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Permit Shed 771 Cavalla Rd 2012 C .4c `F', CITY OF AT LANTIC BEACH �" 800 SEMINOLE ROAD Z ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 Application Number 12- 00000312 Date 3/29/12 Property Address 771 CAVALLA RD Application type description SHED PERMIT Property Zoning TO BE UPDATED Application valuation . . . 2000 Application desc 10 x 12 shed Owner Contractor OSWALD JASON OWNER 771 CAVALLA ATLANTIC BEACH FL 32233 - -- Structure Information 000 000 SHED Permit ACCESSORY STRUCTURE NEW RES Additional desc . Permit Fee . . . 60.00 Plan Check Fee . . 30.00 Issue Date . . . Valuation . . . . 2000 Expiration Date . 9/25/12 Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 NATIONA1 ELECTRIC CODE *CALL FOR FINAL INSPECTION WHEN SHED COMPLETE AND ANCHORED TO MEET 120MPH WIND LOAD. Other Fees STATE DCA SURCHARGE 2.00 STATE DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit Fee Total 60.00 60.00 .00 .00 Plan Check Total 30.00 30.00 .00 .00 Other Fee Total 4.00 4.00 .00 .00 Grand Total 94.00 94.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 Job Address: 111 Ct,. 0- iZ- cactic,l Permit Number: /Z ?A:2 Legal Description Parcel # Floor Area of Sq.F't. Sq.Ft Valuation of Work $ (i 0 o v Proposed Work heated /cooled non - heated /cooled 1 0 Class of Work (circle one): 400 Addition Alteration Repair Move Demolition pool /spa window /door Use of existing /proposed structure(s) (circle one): Commercial If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N /A Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: 1.1" 5 c - 1 `( (... ^ Jj P v r -N-6,12 l l S I,., e A. to X to Property Owner Information: . Name: 5c s o rs- 0 w o-‘- I Address: )1 1 Lye- 1Z oo . t City AA-km. ,c R to,c i.. State rLZip .32a 33 Phone ° Lo`r - b'/ci - G ZG 7 E -Mail or Fax # (Optional) i Contractor Information: Company Name: Qualifying Agent: F 1 1 b Address: ,_____ _ Ci L•. - 111 Office Phone Job Site/ Cont.! A 1 per Fax 71 ' State Certification /Registration # 1 1 1 "% 1 . a 1 - . '''`'"" .•. Architect Name & Phone # 1 _ a a . _. 1 C 1 ► 1► _ Engineer's Name & Phone # 1 • _ ' 01 _ ' 1 Fee Simple Title Holder Name and Address F OR ADT rj 1 Bonding Company Name and Address , _ ' D Co Lab r . . i Mortgage Lender Name and Address 1 ' . ' ' D B • di ; DATE. -j 2 / Z Application is hereby made to obtain a permit to do the work and installations as indicate. - ^°• - -•• .or I commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construc io V ::.:' `__1 his 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 perio, o s • months at any time after work is commenced. 1 understand that separate permits must be secured for Electrical Plumbing, Signs, Wells, Pools, urnaces, Bo Heaters. Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF . COMMENCEMENT. I hereby certify that I have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local law regulating construction or the performance of construction. Signature of Owner "� Signature of Contractor Print Name 1 3 A- OSLJA Print Name Swor ' • and bs • . • d befo- m9 Sworn to and subscribed before me this ,d2A P . y o [MAC? , 20 /2— this Day of , 20 - to _ • . b is ,,r • :�a�' p S HIRLEY L GRAHAM No Notary Public '„ ,!, " :.:. MY COMMISSION # DD 957760 ..,..• - Q ' $ EXPIRES: February 14, 2014 b�` Bonded Thru Notary Public Underwriters Revised O 1.26.1 O CITY OF ATLANTIC BEACH - 1 7% WNER / BUILDER AFFIDAVIT I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" 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 AN 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 SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE — OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND /OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455 - 228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. 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. V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER - BUILDER PERMIT. ADDRESS PHONE NUMBER 3CX,S0 Os (.1 c�1c PRIN N E ,� n ,�i/` 3- 0._0 )), SIG ATU DATE C! ©da of U / (� 1 ) 20ki the count of Befgre me this Y Duval,' tate of Florida, has personally appeared herin by himself / herself and affirms that all statements and declarations are true and accurate. f / Notary Public at Large, State of / L , County of r t t �� ❑ Personally Known y ' arroduced Identification - L. G RAHA M SHIRLEY 577E201 -. ••:`'': • ": %tip;., te Y CUMM15S10�1 4 DD 9 4 efs Notary Signature: , `�' t FebNarN 14, ' XP1R6S• pvbllcUnder1rtit C ThruNotary BLDG /Oumcr- Euildu Affadavif; REVISED: 4/16/2009 '' €. $fn�'� • ...,..•• - MAP SHOWING BOUNDARY SURVEY OF LOT 8, BLOCK 15, ROYAL PALMS UNIT TWO —A, AS RECORDED IN PLAT BOOK 31, PAGES 1 THROUGH 1 —D, OF THE CURRENT PUBUC RECORDS OF DUVAL COUNTY, FLORIDA, CERTIFIED TO: JASON OSWALD EVERHOME KEITH WATSON TITLE SERVICES, INC OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY LOT 14 LOT 15 BLOCK 15 BLOCK 15 LOT 16 BLOCK 15 111 EASEMENT FCC MANAGE & UTIUTIE5 S 85"3127" E 80.65' (PLAT S 85.28'45• E 80.72' (MEASURED) 7 LOT 8 BLOCK 15 a ll, .8 a PAD S TT 1' 1- 4 d AaD• - - n.s .. ... 'co cri M7 I ONE STORY I nj rn Os -. ..• MASONRY e► R POSTED #771 g j LOT 9 1 BLOCK 15 I LOT 7 a.4 BLOCK 15 M • i. I .7,. 20.0' .i1 E NTR T �t in W ..., -,,..... ,,,,,...„ f ._._.._.. 144 yam' ,.......„...--.1,4. Nh T. 'Y � . � • • — .. _ R E STRICTIION LIME . _ .. _ .. S `f r o I C o z ." 0 in 3 YI ar,s true .. . zeal, tNeAwam) 01-°. s. j•-e.y• N 8518'08" W (MEASURED) cwt N 55'37'27' W $ 8 0 65' (PLAT) CAVALLA ROAD (90' W54T OF WAY) LEGEND : CONCRETE O •• SET 1/2" ROAR STAMPED P91O14L • " FOUND 1/2' mot PPE e10 6EN1PWA11ON (MESS OTHERWISE NOM) 1 - 4'114" CONCnETE MDIRNIENT PC •• NWT OF CURVATURE 115 • POINT OF REVRRTIE CURVATURE A/C + MR Cp 1X14I PT . PONT OF TAMOENCT ' m PONS OF COMPOUND CURVATURE NOTES: 1. BEARINGS ARE BASED ON THE P AT BEARING Of H D4'22'33 E ALONG THE REVISIONS WESTERLY BOUNDARY UNE OF SUBJECT PARCEL. DATE DESCRIPTION 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LE WITHIN FLOOD 20NE ` X ` AS SHOWN 014 hIE NATIONAL FLOOD NSURANCE MAP DATED APRIL 17, 1989, COMMUNITY NUMBER 120075, PAN 541 (11. 0- - 1 1N15 SURVEY REP7•£CTS ALL EA:tit►ENrS & RIGHTS OF WAY AS PER RECORDED PLAT Et/OR 1111.E COMMITMENT IF SUPPLIED. U &EVE OT}E191SE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED SY THE UNDERSIGNED 4: 1NIS SURVEY IS PIOT VALID TATNOUT AN AUTHENTICATED ELECTRONIC SWAMI/RE AND AUTHENTICATED ELECTRONIC SEAL. )O8 # 18151 DATE OF FIELD SURVEY: 9• -2 -2010 SCALE: 1" = 20' 11l♦1♦1.111 Ray Thompson CERTIFICATE � MEP � J eR7e 9Y CERIT' THAT ., MY P.FSPBN91BLE CHARG=E 11111r 111111111 r SURVEYING, Inc. PROFE MINIMUM w ' , �� 4 T ' SET FQa'n. aY THE 11AP.IDA WARD OF t ' .55 511DH _. CHAPTER a1017 -a, FLORIDA MP 1111111111111 I Going t`hs DISTANCE for Yo •ux,easTRATAC ANT � • 1 COMA 'DIATOM. 111111 M I MI E 4613 Philips Highway, Suits 210 - , •A , it i i• Jacksonville, FioT[8a 32207 — iie ■t 1 If Makin (Phone) 9904- 448.5125 .�i° R£f ,15TFRED "4 - M _ /' 1469 STATE OF FLORIDA 1111.1141111111111. 904-448-5178 L ` �� .. •-•,,,'• ... T469 • LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBOMSIONS Keviicn7 PER. MANUFACTURER'S I Details for Concrete Installations 1 04 Plan Update With Detail Update, REQUIREMENTS SIMPSON "LSTA 1 20 GA. STRAP TIE FASTENED WITH GUSSET ANGLE SIMPSON (1 4) - I OD NAILS STRONG TIE HGAM I OKT HDG (7- FASTENERS PER MEMBER) (OR EQUIVALENT) SPACED 4" OC 5/8" DIA.x3" LAG BOLT WITH 2' (4) - 505 WOOD SCREWS 1/4" DIA. WASHER. 3' EMBEDMENT A449 x HOT DIPPED GALVANIZED GALVANIZED OR EQUIVALENT (2) -2x6 PRESSURE 01:;,- - -: - ,•�; , ..• TREATED SKIDS (4) I/4" x 3 -1/4' ANCHOR 110 MPH WIND ZOND- iii,.; = • r•=: "< r ' SIMPSON WEDGE -ALL 5/8" DIA. X 40" GROUND ANCHOR — r o WA253 1 4MG (OR EQUIVALENT) WITH SINGLE 6" HELIX �� �' Err (MODEL #59060) FOR SOIL CLASS 3 I 130 AND 150 MPH WIND ZONE , /,/,/ / f a_ 4" THICK CONCRETE SLAB 5/8' DIA. X 48' GROUND ANCHOR �;' \ ' ' T \ WITH SINGLE 6' HELIX 1' (MODEL #59065) FOR SOIL CLASS 3 ; MIN. 2" OFFSET FROM EDGE (SEE CHART FOR QUANTITY) " /!\ '∎ Details for Masonry Dlock Installations 3/1 6* GALVANIZED CABLE TIE DOWN ENGINEERING PART SIMPSON "LSTA 18" 20 GA. #5 1 556 (OR EQUIVALENT), STRAP TIE FASTENED WITH TIGHTEN TO 500 LBS OF TENSION (2) -2x6 PRESSURE (1 4) -10D NAILS TREATED SKIDS (7 FA5TENER5 PER MEMBER) USE (3) -3/ 1 6" GALVANIZED CLAMP TIE DOWN ENGINEERING PART "f 5/8" DIA.x3" LAG BOLT WITH 2" #53806 (OR EQUIVALENT) , WASHER, 3" EMBEDMENT A449 -‘77—‘,77 ���,I\�� <4.< 1•x8 'x c... < •l� GALVANIZED OR EQUIVALENT I I O MPH WIND ZOND- i �'/\,�� >'/i B�.00K / 2 (' IY4. 1/2" DIA. X 30" GROUND ANCHOR -;L / \, ��� �`, / > 1 10 MPH WIND ZOND- li,' ,, , • WITH SINGLE 4" HELIX '�< .,',...\< t �_,<\ /\!<:. \,t 5/8' DIA. X 40" GROUND ANCHOR V, (MODEL #59055) FOR SOIL CLASS 2 ' IV ' / / WITH SINGLE G" HELIX AA 130 AND 1 50 MPH WIND ZONE - ' \ \ ',. \ /G \. (MODEL #59060) FOR SOIL CLASS 3 7' ^ 1• 5/8" DIA. X 40" GROUND ANCHOR ` 'j ' � , �i\ 130 AND 150 MPH WIND ZONE - I ' 4 x 1 WITH SINGLE 6" HELIX \ f, \\ ; i" 5/8" DIA. X 48" GROUND ANCHOR / %` B — T�ti , ; (MODEL #59060) FOR SOIL CLASS 3 "..:(\'‘.. c 1 / < \ \! WITH SINGLE 6" HELIX I (SEE CHART FOR QUANTITY) ,, (MODEL #59065) FOR SOIL CLASS 3 \i ce i , (SEE CHART FOR QUANTITY) ; \j!- 1 GENE NOTE5 1 1 1 1 1 - - - - - -- 4/3/2008 11:57:04 AM P13 O - n - 3 r 1 11 1 11 m I� il 7 1 i 0) N DX _� N= d , e, v D Ti, m m r— R , - d F P. � -41 Sdi 11 J Zl ' �g� rn '3 I ( A iii D D Ill i j> u "- o 11 '4 i -- * 11 n , X ill › X Irj s 6 _ m A D �'= Ocn N : ~ O r — U N � � � '� � fit ? D Z U' A e , 7 , 10 ': .. 7 <c , 'n 1,-': , ° i 'n 111 0 i it - 4 , 1 pi. ,„,,,,,.;.. a), • N �'� p 4;',c,^\ ' N N JO 2 R 1. ,"9 p '� c.-yo,/ z j J , ' to to wj� _ ' 'n O ' ep -r 6' ti , ? W 10 r i y l� 4i A I R 1 6 2 F i-ilui r xi u�p , b D � 1 g r4 l o, 77A10( 77 u , v m l6666 _ nt r UOOOU6 i n ni tI u g° 6 i # . a 3 1111 � � o o yy iiiiiiI �, ft �a d y h e if c O i I ol AI f C 17 C)-°12.1 § .,r,,,,„,, a§ C il \■ � - I m< --I a Di 3 r I I E r _� N { (-- 1.Ju, City of Atlantic Beach APPLICATION NUMBER I - " Building Department (To be assigned by the Building Department.) _.: 800 Seminole Road v Atlantic Beach, Florida 32233 -5445 /2 - `) `/ 2- Phone (904) 247 -5826 • Fax (904) 247 -5845 J D :111 E -mail: building- dept @coab.us Date routed: -/ / °/� 2 " City web -site: http: //www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 7 7 / C d. V I` /a 4 _' Department review required Ye No (tui in Applicant: � / /1/ f Z Planning & Zoning Tree Administrator Project: % � %e X / Z ublic Wrlss� o lic Utilities - Public Safety Fire Services Review fog ,i�,';: ; ogio Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: t Approved. ❑Denied. (Circle one.) Comments: BUILDIN PLANNING & ZONING Reviewed by: nq t Date: 3 ?-- TREE ADMIN. Second Review: ❑Approved as revised. ❑D ed. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. ['Denied. Comments: Reviewed by: Date: Revised 07/27/10 /v� City of Atlantic Beach APPLICATION NUMBER 4 ` f �� Building Department (To be assigned by the Building Department.) y 800 Seminole Road /2 - `/ t ¢ -0 Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5845 f / r �, / � ,ilj�' E -mail: building- dept @coab.us Date routed: City web -site: http: //www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 77 / 6 4. v i //d--- Department review required Yes No ,BSlilding Applicant: , ) /7, ,C Planning & Zoning Tree Administrator 1 � / ? -= Project: Jll 6 — t i?�tb!!c works' PUblic Utilities Public Safety Fire Services tr e3i R'7] r A`M,,,,.y��77 �:.W Y ff�FggSS F .f -,,,.r ��11 M' _� r .� 5e1'. £.w�3t3� h:��a.i^..... ®� �.f, -, ..� "Y. Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ['Denied. (Circle one.) Comments: BUILDING , , t, ,726 / P ING & ZONI Reviewed by: Date 3 REE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: (Approved as revised. ❑Denied. Comments: Reviewed by: Date: i Revised 07/27/10 ? S� J � City of Atlantic Beach, APPLICATION NUMBER j3 � 0 Building Department / ' ' (To be assigned by the Building Department.) J • `. 800 Seminole Road /2 _ t �r V Atlantic Beach, Florida 32233 -5445 414/? i 0 Phone (904) 247 -5826 • Fax (904) 247 -5845 ?m '�Jrtio E -mail: building- dept @coab.us Date routed: 2 City web - site: http: //www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: / / / L° ok t r d` // 4- - Department review required Yes No Budding Applicant: 4.1 i ) /I, K - , Planning & Zoning �t T ree Administrator Project: J b / U X / 2 t Public Works-' Public Utilities Public Safety Fire Services i 3rT ii ?"r r asp Nai a M 'P Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING l� Reviewed by: Date. • 7 / //Z. TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 I-41- 1.4.11 --, City of Atlantic Beach 1 4 .f APPLICATION NUMBER Building Department r� (To be assigned by the Building Department.) 1, k . 800 Seminole Road ivi4 2 . I.) , r 1 J 7 Ll Atlantic Beach, Florida 32233-5445 j Phone (904) 247 -5826 • Fax (904) 247 -5845 ZQ�2 1 �, A ;���? E-mail: building-dept@coab.us Date routed: _, City web - site: http: //www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 71/ / i/ 6 ` // oL- Department review required Yes No c_B_Ad.ijding Applicant: c1 ) A, r K ' Planning & Zoning Tree Administrator Project: l b / / / 2-- ( Public Works Public Utilities Public Safety Fire Services a ' R' •9` '��, a. d' °F� i�'" �:'7 ""?'N- + v��d 'sia a �' k' +rao- a Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ['Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: , 7'Z� /Z-- TREE ADMIN. Second Review Approved as revised. ❑Denied. P , :'�• - . Comments: • 0B IC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. Comments: Reviewed by: Date: i Revised 07/27/10 J--\--9 PER D e tails f MANUFACTURER'S i Ke'"" °"'' for Concrete Installations I 04/01/2009 !Plan Update With Detail Update REQUIREMENTS SIMPSON "LSTA 1 8" 20 GA. GUSSET ANGLE SIMPSON STRAP TIE FASTENED WITH STRONG TIE HGAM I OKT HDG (1 4) - I OD NAILS (OR EQUIVALENT) SPACED 4" OC (7- FASTENERS PER MEMBER) 5/8' DIA.x3" LAG BOLT WITH 2" (4) -5D5 WOOD SCREWS 1/4" DIA. WASHER, 3" EMBEDMENT A449 x2..6" HOT DIPPED GALVANIZED GALVANIZED OR EQUIVALENT (2) -2x6 PRESSURE TREATED SKIDS (4) 1/4" x 3-1/4" ANCHOR 110 MPH WIND 20ND- .W /�� �-. < y''' r% SIMPSON WEDGE-ALL 5/8" DIA. X 40" GROUND ANCHOR T V r , WA253 14MG (OR EQUIVALENT) WITH SINGLE 6" HEUX NV (MODEL #59060) FOR SOIL CLASS 3 ' ' , 4" THICK CONCRETE SLAB 1 30 AND 1 50 MPH WIND ZONE - ,I• , • -r 74 5/8" DIA. X 48' GROUND ANCHOR \ ' l `: '. �/ .' � WITH SINGLE 6' HELIX 1 \/, (MODEL #59065) FOR SOIL CLASS 3 MIN. 2" OFFSET FROM EDGE (SEE CHART FOR QUANTITY) ' : I��''`` Details for Masonry DIock Installations 3/ 16" GALVANIZED CABLE TIE DOWN ENGINEERING PART #5 1 556 (OR EQUIVALENT), SIMPSON "LSTA 18" 20 GA. TIGHTEN TO 500 WS OF TENSION STRAP TIE FASTENED WITH (2) -2x6 PRESSURE (1 4) -10D NAILS TREATED SKIDS (7- FASTENERS PER MEMBER) USE (3)-3/16" GALVANIZED CLAMP TIE DOWN ENGINEERING PART '�1 5/8" DIA.x3" LAG BOLT WITH 2" #53806 (OR EQUIVALENT) � -q —"rJ WASHER, 3" EMBEDMENT A449 I \ /\\ 4 'x8 "x 16"1 GALVANIZED OR EQUIVALENT 110 MPH WIND ZOND- \ ; i /2,-< / ' 61OCK i /' / 11 1/2" DIA. X 30" GROUND ANCHOR \/ '`y \'` / ` ,\! \� / \ /`� ./� / /�•\ : 1 IO MPH WIND ZOND- I WITH SINGLE 4" HELIX \ \, , ,i \''.&-` � ,� �!,\ \F� 5/8" DIA. X 40" GROUND ANCHOR riA (MODEL #59055) FOR SOIL CLASS 2 /\/ 1 % / >/ s/ WITH SINGLE 6" HELIX AA 130 AND 1 50 MPH WIND ZONE - ,'>\\ \ I \\ (MODEL #59060) FOR SOIL CLASS 3 5/8" DIA. X 40" GROUND ANCHOR r \ , i �' < " ..5`:.::.:e I f 4'x OC C K 6a .� \�i \ 130 AND \ \� ;�j /< 150 MPH WIND ZONE - \ BL > 5/8' DIA. X 48" GROUND ANCHOR y� `; WITH SINGLE 6" HELIX y, (MODEL #59060) FOR SOIL CLASS 3 / \\ \ \! ' / T� , (5EE CHART FOR QUANTITY) �', /`/ ' WITH SINGLE 6" S 11 ,,, (MODEL #59065) FOR SOIL CLASS 3 3 . GENERAL NOTES (SEE CHART FOR QUANTITY) \,; . .• 1. DESIGN FOR MIN 2,500 P51 CONCRETE 2. ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3, 1 50 lbs. AND ULTIMATE LOAD OF 4,725 Ibs.; ANCHOR5 MUST BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS. ANY BENDING OR DAMAGE CAUSED UPON INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED. ANCHOR CHART 3. CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELF WITH EXISTING CONDITIONS. CONTRACTOR 5 RESPONSIBLE FOR MEETING SOIL KOCK HO MPH 150 MI11 Iy0 trail CLASSIFICATION FOR SIZING HELICAL ANCHORS. 131.11711.16 4"ncrlC) i ;x.A- * r4 , • '2' \' -X; 4. ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 1 2" OF WPM LErlrrn ( MAX) 7tOC,4 xxx < N 10 enctt vx ■ CORNER b 10 �' - b" 9 _ 2 5. • ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES b 1 = 7' - b" 4 2 _ _ 0 - 9 2 2 Q 10 q 7 2 2 APART FROM EACH OTHER. 6 " 2 7' - 6" � 6 THE ANCHOR MUST BE IN THE SITE SOIL CLASS IN WHICH THE LOAD 0 12 7•'6" 6 7 2 REQUIREMENTS WERE SET. 8 19 7' - 6" 8 2 5 5 5 7. USE TIE -DOWN ENGINEERING (OR COMPARABLE) I/2' X 30" GROUND ANCHOR © 16 7' - b" 0 2 5 5 5 WITH SINGLE 4" HELIX OR 5/8" DIA. X 40" GROUND ANCHOR WITH SINGLE 6" HELIX 10 10 7' -0" 4 2 2 2 2 8. TESTED SOIL CAPACITY FOR TIE DOWN 1/2" X 30' ANCHOR = 500 FT . LB: 10 17 7' -0" 6 2 _ _ 2 9. TESTED SOIL CAPACITY FOR TIE DOWN 5/8" X 40" ANCHOR = 375 FT. W 10 14 i' O" 6 5 5 5 1 0. INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED 10 16 _ 5 5 7 0 10 20 7' -0" 0 7 5 5 5 BY TIE DOWN ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND Io 29 7• - o" 10 _ 4 1 q SITE SPECIFIC SOIL CONDITIONS 10 50 7' - 0" 1 2 ,- I I . MAXIMUM STRUCTURE HEIGHT 15 1 2 FEET 17 IT b' - o" o 12. ANCHORS ARE FOR SPECIFIED SOIL CLASSES NEEDED 1 14 6'-b" 6 7 5 5 5 DESIGN PARAMETERS 17 l6 b'-6" 6 _ 5 5 17 70 6' -b" © 5 5 7 I . WIND DESIGN PER ASCE 7 -02 12 24 b' - 6" 10 2 4 4 9 2. DESIGN WIND SPEED -1 I OMPH - 130MPH -1 50 MPH 12 50 6' - 8" 12 _ 3. WIND EXPOSURE CATEGORY: C 12 5o 6' -6" w _ 6 6 4. WIND IMPORTANCE FACTOR: 1.0 I < 90 e' - to 7 5. ENCLOSURE CLASSIFICATION: ENCLOSED 17 94 b' - 6" to 2 12 50 6' - 6 " 10 2 U 13 - 6. DESIGN MEETS INTERNATIONAL BUILDING CODE 2006 4 FLORIDA BUILDING CODE 14 14 6' 6" 12 4 5 5 , 2007 4 2009 SUPPPLEMENTS TO FLORIDA BUILDING CODE 2007 14 la 6' -b" 12 4 5 5 3 . SOIL CLASS DESCRIPTIONS: 14 20 6' - b" lb 4 5 5 9 19 24 b'-b" 20 4 4 9 SOIL CLASS 2 - VERY DENSE OR CEMENTED SANDS, COARSE GRAVEL, 14 50 6'-6" 24 9 5 5 6 COBBIES, PRELOADED SILTS, CLAYS AND COARL. A TEST PROBE TORQUE VALUE OF w 56 6' 6" 20 q b 6 G 550+Ibs -m 14 90 6' -6• 57 4 7 - 7 7 SOIL CLASS 3 - MEDIUM DENSE COARSE SANDS SANDY GRAVELS VERY 5TIFF SILTS 14 99 b b 4 7 75 19 50 b'-o" 56 4 © 8 8 AND CLAYS. A TEST PROBE TORQUE VALUE OF 350- 5501bs -In DESIGN FOR: HANDI HOUSE MANUFACTURING CO. P.O. BOX 830 '••` ` i c,WGIAt�-,Rnpn !IC, anen 1 aili��r�•i � �. �. TT 111 PV A cen a +AC Trio f 4/3/2008 11:57:08 AM ..--.. , g Ai _i _ _ # V W N N Q . 5 . Q` N A U 1 N - Q d O ,1 6- 1P 7g,-* N /1 • TSa a - SO�6 m <r ;�- - c k F ,- PRPV— � mrnN m r�i�?r� ]? 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