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Permit 751 Cavalla Rd CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FI 32233-Tel. (904)247-5826 ROOFING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24458 Address: 751 CAVELLA ROAD Permit Type: RE-ROOF ATLANTIC BEACH, FLORIDA 32233 Class of Work: ROOF Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section:0 Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 1,100:00 OWNER INFORMATION Date Issued: 7/17/2002 Name: DELAROSA ' Total Fees: 30.00 Address: 751 CAVELLA ROAD Amount Paid: 30.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 7/17/2002 _ �` �' 41-5988 Work Desc: RE-ROOF _ CONTRACTOR( P T(ON FEES ROMAN- ROOFING SERVI 30.00 Air x �r g �. yMMj ^'^y�,+g"�p°.k,� •, �Grr �J 0`k.'r . h 'X",�.�''4k a y� y . � ?➢- 'pia, '^ ' f i..1, NOTICE- IN ECTl3N ^BESTED A QST Hfltl OR f PECTION�� BUILDING MATERIAL, UBLIC SPACE,AND MUST BE CLEARED UP A � ITRAC "FAILURE TO COMPLY WICULT IN THE PROPERTY OWNER PAYING S" ISSUED ACCORDING TO APPROVED PLANS WHI THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i Dite: 7/18/02 01 Nkgpt no: 74363 CITY OF ATLA IC BEA H 14 PMTS-NUJIG i f31.N N1NN3r21N1 751 CAVALU Q c° �nur °84t1.e: a CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address i5 \ CAq4 u'14 Date 4 • i-' -oz Heated Square Footage 114-Cper sq ft = $ Garage/Shed per sq ft = $ Carport/Porch per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation 1st $ t000. pc) !O0. 40 $ b Remaining Value $ per thousand or portion thereof xw, TOTAL BUILDING FEE $ ':XO• + 1/2 Filing Fee $ tom. ( ) Fireplaces @ $15. 00 $ BUILDING PERMIT FEE $ •� WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT. $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ 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: 1143 RECEIVED 5 nna1J� ll 1M1� 1 Gity Of Atlantic Beach City of Atlantic Beach • 800 Seminole Road • Atlantic Beach, Florida hj g Zoning Phone: (904) 247-5800 • FAX(904) 247-5805 • http://www/ei.atlantic-beach.fl.us PERMIT APPLICATION FOR ROOFING JOB LOCATION 7R OWNER OF PROPERTY /1-1/--5 PHONE# CONTRACTOR CONTRACTORADDRESS A�A 5_/__ > ,ZIP 2- 2 3 3 CONTRACTORS LICENSE NO. Ca� � > PHONE# SCOPE OF WORK .::�IL/C 2,,` DECK SLOPE GREATER THAN 2 : 12 - "LESS THAN 2 : 12 2/�Z ACTUAL VALUATION OF WORK $ MATERIAL TO BE USED �1-r �1�✓r� l' ASTM DESIGNATION REQUIRED INSPECTIONS /_"SHEATHING /"FINAL LIBILITY INSURANCE POLICY SUPPLIED YES NO WORKERS COMP.POLICY SUPPLIED YES NO CONTRACTOR LICENSE SUPPLIED YES NO OCCUPATIONAL LICENSE SUPPLIED YES NO SIGNATURE OF OWNER t ✓ '` SIGNATURE OF CONTRACTOR SWORN TO&SUBSCRIBED BEFORE THIS _DAY OF 200 AS TO OWNER NOTARY PUBLt�" tn AS3'ERUNE-McIAUGHUNYP� GLORIA J.CASTERUN&McLAUGHLIN MISSION#CC 976739MY COMMISSION#CC 976739 S:December 8,2004EXPIRES:December 8,2004 ry Servipe g g«ying,Inc. t-806&NOTARV FL Notary Service&Bonding,Inc. Jul 15 02 02:46p Sunniland Corporation 904-737-4155 p• 1 r r r PPROVED CITY g ILDING OFFICkI EAC ,JUL 12002 "1 10 . c°"oaPa""M % Description By: %vantages (Continued) RUBEROID Torch membrane is a +Durable—specially formulated tough, resilient modified bitumen modified asphalt for lasting membrane manufactured to strin- performance. gent GAF Materials Corporation 0 RUBEROID TORCH is backed by specifications. Its core is a strong, GAF Materials Corporation, a resilient, non-woven polyester mat company with over 100 years in that is coated with weather resistant, the roofing business. APP polymer modified asphalt.The *Available in smooth surface and membrane is available with smooth six granular colors; black, white, or granule surface. burnt sienna blend, cedar blend, Uses slate blend,weathered wood blend. RUBEROID TORCH is designed Applicable Standards for new roofing and reroofing +UL Approved for use in construction applications as well as flashings. of Class A,B,or C roofs." RUBEROID TORCH is also an +HUD Material Release No. 1216a ideal product for repairs of built- a BOCA Listed: Report No. 359 up roofing membranes or other e SBCCI PST& ESI Listed modified bitumen systems. 0F Approved +Dade County Product Approval Advantages +New York City MEA's: *Guarantees are available for up 79.89.—Gravel Surfaced to 15 years. 81.89—Giavel Surfaced •Cost effective—the installed cost 82-89—Field Coated of RUBEROID TORCH is less than most single-plys stems on A See RUBEROID Application and Specification y Manual or UL Directory for specific approvals. the market today. +Lightweight—installed roof Product Data (Approximate) designs weigh less than 2 pounds Roll Size_.....................1 square per square foot. (107 gross sq. ft.)(9.9m2) +Resilient—RUBEROID TORCH's Product Thickness.........0.1W'(4mm) polyester mat core allows it to resist Roll Wt.(Smooth).........871bs.(40kg) splits and tears due to its pliability Roll Wt.(Granule)........102lbs.(46kg) and elongation characteristics. Typical Physical Properties Property Test Method Values Tensile Strength CGSB 37-GP-56M MD 180(nom.) (Ibf/2 in.) ASTM D-412 CMD 155(nom.) Elongation(°/,) CGSB 37-GP-56M 54(min.) . ,rs n, ASTM D-412 Cold Flex UEAtc M.O.A.T. No Cracking (20mm mandrel @1eF) No.30:1984 Aug. Dimensional Stability(%) UEAtc 0.5(max.) (6 hrs.@ 176°F unrestrained) No.27:1983 Lap Joint Strength CGSB 37-GP-56M CDM 155(min.) (Ibf/2 in.) ASTM D-412 Jul 17 02 10: 14a Sunniland Corporation 904--737-4155 p. 1 414 3 RUBEROID* e k 5 e n o e, ,j ;X_d C' con ,►nog+ / n FQ a�._V TORCH Description Advantages (Continued) RUBEROID Torch membrane is a • Durable—specially formulated tough, resilient modified bitumen modified asphalt for lasting membrane manufactured to strin- performance. gent GAF Materials Corporation • RUBEROID TORCH is backed by specifications. Its core is a strong, GAF Materials Corporation, a resilient, non-woven polyester mat company with over 100 years in that is coated with weather resistant, the roofing business. APP polymer modified asphalt.The •Available in smooth surface and membrane is available with smooth six granular colors; black,white, or granule surface. burnt sienna blend,cedar blend, Uses slate blend,weathered woad blend. RUBEROID TORCH is designed Applicable Standards for new roofing and reroofing • UL Approved for use in construction applications as well as flashings. of Class A,B,or C roofs.` RUBEROID TORCH is also an • HUD Material Release No. 1216a ideal product for repairs of built- • BOCA Listed: Report No. 359 up roofing membranes or other •SBCCI PST& ESI Listed modified bitumen systems. • FM Approved Advantages • Dade County Product Approval •Guarantees are available for u • New York City MEA's: to 15 years. P 79-89—Gravel Surfaced 81-89—Gravel Surfaced •Cost effective—the installed cost of RUBEROID TORCH is tens 82-89—Field Coated . Meets ASTM D-6222, Type I than most single-ply systems on i ► today..... i, *See Ruberold Applicadon andthe market Specification Manual or UL Direcwry • Lightweight—installed roof for specific approval. designs weigh less than 2 pounds Product Data (Approximate) per square foot. Roll Size...,........... ... scl .1 uace • Resilient--RUBEROID TORCH's (107 gross sq.ft.) (9." Polyester mat core allows it to resist Product Thickness.........0.160"(4mm) splits and tears due to its pliability Roll VA.(Smooth).........87lbs.(39.5kg) and elongation characteristics. RoN Wt.(Granule)........102lbs,(46.4g) Typical Physical Prop&es V1011t lltoq was AS ; OFyr s),96 AIS1'M W.14. 40 1-AAu.Teenl86aYey�►xirt 7} lT11i117i5x47 7 Te r.Slren�ftt;tsom'� V ASTM;W147 98 bimetisit;dar Sk�bit�r,;'� ASTME:t77rt n� >. <t .:, . . PM( rl Ikda VOWLe 21 r• t , CITY OF ATLANTIC BEACH t 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept a coab.us Application Number . . . . . 07-00001471 Date 1/16/08 Property Address . . . . . . 751 CAVALLA RD Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 9345 ---------------------------------------------------------------------------- Application desc add detached garage ------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- NOE SUN STATE ENCLOSURES INC 751 CAVALLA ROAD 5800 RICKER ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32244 (904) 908-4000 --------------------- Structure Information 000 000 ---------------------- Construction Type . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 80 . 00 Plan Check Fee 40 . 00 Issue Date . . . . Valuation . . . . 9345 Expiration Date . . 7/14/08 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 80 . 00 80 .00 . 00 . 00 Plan Check Total 40 . 00 40 . 00 . 00 . 00 Grand Total 120 . 00 120 . 00 . 00 . 00 PERMIT LS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �r; NOTICE OF CONMENCEMENT State of t"1 wt 4 Tax Folio No. County of , VV4.J 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 CO CEMENTp ! Legal Description of property being improved 142 f 4 Vote /j,a V t /.&f (1,4 i T o2 Address of property being improved: ZT1 6 vc/c X/4 t ,221 General description of improvements: /1,'(/ "A, �( g // �- f Owner. Address: FC �22T) Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: // c� l Contractor. C_�A S tk `( Address: ��© / t t/�t1 /�d .1•Lc/t 5 rt V//'2j ' Telephone No.: 10 - FOV o4s Fax No: 20Y- 77`1 — 9 3,) 7 Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself j owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: ! Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: to ' t 1I - y? Befbre4lgihaisj in the County of Duval,State Of Florida,has personally appeared W;I Lia w. N o, Doc#2008012619,OR BK 14398 Page 914;. votary Public at La4StaftNumber Pages;1 VIy commission exFiled&Recorded01/16/2008 at 10:28 AM, Personally Known: * or —421 JIM FULLER CLERK ClRCUtT COURT DUVA! Produced IdentificaCOUNTY �� RECORDING$10:p0 „ Bonded BY NalionM Awn. rS�L`J; CITY OF ATLANTIC BEACH PERMIT J BUILDING /ZONING DEPARTMENT APPLICATION # `J 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM RE ED DEPT: �A Vd//� 2421� � Y N PLANNING Property Z YN BUILDING H V N PUBLIC WORKS Applicant: �''jp � �7)C�Q.arrLJfGS 0 V N UTILITIES �L �L+r �-/ —!!ti 9 G Y N9 E DEPT. Project: �---y-- Y N P_UBLIC SAFETY U) APPROVAL w 00 REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z UJ Y 808 D.E.P HUFSTETLER V N S.J.R.W.M. CARPER UJ _ Y N ARMY CORPS of ENG CARPER Y 809 HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: ILE OR ® 1ST REV CIP LANNIN ® ® 2ND REV BUILDING PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV 00NO Return this forma t®the BWIdiing Department once you have entered your comments into the AS400. CITY OF ATLANTIC BEACH ti J`j{ 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 07-; t OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BU I LD ING-DEPT@COAG.US BUILDING PERMIT APPLICATION DUVAL COUNTY r+ L gat FT 7v �IE�R n .> M r _ Y00 #LUESGI II ON Y� `� ,.f •, ... ,,,, `rM „.;u t s 6 4 opw i�b9R "�,i00is aPNICII,,, a:011x 6191i(ii%eilllit" It STRUCTL,W�:Co NEW BUILDING ❑DEMOLITION RESIDENTIAL LOT BLOCK SUB DIVISION f�0 ! I h rn4 Wii f ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 9 k"L1 ..G"F 41 .IC,/ {R 4 r r rT` r E s ,7 `,< . N � ,„"�ay 13 ALTERATION ❑ACCESSORY BLDG. 11 REPAIR ❑POOL I SPA ❑N/A ` `/� � fm �� J x �J , AI/ 2 ❑ NO�❑MOVE ❑OTHER NJ NO 'EI2TY OWNER. a.urs z.',r:,rte IP?'`Ik 'r I`Idl Li r T ,RSa3 98. 'IIS FtCtatTECT ENGIPIEER:ad a,;, 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: Sk 7S! �¢vG�, R� �aa1 f• `�+ 16.NAME: 4, 24.LICENSEE NAME: wf,,. 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: \' rG. 0 d y ;? 17 18.ADDRESS: GG 26.ADDRESS: 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20. AX NO.: 27.OFFICE PHONE: 28.FAX NO.: 7til� r7 J7:72 3 13.CELL PHONE: 21.C JAL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: al,,GNNa § �,i ,.♦♦:�,w a ' G? , ,,e,c{,�a .' ,H. .. 1.. ' „9't�, i`ib i "'!>. '� ..Gv:SM�9�� .t.d3� _ '. ,3(�II 'r ii�li i ,F n >�••,r�lAp@ rk I L.��7� 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOURp NOTICE OF COMMENCEMENT .i�7'�au,uG it Nau`'' yNiuBW°SN�;�^ r d��r �l � �1 �„- �,�,�r u4 r• a a s � y o �, f : ,i9'": ,«-.w.».,< I , .,: / .: � "� �`.. h, ti'��h „spy"".r,,, h�,i .,.•,c�.ua'i 9' T�. `,u8 II�u".�..: d(I Signed: Date: Signed: Date: ? Before me this��day of ®f�D_44J" 2007 in the county of Before me this ? of �(�u�[/ 2007 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by him herself and affirms that all statements and declarations are true and accurate. % true and curate. Notary Public at Lar e,State of County of �/i/G Not Public at Large,State of �L County of DVVk ❑PP zonally Known Personally Kno L9 Produced Identifi Q ❑Produced Identi a Notary Signature: Notary Signature: No 'A son L COAB FORM BLDG01:REVISED:8/2/2007 William G.Noe This structure has been designed in accordance with the requirements of the 2004 Florida Building Code - Residential, Chapter 3, Section R301.2.1.1,with 2006 Supplement. The following wind load requirements, in accordance with 2004 Florida Building Code - Building, Chapter 16, Structural Design, Section 1609 and ASCE 7-02 were employed in the design of the structure: Basic Wind Speed: 120 MPH 3-Second Gust Wind Speed Wind Importance Factor: 1.0 Building Category: I Wind Exposure Category:OC Applicable Internal Pressure Coefficient: +/- 0.18 Design Wind Pressure for Exterior Components& Cladding: 26.62/-29.28 PSF • For Openings, See"Wind Loads on Exterior Openings" Schedule Attached Type of Roof System: 2"x3"x13 Ga. Metal Frames with 29 Ga. Metal Roof Panels. Materials: 29 Ga. Metal Roof Panels. Fastening Requirements: Per Manufacturer's Specifications. Flashing Requirements: Per Manufacturer's Specifications. DAVIS&CLEATON ENGINEERING, INC. 601 N.ORLANDO AVENUE,SUITE 112 MAITLAND,FL 32751 I PH.#407-539-2353 LIC.#35816 William G. Noe WIND LOADS ON EXTERIOR OPENINGS OPENING SIZE TOTAL TOTAL POSITIVE NEGATIVE LENGTH OF LOAD PER LIN. AREA LOAD WIND LOAD WIND LOAD BUCK ATTACHMENT FT.OF BU. (Ft.2) (Lbs.) (PSF) (PSF) (in.) (LB. per FT.) 3068 Door T-0"x6'-8" 20.0 784 =26.429-4 196.000 48 16070 OH Door 16'-0"xT-0" 112.0 3,293 360.000 110 See manufacturers specification for required fasteners to attach garage door, entry doors, patio doors and windows to building. DAVIS&CLEATON ENGINEERING, INC. 601 N.ORLANDOAVENUE,SUITE 112 MAMLAND,FL 32751 PH.#407-539-2353 LIC.#35816 0'-8" / 4"CONCRETE SLAB 6x6-10/10 WWF �- 7#5 CONT #5 DOWEL 3'-0" x 1'-8"LONG 11-0 TUBE COLUMN-SEE PLAN - \ 2"x2"x2 1/2" ---_�_-- LONG ANGLE \ 8"x 8"TURNED DN EDGE W!2-1/4' W/1 -#5 BAR CONT. SEEi 5'-i"in DIA. SCREWS SLAB FOOTING DETAIL JCONCRETE FOOTING \-4"CONCRETE SLAB REINF, �.— _ -- SCALE:3/8 - 1 0 W/6x6-10/10 WWF OR FIBERMESH ON COMP PLAN N 20'-0"in FILL(COV.W/EMIL y VAPOR BARRIER) 4''-I "in 12"DIA.CONC. PIER' 01-811 FOR EA COLUMN. SEE 4"CONCRETE SLAB CONCRETE FOOTING 4'-11"in ------ 0'-8" #5 CONT '6x6-10/10 WWF FOUNDATION PLAN -ON SLAB TURNDOWN SCALE: 1/8'= 1'-0" -------------__-- SCALE:3/8"=1'-0" WILLIAM G NOE 1 OE 6 751 CAVALLA RD DAVIS CLEATON ENGINEERING, INC, ATLANTIC BCH, FL 32233 103 W. WISCONSIN AVE., SUITE#104 DELAND, FLORIDA 32720 -'_ �--------_ - PH. #386-738-7475 LIC. 0 35816 „ MIN.314”CLR. t 7-1J4"DIA SELF � s TAPPING SCREWS ���� 's .' '• -� TUBE COLUMN 2"x 3"-13 GA SQ2 1r4"O.C. SEL PLAN ; FRAMES TYP ALL MIN.3/4"CLR - 14 GA PLATE MEMBERS t I- EACH SIDE SAVE BRACKET SCALE:NTS { fE g. "in -- -------------- { NOTE:MAINTAIN MIN.OF 314"CLR.TO �) RIDGE 4'-11"in ( EDGE OF PLATE FOR ALL SCREWS E i j 20'=0"in - -4'-1�Vin OVRHD ( ` I 10-114"DIA.SELF TAMPING SCREWS _ 1 T i;K @ 2 1/2"O,C, 4'41"in I I( I II yY FLOOR PLAN 14 GA PL SCALE:118"=V-0° EACH SIDE MIN.314"CLR ' RIDGE BRACKET SEE DETAILS FOR FRAMING — — MEMBER CONSTRUCTION SCALE: NTS WILLIAM G Noe I 2 CSF 6 751 CAVALLA RD CLEATON ENGINEERING, INC. "l 4VE.,SUITE#l04 ATLANTIC BCH, FL 32233 t L 12 111- "in E HA —-—-—— FRONT ELEVATION RIGHT ELEVATION SCALE: 1/8" V-0" SCALE: 1/8" = l - 0" 26 GA METAL SIDING & ROOF 12 4 F 8'- "in REAR ELEVATION LEFT ELEVATION SCALE: 1/8"= l'-0" SCALE: 1/8"= V-0" /l�-(! �� WILLIAM G NOC [3 OF 6] 751 CAVALLA RD DAVIS & CLEATON ENGINEERING, INC. ATLANTIC BCH, FL 32233 103 W.WISCONSIN AVE., SUITE-#,04 DELAND, FLORIDA 32720 PK#386-738-7475 LIC, #35316 31d�S _ INN J � 9 pA�N,d-old ZZE d ppN -,�; i pN ;Nw�`1O�sus -ac D 11d 130'6S1004 u!„5't� 1 NWp�p Owo1s a'd t ,jJ w°stio g / 8wS ONd pNt710019 d1"silo--j ��,�a�S i res°s � ,����a� 354,4 1�41\3S,4\13 1SS dVd`I� S vktd �1`�NZ x„� ` J ONp1„�11 SS�1 , BLOCKING TUBE ' SEE BRACKET --1-- --- 2"x 3"x _-1\ ATTACHMENT 13 GA SQ. ' \ DETAIL i FRAMES TYP. \ 26 GA MTL SIDING& ROOF EAVE - 2"x 2"x 2 '1/2"LONG 14 GA ANGLE&1 - - A fl , 1/4"DIA SELF TAPPING SCREWS EACH LEG TYP. -- I TYPICAL BLOCKING ATTACHMENT OPNG ------------- --------- -- --- FOR -- - -- - ---- r, SCALE: 1/2"= 1'-0" 3'x6'8" -- -- j - DOOR SEE FOOTING DETAIL' RIGHT SIDEWALL FRAMING SCALE: 1/8"= 1'-0" i Il IT IT i LEFT SIDEWALL FRAMING U - WILLIAM G NOE SCALE: 1/8" = 1' 0" l ` 5 OF 6 751 CAVALLA RD DAMS F.CLEA710N ENGIWER!%, INU - ATLANTIC BCH, FL 32233 103 W,WISCONSIN AVE., SUITE M4 �--- - -- DEL_AND, FLORIDA 32720 U) v Zia CD to, CD Wo C-) 0, 1►1 w U U \ N �^ r s� �'N r m ddY \ \ s>� Zllld p1Yi Z.7 WC:'I W, X, Ned �o �� 04, 40 � ' or i cc al0 CD 0 % 01, oll o 00 s 6 �5'-, rD 0 0 OD 7: o z Zo 4po NO ddjarp Z 77- o .6 _' , t 0 Z is 4 4 0 0 to o 0- co, 0— 4 0 C04 Y 0- 0 4 %0 b� i-- -0 t W,,,7� wo , W, o 0 0— WO C"" 'i)"S 4w*7_ .oD O t'c 7j 4 %l OaiW too' C34 t e 0 u}2 ;zr- vr- t ��- li , -:—�C� (4y .6 0040 t 0— 0 0 0,p 4 0 ui 7 4VD, 0 Is wo d ,r- -tro-bw, -2, v b--�r- 04 owl lyx (W'- ow UU)A I 7ow lv�) 04 0i ol cc,,- W, i. 0 I�c 0 , 1� 2 -Z .) ow bwl- 0Cl ti.. CD pD 0� (D "CD oi- z CO ' U U� 1�04 130L� dw 15 ra 0Ou' 3'10 'o O�'\X CD 0 0 ow tJY3-� -'L-) pucol 4 , V, 0 too cl- 4c, OIL)W- o 15-;. All '-e— co o—, CD % t o ca HP Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Nov 19 2007 1:59PM Last Transaction Date Time Type Identification Duration Panes Result Nov 19 1:57PM Fax Sent 97799323 2:11 3 OK Lmn�T,•°i���nst nWr D C1W OF ATLANnC]BLEACH r � PERMIT . BUILDING/ZONING DEPARTMENT APPLICATION# 800 Seminole Road r� J v~ Atlantic Beach,Florida 32233 (904)247 (904)247-5845 Fax www.coab.ns APPLICATION TRACKING FORM! _ RE ED DEPT: � j, ! Y N PLANNING Property Address: l A VQ.//� rG. G� z NI BUILDING C P Y N PUBUC WORKS Applicant: C,* S O Y N UTILMES Y N DEPT. Project: c� ��L ,l f.b gl���. Y N P MLIC SAFETY -APPROVAL REQUIRED AGENCY: RECEIVED BY: INITIAL• DATE: � Y N D.E.P HUFSTETLER Cf Y N S.J.R.W.h& CARPER w _ Y N ARMY CORPS of ENG CARPER ti O Y N I HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: IN T-11 1ST REV PLANNING BUILDING,' Q 2ND REV PUBLIC WORKS D� " PUBLIC UTILITIES �� bn(�,i -I�-�GQ, ►r tic,° 1 FIRE DEPT. PUBLIC SAFETY ® 0 3RD REV Return this forma to the Baiilding Department once you have entered your comments into the ASOO. BP251I03 CITY OF ATLANTIC BEACH 11/19/07 Application Tracking Action Log Inquiry 13: 45 : 43 Application . . . . . . . . : 07 00001471 Address . . . . . . . . . . : 751 CAVALLA RD Application type . . : RESIDENTIAL ADDITION/ALTERATION Revision/Path/Step/Seq/Agency: A 01 00 BD BUILDING DEPT. Action date . . . . . . . . . 10/22/07 Action type . . . . . . . . : FR DISSAPPROVED - 1ST REVIEW Action by . . . . . . . . . : DH DAVID HUFSTETLER Time spent . . . . . . . . . . . 00 Date/Time/User added . . . . : 10/23/07 16: 04 : 41 DHUFSTETLE Comments Print 1) STRUCTURAL DESIGN CRITERIA SHOULD BE 120 MPH - EXPOSURE C 2) REVISIONS TO PLAN ARE TO BE CLOUDED, INITIALED AND DATED 3) RECORDED NOC REQUIRED END Bottom Press Enter to continue. F3=Exit FB=In/Out Status F12--Cancel William G.Noe This structure has been designed in accordance with the requirements of the 2004 Florida Building Code - Residential, Chapter 3, Section R301.2.1.1, with 2006 Supplement. The following wind load requirements, in accordance with 2004 Florida Building Code - Building, Chapter 16, Structural Design, Section 1609 and ASCE 7-02 were employed in the design of the structure: Basic Wind Speed: 120 MPH 3-Second Gust Wind Speed Wind Importance Factor: 1.0 Building Category: I Wind Exposure Category: B Applicable Internal Pressure Coefficient: +/- 0.18 Design Wind Pressure for Exterior Components & Cladding: +22.0/-24.2 PSF • For Openings, See"Wind.Loads on Exterior Openings" Schedule Attached Type of Roof System: 2"x3"x13 Ga. Metal Frames with 26 Ga. Metal Roof Panels. Materials: 26 Ga. Metal Roof Panels. Fastening Requirements: Per Manufacturer's Specifications. Flashing Requirements: Per Manufacturer's Specifications. M IZ3�� 1 D �ls � CLEATON ENGINEERING, INC. 103 W.WISCONSIN AVE.,SUITE #104 DELAND, FLORIDA, 3272.0 PH. # 386-733-7475 LIC. # 3581h HP OM*et 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Nov 20 2007 8:23AM Last Transaction Date Time Type Identification Duration Pates Result Nov 20 8:21 AM Fax Sent 97799323 2:10 3 OK A o tgo, 09 V4 C') -00 00 5. 0)C to .� 0 -0 7— 0.1 iE u I Co. -0 ul Z 0(L C')V..! C� .0 0 co 0 0. W .1 co 6) 00- ir- o d) '00 VU 004 P- 0 , 'o'r- —CO -5 —0 -0 1 AP 'o IA CO 0 .0 00 C4 Y—) p—, AX ao C4 -:5 S !�,7 — -0 0 4 ws Cl- 0,< 0 �b % S 0 C-A 0) 0 -�p Va f- o 0a, ) o o .1 0 0 4) 'w 0 - y v'.. C:� ;r, 0 Ul & ,0 V6 1 le, oo —0 co a) N N C: ILO N -0 co 7::� 014 'o o Ce) 49 A 7& CC) (3) 11) - s � 0 06 CA 0 t�- A- U- U.- s jIs am 7 CO C) co 430 117,1 -t o b CITY OF ATLANTIC SEACNH 07 800 SEM94ME ROAD,ATLANTIC BEACH,FL 32233 _ OFFICE:(904)147-5826 D FAX NO.49NI)24745845 BUILDING-DEPTOC.OAB.US DUVAL COUNTY .rwr= BUILDING PERMIT APPLICATION z vALUATforl vF s-S-FT.uNcR Roca 1,JOB ADDRESS: *0 A i1z, DEIAOLITION �� TRTu 4.LEtAt ori CJ*II'r 5. OF wcxR►c RESIDENTIM a ADDITION D CONVERTING USE D CeMr�cunt-- LOT BLOCK it SUB DIVE+lOh1 D rt, M VPI+f a ALTERATION ❑ACCESSORY BLDG. a.FORE SPRINKLM 7.DESCRif''i1CX` OF*wORK: .. ❑REPAIR ❑POOL I SPA 0 tl/ES ❑WA ' ❑MOVE O OTHER ARCHITE IIENGINEFJi: RT Y 23.COMPANY NAME: �`� 9.NAME: 15.COMPANY s'h -' d / ! ! !1__` 24.LICENSEE NAME: 757/ �'�vt I f'tt- ���t�e.r.Y��r. � 1s.w41�: / � ;� 17.STA/TEE OF FLORIDA LICENNSE NO.: 10. 25.STATE OF FLORIDA LICENSE NO.: ADDRESS: Y C � [ / s'- v � 'V 26.ADDRESS: 18.ADDRESS: P�1`G 28.FAX NO.: 11.OFFICE PHONE: j 12.FAX NO.: 19.OFFICE PHONE 20. AX NO.: Z 3 27.OFFICE PHONE: 1w 9 M 29.CELL PHONE: 13.CELL PHONE: 21. 9 14.EMNL ADDRESS: 122.EMAI ADDFESS: 30.EMAIL ADDRESS: BtltiDitati tOMP AfY1X: IYfORTC,AOE RENDER: CIF OhE1t Trr�N OWf 35.NAME: 31.NAME: tom: 32.ADDRESS: 34.ADDRESS 36.ADDRESS: n has App on is hereby made to obtain a permit to do the work and askWICO d. I Go* out no work or in this commenced prior to file ismatue of a permd that it anall work will be performed to meet the standards of all laws ring constructim nded Or jurisdiction. This permit becomes rw0 and void if work is not commenced within sin(6)months,or if construction or work is SWPO secured for abandoned for a period of six(6)months at any time after work is commenced. I tatder�rd#W separate Permits ffmidElechical Work.Pkmbing,SIgM W4119,Pools,Fumaaes,Boilers,Naaers,Tanks, Air C°rditi°rreM stc. OWNEWS AFFIDAVIT-I MW that all ttte foregoing information Is accurate and that afi work will be done in compliance with finaled and applicable jaws refit MM conWucdon and •I will not occupy Or use the referenced building or any part Owd,until all inspections areprior to obWrwV a certificate of o�ncy or completion issued by the bu"M official,ars required by law. WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNEEtpr,AGENT. GC1N WCTOR {Ir A�errGyiex Regr►ed} (cItlet e>,>tyl Signed: Before me 1trLs doll of - 4D,� 2007 in the county of Before me this of �u ✓ 2007 in the county of Duval.State of Florida.has persweay appeared Duval.State of Florida,has personally appeared W r��1ar" Ate t I�CrI herin by t f I herself and ad6rms that all statements and declarations are herrn by himself 7 herself acrd etfirrns Out all and declarations are true and aoctuate, true and te. NotaryPublic at .stagy d�C-,Ay of at targe,sty of j��County of DVVk — 0 Q Produced 'Oki 0 Ill 01'Produced I Notary S"►gnahne: Notary Signature: „. 9w40d%NaftWNotaqA=L ► M3l121 a L COAG FORM BLDG01:REVISED:8t7J2007 MAP S "'TOWI a Bach ' U T TWO A, AS R CO�tED IN AT BOOK LOT 6, BLOCK 15, ROYAL PALMS, Tw. ► "lttitfdievt ltiifi ` ti7i la>jfVMAa DUVAL 31, PAGES 1 THROUGH 1—D, OF THE COUNTY, FLORIDA. development regulations, but does not constitute approval for the issuance of permits. Com fiance with Florida Building Code and all other ap licable local, State and Federal permitting quit ments must be verlfled atgnature of the City of tlantic Bench Building prior 10 the issue of a WarrNk. LOT 16 UT 17 LOT 18 4' CHAIN o� i. LINK FENCE 5'eq N S _ —0 7S 85°3 27' E 80.65'T LO 0.2'.,[T -71 S 8503.1'46" E 80.60 0.8,1- 2.7— — — ..'...: - 6' WOOD f0' EASEMENT 2.6� FENCE FOR DRAINAGE - 0 CRETE AND UTILITIES PAD Pru pix � as 4' CHAIN �{�^ J.V 6' WOOD LINK FENCE ' W00® FENCE ENCE aD W ti Q crj E NCRETE.. oo W M v co W15.7' 15.3.... 49.6' 64 12-41 ht co LOT 5 LOT 7 M m ONE STORY MASONRY m MM p RESIDENCE #751 N � i, c� v X W¢ a COVERED 0 �O 1'1 ENTRY 49.6' > .3 Ao 5.7' 137 t/1 DRIVEWAY .............. ....... .... ........ 25' B.R.L. 0.2' OVER C) 4CHAIN ( Fv.. 2 LINK FENCE a v.�... i.....'.. b DRIVEWAY o! ........... v �a 0.1' OVER ......:.:.:.:.:.:.:.:.:.. o/ 5' S' (412.60') 0.2' . ' 0 5' 0. ' 412.56 1.0' :"..:::::::N 85037'27" W 0.62' CABLE (80.65') RISER WATER METER 1.5' CONCRETE CURB & CUTTER CAVALLA ROAD 60' PUBLIC RIGHT—OF—WAY LEGEND: O DENOTES FOUND 1/2" IRON PIPE (NO CAP) NOTES: 0.U.L. DENOTES OVERHEAD UTILITY LINE William G.Noe This structure has been designed in accordance with the requirements of the 2004 Florida Building Code - Residential, Chapter 3, Section 8301.2.1.1, with 2006 Supplement. The following wind load requirements, in accordance with 2004 Florida Building Code - Building, Chapter 16, Structural Design, Section 1609 and ASCE 7-02 were employed in the design of the structure: Basic Wind Speed: 120 MPH 3-Second Gust Wind Speed Wind Importance Factor: 1.0 Building Category: I Wind Exposure Category: B Applicable Internal Pressure Coefficient: +/- 0.18 Design Wind Pressure for Exterior Components& Cladding: +22.0/-24.2 PSF • For Openings, See"Wind Loads on Exterior Openings" Schedule Attached Type of Roof System: 2"x3"xl3 Ga. Metal Frames with 26 Ga. Metal Roof Panels. Materials: 26 Ga. Metal Roof Panels. Fastening Requirements: Per Manufacturer's Specifications. Flashing Requirements: Per Manufacturer's Specifications. DAMS &CLEATQN ENGINEER1 4u,INC. 103 W.WISCONSIN AVE.,SUITE#104, DELAND, FLORIDA. 327204 PH,# 386-738-7475 LIC. � 35816 William G.Noe WIND LOADS ON EXTERIOR OPENINGS OPENING SIZE TOTAL TOTAL POSITIVE NEGATIVE LENGTH OF LOAD PER LIN. AREA LOAD WIND LOAD WIND LOAD BUCK ATTACHMENT FT.OF BU. (Ft.2) (Lbs.) (PSF) (PSF) (in.) (LB.per FT.) 3068 Door 3"-0"4"-81" 20.0 648 24.7 32.4 196.000 40 16070 OH Door 16'-0"x7'-0" 112.0 2,722 21.8 24.3 360.000 91 1.) For exterior windows, use 1x4 P.T. buck on jambs and head. 2.) For exterior doors, use 2x4(Min.) P.T. buck on jambs and head. 3.) For garage door use minimum 2x6 P.T. buck for jambs and required spring pads. 4.) Provide enough fasteners of type used to equal or exceed stated loads on table. Fasteners are required no closer than 2"or more than 4"from ends and spaced equal in distance along balance of buck. ** Minimum fasteners for top buck is 2. ** Minimum fasteners for side buck is 3. Approved Fasteners: 3116 Tapcon with 1 W penetration=230 ib. of holding power. W Tapcon with 2"penetration =380 lb, of holding power. See manufacturers specification for required fasteners to attach garage door,entry doors, patio doors and windows to building. Note; Garage door"bucks"shall be attached to studs with 3t8"0"lag bolts. Spaced each 24"o.c.with minimum of 3 bolts. JDAVIS &C I,ATON ENGINEERING, INC. 'l 111A,CflNSIN AVE..SUITE#104 -""A 12720 4"CONCRETE SLAB 6x6-10/10 WWF �`#5 CONT { #6 DOWEL X-0" x V-8"LONG TUBE COLUMN-SEE PLAN — -20'-0 2„x2"x21/2" �— LONG ANGLE 8”x 8"TURNED DN EDGE —., W/2-1/4' 1 W/1-#5 BAR CONT.SEE i 5'-! n � � DIA.SCREWS I SLAB FOOTING DETAIL CONCRETE FOOTING CONCRETE tl WWF ORF. i 4'-1,1"in SCALE:3/8"=1'-0" FIBERMESH ON COMP 20' "in (3 FILL(COV.W/EMIL VAPOR BARRIER) 1� 4'-1 Yin 12"DIA.CONC.PIER" FOR EA COLUMN.SEE 4"CONCRETE SLAB CONCRETE FOOTING I 4'-11"in � 08 ------------- ------------- '#5 CONT ,64-10/10 WWF FOUNDATION FLAN -- _. SLAB TURNDOWN SCALE: 1/8'=1'-0" --�— SCALE:3/8"=1'-0" t -- i WILLIAM G NOC11 ENG i OF ( I 751 CAVALLA RD I ` � � ATLANTIC BCH, FL 32233 ^'IITE#1014 9'1MIN.3/4"CLR, 7-1/4"DIA SELF \ TAPPING SCREWS TUBE COLUMN @ 2 1/4"O.C. 2"x 3"-13 GA SQ SEE PLAN FRAMES TYP ALL MIN.3/4"CLR MEMBERS \� : ,, \ 14 GA PLATE EACH SIDE EAVE BRACKET SCALE: NTS NOTE:MAINTAIN MIN.OF 3/4"CLR.TO RIDGE 4'-1 Vin EDGE OF PLATE FOR ALL SCREWS 20'-'O"in Yin r---OVF!—HD 10-1/4"DIA.SELF TAPPING SCREWS T"CK @ 2 112"O.C. 4'-11"in FLOOR PLAN 14 GA PL SCALE: 1/8"= -0" MIN,3/4"CLR EACH SIDE V SEE DETAILS FOR FRAMING RIDGE BRACKET MEMBER CONSTRUCTION SCALE: NTS WILLIAM G NOC 20F6 751 CAVALLA RD -AIMS& CLEATON EMU31NEERING, INC. ATLANTIC BCH, FL 32233 WISCONSIN AVE.,SUITE#104 - -mnA 32720 12 4 11'-Yin FRONT ELEVATION RIGHT ELEVATION SCALE: 1/8"=1'-0" SCALE: 1/8" = l'- 0" 26 GA METAL SIDING & ROOF 12 8'-�"in ----- --- — — ---- -- --- REAR ELEVATION LEFT ELEVATION SCALE: 1/8"=1'-0" --- SCALE: 1/8"=1'-0" WILLIAM G NOE 3 OF 6 751 CAVALLA RD DAMS & CLE/\Tt)€ ENGINEERING, INC -- ATLANTIC BCH, FL 32233 103 W.WISCONSIN AVE., SUITE,#104 --- -J-- - DELAND, FLORIDA 32720 PH.#386-738-7475 LIC. #35816 TUBE SEE CENTER BRACKET DETAIL 12 CONCRETE , 2"x 2"x 2 1/2"LONG BLOCKING SLAB i 14 GA ANGLE&1 - EE CORNER@ 8`-8"AFF 1/4"DIA SELF TAPPING BRACKET DETAIL � SCREW IN TUBE I V-5" ` ir` in 2"x 3"-13 GA SO 1 LAP SIDING FRAMES TYP. f 2"TYP. ALL MEMBERS 3/8"DIA WEDGE ANCHOR W/MIN lV2"EMBEDMENT SEE FOOTER DETAIL TYPICAL ENDWALL COLUMN- ATTACHMENT @ BASE INTERIOR SECTION 1-/-2- SCALE: 1/8"=V-0" 41 EQ 1VxTOVERHEAD 8 ,'- "in DOOR YL64in——5'-Oln— SEE COLUMN' 4"CONC.SLAB C DETAIL ENDWALL FRAMING -----------—---------- W/WWM SCALE: 1/8" V-0" C FRONTWALL FRAMING WILLIAM G NOC 0 SCALE: 1/8"r V-0" 751 CAVALLA RD 40F6 ! I i ATLANTIC BCH, FL 32233 IV- BLOCKING TUBE / SEE BRACKET 211x 3"x \ I ATTACHMENT - - 13 GA SQ. \ DETAIL FRAMES TYP. \ 26 GA MTL SIDING& ROOF EAVE 2"x 2"x 2 1/2"LONG i 14 DA ANGLE&1 - 1/4"DIA SELF TAPPING SCREWS EACH LEG TYP. NG -� TYPICAL BLOCKING ATTACHMENT °o _ _ aT 3'x6'8" {{ j SCALE: 1/2' =l'-0" DOOR kl -- SEE FOOTING DETAIL' RIGHT SIDEWALL FRAMING SCALE: 1/8"=1'-0" i i f LEFT SIDEWALL FRAMING ----- —� !-- WILLIAM G NOE SCALE: 1/8" = 1'- 0" 5 OF 6 751 CAVALLA RD DAVIS P'lLEATON fNGINEr'_R!UG, INN -- ATLANTIC BCH, FL 32233 z VN W!'SCON IN AVE SUITE#104 ---- ----- DESIGN CRITERIA CONCRETE -� Cl.ALL FOUNDATIONS&1ST FLOOR CONCRETE SHALL BE MIN.3000 CRITERIA BASED ON 2004 FLORIDA BUILDING CODE I -COU SL-4PPLEMI NT PSI @ 28 DAYS&W1 A 3"TO 5"SLUMP, D1.ROOF LIVE LOAD-BASIC PER FBC WAIS 1607.11 (iSln 16 PSF C2.CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE W/THE D2.WIND LOAD-BASIC WIND DESIGN VELOCITY PER 2004 FBC 120 MPH LATEST AMERICAN CONCRETE INSTITUTE BUILDING CODE,ACI 318, LATEST EDITION. WIND IMPORTANCE FACTOR . . . . . . . . . . . . . . 1.0 C3.SEE ARCHITECTURAL&MECHANICAL PLANS FOR VERIFICATION BUILDING CATEGORY . . f. 1. OF ALL DEPRESSIONS,OPENINGS,&CAST-IN-PLACE ACCESSORIES. WIND EXPOSURE . . . . . . . . . . . . . . . . . - 96 C4.JOBSITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR INTERNAL PRESSURE COEFFICIENT GCPI*ENCLOSED BUILDING* It + 0,19 PRIOR TO FABRICATION OF MATERIALS. COMPONENT DESIGN PRESSUR E AA�AtN-V REINFORCEMENT_ DOORS �-{C�' .26 PSF R1.ALL REINFORCEMENT SHALL CONFORM TO ASTM A615,GRADE 60. WINDOWS . . . . . . 27 PSF R2.WELDED WIRE FABRIC SHALL CONFORM TO ASTM 185. zYl�, R3. REINFORCEMENT STEEL SHALL BE DESIGNED,DETAILED, FABRICATED GENERAL REQUIREMENTS &PLACED IN ACCORDANCE Wr THE LATEST ACI"MANUAL OF STANDARD G1.CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED SIMILAR TO PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES",ACI 315. DETAILS SHOWN FOR THE RESPECTIVE MATERIALS. G2.ALL MEMBERS SHALL BE ATTACHED PLUMB,SQUARE,&TRUE OR AS 1r8"WIDE SAWCUT SHOWN ON THE DRAWINGS,JOINTS SHALL BE EVEN&FREE OF OFFSETS. Tt4" j NO FIELD ALTERING SHALL BE ALLOWED WHICH IS NOT IN CONFORMANCE - �---- WI THESE DRAWINGS T" -- G3.CONTRACTOR SHALL PROVIDE ADEQUATE SHORING TO PREVENT MOVEMENT OF THE STRUCTURE - � METAL FRAMING50%OF REINFORCING SHALL PASS THRU JOINT*TYP.` M1.ALL GALVANIZING SHALL BE IN ACCORDANCE Wt ASTM A123 WOR ASTM A163. M2.MIN.YIELD STRENGTH OF STEEL USED IN LIGHT GAUGE METAL FRAMES NOTE:JOINT SHALL BE SAWCUT AS SOON AS THE CONCRETE IS FIRM SHALL BE 50,000 PSI ENOUGH NOT TO BE TORN BY THE BLADE&BEFORE RANDOM M3.MINIMUM YIELD STRENGTH OF LIGHT GAUGE METAL DECK SHALL BE 80,000 PSI. SHRINKAGE CRACKS CAN FORM. NORMALLY BETWEEN 4& 12 HOURS DECKING PANELS SHALL COVER 3 SPANS.DECKING SHALL HAVE A MINIMUM SX OF AFTER CONCRETE IS PLACED. .024"*3 PER FOOT&MINIMUM IX OF.017"~PER FOOT.ATTACH WI*10 SCREWS @9 PROVIDE SAWCUT CONTROL JOINT TO LIMIT AREAS BETWEEN JOINT O.C.DO NOT ATTACH SCREW WITHIN 1"OF RIB. TO 650 SQ FEET. EACH SIDE NOT TO EXCEED 30 FEET. M4.ALL WELDING SHALL BE IN ACCORDANCE WJ AWS 01.1.WELDS SHALL BE COATED WI GALVANIZED PRIMER&PAINT AFTER WELDING. FOUNDATIONS F1.BUILDING FOUNDATIONS ARE DESIGNED FOR AN ASSUMED ALLOWABLE BEARING PRESSURE VALUE OF 2000 LBS. PER SQUARE FOOT,LATERAL ALLOWABLE PRESSURE IS ASSUMED TO BE 300 PSF r`- - I F2.THE BUILDING SITE SHALL BE STRIPPED OF ALL VEGETATION& � � WILLIAM G NC}C TOPSOIL FOR A DISTANCE OF 5'BEYOND THE BUILDING LIMITS,THE Ej QF 6 � 751 CAVALLA RD EXISTING GRADE SHALL BE COMPACTED TO 95%OF THE MAXIMUM DENSITY DETERMINED BY ASTM D-1557 @ A DEPTH OF 18"BELOW -- -- ATLANTIC BCH, FL 32233 j THE COMPACTION SURFACE,BACKFILL MUST BE PLACED IN LIFTS NOT TO EXCEED 8",COMPACTED TO 90%OF THE MAXIMUM DENSITY IS h UEAFON ENGIWEf31? "ll�'wWk WON(Pt 6tts IN UNDISTURBED IN SITU SOIL. 193 W.kAJISIa NSIWAYE,SUITE 104 ELAND, FLOR11RA :32720 PPXV-738-7475 LIC. � 35316 CITY OF ATLANTIC BEACH PERMIT BUILDING / ZONING DEPARTMENT APPLICATION # 000 Seminole Road Atlantic Beach,Florida 32233 I J;il9r (904)247-5000 �g (904)247-5845 Faxw www.coab.us 1.007. V i A 0 N APPLICATION TRACKING FORM REQUIRED DEPT: Y 6d PLANNING Property Address: CA V � Y N I Y AV PUBLIC WORKS AppReant: 0 Y N PUBLIC UTILITIES Y N FIRE DEPT. Project: Y N PUBLIC SAFETY Cl) APPROVAL w REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z UJ Y N D.E.P HUFSTETLER O� O Y N SAR.W.M. CARPER UJ Y N ARMY CORPS of ENG CARPER O Y N HOTELS il<RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: ® ® 1 ST REV T_ PLANNING ® BUILDING 2ND REV p I/ PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Retu rn this form to the BWIdang Department once you have entered your comments into the AS400. MAP STOWING SURVEY OF: LOT 6, BLOCK 15, ROYAL PALMS, UNIT TWO A, AS RECORDED IN PLAT BOOK 31, PAGES 1 THROUGH 1—D, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. LOT 16 LOT 17 LOT 18 4' CHAIN rn i� LINK FENCE 5' S' _ J —o°z' S 85"37,26'EE 80.65 60' 3' qc; 6' OD 10' EASEMENT 2.6 FENCE FOR DRAINAGE �r PASRETE se'�n im�t, AND UTILITIES SIC° 1 a plvSt rx' 4' CHAIN °` 6' WOOD LINK FENCE �' 6' WOOD c ENCFENCE N E 0v Sq�` 00 Z W c o cfJ - CO , n2 o W ti c p t� ..'. p ai q o� b 15.7' 49.6: 15.3 >< ° W n A ww 11. Q�� l LOT 7 ; m ` ONE STORY MASONRY 'R �' M M LOT 5 ccv lQ a x C12 RESIDENCE #751 v X p W o Q 3 COVERED o Q o O 1 ENTRY 11 p 0.,w 1 49.6' l3 A p .... ... I Ka 1 3 co DRIVEWAY 5.7' cy Vl `" 0.2' OVER :...:..:...:...:....... ...-..... 25' B.R.L. e� �....... 0 \L4' CHAIN a,� w...�........ „a • •....V.�.._w_...�. nn � l LINK FENCE .. ,.. ..... h cv DRIVEWAY o ... �1 ... 0.1' OVER v.q... 5. 5 .. . O o (412.60;) .. O/ 412.56 0.2' O 5' 0. >,0 ..... .....:.N. 85°37'27" W 0.62' CABLE (80.65') RISER WATER 0 . .............. METER ... ......... .. .. .. ......... ..... . ... ............ .. . ... .... ..... ... .. 1.5' CONCRETE CURB & GUTTER CAVALLA ROAD 60' PUBLIC RIGHT-OF-WAY AO all LEGEND: O DENOTES FOUND 1/2" IRON PIPE (NO CAP) NOTES: O.U.L. DENOTES OVERHEAD UTILITY LINE 1), THIS-IS-A BOUNDARY_SURVEY. _ CITY OF ATLANTIC BEACH PERMIT' BU ZONING DEPARTMENT APPLICATION# r 800 Seminole Road ,! Atlantic Beach,Florida 32233 9r (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM RE ED DEPT: -76-1 �A I/a,/14,T c Y N PLANNING Property Address: Z Y hi BUILDING I Y N PUBUC VINRKS Applicant: �� � �C�dS-�G�S 0 Y N UTILITIES �G � � �Q�� Y N DEPT. Project: L � Y M r,gMA IC SAFETY w -APPROVAL REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE. Z Y N D.E.P HUFSTETLER 0:0 Y S.J.R.W.M. CARPER _ Y ARMY CORPS of ENG CARPER O Y N HOTELS$RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE SFFF7 BUILDING DA AP REVIEWED BY: INITIAL DATE: � 1ST REV ® l f,� / PLANNING 2ND REV BUILDING PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® 1 ® 3RD REV Return this form to the BWkHng Department once you have entered your comments into the AS400. --. Z� -1001 y,• 3,,, CITY OF ATLANTIC BEACH 07,f SW SEM INOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE.(904)247-5826 0 FAX NO.:(904)247-5845 ' BUILDING-DEPTOCOAS.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1,JO8 AIXss z vALau►TroN OF WORK. 3.s�FT UNDER 4.LEGAL OF WC1Rx 6 STRL)CTUIE Q „ NEW BUILDMIG E3 DEMOLITION RESIDENTIAL LOT_4 BLOCK� DIVISIONl' SUB DIVISION Coyl, /�ifA f VA It E3� ❑ADDITION CONVERTING USE ❑COMMERCIAL 7.OESCRIPTpDtOF WORK: ❑ALTERATION ❑ACCESSORY BLOCi. 8.FIRE C3 REPAIR ❑POOL I SPA ❑YES E3 NtA o[ OTHER NO PROPEKFy T ARCWMCf ENGINEERS _ 15. 23.COMPANY NAME: 9.NAME64: �� C �0 751 (cvtt /71g 16.NAME A' 24.LICENSEE NAME: iJ 1o.ADDRESS 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.. ('�& C 1;?17 / 18.ADDRESS-Shy_)v 26.ADDRESS: 6s C.�'+ IIs' GI e 15�LI'F✓ GE 11.OFFICE PHONE: 1 Z FAX NO.: 19.OFFICE PHONE: 20. AX NO.:- 92 Z 27.OFFICE PHONE: 28.FAX NO.: 21. l PHONE: 29.CELL PHONE: 13.CELL PHONE: 14.EMAIL ADDRESS: 22 EMAIL ADDRESS: 30.EMAIL ADDRESS: tl�t zrweaan e} BONDIMG 001111" S tiAORTt'aAGE LENt]ER: 31.NAME: 33.NAME 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify► that no Work or installation has comrnenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes rail and void if work is not commenced within six(6)months, or if construction or work Is suspended or be secured or abandoned for a period of six(6)months at any time after work is commenced. I understand that separate pew must Eieetrical Work,Pkmbing,Sipyk Welt,Pools,Furnas,BolWe,Neaders,Tanks, Air Condttionem eta. OWNEWS AFFIDAVIT-I certify that aN the foregoing information is accurate and that aN work will be done in compliance with all applicable laws reguiaMV construction and z7onkV.I will not occupy or use the referelNced building or any pact therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or comp Issued by the buitang officficiaf,as required by law• *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. QWNER or�GNT cta� ►cTOR (►f ` DPW R"Oed > ) 0109 Dates Sigrned: cute. o,/f 7 Before me eas jq _day of Oe+o b4/- 2007 in ft cowty O Before me CHs or k(4.bs 2007 in the count►or Duval,State of Florida.has,/ personally appe�ed Duval,State of FF/loridte a,has personally Wpeared Ae-e L'v tY AZ r Fret- herin by hirnseC I herself and atTams Crat all statements and declarations are herin by NmseO herself and affums dud all statements and declarations are true and awwate. / (/ true and / Notary Public at tame,State of t( county Of /VIct Public at targe.State of��.County of r).V& xWunaefty Known, ii Personally . uoedOEM RM '0 13 Z! Notary Notary SwIahSigrraUne' o Bonded By f�na1 Asan. '•:� aolatpWp COAS FORM BL0001:REVISED:8/2/2007 MAPS TOWING SURVEY OF: LOT 6, BLOCK 15, ROYAL PALMS, UNIT TWO A, AS RECORDED IN PLAT BOOK 31, PAGES 1 THROUGH 1-D, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. LOT 16 LOT 17 LOT 18 4' CHAIN °' t` LINK FENCE o 2',JT S 85 3 46"EE 80 60' 3' — — A_ 2. 0.8' �n 2.6- 6' WOOD 10' EASEMENT FENCE FOR DRAINAGE PAD 7' R AND UTILITIES propok 4' CHAIN ." 6' WOOD ENCS LINK FENCE W00l FENCE co 01� ti 00 CONCRETE. nt o W ti aj t7 "PATIO'..'.'..'. O o h co . 49.6' 15.3 >< rn W q w�l �11. LOT 7 M v o� LOT 5 47 ONE STORY MASONRY co O RESIDENCE #751 N q M X ;, W 6 o a COVERED o o O1' ENTRY 49.6' 1 .3 O 7 A o1 5.7' 1 3' co DRIVEWAY .::.:... 25' B.R.L. 0.2' OVER 4CHAIN a .� .." ."...... co LINK FENCE a DRIVEWAY o ... ........ c �y. 0.1' OVER v.q....... ..... O o (412.60') t .......-.... j per"CO 412.56' 0.2' 055 -6 . 0. .:':':':':.:N.85°37'27" W 0.62' (80.65') CABLE WATER ��RISER METER 0 1.5 CONCRETE CURB & GUTTER CAVALLA ROAD 60' PUBLIC RIGHT—OF—WAY LEGEND: O DENOTES FOUND 1/2" IRON PIPE (NO CAP) NOTES: O.U.L. DENOTES OVERHEAD UTILITY LINE i l Ttl1C 7Q A R(1TTAMARY .CTTPVFY William G.Noe This structure has been designed in accordance with the requirements of the 2004 Florida Building Code - Residential, Chapter 3, Section R301.2.1.1, with 2006 Supplement. The following wind load requirements, in accordance with 2004 Florida Building Code - Building, Chapter 16, Structural Design, Section 1609 and ASCE 7-02 were employed in the design of the structure: Basic Wind Speed: 120 MPH 3-Second Gust Wind Speed Wind Importance Factor: 1.0 Building Category: I Wind Exposure Category: B Applicable Internal Pressure Coefficient: +/- 0.18 Design Wind Pressure for Exterior Components & Cladding: +22.0/-24.2 PSF • For Openings, See"Wind Loads on Exterior Openings" Schedule Attached Type of Roof System: 2"x3"x13 Ga. Metal Frames with 26 Ga. Metal Roof Panels. Materials: 26 Ga. Metal Roof Panels. Fastening Requirements: Per Manufacturer's Specifications. Flashing Requirements: Per Manufacturer's Specifications. 0C.j, 4 DAVIS & CLEATON ENGINEERING', NC. 103 W. WISCONSIN AVE.,SUITE#104 DELAND, FLORIDA 32720 FH. #',386-733-7475 LIC. #35816- William G.Noe MND LOADS ON EXTERIOR OPENINGS OPENING SIZE TOTAL TOTAL POSITIVE NEGATIVE LENGTH OF LOAD PER LIN, AREA LOAD WIND LOAD WIND LOAD BUCK ATTACHMENT FT.OF BU. (Ft.2) (Lbs.) (PSF) (PSF) (in.) (LB.per FT.) 3068 Door 31-04#41-811 20.0 648 24.7 32.4 196.000 40 16070 OH Door 16'-0"xT-0" 112.0 2,722 21,8 24,3 360.000 91 1.) For exterior windows, use 1x4 P.T. buck on jambs and head. 2.) For exterior doors, use 2x4(Min.) P.T. buck on jambs and head. 3.) For garage door use minimum 2x6 P.T. buck for jambs and required spring pads. 4,) Provide enough fasteners of type used to equal or exceed stated loads on table. Fasteners are required no closer than 2"or more than 4"from ends and spaced equal in distance along balance of buck. Minimum fasteners for top buck is 2. Minimum fasteners for side buck is 3. Approved Fasteners: 3/16 Tapcon with I %" penetration=230 lb. of holding power, Y4"Tapcon with 2"penetration=380 lb. of holding power. See manufacturers specification for required fasteners to attach garage door,entry doors, patio doors and windows to building. Note: Garage door"bucks"shall be attached to studs with 3/8"x4"lag bolts. Spaced each 24"o.c.with minimum of 3 bolts. A PLEATON ENGINEERING, INr-'. AVE,,SUITE#104 0'-8" 1 4"CONCRETE SLAB r ,6x6-10/10 WWF #5 CONT #5 DOWEL 3'-0" x 1'-8"LONG TUBE COLUMN-SEE PLAN -- -- \ 2"x2"x2 1/2" I LONG ANGLE �\ 8"x 8"TURNED DN EDGE I� i --0 J W/2-1/4' W/1 -#5 BAR CONT.SEE ( 5'- "in DIA.SCREWS SLAB FOOTING DETAIL CONCRETE FOOTING 4"CONCRETE SLAB REINF. j 4'-1 in SCALE:3/8"= 1'-0" W/6x6-10/10 WWF OR FIBERMESH ON COMP -- 20'-0"in FILL(COV.W/EMIL VAPOR BARRIER) 4'-10"in 12''DIA.CONC. PIER FOR EA COLUMN.SEE ,4"CONCRETE SLAB CONCRETE FOOTING 4'-11"in —— ---- 0 #5 CONT \6x6-10/10 WWF FOUNDATION PLAN SLAB TURNDOWN SCALE: 1/8'=1'-0" _---------._--- SCALE:3/8"=1'-0" WILLIAM G NOE 1 OF 5 751 CAVALLA RD O,t)MI i CLEATON ENGINEERiNO, INC, _._ ATLANTIC BCH, FL 32233 1 33 WAVI!SCONSIN AVE., SUITE#3()4 7EI_AND, FLORIDA 32720 ---- ------ -- ---- PH.*386-738-7475 (JC. 0 35816 MIN.314"CLR. 7-114"DIA SELF TAPPING SCREWS `, --�'«�'-_ TUBE COLUMN 2'x3 -13 GA SQ G@ 2114"O.C. SEE PLAN FRAMES TYP ALL MIN.314"CLR I. MEMBERS s 14 GA PLATE f' EACH SIDE EAVE BRACKET SCALE,NTS NOTE:MAINTAIN MIN.OF 314"CLR.TO ( RIDGE 4'-11"in EDGE OF PLATE FOR ALL SCREWS 20'-'0"in 1 4'-1)"in j OV HD 10-114"DIA.SELF TAPPING SCREWS T CK @ 2 112"O.C. 4-11 m FLOOR PLAN ' ' 14 GA PL SCALE: 1/8"=1'-0" EACH SIDE MIN.3r4"CLR RIDGE BRACKET SEE DETAILS FOR FLAMING MEMBER CONSTRUCTION SCALE: NTS WILLIAM G NC?C { } r 2 bF 6 751 CAVALLA RD ` WON' L�IGMEERING, lid.,. -- � ATLANTIC BCH, FL 32233 "t,c SUITE#104 12 FRONT ELEVATION RIGHT ELEVATION SCALE: 1/8"= 1'-0" SCALE: 1/8" = l'- 0" 26 GA METAL SIDING & ROOF 12 REAR ELEVATION LEFT ELEVATION SCALE: 1/8"= 1'-0„ --------- SCALE: 1/8"= 1'-0" WILLIAM G NOE 3 OF 6 751 CAVALLA RD DAVIS & CLE7ITC)I� EN�I9VEERINC, INC ATLANTIC BCH, FL 32233 103 W.WISCONSIN AVE., SUITE#104 DELAND, FLORIDA 32720 PH. 0 386-736-7475 LIC. #35816 _,- SEE CENTER BRACKET DETAIL �" TUBE CONCRETE .� 12 �� , 2"x 2"x 2 1/2"LONG BLOCKING SLAB 14 GA ANGLE&1- SEE CORNER y r/ @ 6-6"AFF i� 1/4"DIA SELF TAPPING BRACKET DETAIL t SCREW IN TUBE \;>2"x T"-13 GA SQ LAP SIDING FRAMES TYP. /" 2"TYP, ALL MEMBERS 3/8"DIA WEDGE ANCHOR W/MIN - —__ 1 1/2"EMBEDMENT (� t SEE FOOTER DETAIL TYPICAL ENDWALL COLUMN BASE- INTERIOR SEATTa_CHM_EN_T @ BASE CTi�N _ E SCALE: 1/2"=1'-0" SCALE:1/8"=1'-0" 'I2 _ ' EQ EQ rT 8,- „In (l { lftT OVERHEAD DOOR I I SEE COLUMN' IP DETAIL ENDWALL FRAMING 4' CONC.SLAB ---------------_.__.__.__--___—.-- Wl WWM SCALE: 118"= 1'-0" F {7NTWALL FRAMING — WILLIAM G NOC SCALE:1t8"= 1'-0" � 4 bF g751 CAVALLA RD i f)AVI C� ,� � h 77yt �� ATLANTIC ETCH, EL 32233 . {NIC BLOCKING TUBE '/ I % - SEE BRACKET - ---�- 2"x 3"x ATTACHMENT - ------- 13 GA SQ. \ DETAIL FRAMES TYP. A, 26 GA MTL SIDING& ROOF SAVE I�l 2"x 2"x 2 1/2"LONG 14 GA ANGLE&1 - 1/4"DIA SELF TAPPING SCREWS EACH LEG TYP. i OPNG TYPICAL BLOCKING ATTACHMENT FOR FOR - - - - - 3'x6'8" SCALE: 112"=1'-0" DOOR ' -- ` SEE FOOTING DETAIL' RIGHT SIDEWALL FRAMING SCALE: 118"=1'-0" I i �l LEFT SIDEWALL FRAMING --� —--- ---_--- ---�_--� ---�— r WILLIAM G NOC SCALE: 1/8" = 1'—0" 5 OF 6 751 CAVALLA RD L-- ATLANTIC BCH, FL 32233 DAVIS "'. Cl EATON ENGINEERING,, Id�f. -- OFLAND, F10-RIDA 32720 b;+f Jl`)Or 700 'IA-Pr: h Afl jt lite4e DESIGN CRITERIA CONCRETE ~~~~'~~'~ ^~'~` ' ^-'`~ ^ Cl.ALL FOUNDATIONS&IST FLOOR CONCRETE SHALL BEMIN. a".' CRITERIA BASED OND004FLORIDA BUILDING CODE V�|7 coLe 6tA 12PI-6MENT" PSI @ 28 DAYS&W1A3"05"SLUMP. C2CUN�R�TEVVDR�8HALLBE�XEOUTEn|NA��0R&uNCEN�THE D1 MOO�L|V�LOA�'8A�k�PERF8C0�0���8U7�l .' ~����/ . . 18PSF � � . ' � D2LATEST AMERICAN CONCRETE|NS7lTVTEBUILDING CODE'ACI 318, 12OK8PH ' � ' LATEST EDITION. WIND IMPORTANCE FACTOR . . . . . . . . 1'0 C3'SEE ARCHITECTURAL QMECHANICAL PLANS FOR VERIFICATION BUILDING CATEGORY . . . . . . . . . . . . � L~. I OFALL DEPRESSIONS,OPENINGS,&C/VST-IN'PLAC2ACCESSORIES. WIND EXPOSURE . . . . . �,.^& ��JdB�TECQNO�K�N8SHALL 8EVEFUR508YTHE CONTRACTOR . � � ' . . . . . . � . � � PRK]�TDP��R|�AT�NOFK�T�R|ALG INTERNAL PRESSURE EFF *ENCLOSED BUILDING* W + 0-19 . COMPONENT DESIGN PRGSSUR �{��� , �,«Ap��� ENT � °��`^~`, - DOORS . . . . ��� `` . ^ �28pGF RI.ALL REINFORCEMENT SHALL CONFORM TOASTM AG19.GRADE GO. WINDOWS —'� ' 27p�F M2VVELDEUN8REFARR|��KALLCDN��Rk�TDAB�N18S . . � �/ . � . . . . . . . R8 REINFORCEMENT DETAILED,FABRICATED ��� �� �&0���T� ' ' ' ��o�c &PLACEo|NACCOR[ANCENVTHELATESTAC|"NANUALOFGTANDARD ��ACT'�GPORDETAiL|NQR�{NR�RCEDOONOR�TEGTRUCTURE8'' AO|D�8 @1.CONDITIONS NOT GPEC|RCALLY8HDVVNQHALL8EFRAMED SIMILAR TO ' . DETAILS SHOWN FOR THE RESPECTIVE MATERIALS, G2.ALL MEMBERS SHALL BEATTACHED PLUMB,SQUARE,&TRUE DRAS SHOWN ONTHE DRAWINGS.JOINTS SHALL 8EEVEN&FREE OFOFFSETS. i/B"WIDE 3AVVCUT N0FIELD ALTERING SHALL BEALLOWED WHICH ISNOT|NCONFORMANCE ---- NVTHESE DRAWINGS Q3.CONTRACTOR SHALL PROVIDE ADEQUATE SHORING T0PREVENT ._L MOVEMENT 0FTHE STRUCTURE \ 50�6OFRE|NR}R0NQSHALL METAL F��\K��� PASS TMRUJOINT~TYP.^ MI.ALL GALVANIZING SHALL BE|NACCORDANCE NkASTM A1%3WOR ASTM A163. M2NOTE'J{}|NTGHALLBEG/A8XCUTA8G{)[)NASTHEOONCRETE|GF|RK� MIN. ' ' � SHALL BE6O.OU0PSI ENOUGH NOT TO8ETORN 8YTHE BLADE&BEFORE RANDOM M38HR|NKA{�ECRACKS CAN F0RK8' NORKAALLY8ETVVEEN4812HOURS �|N/k8U�Y|EL��TRGN�THOFL|QHTQAU�EK8�T�L�ECKSHALL8E80000P8| � ' ' DECKING PANELS SHALL COVER 8SPANS,DECKING SHALL HAVE AMINIMUM GXOF AFTER CONCRETE IS PLACED, D24"°3PER FOOT&MINIMUM|XDF.O17"PER FOOT.ATTACH W/°1USCREWS @A PROVIDE 8AVVCUTCONTROL JOINT TOLIMIT AREAS BETWEEN JOINT O.D.DONOT ATTACH 8CREVVYNTH}N1''OFRIB, TO85OGQFEET.EACH SIDE NOT TDEXCEED 30FEET, M4ALL WELDING SHALL 8E|NACCORDANCE wWAWS D11 VVELD8SHALL BE COATED W GALVANIZED PRIMER&PAINT AFTER WELDING, FOUNDATIONS Fl.BUILDING FOUNDATIONS ARE DESIGNED FOR AN ASSUMED ALLOWABLE BEARING PRESSURE VALUE OF 2000 LBSPER SQUARE FOOT.LATERAL ALLOWABLE PRESSURE IS ASSUMED TO BE 300 PSF F2.THE BUILDING SITE SHALL BE STRIPPED OF ALL VEGETATION WILLIAM G NOC TOPSOIL FOR A DISTANCE OF 5'BEYOND THE BUILDING LIMITS.TH 60F6 ' 751 CAVALLA RD EXISTING GRADE SHALL BE COMPACTED TO 95%OF THE MAXIMUM DENSITY DETERMINED BY ASTM D-1557 @ A DEPTH OF 18"BELOW ATLANTIC BCH, FL 32233 --c r'OMPACTION SURFACE.BACKFILL MUST BE PLACED IN LIPTS NOT -^ r()MPACTEDTOg096OFTHE MAXIMUM DENSITY PAV|�,&UE4TON ���|N��H|��, �M�---------------------'----------� ~ "r,s��}NUNDISTURBED(NSITU SOIL. 1,03 xN.VV|KANS)N AVE., SU|TEM04 DE[AND, F[ORiDA. 32720 PK O3RF'7,10'7475 |>C *3SD/6 FOR OFFICE USE ONLY Date--,.7...` 13----•-----...19 .1 ao Permit *J----•117...Fee$11 CITY OF ATLANTIC BEACH0191, Valuation $--- Da.... FLORIDA House #.1,r./....<9_ealjlc•---- .....----------------•--------•------...................-•------•------•--. ► ' 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 ids steed that a list of su ontractors be submitted to this office so that licenses can be verified. t/�� .��gyri� cam,,, Date........ .—1�_ --•---`3...---------•--------..-, Owner--t11— ---- �""" = ----------Address.............---------------------------------------._..._.Telephone No............................. Architect------................ Address-----------------------------------------------------------Telephone No....------_------------ Contractor Builder----- Address-----------------------------------------------------------Telephone No--------- Lot No--------------lea--------------------------------Block No-------1_.:. 7.------.....Sub Division ------V'A---•A-........Zone..... --- -. ...1L _ Street----------------------Side Between..........--------------------------------------_and-----------------------------------------------------Sts. re Valuation $..... ' ................For what purpose will building be used...-------------------..................Type of construction------._-.................. .__..._._. Dimensions of Building._. .r�r. ..,X... _ .,Dimensions of Lot---------------------------------..............__-----Size of Footings._..1��,�'� `-_.__..... Size of Piers....._..---..........................Size of Sill's---------.------------_-----Greatest Sill Span in ft...__._...._.........---..Type Roof. � . ._..� How will Building be Heated;V11A [1�t ✓ .�-eeAll Building be on Solid or Filled Ground?.. ss Size of Ceiling Joists �................. Distance on Centers....r?.$.L.............................., Greatest Span---------------------------------------.... 91 Size of Floor Joists--------------------------------------------- Distance on Centers.-----•-- .......................... Greatest Span.-------------•---------------------------- :I Size of Rafters------------------------------- --------------- Distance on Centers........----...... --•-------------------, Greatest Span.---------.... --........--------------- or This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. W W 2. When steel is in place and ready to pour columns and/or lintel. Z Z 3. When steel is in place and ready to pour beam. 4. When framing is completed. S 5. When rough plumbing is completed,and ready to cover up. W W 6. When septic tank drain field or sewer is laid but before it is covered. q q 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of Atlantic Signature of Builde _.�1( .-• . •-/ t, Address................................... .------------------...------------------ Signatureof Owner..-------------------------------------------------------------------------------- Address.......----------------------------------------------------------__---_---------------------- r 0003223 sr r ,4 DEPARTMENT OF 13UILDIING- CITY OF:ATLANTIC BEACH t"is:# l"fx7' Afth"rrO-- ��t1CtiGA`!'XMG11t; SN)l RM1A'f � ►?t — a f"�x+xs1t Nutnftw t ' J 11dt 7r a '?J1 +y+y L,L.N Ikt iAL1 !'�srr�lt "�Y'P�"<�k �iK!l9Nx!DAL rA'"1�`L.3ltl'�'"!<"ZiQ ,)tltl�Fi�H� la'LiClR2't3lk '.ql"� 1 eBrri + C Work a blemok a fte t ion I constr. types W000 �AN� "r"rabtaiFr a rropowW x U*ars sl L>M lrhfRTt.Tt Subdivision 3 tt+CsrA . tItLim IC+w+�r,t�l.�.aagba � t��atil�a � ! �lSt�ta ta'd '1 S.W&I lFtD. Z a :9sto.k9C? 00 'ItCt�+al� d 0. -4lVT1 �r '. �� � ar„¢ i:'IV� y o-U .�T�iaT' i ` , rP *'47+� J Ago y�,ya�.�y(�� MOA yy ay�,ye� y��[y ,may 00 � � F I I i'fI AY i�lY}fRi + .Arl 5JW �1 *Sf yy�iii&" f ,�r �' �s � ��u C R14l1 'oft �ttl�l�A*1 2�1t - 1�Ith'1�iCt" ams w r+w.w,+� ft...Coiwwyorlsipmyyy ar"wn 00 00, 00R PL.*3, �► � t#1t"t1I[A1tll.k 7`tltJ!lt1L` IMit3w wPP � i 9wirPY ar akc 4 ' %,x ';�,F EE: Ct'1"'IK!'f�R �R"Irs ' NOTES: I NOTICE-ALL'CONCRETE FORMS AND FOOTINGS MUST SE 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 7tJ COMPLY WITH THE MECHANICS' LIEN, LAW CAN RESULT IN THE PROPERTY OWNERPAYING TWICE FOR BUILDING I " ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUS ... REVOCATIOANOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 001-1 ' ... 0003223 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH i LOCA'f X10" INr 0ftf1ATYOH Pery"It Humbert Aciareas: '7=11 CC'.AVPLLA ROAD P"erMIt. Type: RECHANXCAL A'TLAKTxC BEACH, PLOR.XbA C1888 i52' CMarK: rtEN --._-----_.. Lf!OAL constr. 'f ype. WOODfrftAr°fE Lot-. block*. �ectIan i proposeCS Use: t5xf GLft f'ArixLY 'Taw3ttshlp: RHO, K? Dveiiin9s:`'iY, 1 Cade O SUbCIVIVIOh: fti�YAL f'ALrtX3 A z t.imatea Value; RC1.130 Improv, !cost: 010.1010 Amount P*1.0:, �4� . KSKf work v@ac* x XN t'TALL �3'rm OUTDOOR fl k; UNSTP 1 xrtl 10OR "EAT UHXT 10KW C ►/rt rt r'Nr^ORr1A"I"StCIN --- ---- - _-- ArPLICGA' XOM PEE--1 me**% DELAIROnh PERMIT 00 Atitr3C`ess,% -t!*1 OC A VELLA ROAD WATER IRr'ACT 1-44 00.OO A`TLAHTSV ISMACH, JwL0ftZDA 0:22.0.0 21EWElt Ill'IFPAICv ree oko,OCD Phone+ k IVO-3 T 241-0'7"7'1 WATER 11Z-rE!t OO RADON OA'-S-H. R.S. 9O.OO -_-_ _ MX+TRAC''I~Oft .XHF0ftnA"TXf0tt _ ____ ftAbX3M OAtS - -1% 00 Nome: Z"afty NEA°Trwo & 'AIR lcamto. WATE1pt TAP 00. 00 A00re'ss s '946 SHE- 'TER AVE. eVWMft IrAP DC7. 010 JACNISOrtVILLE ISEA>CH, PL. 't% 2--40 FfVDIW (JLIC SHARE *10,On L.xcenset CCACO -1504 type: i ftE-INMP'E?Cjr FEE 150.00 risfcc. vt xrIPAwr PEz f4fa.00 +�Trir;rt 9C1.+C?Ct NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MtOT BE INS P C7ED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT' IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING I&WlummE g2Te�►�e' TOTAL $47.00 ISSUED ACCORDING TO APPROVED PLANS WHICH AhE PART OF THIS PERMIT AND SUBJEEWERM REVOCAT01406OR VIOLATION OF APPLICABLE PROVISIONS OF LAW. CKW- $.0 619270 ATLANTIC BEACH BUILDING DEPARTMENT � 1 By: r CONTRACTOR COPY y'j /Ll G A-m BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32238 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, 11, III, and IV. LOCATIONStreet Address: OF Intersecting Streets: Between And pavwj BUILDING Sub-division II. IDENTIFICATION -- To b 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 attached plans and specifications which are apart hereof and in accordance with the City of Jacksonville ordinances and 0andards Of good-practice listed therein: `? Name of Mechanical Contractors Contractor (Print) Y` l i. Master Name of Properly Owner Signaiun of owner Signature of a Authorised Agent Architect or-Engineer Ill..GENERAL INFORMATION 'A Type of Meting fuel: �• IS OTHER CONSTRUCTION BEING 09* ON EhlcMit THIS BUILOING OR SITE? �/ Q hes—❑ LP ❑ Natural G Control Utility IF YES, GIVE NUMBER OF CONSTRUCTION N Od PERMIT Q Other — Specify IV. bOCNANICAL 6QUMb W TO BE, INSTALLEDNATURE OF WORK (Provide complete list of components on bad of this form) Residential or ❑ Commercial fid' Meat O Span ❑ Recessed WCenfhl O flea ;--E"X18tlng w Building 9Y I ®'" Air Conshfisming: ❑ -Room Centra) Building 1 s/ Q/�IrN System: Mate• f ThickmHo Xoplacement of existing system Maslmum capacity f Now installation(No system previously,installed) e. rn, Q Refrigsntion ❑ Extension or add-on to existing system /O{&U ❑ Other — Specify Q Cooling toward capacity 9•P•m• Q Fire sprinlden: Number of Mads Q sovoter ❑ Mealift Q Escalate ("Umber) THIS SPACE 004 OFFICE USE ONLY Q ;IS"ne pumps (nvmbor) (ReeeMdl 13. Tem (number) Remarks Q Unfired'Pressure vesseF loam Pertnif Approved by Do% Q;Other - Specify Permit 4J9T ALL EQUIPMENT AM COMTIONING AND REFRIGERATION EQUEPMENT NUMber Valu DeWilptift Madel NUMber Y"UraetwW (TONSAPS CITY OF_ ATLANTIC BEACH FLORID c)- Approved by APPLICATION FOR ELECTRICAL. PERMIT _ .(1/^' �} TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 2=- S-- 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. N C� ELECTRICAL FIRM- MASTER ELECT ICI N SIGNATURE NAME 2,L ADDRESS: -7S-/ l"A�/ALc.9 f('�� RFD BOX BLDG.SIZE BETWEEN: RES.�-T APT.( ! COMM.( I PUBLIC( ! INDUS.1 1 NEW( ! OLD J1 REW.( 1 ADDITION ( ) TRAILER ( 1 TEMP.( f SIGNS ( ! SO. FT. SERVICE: NEW( f INCREASE,(+,, REPAIR ( ! FEE CONDUCTOR SIZE n AMPS 2-0 O COPPER ( ALUM.Po) Co SWITCH 05 BREAKER 2-,'2 O� AMPS PH W 2YO VOLT Ste. RACEWAY EXIST.SERV.SIZE J AMPS / PH 3 W Z Y OVOLT S& RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-30 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELT TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS JCELL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS: