmlt given for doing the work as described in the above statement we hersdy agree to perform aid work in accordance vih the ettechtd plans ono specifications which en a part hereof end in accordance ..ith she City of Jacisonviii• ordinances and dandsrds f good .pnctlu d.pnctlulisted sharein. Marna.7� Mecaenleei I Cenfncton Contractor!Print) S'r - Mader C> Name of Property 0.ner + 1 I I Slgnatere e(Oren w Avfhwn Arc".ct or cn gin.v M. ENHtAL INFO A Type ling fuo" I CON-TRU CTION BEING CONE ON sectTe TNI] eUILOIX 'OR SITET NO ❑ 64a U ❑ Netun Q CeMrd Utilify IF YES, GIVE NUMBER OF CONSTRUCTION i Q Oil I PERMIT ❑ Awas- Other—Specify IV. MfidMANICAL;QUIP)AINT'O 1!1NSTAUM NATURE OF WORK (Provide complete flat of comooeeete on bsca of this form) Residentlai or G Commercial .. r Heat ❑ Specs !sensed �Centres ❑ �loe�r w❑/ New Building .I,t 3 h nOo X Nr Csedrtlealny: ❑ Room � CanM1 }a E.Istlnq BUlidlnq C �/ n f C ❑ Oset Sywftm: Motorist ThIckeea �Replacement Of sxlsUn�p{�s�/6tem'f gtian+tC 13 h, ❑ New Instatlatlon(No eITBt 44PtMraly Wtailli ea Ms■imem trioti e.f.rrs. X66 E711 Q Ref re Hes C Extension or add-on to existing system Zoning Q coeilog to a Capacity ❑ Other—Specify 9� ❑ An sprinklsres Number of hosede Q Ele►eter ❑ McMlft C 6ulslw (member) THIS SfAC>E POta OPfICi USi f)fll7 ❑.Gaasilae pampa (nemb«) (l(e ) ❑. TsaK (nemeer) Rsmeris ❑ LPG cenhlaaas (numb-) ❑ Unfl ed pteaaae ve sw ❑ bsaws Penni) Approved LT peas Q OMw—'Specify Permit Fra . LIST ALL EQUIPMENT AIR CONDMOMNG AND RURIGERATION EQUWMENT Q=ty wyytv.f� IltmmDer Uatta Dsearipoo tlYodel Number Yaautaotunr ( 7 ) a►s�s t HEATING-FURNACES, BOILERS, FIREPLACES � Apps�e NumEert7aita Deemrf9tlao YodelNlsmOsr Yaautaatsrsr A � TANX3 ]few 39my Na b al Capacity Type UgWd Nati&at Serial Appsorinig and Contained Yanufaoturw No. AArm-y DEPARTMENT OF BUILDING 4040 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 4/23 19 79 I Valuation$ 439785.20 Fee $ 120.97 This permit not valid until above fee has been paid to City Treasurer, and is sabiect to revocation for violation of applicable provision- of law. This is to certify that Par'a t'nnat Jnr has permission to build sif difellIng Classification residential Zone F Owned by Lot Block S/D SM Unit 9 House No 1805 Sea Oats According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE 100. O Building material, rubbish and debris ♦--� z from this work must not be placed in public space, and must be cleared F and hauled away by eithgs,�cotc14 or owner. !! f 4 t 2q.97CK1'D II A 4/25/7 Bill M�:'dais 13nlltln ,�55/ FOR OFFICE PERMIT DATE CONTRACTOR t I USE ONLY NUMBER PLUMBING P ELECTRICAL SEWER i k WATER I E I< FOR OFFICE USE ONLY 'r,Al IPPA TO C.,01MM WIT111 TUEMECHANIC'S Date_-------91�.........P-,5--.....19 757 N THE PROPERTY Permit ...Fee OWNER PAWK CITY OF ATLANT EACH IMPROVEMENTS. Valuation ............. 5 FLORIDA House ....... ............................................................................ 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. -/?-' / '7 �� Date.......................7------------------------__-----_---------- 19............ Owner. -------------------Address------------------.........................................Telephone No--------_------------------ -------------------------------------------- Architect---------------------------------- ................................Address, .. ........................................Telephone No.---------------------------- -------- ..... .............. "._--I ------ ......... A.' f�74, Contractor Builder----- ...............(........._!t�...........Address- ....Telephone No.. L/P---- ----- ci----Zone................. Lot No- J---- -7 --------------------------Block No. I----------------------Sub Division-,,'41 ... ........ ........ --------------- -----------Street---- -- ----------Side Between....................................................and......................................................Sta- Valuation $ -pose will building be used--_.. ....................Type of construction...ik�................. C U __Y0,L.0j2.0-----------For what purpose ,___4 .... ------------------------------------- Dimensions of Building-_ .. ...............Dimensions Dimensions of Lot------ ........._............_.Size......................Size of Footings Size of Piers.------------------------------------Size of Sills--------- ----- - - -----Greatest Sill Span in ft.-----------...-•-•-.•....Type Roof How will Building be Heated?....- - -_------------- ---------- .........---Will Building be on Solid or Filled Ground?...__4_t�__ -_ -------------------- -------- Size of Ceiling Joists----- ----------------- Distance on Centers_--. ...................I Greatest Span-------------------------------------------- IV Size of Floor Joists---------------------------------------------I Distance on Centers_....._._..41................................ Greatest Span-------------------------------------------- IV a e it Size of Rafters._-, ........................... Distance on Centers...5� -----I Greatest Span.....................•----•-------•--------- This rectangle is to represent the lot. Locate the building or buildings in the C M right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall APR 17 1979 be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing ri,TUMIM BEACH Z 2. When steel is in place and ready to pour columl Z 3. When steel is in place and ready to pour beam. E-4 4. When framing is completed. A PP 5. When rough plumbing is completed,and ready to cover uppi Y O:F A LA TIC BD CIf PQ WA 6. When septic tank drain field or sewer is laid but before i 94 7. Electrical inspection by City of Jacksonville. 8. Final inspection. 31 9 Note: In case of any rejection,re-inspection MUST be call 0 corrections are made. B 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 of-5t!antic,Beach. 7 ;�A� Address.1/1071- li:P-1..................................................................... Signature of Builder— ............. .................. .............. ------------ Signature of Owner. ---- - ----- --- . ......4............--- Address............--!--`-J....__ ....._............`- I-T RECEIVED CITY OF ATLANTIC BEA PE TT A- PZICATION Raz CDEL, ADDITIOg � ?�R MTBRATIONS MOVING, DEMOZITI 5Ot Atlantic- Beach Building end ?ening Owners) : �/`•�G�� l /_�����1' . Job Address: ���r SPhone Lot # a-,7. Block or Unit tt�_ Subdivision: CRntractor: State License T Address: ?hone No: �E '��� 746'lc _-v �c.� �G�^— Z�_ Oode CState ?rese^ 4s o f ��: /�r �{i•V Valuar-o n .,f ?roposed Const-uct_fon ?roccsed -:se: ooA`- Is this an addition? �~ If yes, what are the dimensions of the adce space: X /U ft. Will the added area be heated and Goole ? _ New electrical (or increase)? _ New plumbing =_xtures? New fir--place''-New Seat/=.C? SUBMIT T� i COb�RCjU) TWO (Re�SIDE'�li TIt1L) CCMP2.ET�' S,.e TS OF LA is, INCLUDING Sri pj.}N, SURVEY, M4ERGY CODE FORMS, NOTICE OF CON2"'`=C ENT, AND OWNER/CONTRACTOR A=1:2AVIT, IF OWNER IS CONTRACTOR. Date: Signature OWNER: Signature CONTRACTOR: �' ' _ Date: i ��d' let � AS TO OWNER: - 1 Sworn to and subscribed before me this&AP)VDdaof N 19-V AS TO CONTRACTOR: -- - - -_ --e�h ore me thi day 1 /�U 19_ Sworn t�y�d subacA�i� SE/1S �,CommISSION#CC 603650 C exPIRF NOV 24,2000 ec�NUED THRU NOT Y P B C �OF P� ATIANIIC BONDING CO.,INC. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address / ?0's- Date 1"2-- F -59 Heated Square Footage $ per sq ft = $ Garage/Shed _@ $ per sq ft = $ Carport/Porch ` 10@ $ per sq ft = $ Deck (�� @ $ per sq ft = $ Patio �✓ @ $ per sq ft = S TOTAL VALUATION:, $ / a �D� &V Total Valuation 1st $ b Remaining Value $ F per thousand or portion thereof TOTAL BUILDING FEE $ too + 1/2 Filing Fee $-- ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE S WATER IMPACT FEE $ SEWER IMPACT FEE S WATER METER/TAP $ CAPITAL IMPROVEMENT S SEWER TAP S RADON (HRS) . 0050 S SECTION.. H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION S ) SURCHARGE . 0050 S OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; Swimmingpool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : WIND LOAD NOTES: 1. The design loads used for this wind load analysis are shown on "Enclosure 1 and 2"of the cover letter accompanying these drawings This wind load analysis was based on 110 mph wind speed. 2. All windows and doors shall withstand the wind speed shown above and the wind pressure of3j.4_psf shown on this sheet, before failure. See note #3. 3. Contractor shall inform homeowner that the wind load analysis calculations are based on a fully enclosed building. Windows, doors and other openings must be covered with sheathing to withstand breakage due to projectiles during any windstorm or hurricane. 4. This designer is responsible only for the calculations of wind uplifting loads as prescribed in the latest edition of SBCCI (refer to wind load calculations accompanying plans) and is not to be considered the engineer/architect of record with total responsibility for all specifications relative to this entire structure and specific site location including but not limited to, energy codes, electrical, plumbing, HVAC, soil conditions, surveys, drainage, quality of materials and workmanship unless otherwise noted. 5. This designer assumes no responsibility on the work performed by other engineers/architect in designing and certifying the structural credibility of this structure including but not limited to, any pre-engineered and manufactured structural building components and/or roof and floor truss systems with required connectors (factory or field installed). 6. In the case that the County's building requirements are more stringent than those stated herein, the County's specifications shall be used. 7. All concrete shall have a minimum compressive strength of 2,500 psi. 8. Grade 40, number 4 reinforcing steel bars shall be used in foundation (as a minimum) with concrete coverage of 6 inches on top, 3 inches on the side and 3 inches at the bottom. Minimum required splice length on reinforced steel is 25 inches. 9. Stemwalls shall be composed of 8-inch concrete masonry units (as a minimum), fully grouted and rodded. Stemwall reinforcing shall be grade 40, number 4 steel bars @ 48 inches o.c. Minimum required splice length on reinforced steel is 25 inches. Wall reinforcement in footing shall have a standard A.C.I. hook (90-degree bend), 6 inches in the footing and 12 inches into the concrete slab. 10. Concrete slab steel reinforcement shall be 6X6X 10/10 WWM or fiber mesh. 11. All bearing (exterior and interior) wall studs shall be 2X4 spaced @ 16 inches o.c. Bearing walls shall be constructed with one bottom plate and two top plates. Bottom plate shall be pressure-treated lumber. All bearing wall lumber shall be type S-Y-P and #2 grade or better. 12. For conventional roof framing, roof members such as rafters, valleys and ridges, shall be type S-Y-P and #2 grade or better. 13. East and south elev. walls shall be balloon framed. 14. Additional wind load requirements are marked up in "green"on enclosed Contractor's drawings. sD 15. AllpeoOP R QEI connectors and straps, including nail size and number of nails, shall be installe as per man girift ions. oho °a CBP DESIGN SERVICES 59 Phillips Avenue Ponte Vedra Beach, FI 32082 (90 �4 273-6942 l [ DRAWING- W-1 —Blocking at 24"o.c.allows holddown installation Sidewall Holddown--�, .�• tna216d Common ilsat 10""o.c. —Corner stud ® connected to transfer shear REf%r'VED NOV 2 2 1999 City Of Atlantic GOach w, 13"dlr'19 Arid ldnlrlp Corner stud holddown detail - 3 Studs with blocking 1/2" Spacing P�' _- allows holddown �EndwallJ installation �Cornef stud Holddown— ® ` connected to �. transfer shear ® 2-16d Common nails at 6" o.c. Corner stud holddown detail - 4 Studs CBP Design Services 59 Phillips Avenue * Details as per American Wood Council, 1995 SBC High Wind Ponte Vedra Beach, Florida 32082 Edition Wood Frame Construction Manual for One-and (904) 273-6942 Two-Family Dellings SCALE: None DRAWING W-1A 57 70 a MAP SHOWING SURVEY OF LOT ?7 BLOCK I , 5ELVA MARIIJA UNIT W0. 9 AS RECORDED IN PLAT BOOK 3(- PAGE ?o OF THE CURRENT PUBLIC RECORDS OF DUV AL COUNTY, FLORIDA VED Ili 2 2 1999 LOT 3 I LOT Z "it.Y A'At1antdqjBe8Cjj . 2.I,�, g a�* ' dl'rg o.z'5 . OO' OZ• 4 1' E: • 9 1.00 0.2 X X Y, Y I ALL F 5 (=ouuo '17 '• O (T`r P/LAL S IRou PIPE O Nr� ADa,a2cr3 x 0 0 0 10 PATIO ( O WITH AIC P Tlo 0 0 1.7 B.o d S.o 14.4 5 . e U x L IHNE"( 3 M J I-STORY FRAME IL- RES. ISOS N 9.Co' N lil LOT ZLP L O 3 LOT 78 � W 4 g• $.'I ,7 ,n 9 N 5 9 N , IO tj k 30 5UILD1 N C, 0 l IZEST[ICTIou X•' L,ARAC,EQ �� IL 1a. Ll LVE zz., ' !v Q .3 V714.9' a_ 7 O dr I Q' d'o In m `\� �' G�1 ti o Uj 00 � PRIvE '• �--- ✓ Foulio '�:' U. 00' c>z* 41 W • 1 91.oo' I o 5.13 [Row PIPE (3E AR 1►JC, / Fdvuo '/2 IZEFEQEUCE IRou pIPE SEA OA75 DW_ I \/ E C00 RIGHT OF wA`f NOTE: THERE MAY BE ADITIONAL RESTRICTIONS THAT APPLY THAT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND NOTES: IN THE PUBLIC RECORDS OR FACILITIES OF-THIS COUNTY. 1. This is a boundary survey. 2. Flood zone x as best ascertained from Flood Insurance Rate Map, community panel no.lzcois•000lo dated 'g.Is.e9 J. L.?G7iiiy u+::J.-il u....cu Jig C:�i iCjW `jwE Oi= SCN :iR'e S DRIVE DEIN" 1.1.O0' O7'41"1,-j• I HEREBY CERTIFY TO: THOMAS JOSEPH F-RIW t4AWDY 571CUBEL, 1,IAJY. FEDERAL CREDIT UW10W., OLD 2FPUOLIC I.1A'TIo1JAL TITLE JUSURAIJCE LoHPAUY a AYIERICAU FIRST coAST TITLE IW'5URAUcE coh1PA Ai`/ THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT Marvin Banks TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 61G17-6 SUrve OPS, nC. FLORIDA ADMINISTRATION CODE. 2866 MANGROVE AVE. FLORIDA REGISTERED SURVEYOR NO. 4470 JACKSONVILLE, FLORIDA 32246 Marvin R. Banks (904) 641-2520 SIGNED OCT o a E e s 19 94 35z1 SCALE: I"° zo' � --- ---- THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED 10 17 x 'I�jRIF � iOLz: ik o � _ QL Q I m ro ry CL cGCD u O � ell, I tj ch 3 Z w � 3 • c � c � � kl\ 'eioe- _` f/x/D�O,� �/s�2t���!S 511 L � S�l�J.�bT� �✓�B-/2 0� S/V�-.�. AzL-- 677f� FOOA� U6g-Z�r�YS sAh 9c-L 43 C-7 ('2-� �� i8 o,p— �Qcas�z�. s NOTE I NAIL ALL ROOF 3HEATN►NG R- sq BATT INSULATION AT b' OC AT ALL 6UPPORTB. W1 ad COMMONS OR FIBERGLASS SHINGLE ad RING 6HAIl" ROOFING OVER 12 1$" FELT OVER 7/16' OSB (SEE OVER ZX12 e c;�VtR EL E V) /�''',� 0,0.: INSULATION BAFFLE BETWEEN EA TRUSS `^ HURR CLIP * EA TRUSS, 056 56N (2) 2x PLATE 02 SYP 2xfZ.FRAMING 0 4W O.G. MTL DRIP EDGE OVER 3%' GsYP BRD CLG' VINYL FINISHED FASCIA NAL A,# e Ix4 OVER 1x8 OVER TPP4/b 3W O.C. 2x6 SUB-FASCIA o2 t very twji s�//ZG GSA-. '�/o�Sd ` VMA40'" VENTED VINYL SOFFIT 1x4 CONT NAILER lx(o OVER }x8 FRIEZE 1/2' GYP BRD STUCCO FINISH OVER R-11/19 BATT INSUL GALV MTL LATH OVER VB OVER 1116' OSB OVER AleE i S�f/i C, �/��'l �/�j SQL a� �o SQ 2x SPF STUDS16' OC 'Pod,.- 'fi AJ9 ao AJ . z -y 7 � sNl z D iz"�• c• ox/r7 17thv 5*ewp,4,0/"-I-�, W U 2 P� T?hg 6p&-,ov1AJ6 TPia{�G Q/C� o,C. ore PT- LX P ( 0 f L3v�-y STZJ/� . S v aD�C MC ko R- pt AT .5 0 C y dt�A'lcts . s C w Z Z,, dA, J _ _ 1 v , a MiL V,13; v ` e' Z} �S z carr' G x xi% Gocl G�� -- ------------- ,` � _ `, �� � N� �l � N y� � �� ly � b� V1� _� � �_ � � � � _ ._ � __ D\ �f - _. -- ,� _ N ti I �,, .. r -------- ---�--- - _._-_ -__ - � ..7►. _ _ - -- _ __ - - - A _--- - -- .. _- _ ` w- --_ _._ _ __ -- --- V i �i � - - - -- _ -- ,+ ' � f� i . _ 5 � , � • �T _- -- - ---- - - - T � ��� _...a y _______---_.--- -------�-- -__ _-__.__- -- - - -- .-- -- t _ ._._-- - ___ --_--_-__--_--- - -•-- __ �_ -- --- .. i � , � � - i i � � � � � � ! � � j I - I 3W X S �\r T V 1 � C L FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-97 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions,Renovations&Building Systems Department of Community Affairs Comotiance with Method C of Chapter 6 of the Fonda Energy Etficency Code may be demonstrated by the use of Form 60OC-97 for additions of 600 square feet or less,site-installed components of manufactured homes,and renovations to single and muftifamiiv residences. Alternative methods are provided for additions by use of Form 60OB-97 or 600A-97. PROJECT NAME: BUILDER: 17 1 C H Ai b 1-162 NIC AND ADDRESS: 75 e ::�,475 1 t UPERMITTING CLIMATE OFFICE: L ZONE: 1 2 3 OWNER: PERMIT NO. I I JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area). Prescriptive reouwrements in Tables 6C-1,6C-2 and 6C-3 appiy only to the components of the addition,not to the existing building. Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building). Prescnptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS.Only site- installed components and features are covered by this form.BUILDING SYSTEMS Comply when comple)g new system is installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 1. A L`X')I''G 2. Single family detached or Multifamily attached 2. 3. If Multifamily-No. of units covered by this submission 3. 4. Conditioned floor area (sq. ft.) 4. lT 5. Predominant eave overhang (ft.) 5. f �T- 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a. sq. ft. _74�, sq. ft. b. Tint, film or solar screen 6b. sq. ft. sq. ft. 7. Percentage of glass to floor area 7. 3 % 8. Floor type and insulation: a. Slab-on-grade (R-value) 8a. R= ® 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. Exterior: 1. Masonry (Insulation R-value) 9a-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R= It/ 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. Ceiling type and insulation: a. Under attic (Insulation R-value) 10a. R= sq. ft. b. Single assembly (Insulation R-value) 10b. R= P-'l "�� sq. ft. 11. Cooling system* (Types:central, room unit, package terminal A.C., gas. existing, none) 11. Type: XIS~l'`'C SEER/EER: 12. Heating system*: (Types:heat pump,elec.strip,natural gas.LP.gas, 12. Type: /L-Xl S`/ ti% C. gas h.p.,room or PTHC,existing,none) HSPF/COP/AFUE: 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: �`is:�•�� (Types:elec..natural gas.other, existing,none) EF: *Pertains to manufactured homes with site installed components. I hereby certify that the Pigs and specifications covered by the calculation are in Review of plans and soectications covered by this calculation indicates ccmotiance compliance with the r o C de. + with the Ronda Energy Cod Before construction is com pleted,this buildingwill be PREPARED BY: - J DATE , Q inspected for compliance i a rdance with ection F.P �1hereby certify that uil gi n mpli ce w the Florida Energy BUILDING OFFICIAL l,. '�' -" OWNER AGENTDATE: DATE: L -- �, FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-97 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions,Renovations&Building Systems Department of Community Affairs I Compliance with Method C of Chapter 6 of the Florida Energy E:taency Code may be demonstrated by the use of Form 60OC-97 for additions of 600 square feet or less,site-installed components of manufactured homes,and renovations to single and muftifarnily residences. Alternative methods are provided for additions by use of Form 6008-97 or 600A-97. PROJECT NAME. BUILDER: 17 717 AND ADDRESS: ( `OS 5CA 6475 DPI UF PERMITTING CLIMATE OFFICE: (o,L ZONE: 1 2 [:]3 OWNER: PE IMIT NO.1 I I I I JURISDICTION NO.: I SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C-1,6C-2 and 6C-3 apply only to the components of the addition,not to the existing building. Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS.Only site- installed components and features are covered by this form.BUILDING SYSTEMS ComplyTien compleV new system is installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 1. 2. Single family detached or Multifamily attached 2. 3. If Multifamily-No. of units covered by this submission 3. 4. Conditioned floor area (sq. ft.) 4. l�- 5. Predominant eave overhang (ft.) 5. f > 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a. sq. ft. .74�-) sq. ft. b. Tint, film or solar screen 6b. sq. ft, sq. ft. 7. Percentage of glass to floor area 7. 3 % 8. Floor type and insulation: a. Slab-on-grade (R-value) 8a. R= ® _ 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. Exterior: 1. Masonry (Insulation R-value) 9a-1 R= sq. ft. _ 2. Wood frame (Insulation R-value) 9a-2 R= / 7�- 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. Ceiling type and insulation: a. Under attic (Insulation R-value) 10a. R= T sq. ft. b. Single assembly (Insulation R-value) 10b. R= P5)i S t' sq. ft. 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 11. Type: SEER/EER: 12. Heating system*: (Types:heat pump,elec.strip,natural gas,LP.gas, 12. Type: X1 ST 1 ti! G gas h.p.,room or PTAC,existing,none) HSPF/COP/AFUE: 13. Air Distribution System*: a. Backflow damper or single package systems* (YesiNo) 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 hereov certify that the pims and specifications covered by the calculation are inn Review of plans and seeafications covered by this calculation indicates compliance compliance with the FlorC De. �Y with the Ronda Eneroy Code. Before construction is completed,this building will he PREPARED BY: , DATE ' inspected for compliance in accordance with Section 553.908,F.S. !hereby certify that din n o c nth the Florida Energy C/Qd y BUILDING o�tc:AL OWNER AGENT: t DATE: ` F DATE: �..5/ DEPARTMENT OF BUILDING 4041 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date L/23 19 79 ! Valuation$ 1?iumbiug-- Fee $ 10.00 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that Ed Winters Plumbing Co. has permission to build to install 1 sink,2 lavatories,l bth tub.2closet 1 shower,llwater heater, 1 dishwasher, 1 washing machine. F Classification reGiApntial Zone Owned byPats Constraction Id.08 TL A Lot Block S/D II)sOOCKT2 House No. 1805 Sea Oates Drive 7b94 14 4/24/79 4U41 &KICA7 According to approved plans which are part of this permit ry , NOTICE—ALL CONCRETE FORMSi AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. t F PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ♦— � �— ► 0 Building material, rubbish and debris iz from this work must not be placed in public space, and must be clearednp and hauled away by either contractor or owner. E Dill M . Davis Building Official. FOR OFFICE PERMIT USE ONLY NUMBER DATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER vlj CITY OF ATLANTIC BEACH 61 NATER CONNECTION CHARGE DATE_ Z LOCAT ION OWNER .,,"f97' S �.z�s�.c°y�7/a•t� PLUMBING FIRMS v7,= PUrir�ii/G MASTER PLUMBER l 7 BUILDER OR CONTRACTOR___�/s'7 S ��✓ TYPE OF BUILDING _BATHROOM GROUP CONSISTING OF S. HOgg STALL, DOMESTIC 2uni- WATER CLOSET, LAVATORY & BATHTUB OR SHOWER STALL (6 units) —,SHOWERS GROUP PER HEAD 3uni- _BATH'L'UB (WITH OR WITHOUT OVER _.PRGEONS SINK (3 units) HEAD SHOWER) (2 units) FLUSHING RIM, Srilf�< % units) BIDET (3 units) SERVICE SINXTRAP STAND 3uni+ COMBINATION SINK AND TRAY (3 units) _„`,POP, SCALLERY SINK (4 units; COMBINATION SINK & TRAY W/FOOD DIS. . (4 units) 3MINAL, PEDESTAL, SYPHON JR5 -� DENTAL UNIT OR CUSPIDOR (1 unit) BLOWOUT (8 units) DENTAL LAVATORY (1 unit) `URnUT,, WALL LIP (4 units) , DRINKING FOUNTAIN Of unit) rru,•x►• -, *LL, WASHOUT 4 unii �DISHWASHER (2 units) �-URINAL TROUGH EACH 2-Ft.SEC7 2 units FLOOR DIRATNS (1 unit) WASHING MACHINE RES. (3unitt KITCHEN SINK (2 units) ASH SINK, EACH SET OF FAUCI XITCHEN SINK W/FOOD WASTE GRINDER (2units) �(3 units) QALl'-' VATER CLOSETS, TANK OP. 4un9 LAVATORY (1 unit) TER CLOSETS, VALVE OP.8uni _LALAVATORY, BARBER, BEAUTY PARLOR (2 units) UBDRZ TRAY (2 uvitO LAVATORY, SURGEONS (2 units) f7rrY OF PMA-MTC BEACH APPLICATTON FOR WhTER Ct"-TN A,P t-il,ICAT ION IS HEREBY MADE rOyt WATER --?)T-TN AT THE FOLLOWTMG A%DDRESS _jr N IT (S) _ CUT- TN CHARGE BLkY,-:K ISURCIVISION ACCOUNT NO.- MA.W ER MBIM MAILTNG ADDRESS DAT-E- TNSTALLED PATF 'o 9 is aco CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF I SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) _BATHTUB/SHOWER (2) URINAL WALL LIP (4) 1 SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) _SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) _LAVATORY (1) COMBINATION SINK AND TRAY (3) ASHING MACHINE (3) POT, SCULLERY SINK (4) I � _+DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET ($) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) _LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) _SURGEONS SINK (3) LAVATORY, SURGEONS (2) ___.LJACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS $20.00 EACH $ l '� JOB INFORMATION i FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 1 FORM 60OC-93 Residential Limited Applications Prescriptive Method C NORTH 1 2(3",' Small Additions and Renovations Department of Community Affairs p Y Compliance with Method C of Chapter 6 of the Flonda Energy Efficiency Code may be demonstrated by the use of Form 60OC-93 for additions of 600 square feet or less,site-installed components of manufactured homes,and renovations to single and multifamily residences. Alternative methods are provided for additions by use of Form 60OB-93 or 600A-91. PROJECT NAME: v- - BUILDER: AND ADDRESS: - r , PERMITT G CLIMATE t - - OFFICE:/ �/{�T� Qr �� ZONE: 1 ❑2 ❑3K OWNER: PERMIT NO.� S JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C-1,6C-2 and 6C-3 apply only to the components of the addition,not to the existing building. Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS.Only site- ;nstalled components and features are covered by this form. Please Print CK 1. Renovation, Addition or Manufactured Home 1. 'r� l�m 2. Single family detached or Multifamily attached 2. l0-- 3. - -3. If Multifamily-No. of units covered by this submission 3. _ 4. Conditioned floor area (sq. ft.) 4. .513 5. Predominant eave overhang (ft.) 5. 6. Porch overhang length (ft.) 6. 7. Glass area and type: Single Pane Double Pane a. Clear glass 7a. sq. ft. ��I sq. ft. b. Tint, film or solar screen 7b. sq. ft. sq. ft. 8. Percentage of glass to floor area 8. 9. Floor type and insulation: a. Slab on grade (R-value) 9a. R=-0 lo'g sq. ft. b. Wood, raised (R-value) 9b. R= sq. ft. _ c. Wood, common (R-value) 9c. R= sq. ft. d. Concrete, raised (R-value) 9d. R= sq. ft. e. Concrete, common (R-value) 9e. R= sq. ft. 10. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 10a-1 R= _ sq. ft. 2. Wood frame (Insulation R-value) 10a-2 R=_ 11sq. ft. b. Adjacent: 1. Masonry (Insulation R-value) 10b-1 R= sq. ft. 2. Wood frame (Insulation R-value) 10b-2 R=__ sq. c. Marriage Walls of Multiple Units* (Yes/No) 10c _ 11. Ceiling type and insulation: a. Under attic (Insulation R-value) 11a. R= -1--) '372 L�o sq. b. Single assembly (Insulation R-value) 11 b. R=__Ac'1 1 sq. ft. 12. Cooling system* G (Types central, om unit, package terminal A.C., none) 12. Type: SEER/EER: 10 _ 13. Heating s em*: 13. Type: h e cii.A O(.t n--, -- (Type . heat pump lec.strip,natural gas,L.P.gas, room or PTAC, none) HSPF/COP/AFUE: '7 14. Air on System*: a. Backflow damper or single package systems* (Yes/No) 14a. b. Ducts on marriage walls adequately sealed* (Yes/No) 14b. _ 15. Hot water system: 15. Type: _IL je 17 I L- jype elec,�tatural gas, other,none) EF: Pertains to manufactured homes with site installed components. I hereby cert if that the plans and specifications covered by the calculation are in Review of plans and specifications covered by this calculation indicates compliance compliance wi a Flonda Ener t Code. with the Florida Energy Code. ore construction is complet ,this building will be PREPARED BY: DATE:�1� inspected for compliance in a or nce with fiction 5 3.90 S. I hereby certify at th building is i i nc w the Florida Energy Cod BUILDING OFFICIAL: OWNER AGENT:_. DATE: d" DATE: Climate Zones 1 2 3 TABLE 613-1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(600 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 R-7 _ _ _ 0 Central A/C-Split SEER = 10.0 SEER = U) Frame,2'x 4" R-11 0 -Single Pkg. SEER = 9.7 SEER = aFrame,2'x 6' R 19 -- o Room unit or PTAC EER = 8.5' EER = ?: Common,Frame R-11 Common,Masonry R-3 _ -- Electric Resistance ANY z Under Attic R-30 (3 Heat pump-Split HSPF = 6.8 HSPF = Single Assembly;enclosed R-19 a Single Pkg. HSPF = 6.6 HSPF = v Single Assembly;Opened R-10 = Room unit or PTHP COP = 2.7' HSPF/ Common,Frame R-11 w U) Slab-on-grade No Minimum a ¢ U' as,natural or propane AFUE = .78 UE Gas, FO _ O Raised Wood R-19 -- O Raised Concrete R-7 Fuel Oil AFUE = .78 AFUE _ LL Common, Frame R-11 w Electric Resistance EF = .88 EF = In unconditioned space R-6 Gas; Natural or L.P. EF = .54 EF = _ Z) In conditioned space No minimum Fuel Oil EF = 54 EF = TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY See Table E3.6-7 Maximum percentage glass to floor area allowed is selected by type,overhang length,and shading coefficient. Maximum%= Installed%_ GLASS TYPE,OVERHANG,AND SHADING 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 OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC 1'- 1.0 O'_.90 2 1.0 1'-.90 3'-1.0 2 .90 4 1.0 3 .90 0'.86 1'-.86 0 .70 2'-.86 1 .70 3"-.86 2 .70 0'-.65 1 .65 0'-.50 2'-.65 1'-.50 0'-.45 1 .45 0'-40 0 .35 Shading coefficients(SC)may be obtained from the manufacturer. Single clear SC= 1.0,double clear SC=.90,and single tint SC= .86. TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints&Cracks 606.1 To be caulked,gasketed,weather-stripped or otherwise sealed. Interior Joints&Cracks 606.1 All openings in interior surfaces of ceilings and exterior walls must be sealed. Sole&Top Plates 606.1ole pates an penetrations t roug top plates o exterior walls must be sealed. Infiltration Barrier 606.1 Infiltration barrier must be installed in exterior walls&raised wood floors. Fireplaces 606.1 Fireplaces must have flue dampers,glass doors and outside combustion air intakes. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion devices with integral exhaust ductwork. Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air, Heating except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 6-11. Switch or clearly marked circuit breaker(electric) or cutoff(gas)must be provided. External or built-in heat trap required. Swimming 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a Pools&Spas pump timer.Gas spa&pool heaters must have minimum thermal efficiency of 78%. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems,(including heat recovery units)and the first 8"of piping from the water heater(or until piping enters an insulated wall or slab). Shower Heads 612.1 Water flow must be restricted to no more than 3 gallons per minute at 80 PSIG. HVAC Duct 610. 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. Air handlers shall not be installed in attics unless in mechanical closets. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS. 1. On Table 6C-1 indicate the R-value of the insulation being added to each component and the efficiency levels of the equipment being installed.All R-values and efficiencies installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as follows. Total the areas of all glass windows,sliding glass doors and glass door panels. Double the area of all rxr- vertical roof glass and add it to the previous total. When glass in existing exterior walls is being removed or enclosed by the addition,an amount equal to the total area of this glass may be subtracted from the total glass area Divide the adjusted glass area total by the conditioned floor area of the addition. Multiply by 100 to get the percent. Find the largest glass percentage under which your calculated percentage falls on Table 6C-2 Prescnptrves are given by the type of glass(Single or Double pane)and the overhang(OH)paired with a shading coefficient(SC). For a given glass type and overhang,the minimum shading coefficient allowed is specified. Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition,do not have to comply with the overhang and shading coefficient requirements on Table 6C-2.All new glass m the aodmor must meet the requirement for one of the options in the 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 overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements Any glass type and shading coefficient may be used for glass areas which are under at least a two foot overhang and whose lowesi edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single-pane tinted,double-pane dear or double-pane tinted 4. Complete the information requested on the top half of page 1. 5. Read"Minimum Requirements for Small Additions and Renovations",Table 6C-3,and check all applicable items. 6. Read.sign and date the"Owner/Agent"certification statement on page 1. t CITY OF ,-*6ta a Teach - 57&z4& 800 SEMINOLE ROAD — --— — -- —— ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 Chapter 489, Florida Statutes,Part I 'CONSTRUCTION CONTRACTIN&requires Owner/Builder to acknowledge the law: DISCLOSURE STATEMENT for Section 489.103(7),Florida Statutes: State law requires construction to be done by licensed contractors. You have applied for a permit under the exemption to that law. The exemption allows you as the owner of your property,to act as your own contractor even though you do not have a license. You must the construction yourself. You may build or improve a one-family or two-faily residence or a farm outbuilding. You may also build or improve a commercial building at a cost of$25,000 or less. The Wding mast be foryour own u=and occupance. It may not be built for sale or lease. If you sell or lease more than one building you have built yourself within l year after the construction is complete,the law will presume that you built it for We or lease,which is a violatioin of this exemption. You may not hire an unlicensed person as you contractor. Your construction must be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses regiired by slate I"and b- co or municipal licensing ordinances. Ordinances also allow an Owner to improve their own property when it is for personal or family use,and likewise require all work(except maintenance under$2,000)be under a buihhng permit and pass all normal inspec ions. The ordinancestates owners may physically do work themselves;or tua hL re unhaensed workers provided such workers be under "direct a4wryisi on of the owner,who must be on thejob site at aU times while work is in progress by unlicensed trades people." This does not allow use of unlicensed contractors. Since owners mQ.X be liablefn U or i =to workers they hire,the Building Department suggests Worker's Compensation insurance be purchased unless the homeowners insurance policy clearly protects the Owner. Owners hiring workers become employers and should also observe IRS withholding tax and/or Form 1099 requiremerrts on the workers they employ on their improvement work. Unlicensed contractors cannot be employed under amr r;rr,,.,, -warns, Owners being subject to$5,000 penalty under Florida Statute No,455.228(1). An'Occupatlonal L.iccr me'is not adequatc. The owner should physically see the county'Certificate of Competency'or the Florida'Contractors Certificate'to ascertain if a person is a licensed contractor. Telephone the Building Department(247-5826)if in doubt I hereby acknowledge that I have read snd understand al l the above on this ' doy of t=E8 2v q cz, /199 ? AQzk� Witness,Building Dept Employee OwnerBuil 1&. SFj 04:TsAddreZ n (rAtQ f L-QiI �z233 NOTE: Phrases underlined above &17 are emphasized by the Building Phone Department. C 1',"Y OF ATIAN573.C BF�ACH AP,sz'LlCAlT'XQN FGAR PLUMBING PERMIT T,ocATloT.q IZOS --I MASTER PLUMBER_ CIT!/COMTrCY OCCUPATIONAL LICERSE NO. 7TA!7E CERTIFICATE BUILDER ORCOTT .VWNCTOR T-�'P,03' OF BUYLOING. SHOWERS LAVATORY -,,/--3f-kTER HEATERS /MTTPBS _, PIM'ASHERS, URUIALS Dispo!;Aw3 CLosk-ms MRCKINE FLOOR DRAINS OTM", /0TOTAL FIXTURE COUNT lk'SlltkJ.,ATlUi4- OF Pl;f"M., XNG AND FUkURES HUST BE n-',: WITH THE MOST RECLN-5T M- ITSON 03-7 THE SOUTHERN STANDARD PLUMBING CODE: CITY OF ATLANTIC BEACH 716 OCEAN BOULEVARD ATLANTIC BEACH, FLORIDA ADDENDUM TO BUILDING PLAN 1. Building location: 2. The attached plan for the above building is approved subject to meting 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 these 5/8" deformed reinforcing rods for two-story buildings. Reinforcing rods shall be placed in the lower one-third of the footings, properly placed and fastened on metal saMes 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 one No. 4 bar at all corners, poured and tamped with concrete; such reinforcing shall be properly tied into the footing and spandral beam. c. All 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, outwr wall materials, window Baize and design, and other like characteristics) of structures. In accord with the foregoing, similar or duplicate homes shall not be constructed %##thin close proximity of each other, and shall be at least 500 feet apart if any one similar dwelling is visible from any other similar dwelling. e. The final connection between the house p g drain an he sewer service correction (at the property line) must spec�ced by a City before being covered. M X The undersigned) hereby certifies that be has read the above and understands that this addendum takes precedence over any camtrary details to the plans and specifications and agrees to comply with the intent of this addendum. Contracter/Ownar Date CITY OF 4 �eac� - �Eauda 800 SEMINOLE ROAD ATLANTIC BEACH. FLORIDA 32233-5445 TELEPHONE (903) 247-5800 FAX (90.1) 247-5805 ---- -- L SUNCOM 852-5800 August 6, 1998 Thomas Strubel 1805 Sea Oats Drive Atlantic Beach, FL 32233 Re: 1805 Sea Oats Drive Dear Mr. Strubel: Please be advised that no final inspection was performed on the 1996 addition to your residence. The last inspection was insulation on April 15, 1996. Please schedule the final inspection so the building file will be complete. Sincerely, George Worley, II Community Development Director GWII/pah CYNTHIA B. PEREZ Design Services 59 Phillips Avenue Ponte Vedra Beach, Florida 32082 (904) 273-6942 December 5, 1999 Mr. Richard Herbenick Herbenick's Contracting, Inc. 35 Oakwood Road Jacksonville Beach, FL 32250 Dear Mr. Herbenick: Reference is made to the set of plans for the construction of a residence at 1805 Sea Oats Drive, Duval County, Florida. The drawings were prepared by Herbenick's Construction, Inc., undated, without revisions, without plan no. and a total of 5 pages including a survey plan were provided. As requested by you and in an effort to comply with the requirements of the St. Johns County Building Department, herein is the wind load analysis performed on referenced structure. If I can be of any further assistance, please contact me at your convenience. i . Perez Rene Perez-Maldonado, P.E. 59 Phillips Avenue Ponte Vedra Beach, Florida 32082 (904) 273-6942 December 5, 1999 Mrs. Cynthia B. Perez Design Services 59 Phillips Ave. Ponte Vedra Beach, FL 32082 Dear Mrs. Perez: Reference is made to the set of plans for the construction of an addition at 1805 Sea Oats Drive, Duval County, Florida. The drawings were prepared by Herbenick's Construction, Inc., undated, without revisions, without plan no. and a total of 5 pages including a survey plan were provided. As requested by you and in an effort to comply with the requirements of the County's Building Department, a wind load analysis was performed on referenced structure. This analysis was based on the "Residential Wind Design Analysis" software (Second Edition 1996) by Edward F. Hubert, P.E. In an effort to comply with the engineering work requested and after various computations, my recommendations are as follows: a. General construction shall be in accordance with the Standard Building Code, 1997 edition. b. Masonry construction uplifting requirements are in accordance with SSTD 10-97. c. Wind load construction shall be in compliance with the analysis included in Enclosure 1. d. Uplifting connectors to be used at the headers of wall openings, porch posts and roof rafters shall be in compliance with Enclosure 2. e. All windows and doors (including garage doors) shall withstand wind loads of 110 mph before failure. Windows and door wind load pressure shall be 33.35 psf(24.7 X 1.35). It is imperative the contractor reads and comprehend the wind load analysis herein and make sure the contractor's sub-contractors understand the work required before it is done. The undersigned is not responsible for misinterpretations of this design during construction. In the case that the County building requirements are more stringent than those stated herein, the County's specifications shall be used. If I can be of any further assistance, please contact me at your convenience. Sincerely, f l Rene Perez-Maldonado, P.E. ENCLOSURE 1 Project name : RESIDENCE FOR HERBENICKS CONTRACTING INC Location : 1805 SEA OATS DRIVE DUVAL COUNTY FLORIDA -------------------------------------------------------------------------- ----- R E S I D E N T I A L W I N D D E S I G N A N D A N A L Y S I S Second edition, revised 1996 A product of EDA Software, Inc . Based on the Standard Building Code, 1994 edition -------------------------------------------------------------------------- ----- **** GENERAL INPUT DATA **** Permanent construction Simple rectangular building ---------------------------------------- - - - Bearing wall at roof level <---Plan outline of residence ----Ridge---- Width End wall---> Bearing wall at roof level v <----------------Length----------------> 1 Length along bearing walls out to out of studs = 37 feet Width along end walls out to out of studs = 10 feet Roof overhang in long direction from outer face of stud = 1 feet generally Roof overhang at short end wall from outer face of stud = 0 feet generally Height of exterior wall to top of plate on long side = 8 feet constant Roof cross slope = 3 /12 Wind velocity = 110 mph **** DEGREE OF ENCLOSURE **** -------------------------------------------------------------------------- ----- Assume that this building is a ' Partially enclosed building' per Code 1606 .2 . 3 . -------------------------------------------------------------------------- ----- **** STRUCTURAL FRAMING INPUT DATA **** *** Roof Structural Data *** Member number 1 Normal gable type house truss--supported by exterior walls only Span length out to out of supports = 10 feet Roof cross slope = 3 /12 Rafter spacing = 24 inches Overhang = 1 feet *** Wall Structural Data *** Spacing of wall studs = 16 inches Total number of plates = 3 Wall stud number 1 is 8 feet high out to out of plates COEFFICIENTS AND PRESSURES Main Wind Force Resisting Systems Actual pressure = Velocity pressure x Use factor x Coefficient Wind velocity is 110 mph Mean roof height is 11 feet Velocity pressure is 24 . 7 psf Use factor is 1 . 0 Roof cross slope is 3 on 12, which equals 14 . 03624 degrees to horizontal End zone width is 6 feet Coefficient Design Pressure (psf) ------------------------------------------------------------------- End zone Windward wall (1E) . 3 7 .41 Windward roof (2E) -1 . 8 -44 .4.6 Leeward roof (3E) -1 .4 -34 . 59 Leeward wall (4E) -1 .4 -34 . 59 Overhang -1 . 5 -37 . 06 Interior zone Windward wall (1) 0 0 Windward roof (2) -1 .4 -34 . 59 Leeward roof (3) -1 . 2 -29 . 65 Leeward wall (4) -1 . 1 -27 . 18 Overhang -1 . 5 -37 . 06 S U M M A R Y O F H U R R I C A N E A N C H O R D E S I G N SEMCo hurricane anchors Member number 1 --Span 10 feet--located in interior zone--Model HCPR i �(LG� Member number 2 --Span 10 feet--located in end zone-------Model HCPR & HCP r S U M M A R Y O F H U R R I C A N E A N C H O R A N A L Y S I S A)Ly,�jh15 All values of forces are in pounds . Resistances were increased by 60 percent .o) ercnt.o) End zone width = 6 feet 11 Code : C = Compliance N = Non-compliance SEMCo hurricane anchors Member 1 --Gable roof--Span 10 feet, at 24 inches oc--in interior zone : Uplift = 522 Dead = 111 Net = 411 Model HCPR, Resistance = 520 C Model HCPR--20 gauge anchor, 4--8d nails to truss, 4--8d nails to plate Member 2 --Gable roof--Span 10t, at 24 inches oc--in end zone : Uplift = 825 Dead = 111 Net = 14 Model HCPR & HCPL, Resistance = 1040 C Model HCPR and HCPL--20 gauge a c , 4-8d to truss, 4-8d to plate (each) **** ANALYSIS OF ROOF SHEATHING AS SHEAR DIAPHRAGM TRANSVERSE **** Shear analysis applies along supporting shearwalls . Roof trusses are Southern Pine lumber, spaced at 24 inches Sheathing is Oriented Strand Board, 7/16 inch thick Sheathing has no intermediate blocking Fasteners on panel ends are 8d nails spaced at 4 inches Fasteners in panel interior are 8d nails spaced at 12 inches Total lateral wind force on building = 9578 pounds Total force transferred through diaphragm to shearwalls = 4789 pounds Total length of shearwalls = 11 . 8 feet Actual diaphragm force per unit length of shearwall = 405 plf Allowable diaphragm force per unit length of shearwall = go plf -------------------------------------------------------------- - - ----- ----- *** Summary of Analysis *** 35�X/•� ' Roof sheathing diaphragm satisfy Code requirements . **** ANALYSIS OF ROOF SHEATHING AS SHEAR DIAPHRAGM LONGITUDINAL **** Shear analysis applies along supporting shearwalls . Roof trusses are Southern Pine lumber, spaced at 24 inches Sheathing is Oriented Strand Board, 7/16 inch thick Sheathing has no intermediate blocking Fasteners on panel ends are 8d nails spaced at 4 inches Fasteners in panel interior are 8d nails spaced at 12 inches Total lateral wind force on building = 2850 pounds Total force transferred through diaphragm to shearwalls = 1425 pounds Total length of shearwalls = 23 . 9 feet Actual diaphragm force per unit length of shearwall = 59 plf Allowable diaphragm force per unit length of shearwall = W plf -------------------------------------------------------------------------- ----- *** Summary of Analysis *** q/;?4' Roof sheathing diaphragm satisfies Code requirements . *** S H E A R W A L L DES IGN C R I T E R I A **** Shearwall capacities were designed using Type I and II shearwall methods . As per ,1995 Wood Frame Construction Manual, a holddown or a quick tie shall be provided at each end of each wall segment for Type I shearwalls and at the end of the wall (not each wall segment) for Type II shearwalls . ----------------------------------------------------------------- Table 3.16 * Type II Wall Systems (Full-Height Sheathing Length Adjustments) Maximum Unrestrained Opening Height Window Height Door Height H/3 H/2 2H/3 5H/6 H 8' Wall 2'-8" 4'-0" 5'-4" 6'-8" 8'-0" 9' Wall 3'-0" 4'-6" 6'-0" 7'-6" 9'-0" 10' Wall 3'-4" 5'-0" 6'-8" 8'-4" 10'-0" Percent Full-Height Sheathing on Type II Length Increase Factor 1 Type I Wall 25% 1.00 1.33 1.60 1.82 2.00 26% 1.00 1.32 f.59 1.80 1.98 27% 1.00 1.32 1.58 1.79 1.96 28% 1.00 1.31 1.57 1.77 1.94 29% 1.00 1.31 1.56 1.76 1.92 30% 1.00,10 1.30 1.55 1.74 1.90 31% 1.00 1.30 1.54 1.73 1.88 32% 1.00 1.29 1.52 1.71 1.86 33% 1.00 1.29 1.51 1.70 1.84 34% 1.00 1.28 1.50 1.68 1.82 35% 1.00 1.28 1.49 1.66 1.80 36% 1.00 1.27 1.48 1.65 1.78 ' 37% 1.00 1.27 1.47 1.63 1.76 38% 1.00 1.26 1.46 1.62 1.74 39% 1.00 1.26 1.45 1.60 1.72 40% 1.00 1.25 1.44 1.59 1.70 41% 1.00 1.25 1.43 1.57 1.68 42% 1.00 1.24 1.42 t.55 1.66 43% 1.00 1.24 1.41 1.54 1.64 44% 1.00 1.23 1.39 1.52 1.62 45% 1.00 1.23 1.38 1.51 1.60 46% 1.00 1.22 1.37 1.49 1.58 47% 1.00 1.22 1.36 1.48 1.56 48% 1.00 1.21 1.35 1.46 1.54 49% 1.00 1.21 1.34 1.45 1.52 50% 1.00 1.20 1.33 1.43 1.50 51% 1.00 1.20 1.32 1.42 1.49 52% 1.00 1.19 1.31 1.41 1.48 53% 1.00 1.19 1.31 1.40 1.46 54% 1.00 1.18 1.30 1.39 1.45 55% 1.00 1.18 1.29 1.38 1.44 56% 1.00 1.17 1.28 1.37 1.43 57% 1.00 1.17 1.28 1.36 1.42 58% 1.00 1.16 1.27 1.35 1.40 59% 1.00 1.16 1.26 1.34 1.39 Table 3.16 * Type II Wall Systems (Full-Height Sheathing Length Adjustments) Maximum Unrestrained Opening Height Window Height Door Height H/3 H/2 2H/3 5H/6 H 8' Wall 2'-8" 4'-0" 5'-4" 6'-8" 8'-0" 9' Wall 3'-0" 4'-6" 6'-0" 7'-6" 9'-0" 10' Wall 3'-4" 5'-0" 6'-8" 8'-4" 10'-0" Percent Full-Height Sheathing on Type II Length Increase Factor 1 Type I Wall 60% 1.00 1.16 1.25 1.33 1.38 61% 1.00 1.15 1.25 1.32 1.37 62% 1.00 1.15 1.24 1.31 1.36 63% 1.00 1.14 1.23 1.30 1.34 64% 1.00 1.14 1.22 1.29 1.33 65% 1.00 1.13 1.22 1.28 1.32 66% 1.00 1.13 1.21 1.27 1.31 '67% 1.00 1.13 1.20 1.26 1.30 68% 1.00 1.12 1.19 1.25 1.28 69% 1.00 1.12 1.19 1.24 1.27 70% 1.00 1.11 1.18 1.23 1.26 71% 1.00 1.11 1.17 1.22 1.25 72% 1.00 1.10 1.16 1.21 1.24 73% 1.00 1.10 1.16 1.20 1.22 74% 1.00 1.09 1.15 1.19 1.21 75% 1.00 1.09 1.14 1.18 1.20 76% 1.00 1.09 1.13 1.17 1.19 77% 1.00 1.08 1.13 1.17 1.18 78% 1.00 1.08 1.12 1.16 1.18 79% 1.00 1.08 1.12 1.15 1.17 80% 1.00 1.07 1.11 1.14 1.16 81% 1.00 1.07 1.11 1.14 1.15 82% 1.00 1.06 1.10 1.13 1.14 83% 1.00 1.06 1.10 1.12 1.14 84% 1.00 1.06 1.09 1.12 1.13 85% 1.00 1.05 1.08 1.11 1.12 86% 1.00 1.05 1.08 1.10 1.11 87% 1.00 1.05 1.07 1.09 1.10 88% 1.00 1.04 1.07 1.09 1.10 89% 1.00 1.04 1.06 1.08 1.09 90% 1.00 1.04 1.06 1.07 1.08 91% 1.00 1.03 1.05 1.06 1.07 92% 1.00 1.03 1.04 1.06 1.06 93% 1.00 1.03 1.04 1.05 1.06 94% 1.00 1.02 1.03 1.04 1.05 Table 3.16 * Type II Wall Systems (Full-Height Sheathing Length Adjustments) Maximum Unrestrained Opening Height Window Height Door Height H/3 H/2 2H/3 5H/6 H 8' Wall 2'-8" 4'-0" 5'-4" 6'-8" 8'-0" 9' Wall 3'-0" 4'-6" 6'-0" 7'-6" 9'-0" 10' Wall 3'-4" 5'-0" 6'-8" 8'-4" 10'-0" Percent Full-Height Sheathing on Type II Length Increase Factor' Type I Wall 95% 1.00 1.02 1.03 1.04 1.04 96% 1.00 1.01 1.02 1.03 1.03 97% 1.00 1.01 1.02 1.02 1.02 98% 1.00 1.01 1.01 1.01 1.02 99% 1.00 1.00 1.01 1.01 1.01 100% 1.00 1.00 1.00 1.00 1.00 1 Full-height sheathing lengths of Type I walls are to be multiplied by the tabulated Type II length increase factors to determine the required sheathing lengths for Type II walls. * American Wood Council, 1995 SBC High Wind Edition Wood Frame Construction Manual Type I Total Wall Increase Type II Wall Description Length Length Percentage Factor Wall Length Transversal North elev. wall 2 10 20% 1 2.0 south elev. wall 3 10 30% 1.3 3.9 #DIV/0! 0.0 #DIV/0! 0.0 #DIV/0! 0.0 #DIV/0! 0.0 #DIV/0! 0.0 #DIV/0! 0.0 #DIV/0! 0.0 Longitudinal east elev. wall 4 37 11% 1 4.0 west elev. wall 11.5 37 31% 1.73 19.9 #DIV/0! 0.0 #DIV/0! 0.0 #DIV/0! 0.0 #DIV/0! 0.0 #DIV/0! 0.0 #DIV/0! 0.0 #DIV/0! 0.0 **** ANALYSIS OF ROOF SHEATHING **** NOTES : 1 . Allowable shearwall capacities were adjusted as per Table 2C, page 188, 1995 Wood Frame Construction Manual (WFCM) , American Wood Council . 2 . As per Table 2C, page 188, 1995 WFCM, I could increase the allowable capacity by an additional 70 plf if :4 inch gypsum wallboard is used on the inside of the residence . Therefore, 70 plf / 476 plf = . 147 = 150-. of additional linear shear capacity. This additional increase in shear capacity will allow the contractor to use gun nails without increasing the shearwall lengths shown on the drawings . **** ANALYSIS OF ROOF SHEATHING FOR FASTENER WITHDRAWAL **** Interior zone (area Ri) Roof trusses are Southern Pine lumber, spaced at 24 inches Sheathing is 7/16 inch with no intermediate blocking Size of sheathing is 48 inches by 96 inches Fasteners along end trusses are 8d nails spaced at 4 inches Fasteners along int . trusses are 8d nails spaced at 12 inches Total outward wind force on sheathing = 1126 pounds Total withdrawal resistance of 41 nails = 3113 pounds (increased for wind) Fastening of roof sheathing satisfies Code requirements . Edge strip (area Si) width = 3 feet Roof trusses are Southern Pine lumber, spaced at 24 inches Sheathing is 7/16 inch with no intermediate blocking Size of sheathing is 48 inches by 96 inches Fasteners along end trusses are 8d nails spaced at 4 inches Fasteners along int . trusses are 8d nails spaced at 12 inches Total outward wind force on sheathing = 1572 pounds Total withdrawal resistance of 41 nails = 3113 pounds (increased for wind) Fastening of roof sheathing satisfies Code requirements . End zone (areas Se and C) width = 6 feet Roof trusses are Southern Pine lumber, spaced at 24 inches Sheathing is 7/16 inch with no intermediate blocking Size of sheathing is 48 inches by 96 inches Fasteners along end truss are 8d nails spaced at 4 inches Fasteners along end wall are 8d nails spaced at 12 inches Fasteners along int . trusses are 8d nails spaced at 12 inches Total outward wind force on sheathing = 2047 pounds Total withdrawal resistance of 33 nails = 2506 pounds (increased for wind) Fastening of roof sheathing satisfies Code requirements . **** DESIGN OF WALL STUDS **** *** Design of Wall Stud Number 1 *** 2 in. x 4 in. single studs at 16 in. spacing Stud height is 7 . 625 feet--located in interior zone Studs are balloon-framed to roof deck Spruce--Pine--Fir lumber----Stud grade Sheathing is 15/32 inch rated OSB, span rating 24/16 Cross-sectional properties : Composite action between wood stud and sheathing: Transformed section analysis Elastic modulus of wood stud = 1200000 in. �2 Elastic modulus of sheathing = 722857 in. A2 Modular ratio = . 376488 Location of neutral axis : Distance from inside face of stud = 2 . 44401 inches Distance from exterior face of sheathing = 1 . 52474 inches Cross-sectional area = 8 . 07366 sq. in. Moment of inertia = 12 . 64125 in. A4 Section modulus--stud/sheathing bending in vertical plane : Inside face of stud = 5 . 17234 in. A3 Outside of plywood = 8 . 290759 in. A3 Section modulus for sheathing bending in horizontal plane = .4394531 in. ~3 Total outward force on stud = 426 pounds Stud moment = 406 ft-lb. Composite bending stresses in vertical stud: Stud inside face : Actual = 942 psi Allowable = 1366 psi (adjusted) Sheathing exterior : Actual = 221 psi Allowable = 661 psi (adjusted) Stud shear stress : Actual = 56 psi Allowable = 112 psi (adjusted) Stud tensile stress : Actual = 0 psi Allowable = 572 psi (adjusted) Interaction bending and tension actual/allowable stress ratio total = . 6896047 Sheathing stress horiz : Actual = 203 psi Allowable = 222 psi (adjusted) Deflections : Stud : Actual = . 175 in. Allowable = . 5083 in. -------------------------------------------------------------------------- ----- *** Summary of Design *** Wall structure satisfies all Code requirements . **** T R A N S V E R S E S H E A R W A L L A N A L Y S I S **** Wall framing is 2 in. x 4 in. studs at 16 inch spacing Wall stud framing lumber is Spruce--Pine--Fir Wall shear siding is Oriented Strand Board -- 7/16 inch thick Wall sheathing has all edges nailed Fasteners : 8d common nails spaced along edges at4" inch centers Fasteners : 8d common nails spaced in interior at 12 inch centers Total lateral force on building = 9578 pounds Force applied at top of walls = 4789 pounds Accumulated total shearwall length = 11 . 8 feet Actual unit shear on shearwalls = 405 pounds per linear foot Allowable unit shear on shearwalls = � pounds per linear foot .;�56Cs X /.�/ = -S'(- Shearwall IMMUMe satisfy Code requirements . -------------------------------------------------------------------------- ----- **** L O N G I T U D I N A L S H E A R W A L L A N A L Y S I S **** Wall framing is 2 in. x 4 in. studs at 16 inch spacing Wall stud framing lumber is Spruce--Pine--Fir Wall shear siding is Oriented Strand Board -- 7/16 inch thick Wall sheathing has all edges nailed Fasteners : 8d common nails spaced along edges at ., inch centers Fasteners : 8d common nails spaced in interior at 12 inch centers Total lateral force on building = 2850 pounds Force applied at top of walls = 1425 pounds Accumulated total shearwall length = 23 . 9 feet Actual unit shear on shearwalls = 59 pounds per linear foot Allowable unit shear on shearwalls = pounds per linear foot/ Shearwall satisfies Code requirements . -------------------------------------------------------------------------- ----- **** SHEARWALL ANALYSIS NOTES : 1 . Allowable shearwall capacities were adjusted as per Table 3B, page 191, 1995 Wood Frame Construction Manual (WFCM) , American Wood Council . 2 . As per Table 3B, page 192, 1995 WFCM, I could increase the allowable capacity by an additional 100 plf if % inch gypsum wallboard is used on the inside of the residence . Therefore, 100 plf / 504 plf = . 198 = 200 of additional linear shear capacity. This additional increase in shear capacity will allow the contractor to use gun nails without increasing the shearwall lengths shown on the drawings . **** UPLIFTING ANALYSIS **** NOTES : 1 . Shearwalls and bearing walls subjected to uplifting forces are herein designed as follows : a. Worst case uplifting load on walls is 714 lbs . at end zones and 1, 126 lbs . for interior zones : i . At each roof rafter, top plates and top of studs : use (1) Semco HDP2X Sanibel Strap secured w/12-8d common nails (capacity of 1, 320 lbs . secured to SYP or 1, 056 lb. secured to S-P-F) . This connector will take care of either of the roof rafters uplifting forces . ii . Between plates and studs : Load on wall : 714 lbs . /2 ft . = 357 plf if an TPP4 strap is used secured w/12-8d common nails (1, 335 lbs . secured to SYP or 1, 068 lbs . secured to S-P-F) 1, 068 lbs . /357 plf = 2 . 99 feet = 35 . 89 inches 35 . 89 inches/16 inches (stud spacing) = 2 . 24 studs Then use (1) Semco TPP4 strap at every other stud or at 32� o. c . *** ANALYSIS OF OUTWARD FORCES ON WALL SHEATHING *** Wall number 1 Total outward wind force on sheathing = 1278 pounds Total withdrawal resistance of 84 nails = 4687 pounds Wall number 2 Total outward wind force on sheathing = 1425 pounds Total withdrawal resistance of 84 nails = 4687 pounds **** DESIGN OF FOUNDATION ANCHORAGE **** Anchor bolts are 1/2 inch A307, with 2 inch SEMCo round washer at 32 inches Total uniform wind uplift on foundation = 219 pounds per linear foot Uniform dead loads in pounds per linear foot : Roof = 55 . 75 plf �- i2 �'T% /calf' L � / =fli✓� _ Wall = 40 plf -------------------- 7,141 Total = 95 . 75 plf Total uniform dead load times 2/3 = 63 pounds per linear foot Net uplift force on foundation = 156 pounds per linear foot Total uplift force on each anchor bolt = 416 pounds Safe tension value of each anchor bolt = 1635 pounds (incre-alrd for wind) Bolt safe tension value is governed by washer failure -------------------------------------------------------------------------- ----- *** Summary of Design *** Foundation anchorage satisfies all Code requirements . **** DESIGN OF CORNER HOLD-DOWN REQUIREMENTS **** Hold-down is one typical anchor bolt with washer, each wall Normal anchor bolt spacing = 32 inches Distance from corner to hold-down device = 6 inches Distance from corner to first interior anchor bolt = 48 inches Net uplift force on foundation = 156 pounds per linear foot Tributary distance to corner device = 2 . 25 feet Net uplift on corner hold-down device = 351 pounds Uplift tension due to shearwall action in a transverse shearwall segment : Distance from corner to hold-down device = 6 inches Distance from corner to first interior anchor bolt = 6 inches Total shear from shearwall segment = 1217 pounds Height of wall = 8 feet Uniform dead load times 2/3 = 26 pounds per linear foot Shearwall moment at bottom of wall = 9740 foot-pounds Additional tension at corner device = 2415 pounds Total uplift tension on corner hold-down devices = 2766 pounds Allowable tension on corner hold-down devices = 3270 pounds -------------------------------------------------------------------------- ---- *** Summary of Design *** Corner hold-down device COMPLIES with Code requirements . **** DESIGN OF CORNER HOLDDOWN **** 1 . Holddowns at shearwalls transversal to main ridge : 405 plf (81 ) = 3 , 240 lbs . These walls shall be double sheathed therefore the connector shall be twice as strong (6, 480 lbs . ) . Use (1) Semco SGP3 holddown (5, 400 lbs capacity secured to SYP or 4, 320 lbs . secured to S-P-F) and (2) TPP4 straps, each secured w/12-8d common nails 2 . Holddowns at shearwalls longitudinal to main ridge : 59 plf (81 ) = 472 lbs. See corner stud holddown detail shown in drawing W-1A. If this nailing method is used then no holdown in this longitudinal direction is used except the holddown in the transversal direction secured to this stud corner. ENCLOSURE 2 DESIGN OF HURRICANE ANCHORS AT WALL OPENINGS a. Roof rafter uplift for the loaded window opening at addition's west elev. wall, the uplifting reaction at each end of the header will be: [(714 lbs./2')(10')]/2 = 1,785 lbs. 1,785 lbs. < 2,136 lbs. OK Use (2) Semco TPP4. These connectors will provide uplifting capacity of 2,136 lbs. (1,068 x 2 when secured to S-P-F) at each end of opening. b. Roof rafter uplift for the loaded window opening at addition's east elev. walls, the uplifting reaction at each end of the header will be: [(714 lbs./2')(6')]/2 = 1,070 lbs. 1,070 lbs. < 2,136 lbs. OK Use (2) Semco TPP4. These connectors will provide uplifting capacity of 2,136 lbs. (1,068 x 2 when secured to S-P-F) at each end of opening. c. No connector are needed on openings at the north and south elev. walls since no roof rafters are loading these walls. DESIGN OF HURRICANE ANCHORS AT PORCH'S POSTS a. At porch's posts the uplifting reaction is: Posts are spaced (worst case) at every 10' [(714 lbs./2)(10')]/2 = 1,785 lbs. For corner posts (uplifting = 1,785 lbs.): Use (1) Semco ABP44 post connector (uplift capacity of 2,435 lbs. secured to SYP) at the bottom of each post. Secure it with 12- 16d common nails and bolted in the concrete foundation. And use (1) Semco RTPGA1224 strap (uplift capacity of 1,815 lbs. secured to SYP) at the top of each post. Secure each strap with 12-16d common nails. For intermediate posts (uplifting = 3,570 lbs.): Use (1) Semco WAP44 post connector (uplift capacity of 4,000 lbs. secured to SYP) at the bottom of each post. Secure it with (2) 5/8" bolts and embedded in the concrete foundation. And use (2) Semco RTPGA1224 straps (uplift capacity of 3,630.lbs. secured to SYP) at the top of each post. Secure each strap with 12-16d common nails. DESIGN OF ROOF RAFTERS a. Roof rafters span is: For a pitch of 3/12, the horizontal span of a roof rafter needs to be increased by 1.031 10' x1.118= 10.31' From Southern Pine Tables, Heavy roofing, drywall ceiling, construction load, the size of a rafter spaced 24 inches o.c. is 2" x 8" SYP, grade no. 2 or better. b. Ceiling joists are not needed since ceiling will be nailed to the bottom of roof rafters to form a cathedral ceiling. ►LA. 1967 Lwwf AwmCo room eee FS 717.11 re of (9VMUWnrrUWnt I cam_ wGVAA■ W DUMICAT61 to bihm it Wn The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes„ the following information is stated in this NOTICE OF COMMENCEMENT. 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Address...... ...........»....................«............»«...............«».........A+narM of bond Z..«............ __ Name of person within the State of Florida designised by owner upon whop► •Deus or a6w &cow" awy be served. Name ..................................................................._...........»«................._............................ ««.«».. ..... __ Address.....................................................................»................................................................................... In addition to himself, owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill In at Owner's option). Name .................................................................«........«.....»«.....«..................................... _....... »«....«_. ..._.. ` _._........... Address ............................................................................................................. _.._............... _ .....___._.........._ _. TN1e •PACs FOR 111=01IOtR'e Use ONLr 0WW Sworn to and subwked before m Ihis.11"...._............. TfZiCTlbtfjl'itt TE OF FLORIDA Ott c. Ev8/27/96 Book 9473 Page 833 LAWS a RAMCO FORM 4" 5 MI ►46-6-5v%N1 ETURPHON ofirr of 0110141utrurriurnt I►NK►A119 IN DU►LICA74I QIu iuljustt it tttuu rulixtritr The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEM�E]NT. loc.kCDesai lion of ro art Low.......d-....1............._.. . .........../................J�./v!°-...... ���QiC1 P q property y...................... ...[•.........................................................._........................................................................................................................................................... ................................................................................................................................................................................................................................................ ........................................................................................................................... ...................................................................._...............:........................... 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Name of parson within the Stara of Florida desiynaled by owner upon whom notices or olher docurivirds may 6e served: Name .........................................................................................................................................................................................»....................................... Address................................I........................................................................................................................................................................................ ...... In addition to himself, owner designates the following person to receive a copy of the lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). Name .............................................................................................................................................................. r.ricirass ..........................................................................................................._......................._.._......._"-. ........ .................................... l THIS $PACK FOR RKCOROKR•e USK ONLY nK i ?kQFvn�,B GAIL D. SEASE 2� {�,. G,COmmISSiON#CC 603650h Sworn to and subscribed before me Ihis... •. . .•�.••...••.• EXI•IRES NOV 24,2000 1 80NUEU7HRU AVANFIC BONDING CO.,INC. V ............................19..,...,,.. _ _............. r. ..._.�................. t, ary Pu6he