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1565 Francis Ave ACC23-0009 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP: MCINTYRE TWALITA 1565 FRANCIS AVE ATLANTIC BEACH FL 32233-4307 COMPANY:ADDRESS:CITY:STATE:ZIP: TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172285 0020 ED SMITH S/D JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1565 FRANCIS AVE ACCESSORY SINGLE OR TWO FAMILY ACCESSORY 6 x 12 UTILITY SHED $2100.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. 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. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 5/24/2023 PERMIT NUMBER ACC23-0009 ISSUED: 5/24/2023 EXPIRES: 11/20/2023 ACCESSORY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $65.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $32.50 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $226.50 3 PUBLIC WORKS DUMPSTERS/ROLL-OFF CONTAINERS INFORMATIONAL Notes: Dumpsters and roll-off containers must be used in compliance with Section 16-8 and must comply with all standards, per City code. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 5 PUBLIC WORKS GRASS INFORMATIONAL Notes: Full site to be grassed. 6 PUBLIC WORKS REVISION INFORMATIONAL Notes: Any plan change must be submitted as a Revision to the Building Department. 7 PUBLIC WORKS DEBRIS REMOVED INFORMATIONAL Notes: All construction debris must be removed from job site by Owner. 8 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Owner. 9 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL Notes: No additional work allowed or approved with this permit application. Approved with Conditions for shed only. 2 of 2Issued Date: 5/24/2023 PERMIT NUMBER ACC23-0009 ISSUED: 5/24/2023 EXPIRES: 11/20/2023 ACCESSORY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION 6 x 12 UTILITY SHED 1565 FRANCIS AVE MCINTYRE TWALITA ACC23-0009 1 1,-, Building Permit Application Updated 10/9/ 18 City of Atlantic Beach Building Department ALL INFORMATION v 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY vit 9' IS REQUIRED. Phone: (904) t'(1 247-5826^ Vj Email: Building-Dept@coab.us Job Address: `6. 5 f C NS e. Permit Number: ACC ZS — 000(11 Legal Description Ed n- S 0 5 rJ o' Loi-3 iI k `RE# I1 2 - 0j)-LJ Valuation of Work(Replacement Cost)$ a1.00 too Heated/Cooled SF Non-Heated/Cooled Class of Work: New Addition Alteration Repair Move Demo Pool Window/Door Use of existing/proposed structure(s): Commercial Residential If an existing structure, is a fire sprinkler system installed?: Yes No Will tree(s) be removed in association with proposed project? Yes(must submit separate Tree Removal Permit) No Describe in detail the type of work to be performed: Florida Product Approval# for multiple products use product approval form Property Owner Information Nam oi\ k ci tai ` ('t Address l- S hi C(\S 0en\I C--- City IS L1C._AS State 1-1 Zip3,-)Q-3 Phone CAtA-q1p q- vj; 11 E-Mail\try LCA rocu - % C O') Owner or Agent(If Agent, Power of Attorney or Agen y Letter Required) Contractor Information n// 1' Ors 'k ``( r Name of Company VCfi--f-14l ar J `" QualifyingAgent(4 l Address i/00 V City State rL Zip - Z-2j4- Office Phone 4/4/ Job Site Co tart Number/ State Certification/Registration# E-MailldJ 41scAV";11('(/r744,1 Cc-,l Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Insurer OR Exempt 0 Expiration Date Application is hereby made to obtain a permit to do a work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit an at all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand t t a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS,FURNACES, BOILERS, HEATER ,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions pplicable to this property that may be found in the public records of this county,and there may be additional permits required om other governmental entities such as water management districts,state agencies,or federal agencies. 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. 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 RECO DING O OT,cE OF, •MMENCEMENT. Alli - __ Signa*of Owner or A1.11•"1°F 1 Signature of Contrac • igned an,• sworn to(or a irm-d)before me t e isZ da of Signed and sworn to(or affirmed) • ore me this day of 1 i,.::" 0. w`yr fes_ by ii,;1; c.%;;,;;:,: TONI GINDLESPERGE' MY COMMISSION#GG na O %.: o i Signature of Notary) i—.A.?o EXPIRES:October 6, 410PBondedThruNotaryPublicUnderwritersbyF`-"I'''* ersona ly Known OR Personally Known ,R I Produced Identification°\ t I Produced Identif ation Type of Identification: Type of Identification:- Owner Builder Affidavit ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 11,•••••• j' 800 Seminole Rd, Atlantic Beach, FL 32233 aPhone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: AC -23^ ~0 1 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. CONTACT THE BUILDING DEPARTMENT (904- 247-5826 OR BUILDING-DEPT@COAB.US) IF IN DOUBT. V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTSnFOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. Job Address: I \pG rr>0 i -i CQ 1\ C-GC r\ .FL T3 , 1 y n Owner Name: fl Vc 1 c\ Phone Number:1 -` .Q 1- 3q 11 Mailing Address: .ri\'e_ City:State: Zip: Notarized Signature of Owner 1-1.-Q__a_Q 1%....- The regoing ins rument was acknowledged before me thiTip- day of 20, the State of Florida, County of II Signature of Notary Public__ i Personally Known OR [ ] Produced Identification j Type of Identification: i L_. ity. ;.; TONI GINDLESPERGER Updated 10/24/18f! :,= MY COMMISSION#GG 353178 a:` EXPIRES:October 6,2023eO,F`O Bonded Thru Notary Public Underwriters a Ai E _TOP LINE ENGINEERING, LLC STRUCTURAL ENGINEERS December 23, 2020 Mr. Thomas Campbell Florida Department of Business and Professional Regulation 2601 Blair Stone Road, Building C Tallahassee, Florida 32399-6563 RE: Plan Approval Nandi House Manufacturing Plan # HH-WTA-170D-20 Dear Mr. Campbell, Pursuant to the requirements of the Department of Business & Professional Regulation, the above referenced documents have been reviewed for compliance with: 2020 Florida Building Code, 7th Edition 2017 National Electrical Code (NFPA-70) Florida Product Approval Rule 61G20-3.006 (FAC) All mandatory comments have been satisfied and plans are approved for construction by a currently approved modular building manufacturer. These documents were reviewed for only what is to be constructed in the factory. Any work performed at the site, such as the foundation, is under the authority and jurisdiction of the local Building Official. Third Party Agency approval in no way alleviates the builder/manufacturer from complying with all the applicable codes, which may or may not be identified in this review. Approval also does not preclude the local building official from requiring work be performed that was not previously reviewed, approved, and constructed under the State of Florida's Manufactured (Modular) Building Program to make the building, code compliant, for the intended use. A signed and sealed set of plans are maintained on file with Top Line Engineering, LLC. If you require my assistance in any way, please do not hesitate to contact me. Thank you. Respectfully, 9 11/1( e;r44-- Oilliam E. NearY, 1L( Business Partner Top Line Engineering, LLC BILL.TLE ,yahoo.com Please note: Any questions regarding local permitting should be directed to the Manufacturer. The Manufacturer's contact information can be found in the title block of the plans. 10649 Oakview Pointe Terrace• Gotha • FL 34734• Phone (407) 421-4037 • Projects.TLE@yahoo.com FL Certificate of Authorization 31785 Nandi-Horses'- 50'-0"50'-0" MAXIMUM BUILCING LENGTH - 36'-0" MAX FOR VAULTED ROOF EI4F':SRA.= I I I I SINANSBORO.DA S0,01 g ass PHONE NUMBER: vALRTm EO iBCOi 722-'J36 I RSLOPEROPE 0 1 II EC DDE nIIORHA rnr: o FSE i a« I„"... W MW rY EA I I I H- STANDMO I 11 e.'ACVIL`vP[ F-, Jay„( J SLOPE I I c^.:NYP.=+a.T«ORE f I C 1 I I WE TO.EC•ON WN- CO I I I I I F.SYFPMSSON STEM w 11 L2x BLO K NG TO MATT 11 JOIST SIZE AND wvW'P--"°NYraE.or sr,.E. v e P. I V. S ANDARD RIDGE GRADE SP tE-C 42" 0. MAX., & 12' O.C. I woveoIIIIIMAXAl 'LAVE & RIDGE.!W MINIMUM C oc'0''"` I! NPOOF FRAMINp ® I SECTIONS MOF 2x BLOCK. IS REQUIRED FOR HIM,=RESSW Corr/KIM •.-..I. __ _ Cir ID I I I I I 24" 0.0. M1.44. IJ,W1 SPANS AB E '1'6" -1l IL.PCe•WCE FA;:0•1 mrr AJ i I r.E.P La CI:rf,I'D ;III naen L. r o V.POINT .e r. ..ROOF n rI' I I I FLOOR L.Emu I Ii iI MX;, c,'E,. AnsLi. I J N. L w EE.,i I I i ji II 4U E 00 LE REVSIONS REV DESCRIPTON re 31' i t I II I ii I I I\ ROOF RAFTERS ARE IN-LINE I-,T. WALL STUDS ROOF SHEATuq.G OPTIONS: ROOF FRAMING PLAN FOR CONTINUOUS LOAD TRANSFER PATH I - BOX RIB A_Ub1MINUGENERAL NOTES FOUNDATION PLANSNS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY 29 GAUGE STEEL AG PANEL SECURED WITH MIN. IRAFTER SI=!NG LOCALJURISDICTION. 2.BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ONLYCON1.25" SCREW jf/z" HEAD OR WASHER ® 8" O.C. 3.THIS BUILDING IS EXEMPT FROM THE FECC PER SECTIONS R101.4.2.4.R402,1. L - STANDING SEAM STEEL STANDARD FITC4 4.REFER TO TIE DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET ASPHALT S IGLES WIDTH RAFTER SIZECODE.5.ALL LUMBER FOR CONSTRUCTION WILL BE/2 SEP EXCEPT AS NOTED. i 6.GUTTERS SHALL BE SITE INSTALLED PER THE LOCAL AUTHORITY HAVING TTar-TarNI'rJJ(jIT.ING.'''C ' 6'-0" TO 11 -D" 2 -5 P 2"k4' JURISDICTION AND PERMITTING REQUIREMENTS.Li:- .,. ,.'tI I'«" IJ' 7,ALL WINDOWS AND DOORS 70 MEET THE MINIMUM SPECIFICATIONS PER THE M Q William E.Near'',III 1 13'- 4 D APPROVED PLANS AND THE FLORIDA BUILDING CODE.Z a°'"'A'. MTB 2-0" TO 8" S.'.. 2"x6" a.IN ACCORDANCE WITH FBC 1609.1.2.'STORAGE SHEDS THAT ARE NOT DESIGNED 0) Anr.12-9-2c FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 720 SQUARE FEETSMP-51.5M1-79,ICC 6tY`.EJQQ FOR PITCH OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE I sr.lr. VS 00649 Oaleries:Paine Terrace I -- - -- I DEBRIS IMPACT STANDARDS OF THIS CODE'.I < MAM HH-MA-1700 00t1,4,FIcriPA 34734 I WIDTH RAFTER SIZE 9.IN ACCORDANCE WITH FRC 1010,1.1.EXCEPTION(10.)BUILDINGS THAT ARE 400 SO-FT OR LESS AND THAT ARE INTENDED FOR USE IN CONJUNCTION WITH ONE- z Shill,// AND TWO-FAMILY RESIDENCES ARE NOT SUBJECT TO THE DOOR HEIGHT AND 6'-O" TO 8'- 0" #2 S Y.P 2"x4" WIDTH REQUIREMENTS OF THIS CODE.STRUCTURES 400 SO-FT OR MORE SHALL 0 .,\' ,W T 844/, HAVE AN 80' MINIMUM DOOR. 0 `n. ,`\X,,.•-• ""•••.,,4 // MAXIMUM DESIGN PRESSURES 8'-1' TO 13'-8" #2 S.VP 2"x6' 10. IN ACCORDANCE WITH FLORIDA STATUTE 55180(1)D,LAWN STORAGE I- \ r' 10EN5N."...*„.:...... BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA OF APPROVAL OF THE L F V j 170mph BASIC WIND SPEED I DEPARTMENT ARE NOT SUBJECT TO 553.842(FLORIDA PRODUCT APPROVALS)BUT C ` sr xi SHALL MEET THE DESIGN WIND LOAD REQUIREMENTS OF THE 2020 FBC 7TH 0 t NO.1-= 1 2n ' 2r 2e 3r 3e 4 5 P} g ED, EDITION. 0 _64608 `} ZONE HVHZ APPR TLE, , 11, FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL 21.$ +31.9 +17.4 +17.4 +31.9 +31.9 +31.9 +3$.2 V`6M STUDS,TRUSSES,CHORDS,ETC,TO HELP SECURE THESE MEMBERS,PROVIDED 8_*;E THAT THE ADDED BEND DOES NOT INTERFERE WITH ANY OF THE EXISTING 48.2-115.2-62.6 -24.7-136.9-115.2 -35.5 -48.4 BREAKS/BENDS IN THE STRAP. I 1.'O 0== 12, AS PER FBC SECTION 1626.1 EXCEPTION(F):STORAGE SHEDS THAT E NOT 1J; STATEAR 1(u` DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF LESS THAN I- At.0'•. F kY.- 720 SQUARE FEET OR LESS ARE NOT REOUIRED TO COMPLY WITH THE Q //'n'N., `0 R I D P' •.-- \\ Please note:Any questions legarchng local perm!ling,noula be auecred to the Manufacture. MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE. O //F .. G \\ The Manufacturer's eon!oCP1PFOrmation can be Mound fn the h31e block of The pans 13. SHED LEOMCASTEDUINOING ARE IN FLOOD HAZARDMPLIASCE WITH THESiCONPLYDWITH FBCM7TH EDMON.E LOCAL 440;;N:A 1- . \ FLOOD ZONE REGULATIONS. g t\%% APPROVED FOR HVHZ USE 15. IF A WALL IS FRAMED FOR FUTURE HVAC UNITS THAT WILL BE APPROVED BY THE AHJ ANO LOCAL REOUIREMENTS FOR PERMITTING. 16. WINDOWS AND DOORS INSTALLED BY THE CUSTOMER ARE REOUIRED TO HAVE FIM°III'er T.ROler.n P.E.Q r,,,,,,.Lice"se/64E08FOC1626.1 EXCEPTION:F.STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF APPROVAL OF THE LOCAL AHJ AND LOCAL PERMITTING REQUIREMENTS.720 SQUARE FEET(87 1.12)OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE. 17. HVHZ COMPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER B Q Snee1: FBPR- OF 9MANUFACTURERSINSTRUCTIONS. U d' 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN 4 HH-WTA 700-20 ' HVHZ APPROVE[ Saadi-Houses WALL SHEATHING OPTIONS: NOTE: WALL FRAMING MEMBERS AREBOXRIBALUMINUM CONTINUOUS FROM FOUNDATION SILL TO P.e.eax 83o TWIN RIB ALUMINUM snA.NSBono,C>m.o, DUTCH LAPSIDING ALUMINUM ROOF AND SECURED TO ENSURE A y C` PNCNE NUMBER' CUTCH LAPSIDING STEEL SIDING CONTINUOUS LOAD PATH SECURED WITH BOO; 722-6436 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION)SECURED WITH 1.5" WIDE 20 GAUGE STRAP WITH (4) 1 . .. ' MIN. #10x1.25" SCREW W/2" HEAD OR WASHER 8" O.C. 0.131 x2.25" NAILS EACH END, MINIMUM 4CODE INEORI:AT,OIJ i" T-111 WOOD SIDING COM ARMSWOOF/C/. monO.-Quat HARDIE PANEL STUCCO AND T-111 SIDING r. HARDIE BOARD SIDING CONSMCOON^PC f POLYCCAFBONATE GREENHOUSE PANELS xa TOP PLATEFFtE SUPPRESS.: bw END WALL 1" CEDAR SIDING CO:..k' n os :E I I I TFOFk REsE vnano .r au i cFLOOR u 0.0.[ u, FF oc:Rs wv:rlou I R .:u FLOOR LIFE LOFC Y RCM,n/45.ROOK,RO, '• d3 i i I I I YOt,ff SR dFu?NO iI NVRRC.NL RRO{EC.JNEYOL i IURRK.N[r.rz SOu•E MUSE no tan puff RE'Ji6H'iN6 R V OESCRIFTpN nTE E,' i I I I 1x4 BELT—RAIL NOTCHED 41111 INTO WALL STUDS 1 ii II i END WALL iII 1 / 2x4 SOLE PLATE Own.h. 2x4 STUDS ©!1 iI i ow.1i M9a:0 24" O.C. MAX. I I FLOOR FRAMING WS NH_LnA—,700 1 T T i1. I 50'-0" MAXIMUM BUILDING LENGTH — 36'-0" MAX FOR VAULTED ROOF E' I t 64608 12 William E.Newry,.Il D =*;1*74 STANDARD WALL DETAIL P''S1,4''9'"''as°°° 7 'n30aAndw Pointe Te:,:iu STATE !4 GJ J ',S1ONAL,-000. 0PR 3 Matthew T.Baldwin P.E. W alda:Icen!._j6.608 E,'''o SN..[: FSPR-2 OF 9 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN 4 HH- ITA-170D-20"'HVHZ APPROVED ROOF PANELS FASTENED ROOF PANELS FASTENED HflAdi-Houses WITH.25"-14a.75"HWS WITS.25•-14a.75'HWH TRA%X/1 AT 6"O.C. TRA%X/1 AT 0'C.C. w6 SWAINSBORO,GA 30401 I n, 1. a_ PHONE NUMBER: I BLOCKINE) 1_ I/ \ 800) 722-6435 O.C.MA aT 12DGA. 1,15"BRACING STRAPS Otia\ plir° INTERIOR JR EXTERIOR AI ENO I I• .x. E WALL(ONLY). E FASTEN WITH I BODE INPORMAT:ONilI WALL ONLY). GUN NAIL, JR CMS vERsaR Ba1.25'SCREWS AT EACH MC.VANurAc*uRFR mr N.R•r•Aanm NILE ATTACH WALL SECTIONS WITH ors+aCcTu:+1wE 15x3 ler:g;REW'9 Z 19 Fac=.aerEcv: ATTACH WALL SECTIONS WITH 0- 6 e.c.MAx. rt SUPRRESSEa MTY iI N.14 I I 5/16'3'u0 SCREWS s Ie' R<r0.C. MAX. a:a IN I1' Wo BELT-RAIL NOTCHED F ta{SElT-RAIL NC*Cr•ED "=`°`'!' e-E a'V-.E.°cE STONES INTJ'!/ALI_STUDS NTO`HALL STUDS ease AI.sxm n,.•, II I1 0 I TLE 1 R 1 I I ROCS" DTAMSMPRESSURE nEEKEN ire ALI OAR _ 2 TUDS 11 I Liia 1 1 ROC(NE LOAD m, O.C.LUx..j N I F-].SMI 73, ,I:L.rZ_C 10All I I r aR PEACE: a=o cs LC AC I I 1. 3 03 C ::.'..'s.eI II Y I1 ' ARE aru M i_ r CiDti ..., .5=7D4 i' rw.:Cr WALLS.MOON vpr+ NOav_Ea AER NNW. 1.i M1lRIY,CNi PROTEC.1'JN USAaE ao ALL DPFNIEIG-')R<17, A.'S PRF RwRwu:E s„1+P uvAR VARIES.15'-O'MAX. TO BE FRAMED DAMP AF-O THD<,F VARIES.3E'-U"MAX. I s0000A TWUAA le EAfl a E.se SHOWN HFOF FOR'NF REV'$K)NS SIDE WALL/END WALL FRAMING OPTION SIDE WALL/END WALL FRAMING OPTION RE DESCPIP°"JAE Y ROTE:WALL FRAM'NG MEMBERS ARE CONTINUOUS FRCS FOUNDATION SILL TO ROOF PANELS FASTENED ROOF ANC SECURED TO ENSURE A ROOF PANELS FASTENED WITH.15"-14x.75"HWH CONTINUOUS LOAD PATH SECURED KITH WITH 25`-14a.75 HWH TRA%%/1 AT a O.C. 1.5"WIDE 20 GAUGE STRAP WITH(4) TqA%X/1 AT 0'O.C. O.I71x2.15`IIULS EACH END,MINIMUM s-' r'Ariti 20 A• 1.25"BRACING STRAPS ON II INTERIOR.OR EXTERIOR]=END I I I I 1 WALL(ONLY). FASTEN WITH I 2)-D,131'x2.25'GUN RAILS OR M6x2._5'SCREWS AT EACH STUD! I a,e.n ar. MTBIIjVere:11-9-20 ATTACH WALL SECTION$WITH B'-C'MAX. 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MAXI A PEVISpNS I II vEJ Or_5('RIPtOk DATE _Pr J(71E VARIES, 30•-0" MAX. VARIES, 6--0"TO 1Y-8' TYPICAL FRAME SECTION 1_1__1_ 1____1.11._._ TYPICAL END WALL FRAMING 1111, StEA, TC:PIIVr a:l..;,\C'41V4._L:( W18ivm E.":e3ry,iii 1 SMP•51,St,AI.75,ICC 5385040 SEE ROOF FRAMING 1C64507,PvgnV Pmnte Terrace SCHEDULE FOR RPAFTERCING AND/\ --— _—__ 1_ 1_1_1._._ SIMPSON HTS 16 (ORBRACINGSPACINGGUU!d,F1or:.i.l'3473- EQUAL) AND (1)16" METAL MTS STRAP AT EACH RAFTER Fla..12-4-2X NTS I•,_ I• tat 1111-WiA-1700I ATTACH ROOF FRAMING4. t I ii A IIIIIIIIII/// TO TOP PLATE OF T. &, 4,/,,, moi' ATTACH ROOF FRAMING i WALL FRAMING j .OM a \.0'....----~-•(O•. X11 I e —TO TOP PLATE OF I y I A,/ oaNse *. K1 ! WALL FRAMING L I' k': iIZZ1 (1)18" 20 GAUGE METAL STRAP ATTACH TOP PLATE TO STUDS 4!i 1)I8" 20 GAUGE METAL STRAP AT EACH RAFTER SECURED WITH 1 W/(2) 0.131"x3.25' NAILS. ATTACH I644608 Z= 4) 0.13122.25" NAILS EACH `s TOP PLATE TO RAFTER W x3" LAG r E* 1 * AT EACH RAFTER SECURED WITH MAX.1H )Z 4) 0.131x2.25" NAILS EACH END, MIN. (OPTIONAL ADDITIONAL I SCREWS 2 18"O.C. MI D i 2o4 STUDS SPACED—/ END, MIN. (OPTIONAL ADDITIONAL SIMPSON HTS 16 (OP. EQUAL) r 1 STATE AT 24"O.0 MAX. SIMPSON HTS 16 (OR EQUAL) 1 p+.,. QF 7.OR SIMPSON H3 AND (1) HB 7 I- As •. Fq 0 R I D /,4•\\ OR EQUALS) AT EACH STUD 2x4 STUDS SPACED i AT 24"O.0 MAX. 1 /'',....................... 0/ N 11\ 1"...\\ y Itat/nxw TBnMx'n P.E.i a License OVERHANG OPTION DETAILS Z -. FBP R-4 OF s 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN# HH-`VTA-170D-20"*HVHZ APPROVED Nandi-Houses- SKID RUNNER SPACING* aYr •. SKID RUNNER SPACING" uE':F'"= UNDER 30' LENGTH I wi:ram Nem,JI 30' LENGTH AND GREATER a_ 10 t o 7! me Tavflu I SHED WIDTH A I B i. SWA000) Gx^ 3i. SHED WIDTH A B u . 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REV510N$ 2x4 WAL_ STUDS RE,/ DESCRIPTON DATE 3Y SIMPSON H-3 Q$ 20GA. STRAP SOLE PLATE SECURED WITH (4) 0.131x2.25" NAILS AT WITH 0"x4" LAG EACH END (OR EQUAL)SCREWS 018"O.C. O. Alp. i FLOOR SHEATHING II FLOOR JOIST M 1.5 F 6 S SENCO K28 (OR EQUAL) NAILS. TWO I i'MTa 11141111.ROWS 1.5" FROM THE EDGE, ® 12" I 3-9-'D O.C., STAGGER ROWS 6". i seRY. nAY.RYY: HH-WTA-170D II / 3"x6" SPLICE PLATE FASTENED WITH 1 2z4 BLOCKING BETWEEN SKIDS 2x BLOCKING BETWEEN SKIDS ni 11111// j EA(5CH SIDE K28 (OR EQUAL) NAILS UNDER SECURED WTHaLE( 3)E0.D12 0x3T BOTH( 3)J0.120- x3ENALSD TO END 0112JCC. F.w T.:,,84 0., NAILS 012'O.C. STAGGERED EACH SIDE STAGGERED i.••'..... NS•``C0 0i 1.0 2) 2"x6) 7 P.T. SKID WALL TO FLOOR 3 =° 640608 ; 2 SPLICE/SECURING I CONNECTION DETAIL STATE f i 0 e• O R I O P `` n Mote's.1.Rapala P.C. Florida Lica64608 t i s FBPR-6 OF 9 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN HH-WTA 70D-20.. 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(SEE SHEET 5) I-'•"J i:0 SHEATHING AS PER 4 SL' MANUFACTURERS INSTRUCTIONS 0.0.-II 1212"x4"ti '2"x4" '21 "x6" OR 4,, ., HYDROVENT DETAIL I I I I IOPTIONAL) I` I III Oft.ET: MTB SIDE WALL HEADER SCHEDULE (170D)i. i END WALL HEADER SCHEDULE (170D)IR(III i 2G BUILDING WIDTH I snN. NTS SIZEId.g) UP TO IA'WIDE FASTENERS W/0 STRAP SIZEIdI MAY.SPAN NJIHI FASTENERS W/0 STRAP D.P.0- HH-WTA-E70D EACH ENO EACH END I T_2ta9R wx.- S AN ru00bl Da-.uul-OILS 1-2Y' 6•- a• 0 3-n0.13 I.NAILS I c„IAL 1. 6,,'' i 2-2•aa• 6•-D• I 6-Q•aoaeI.NAILS 2-r.a• r-D• 0 6-raur wa6 I 00" CENSE '•'.O'e 6.._ NUA. RSER OP JACK STUDSUESMEFORn0.2 WIDERED TOSUPPORTEACH ENO. PINE RR I6.NIJRUUNURSER Or ACK STUDS FOR O.2 GRADE SPRUCE PINE no REW D TO SUPPORT EACHLO R' 4/ Q C.IF OVER SPAN AND NO STRAPS ARE USED READER DUST RUN TO NEM STUD IO. K OVER D•SPAN ALD NOSTRAPS ARE USED HEADER DUST INN TO HEIR STUD NO—STRAP' HEADER DETAIL 4/ N0.i s D. THE OP..I'PLYWOOD OR OSS FILLER 6 NOT STRunuRAL AND ONLY FOR AESTHETICS OVAL{'PLYACOD OR OSS FILLER IS NOT STRunUR4 MO ONLY FOR AESTHETICS 646y06 E. SEE"GOER DETAILS FOR ALTERNATE LAYOUTS.I...2-2'.a•OP a•.I E. SEE HEADER OFTAILS FOR ALTERNATE LAYOUTS.:...2-2,H1 OR a'.a• E Rr. HrEAR OTHEITAASE poARoowx oEPp LL. mAT HAVE MORE rH.N SOX COMBINES nu°WALL AewT AND BELOW. owSEEDN FOR WIDOW orEwHcs Awl waE Da+E TH.n SOX cOUNNEs suo wAu A6rn.E AND BELOW. MAX. 8' SPANDooRHEADERSCHEMA., 0' THE NTHE EMERDCAN E STAACHED TED.SEE HEDER DETAILS r2THE TOP BUTE 1e nwsur HOE E0M4LM Pis. CO.,.STRENGTH EWNILENT AHD USE 0 TNE1E RRi, IIDER cmDUD.SPAN STATED.ATTACHED TO THE TCAT SEE HEADER DETAILSMD THUSLY HAVE FROEQUIVALENT PEES. EO STREWTH EWN4ExT MO u5E Q ', u sP STAT sP I— M STATE• v` L 0 R I D P' ,.\`` GiFS, ............'"\A.6..w • Ski O.2.1.5T,c o i I 1(fH,,,:U:U;rw, a,....• c MOtt New TRIOWin P.E. 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I......., I 0r01'd3<V3..50 a, .[ 83.055750014;5 1 Loon 1 'x10/ea. I nee, I a 134: 4440.5 r< n..rc1.c 0:..30 5474.• Ow-1x+3000 1 m x+s s 011 dH•.4a_9,954 3040 v0r•.1e.r9v Y1 I. 9.1,, 9•.n wx 35:5 c 4X40. I cx I mood moo....w..ws. ..•03.1.4 4430"MN srw.r.no r Ali 15049 3835-9's lxms- 1 - 115 1 ono,.o..4.+v 4w9irw..44..5 0301 5..9.•.•••95.9.,• 1 .. 1V:?4437 1715S31.-4,1131.4 IPWA'4 311.1.:3.53 x+1n,) .01. 3530//07 i w w. ,»r. 1^'... ...• w1t 0.50.^ 31 1I61991x031100 1X405< S6L1 -1,1 v. m 100.09x3 I 1X406-( list, 4-Wt11 eI' r 0314 x - 51X48-1 LI-Sal rr4 rn r T. w•1, ....•,•••...Jt 1 f S:-N0.h Y)dxM 3,00^'0 i 1 1 .00 w, n 1 v 1 4.35.1• I V..+w. 1+..-..s-hs.•.wx:sm OM•r 30301. 1 91-41 u+ c r. 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PNUNE NU4eER Is00) 722-6436 RECEPTACLE 1 1 WINDOW HEIGHT. LOCATION 240V AND QUANTITY MAY VARY CODE WNR4:.LDN S. 240 RECEPTACLEAND ARE OPTIONAL rpx P,NLPW r,a YPN4.-7= SINGLE POLE mncno,,m SW''T PRE...tn. NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS PREMA..:2s Prs'Er T!REF WAS MT, 00004,r,-MAY VARY WITH A MAXIMUM NUMBER OF 2 LIGHTS AND 6 OUTLETS PER LAYOUT NE<WW.E.4,4E.CPS,JP. n S,Er. JI .CEILING MOUNT EVVJSWE LIGHT FIXTURE ro ucEcm.sPct.” CJTh WaL_ MOUNT 9 u,_E,.:w; LIGHT FIXTL F.E ruIC u, co,E,> Lc NORMA VI%N.M.J.o SEE VARIOUS END WALLFLUORESCENT SEE VARIOUS END WALL P. r P L_m wC LIGH IX T'1 P.E FRAMING SECTIONS FOR CP _.sT WALL AND DOORFRAMING x ^ WALL AND DOOR FRAMING P•RON,Jr eus.,zP,voCr 71 ,;UNC'cCU BOX W OK"I'LP.C+E.,r1 0.... w, wcw: P„s SCAM-.P' L+ vs. e,w,OV"33 OPTIONAL ELECTRIC TO EACH UNIT WILL BE FIELD CONNECTED FROM V EXISTING POWER SOURCE V SRC I ELECTRICAL NOTES: WP 1.ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND. I 2.FIXTURE LOCATION AND TYPE MAY VARY 3.PLASTIC OR METAL "NEW WORK” OUTLET BOXES J.,..,:: ura 4.20A GFCI OUTLETS 2-9-20 5.ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM 8 RECEPTACLES. Y.. N°s 6.ALL SWITCHES TO BE AT 48"-52" A.F.G. y.,,,,,, N8-wTA-17XD 7.FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING v,,,, „ER, C i Itniuiaq ,'8.ALL OUTLETS TO BE GFCI i:E' 'C+::..:.9:71,.,:;1s T. i/ 9.THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER William E.Nea+y,III t " CURRENT DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO 1 SMP-51,SMI74,ICCSIBSO40 I VCENSf '~;0•. P i'LOCAL APPROVAL. I 14649 0,4,ew Pomw Terrace. NO.2 T. GoU s,Fera:,.34734 64608 RMT— RIGID METALLIC TUBING L----- — — — ---i 358.30 SECURING AND SUPPORTING. EMT SHALL BE INSTALLED AS A COMPLETE SYSTEM IN ACCORDANCE WITH a'•: STATE 'cr 300.18 AND SHALL BE SECURELY FASTENED IN PLACE AND SUPPORTED IN ACCORDANCE WITH 358.30 (A) AND (B). p A) SECURELY FASTENED. EMT SHALL BE SECURELY FASTENED IN PLACE AT LEAST EVERY (10FT). IN ADDITION, I . L O R IO P ``. JUNCTION BOX, DEVICEN BOX, RMINATION POINTS CABINEET, CONDUITSHALL BODY. BE ORSOTHERLY TUBINGEITERM TERMINED WITHIN ATION. FT) OF EACH OUTLET BOX, U . i'............. O;11;\...\``.EXCEPTION NO. 1: FASTENING OF UNBROKEN LENGTHS SHALL BE PERMITTED TO BE INCREASED TO A DISTANCE OF (5 FT.) WHERE STRUCTURAL MEMBERS DO NOT READILY PERMIT FASTENING WITHIN (3 FT). U rio•aa Lce"s o MPOnev;c ns #.P PE.ee/6P60B W 5ree+ FBPR-9 OF 9 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN 4 HH-WT.A-I 7OD-2O "HVHZ APPROVED De- I,D_ o TABLE 2A - 170D TABLE 1A - 120C Handi-Houses / TIC-OOw'A STRAP BOLTED IHRu 30" AUGER ANCHOR SPACING ANCHOR! G TO ON PETE RIGOR JOIST srs. W.i•]• to ro s SHED WIDTH MAXIMUM ANCHOR SHED WIDTH BOLI MINIM WON WASxERS.TT/ SPADING SPACING NE-DowA sRMx 1)...aw e3 a e'RIM OR LESS. Q r 1/}•.a'(..om Le.l COIGNE* "' SEE MOTES) 2)EMS OR D)2.2 P Sm ex IKA>s UP TO 16'-0" 10.-0" 24•_0• 6'-0" v w` ALL n"E "N1a y1r ON PRDUAO7. r1-WEDGE ANCroR wrtH wxsHER TYPE t U TIDE] ? 16'-1"TO 20'-0'• W-0" 20'-0" Y-0"t. THE-DC'WN STRAP BOLTED TC TYPE . 30.VINE b•WAR 2 l ANCWR WON 1/2"GRADE S BOLT MW14U4 MOH WASHERS 1• FOR RA' CF,OR ANCHOROC °RAL rpl cuv I % 20'-1"TO 24'-0" 6'-0" 16'-0" Y--6" fa?tLGIsnG.- DNDREE /2 r(..DDD LB,GaM R E TABLE 2C - 120C 14'-C" B'-0" WEDGE 4UHUR NRH UGrMMNEL p,pl 1 L TYPE 2e 30" AUGER ANCHOR SPACING M YRE s) TYPE 3 CODE IN ORMATON COIGNE:. ID'AUGER12'-0•6• COD[VEINUN 1 ,QLNG,. ANCHOR SHED WIDTH MAXIMUM ANCHOR F""` MST,O.'CONC,REIE WIN DINAR. FOR SOIL/CUE SPACING LY[RRKM[R w rci.x 420.0003Clf1O'-O" 10•-6" MIADRIO IWC IRNMAn1NEB W LD. r UP TO 24'-0- 10•-0" RoraWM UNN 11.52TYPICALANCHORTYPES I r.r 14,000 IR)cONCKETE aluu WoO6 00 R.71 L"' 12'-0' PROTECTION m•E 80040 ANCHOR wrt0 r rxs. ORE ssarR RRMr I • .> : " 6'-0" RTIC SWPgsswN MI[Y I « oK> o. y i TABLE 1 B 140',_. D4LCD;,a[NUMBER OT s,c,„ I , Ex3Rw v cac,,,, .- DOWN STRAP:ETED THRU AN Hr RING TW C.(CRE' Bt;,c RUNG urc FLOOR JOIST N.1r CODE y I)R.SW 92 oN e'RDE Oa Liss. 1)w SW B2 ON e'INCE OR LESS. MAXIMUM ANC.HOF r`0/4105. ecLT MNMW KITH wr,H[Rs n)2. 6 OR(r)am R*.E.Mx SANS SHED WIDTH 2 }.5 OR(1)4.e P.:.SW e2 SCOS SPACING 200.500[ I I NOT et BOIL OR:.W BOLT)4L 1150 4HI BE w'r ON GMTUI C). SC:LRCC USED..BE SST al GROVNC). ENCLOSURE i 1. 1-' 11-:- ..1.- -19/1112110(5 500. I i DNa . e1E-UOWr1*RAP BJLTEO TO MC F" IIF(5)tDp1.5"HM.LS 24'-O• 4-'U" VERNAL PRESSURE CGEFNCIEM 1 1. 3 ANCHOR WIN 1/2.ORAE 5 ( BOLT wHMW WIH RM.," \ 900 DEAD IAf.TOR 0 s/a•.30'EM,.vcNw: I 20'-0• 9'-0" ROOF DGo LOAD x'.r(..JOG LB.)CONCRETE Au=SME FOR SOK/CTAP, H S'- ROOF LM LOW I taxa HEDGE 11 I ANC OP rIH C YNR[TWE 3) Q GRN'C SHOE FOR ROLA/CORAL ,R I 16'-0• E" aver LOOT TOW•AGUE• IRON DM LMD I WS, a I WEDGE AMaOP W.}'WASHER ExInINe. CONCRETE oPrwMx1 SUPPORT PAD til 41000. 14-0" E-L. :UUR IA Lao elrx 1/a•n77•LA BOLr CONCRETE BLOCK OR PAI) SPACED v ROP.01 rwys.FI(06 Rax R If•0.c.uAX I.6 PT.SOLO PLATE 12'-0• ''-6' I x,A 4" A e-o•wx. MOORES PER!MONDOND I 1 10'-0" B-E'f 00880011E s410,07 I o pb>RID..CONCRETE 1 0" SQUARE FB0IAa; I TFL ur.OR 1205 I C-CORA SP ah-ED NIU.j-J' ._-0" REVISION:. FLOOR nm WRH ITr RADE s E11...510/2 off e'WOE OR 1655. REV DESCRIPTON DATE....E: I u1 I)...srP/2 OM e'WOE 3R M55. °DIT MHWA:4 W.RASHERS 2)2.e CR(1)L.TIT s B}SIMS r ,,t yxx)x.5 OR(1)NO PT.04 M2 5800 (Nn.ICC 09 21'Lw BOLT)ALL ELSE(0 4 BE SET ON 080060. Al,CHBRIN TO C JNCREALLFLS[(GW BE SE*ON GROUMOi. NE-GOWN STRAP OR a/16" c.N,AN2`D SRC'.CAIS •-" SHED WIDTH MAXIMUM ANGHOP t.a SOLE MTC OAAWAIAur SEE NOSES) II 5/e'.ac'FSP..ANCHOR ') SPACING vxs'U.00._61 cONCRErz Ouw¢ROOD OR NV) 24-0' 3 6 M M HALE.AC[R StRr. WECGE ANGER WIN 2'WASNEP 1/ 25. 0'(NOW'_e.)[PICKER SOIL/CLAY DOVE SOLE ANCHOR WITH}'WASHER FOR ROCK/CORAL 4" 20.-0" 4-0" Yrnn.. GANDE a EKTMG,COMORER SUPP's^MT4RACO 0i OPTIONAL 16- 0"5-0 008 EL/11/15 oP1mMt RCINFoecto BLOCK OA PAD)SPACED AT e.-0'MAA. 14,-0"5'- 6 N/A 1 A•OhCPE'E HOUND..ON SFMx. 1_a•-I 1 12._0" 0. MP re:IAN.JI HOUSE MANUFACTURING CO. j 10'-0• 9'-0" i\111111E11/// 0E-GOR(STRAP BOLTED TO I UR /2 ON e'RADE OR LESS. os[i NOTES)--,s • l)a.s»A}ON e'RIM oR 1E95.II Y,rGW T eq IAiPI H)4.6 P.r.500 92). l ' GENS€• ! PiGROUNDANCHORART( /Y 2)RAO OR(I)Axe 0.T.M B}.1.5 EC-0" 1D'-0• r wwE 11:AGE TICK'A •GRAu y doL'ANMW wlrH n3E(F1»x SET oN GROUND). ALL FLscftul B[SET ON DROUHD;. A GENBE I' BRACKET 1,00414 STRAP I 025MSRS.0150 00.5000005 AAD P KNEED IF.FLOOR JOIST 1)h.SVP F}05 R'WIDE OR LESS. .ACNTO T GRCUNJ ANCHOR I•-" D ARCM 1 WITH BCLRC TO _ wI R.AOF 5 BOLT 2)20 OR!H)he al SRP/]SKUs CPx05 SUF # ORMMC ACroR WITH I/}'GRACE-5 6'-O• 12-0" F N0.64eOe 2 ILI- 5 POET 4INI4U4 W'H WAM_R5 \ MNLI 0 MM WASHCM ALL 0552(AM BE SR ON GROUND). 5/IE.b'EARTH ANLNOR: • • 2,--I14,A BOLI OP Jr:AC ROO _ 5/e-K 30"EAR.ANCHOR: j{ AUGER STYLE FM SON/GUY, AUGER SIRE FOR 00'1/0GY. X; I::i O DDIME515'IL cog ROCK/COPAL ORME SIRE FOR ROCK/CORAL 1 1.Q STATE OF 2M 1/r.3•(4.000 18.)CONCRETE MEM .. i() 211/\" VIEW.ANCHOR WITH 2-WASHER OR SIMARCIRS T el O R O N II 11111111=0111111= I iOO. CO ET BLOCK 03 L . Ess"iocOK oRI oiP cl sP." eOeOGO' P%`S/ONAt.ENS,` AT B'-0'wx. Z 411,1,111,, EX41NG 4'CONCRETE TIE-DOWN DETAILS TIE-DOWN NOTES TABLE 23 - 140C Digitally signed yIANCHORSPACINGISDESIGNEDASPERASCE-7 30" AUGER ANCHOR SPACING D2. ALL MEASUREMENTS ARE CENTER-TO-CENTER. 3. PE-DOWN STRAPS TO BE MINIMUM 1-.1.•0.035'GALVANIZED STEEL,FEDERAL SPECIFICATIONS 005-781-11.TYPE-I,FINISH-6.GRADE-I. T1E-DOWN STRAPS OR CABLE mad SHED WIDTH MAXIMUM ANCHOR Z M a tt h e w B a I d w iCONNECTINGHARDWARETOHAVEB.MINIMUM ULVE4.725 LW CAPACITY(3.150 LB..1.5). SPACING 4. AlLARETH ANCHORS SHALL HAVE A MINIMUM 0,300 LB.CAPACITY.ll5. EARTH ANCHORS LOCATED AT EACH CORNER,MAXIMUM B16•FRO4 ENO(0 MINIMUM PER BONDING).AND SPACED AS PER TABLE 2A .0 DEPENDING ON SHED WIDTH,WIND UP TO 16"-0" 10'-0• ODate: 2021 .01 .016. CONCRETE O:',1g,'=UTO BE. ENSD 05RS TP R TABLON 1^B.0 DEPENDING ON SHED WIDTH,WINO SPEED.AND EXPOSURE. IDS. 7. CONCRETo ANCHORS TO HAVE A MINIMUM OF C COVER(DISTANCE 0404 MICHOR TO EDGE OF CONCRETE). 16-1 TO 24'-0• EC-0• 0B. NAY.SOIL SEARING CAPACITY IS 2,000 Pyr(TOP.) ZM. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE. 10:50:51 -05100110.CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS(OLNER TECHNOLOIES.INC.400ELSOTICBI.OTICB2 OR EOUNALCNT) I I1 HOLLOW OR SOLID CONCRETE BLOCKS(B-.R'.le-)MAT BE STACKED ON PADS FOR HIGH SETS UP TO ARE WITHOUT REINFORCING. WLLJ MmD1ew T.Bolawm P.E. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND N 2101105 L`Cense#64008 1 THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES SNaeU AP-1 OF 1 MAP SHOWING BCJUNDARY SURVEY OF: TUE SOUTH 50.00 FEET OF LOT 3, BLOCK 1, ED SMITH SUBDIVISION, AS RECORDED IN PLAT BOOK 26, PAGE 50 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. C6 5— t ,. O LOT 4 Q i t oo oa LOT 3 , WAl "---\ LOT II J Th,s fbr fron Of Lot 3 No/included m a n This Survey N LOT/2 N.89°36'00"E /00.00'iff.'m'n•4./ronPPr WeN . r/e pie, ` L4'6G4s) 24.9' Q /. 41 pIQ t'S .074'.4,44E 5.., n (../"....1-4 S/o'N5) N V e\ IRo1 v •/SG3 Ce'C gcsT• ,..(,,,,,,,,,,, 7„...c,,.) fzmei2 EGe. r ' (o r 0',vel 41 1 Q \ ! 9 s•( LOT 3 - y:.ReroreL t—+ . a88445) QST 9 B9°a?ao"w/Owavy • z o l KacvIfNvf4.lion Ap.e -6'Chain Link/.nce LOT lz k I 148 aG4s) C 3 lar,4¢.r4•3 -.n!. Depe,rIi nt o,it,,,,N.,. compliance with apGhcablenQIsubnivis:on and Other local land4Jeof•ner.t regulations, but does not constitute nroval for the issuance of permits. Compliance h Finrida Building Code and all other applicable cal, State and Federal permitting requirements ust be verified by signature of the City of Atlantic each Building Official prior to the iasuants of awildingPermit. I Per 5---------______ proved ..m /_ata3_0(7,4,3 ° - vw , spm/ I rd Director b %P'/ron i7 No/0)O x'50,', FNu)•/fo ,,P.pe DONA/ER s ROA D7Ll; 40 RIGHT-OF-WAV BEARINGS ARE BASED ON THE WEST RIGHT-OF-WAY LINE OF JORDAN STREET AS BEING S.00°15'00"E. fE4rjNv/9es#vtwN Yokes/. BY PLAT5EocFrre vF47 c'4e-Oe77 M• NO BUILDING RESTRICTION LINE SHOWN, BUT.THERE MAY BE RESTRICTION LINES OR EASEMENTS THAT AFFECT THIS PROPERTY BY ZONING OR RECORDED IN THE PUBLIC RECORDS OF THIS COUNTY THAT ARE NOT SHOWN ON' THIS AEcvFcKE05/o-ooTo?,vae Fi,./.4.0414eVFY SURVEY THIS PROPERTY LIES IN FLOOD ZONE "X" BY FLOOD PREPARED FOR THE QENEF(TGFMAPSREVISED4/ /89, COMMUNITY PANEL NO. 120075 0001 D 7144 /74 AiG'z-/'rr,QE; 44 .-,iTar Fore f/uMCN'ry o', 7' 4/QC. ON i.E/3E4C/IE3-/76/d UR 4C.4' .r/e/3,T.ar;,d77 ri./Ers' DDEND Pe',/,' ao..'ai L. 1.yC,c{f71.4..fy,?A. SURVEYORS INC. 141gIli_ LB 6645 H. BRUCE DU'DEN, R. PROFESSIONAL LAND SURVEYOR NO.1674 FLORIDA 1103 SOUTH THIRD STREET DATE: December 29, /999 JACKSONVILLE BEACH. FLORIDA 32250 SCALE /".'3°' 904) 249-7261 FAX (904) 241-1252 THIS MAP SURVEY IS NOT VALID UNLESS IS SIGNED AND l HAS THE ORIGINAL RAISED SEALLOOF A FLORIDA LICENSED SURVEYOR. /z--, CC,c._- PA RCECPARCEL "E" 1 NN w. answ , mai Jrvr 1V118VH S3H3V38 b3iV3 3 J w fff r Nru NouraNno s mo r.n a L . • 4 wrw n.r. . omd d•ashed[ w!...e.+y AA j, d'.'...•;r-wAkr C:x war ra:yaa w 6:inm - F , 1 r' l'*".'"*'. I,.G:rwd t 1 i'. L.'"""ase. 'o"14" s.... +.' 1:,y'k' a 1 y' "Jd.p.i.a".e6447'.::"'2*-:: au wM 1 I..ded M dtrit^ y.y4N ao'dw cl lt.r.OM I .a.' w/%. yry M 1--Lw ,M Awn i r r w..N "4.ea M:1:, +9 aP . r ua i. oa ro ra a. n'Aiib w rAa• WI S3laN 1V N3a