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Home My WebLink About22-4257City of Zephyrhilis • 5335 Eighth Street MIN,111 Zephyrhills, FL 33542 BGR-004257-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 07/13/2022 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. 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 permit required from other governmental entities such as water management, state agencies or federal agencies, Ill 11111111111111 lill I Ill , 11 I I Ili I !I I I I I!! I INFIR I Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. J �LCONTRACTOR Sl ATURE E FICE APPROVED INSPECTION City 0f Zephyrhilis Permit Application Building Department z� Owner Phone Number � w� Owner Phone Number Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT III SUBDIVISION PARCEL I (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED PROPOSED USE PE OF CONSTRUCTION DESCRIPTION OF WORK Et11L.CIN SIZE BUIL IN ELECTRICAL PLt MBIN MECHANICAL NEW CONITR ADD/ALT SIGN DEMOLISH INSTALL REPAIR SFR COMM OTHER BLOCK FRAME STEEL f OAS ROOFING FINISHED FLOOR ELEVATIONS VALUATION OF TOTAL CONSTRUCTION &J N1 clyn PROGRESS ENERGY ar 5-9 VALUATION OF MECHANICAL INSTALLATION SPECIALTY = OTHER FLOOD ZONE AREA =YES EN BUILDER -` COMPANY SIGNATURE � REGISTeRED �PEEuRREn Address License ELECTRICIAN COMPANY SIGNATURE � REGISTERED � � FEE �URR�n � 1 N Address License # PLUMBER COMPANY SIGNATURE REGISTERED EE CURREn Address License # MECHAAIICAL COMPANY SIGNATURE REGISTERED Y i � FEE GURREn Address License OTHER COMPANY SIGNATURE REGISTERED [:::�°i / FE�CURRENY� �= --------------------------------------------------------- Address License # miN,iliirNir rill:rg ollifil iliwllrelrimarllw.elli_mir, Mrwwi,lillielI RESIDENTIAL: Attach (2) Plot Plans, (2) sets of Building Plans, (1) set of Energy Forms; R-O-W Permit for new constructions Minimum ten (1 ) working days after submittal date, Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence Installed, Sanitary Facilities & 1 dumpster, Site Work Pe it for subdivisionstlar a projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety age: (1) set of Energy Forms. R-O-W Permit for now construction. Minimum ten (10) working days after submittal date. Required onske, Construction Plans, Storrnwater Puns w/ Silt Fence Installed, Sanitary Facilities & 1 dumpster, Site Work Pennit`for all now projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. application,Fill out application completely. Owner & Contractor sign back of COUNTERif over $2500, a Notice of Commencement Is required. (A/C upgrades over $7500) Agent#or the contractor), or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing sa OVER THE required) Sewerslerool's if shingles Fences g Driveways -Not over Counter if or public roadways -needs ROW 0 zi CARLOSMALDONADO Commission # GG 346275 Expires June 16, 2023 8006d NU Troy Fain Insuraru 80DW7019 CARLOS MALDONADO Commission # GG 346276 Expires une 18, a Bonded ThruTroyin Wurancs OWM7eig , 1) All property markers shall be fully exposed at time of inspection, (RED TAG IF NOT 2) All sheds shall be installed and anchored per manufactures specifications, (RE,19 TAG IF NOT ANCHORED PER PLAN) 3) All set -backs to be met, 4) Shall not be installed in easements, 51, Shall be set in the rear or side yards. 6) Only 2 accessory buildings per parcel, 7) Sheds shall not be rented or inhabited. 8) Must meet and follow all conditions of ordinance:780-01 9) No accessory building shall be larger than 300 sq ft without site -plan approval 10) Not to exceed 16' in height at peak, 11) No other work shall be permitted (framing, plumbing, electrical and mechanical) unless otherwise specified, 12) Accessory bUildings in residential zones that exceed 150 sq ft shall be constructed of masonry, wood frame, aluminum or, vinyl, Aluminum and vinyl shall be residential grade and be consistent with existing architecture of the principle building and adjacent properties. 13) Fence shall not encroach neighbor's private property or right of way, 14) Fence shall be no taller than 6 feet in the rear and sides of home, 4 feet from the front 15) Good side of fence shall face out. BOUNDARYSURVEY SURWYNOTES MWOWTME CROSSES THE PROPEERIYUNE ON WESTERLYSIDE OF LOT COMMON CONCRETESURFACE CROSSESIMHE PROPERram' LINEATREM OF PROPERTY, PROFESSIONAL SURVEYOR AND MAPPER #6416 fl ?110 BOUNDARY SURVEY 2ESENTATION OF A Y DIRECTION, ENTICATED ELECTRONIC TED ELECTRONIC SEAL, AND SIGNATURE. ennethDigitally signed bl, Kenneth Osborne IIs Date: 2021,06.08 borne 07:07:19 -05'00' PAQF 9, OF 9 PAQFS (N I I ) Lu SURVEYING,ILLC SERVING FLORIDA 6250 N, MILITARY TRAIL, SUITE 102 WEST PALM BEACH, FL 33407 PHONE (561) 640-4800 STATEWIDE PHONE (800) 226-4807 STATEWIDE FACSIMILE (800) 741.0576 WEBSITE: http://targetsur,/eying.net Ir" [X�I)arlrnent of Dusine"s Ma & F rcAess" I Regulation Halsey Beshears, Secretafv November 09, 2021 WeatherKing - Bushnell FL 212 West Seminole Ave Bushnell, FL 33513 RE: Manufacturer Certification, ID MAF-11071; Expiration Date: November 05, 2024 Dear STEVE PERRY FLA, 2601 Bihwr Stone. Road Tillshassee', Fiorldla 323,99-0772 Ron DeSentis, Govemor It is my pleasure to inform you that WeatherKing - Bushnell FL, located at 212 West Seminole Ave, Bushnell, "L 33513, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part 1, Florida Statutes, to manufacture Storage Sheds for installation in Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans in accordance with the current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved status. You may expect and demand quality plans review and inspections, Each Code change will make your plans obsolete until they have been reviewed, approved and indicated [on the cover page of the plans] for compliance with the Code by your Third Party Agency for plans review, Please ensure that your plans are in compliance and are properly posted on our website. All site -related installation issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year. You must grant complete access to your manufacturing facility and records to remain in compliance with the rules and regulations of this program. Your certification is approved for three years from this date. You will receive a renewal notice by ", 'i Email generated by the BCIS (tNi,�-q_y U, tJrk� b a , 11111111-11 "1',"-, JU,, ) for online renewal. If you have questions you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. Please visit our website at to see valuable information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. Sincerely, Robert. Lorenzo Manufactured Buildings Program cc: National Design and Inspection, Inc. have read and fully understand and agree to the rovilions of this instrument. The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile, that he or she actually occupies, or will occupy by ' said domicile, and same is not for rent, lease or sale, That he or she shall comply with the following conditions, OWNER'S SIGNATURE DATE Z& LZ ADDRESS 1-744 to PHONE WITNESS PERMIT I/Masterfonns/OwneisAffidaviVNovO7 1) All property markers shall be fully exposed at time of inspection. (REFD TAG IF NOT 2) All she shall be installed and anchored per manufactures specifications. (RED TAG IF NOT ANCHORED PER PLAN) 3) All set -backs shall be met, 4) Shall riot be installed in easements, 5) Shall be set in the rear or side yards. 6) Only 2 accessory buildings per parcel, 7) Sheds shall not be rented or inhabited, 8) Must meet and follow all conditions of ordinance780-01 9) No accessory building shall be larger than 300 sq ft without site -plan approval 10) Not to exceed 16" in height at peak. 11) No other work shall be permitted (framing, plumbing, electrical and mechanical) unless otherwise specified, 12) Accessory buildings in residential zones that exceed 150 sq ft shall be constructed of masonry, wood frame, alurninurn or vinyl, Aluminum and vinyl shall be residential grade and be consistent with existing architectlure of the principle building and adjacent properties, 13) Fence shall not encroach neighbor's private property or, right of way,, 14) Fence shall be no taller than 6 feet in the rear and sides of home, 4 feet from the front 15) Good side of fence shall face out. (A � nip i No. 5 55 URVEYQRS TIFU*TE I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTAlONOFA ilk ; SURVEY PREPARED UNDER 'nON: HOT VALID bNITHOUT AN AUTHENTICATED ELECTRONIC STATE OF SIGNATURE AND AUTHENTIOAELECTRONICSK ORA RAISED EMBOSSEDSMAND SIGNATURE,th Kennet Digitally signed U e Kennett) Os} me Osborne "" 2021.06M KENNETH J OSBORNE ' PIROFMIONAL SURVEYOR AND MAPi RM416 W 6 a3A�xT iY1�O XC 97 Awo 6250 N, ML.ITARYTRAIL, SUITE'102 WEST PALM BEACH, FL 33407 IFLA Manufactured Building Program 2601 Blair Stonefted 'p r mr o fel is nnnt ao, fReugstliniznx, Tallahassee, Fir' ds 323WO'772 Phone, 860,487,18244 Fax: 860.414.8436 Halsey Besfmrs, Secretary fflzmal;�� WeatherKing - Bushnell FL 212 West Seminole Ave Bushnell, FL 33513 RE: Manufacturer Certification, ID MAF-11071; Expiration Date: November 05, 2024 Ron DeSsinds, Governor It is my pleasure to inform you that WeatherKing - Bushnell FL, located at 212 West Seminole Ave, Bushnell, FL 33513, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part 1, Florida Statutes, to manufacture Storage Sheds for installation in Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans in accordance with the current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved status. You may expect and demand quality plans review and inspections. Each Code change will make your plans obsolete until they have been reviewed, approved and indicated [on the cover page of the plans) for compliance with the Code by your Third Party Agency for plans review. Please ensure that your plans are in compliance and are property posted on our website. All site -related installation issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year. You must grant complete access to your manufacturing facility and records to remain in compliance with the rules and regulations of this program. Your certification is approved for three years from this date. You will receive a renewal notice by Email generated by the BCIS (yam VflQ, ud �!&" ft __p1g) for online renewal. If you have questions you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. Please visit our website at yy.Wyv _,qLq to see valuable information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. Sincerely, Robert Lorenzo Manufactured Buildings Program cc: National Design and Inspection, Inc. GENERAL NOTES: 1. ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS, SUBMITTED SEPARATELY, 2. DESIGN LOADS ARE IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE. 3. WIND LOADS ARE BASED ON THE FOLLOWING: ULTIMATE DESIGN WIND SPEEDS: 2020 FBC FIGURE 1609.3(4) Vult = 120 MPH Vult =140 MPH Vult =160 MPH RISK CATEGORY I EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT: GCpi = #0.18 4. THE MINIMUM ANCHORAGE SHALL BE AN ANCHOR AT EACH CORNER OF THE BUILDING. LOCATE THE ANCHOR WITHIN 12 INCHES FROM THE CORNER. REFER TO ANCHOR SCHEDULE FOR ADDITIONAL ANCHORS THAT MAY BE REQUIRED. ANY ADDITIONAL ANCHORS BETWEEN THE CORNERS SHALL BE SPACED EQUALLY, S. WEATHER KING IS NOT RESPONSIBLE FOR THE PREPARATION OF THE PROPOSED SITE OR DETERMINATION OF THE SITE'S SUITABILITY TO SUPPORT THE PROPOSED STRUCTURE. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO DETERMINE IF SITE CONDITIONS ARE SUITABLE TO SUPPORT THE STRUCTURE, 6. TIE -DOWNS AND ANCHORS ARE TO BE SUPPLIED AND INSTALLED BY THE PROPERTY OWNER, WEATHER KING IS NOT RESPONSIBLE FOR ANCHORING THE BUILDING, 7. THE SCHEDULES INDICATE THE RECOMMENDED NUMBER AND TYPE OF BUILDING ANCHORS TO BE INSTALLED BY THE PROPERTY OWNER ALONG EACH SIDE OF THE BUILDING, GROUND ANCHORS SHALL BE RATED FOR SOIL CLASSIFICATION 4a, IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO VERIFY THE SOIL TYPE FOR THE SITE WHERE THE BUILDING IS TO BE PLACED. 8, GROUND ANCHORS DESIGNED FOR SOIL CLASS 4a OR BETTER. SOIL CLASS 4a: CONSISTS OF LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS, ALLUVIAL FILL, BLOW COUNT, PER ASTM D1586, OF 18 TO 23, AND A READING ON A TORQUE PROBE OF 276 TO 350 INCH POUNDS. THE MINIMUM ANCHOR LENGTH FOR SOIL CLASS 4a SHALL BE 48 INCHES. ALL WORK SHAILL MPi N as PRE)VAILING CODESF Off`°£BUILDING DE NATION& ELECTRIC Cam. ��;m,D71 : ;," may OF ZEPH R s L ORDINANCES r c `iiI` CITY OF _7 j � WEATHER KING P.O. BOX 108 PARI , TN 38242 4b%III...... fit% --FLORIDA--FBC 2020 MASTER ANCHORING PLANS v Itia> 77 0 a 0 A v m Digitally signed by Kevin Nolan ®REVISM: No: SHEET NUMBER `+ ETA DN: 09-20-2021 0.9.23423 9200300.100.1.1=A01 s4A? Y i4LN 410Ci}0000i79D834EF$00ii0196Weather BY: KLN �'°sffie�ees�nassaAsaaa4AF, cn=Kevin Nolan, c-US Date: 2021,09.2020:0$:28-05'00`SCALE: NONE f 'vo N0.77209 ETA SCHEDULES FOR EYE ANCHORS BOLTED TO BUILDING UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH r 10'-0- 12.*" 14'-T 16'-T 18'-V 20'-T 1 22'-0- 24'-()- 26-T 28'-0- 30'-0- E 321-0" V-0. 2 3 3 4 i 4 5 —TT-0- 2 3 3 3 4 4 5 5 f 5 6 1 6 1 V-2- j_2 3 3 F 3 3 3 r 4 4 4 I 4 5 UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-W 12'-0- 14'-()" 16'-T I8`-0- X-O' 22'-0- 24'-0- X-V 28'-0- 30'-0' 32%0" 8'-0. 4 4 5 5 6 6 101-01 3 4 4 4 5 5 6 6 6 7 717-7— -- 3 _ 4 4 5— 5 5 5 UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0' 12'-W 14'-0" 16.0' 18'-0" 20'-0" 22'-0' 24'-0' 26-0' 28'.0" 30'-0- 132!-0- 81-01, 5 5 6 6 6 7 1 - 101-01, 4 5 5 5 6 6 7 7 8 9 9 11'-2- - 4 5 5 6 6 7 7 8 8 8 '100 Digitally signed by Kevin Nolan ET NUMBER DM 0.9,2342,19200300,100ll=AC,1410 Zll��Alloh� C0000017913834EF80000196A AN? cn n Nolan, c=US inge, emathem, r K' 8 Date: 2021,09.20 20-09:23 -05'00' PORTA"9 BUM01"S SCALE� PROVIDE 2x TRTD BLOCKING AT BOLT LOCATION. PLACE W/ GRAIN RUNNING 24 GA. x 1%" WIDE GALVANIZED VERTICALLY, ATTACH TO RIM JOIST STRAP EXTENDED OVER SKIDS. ATTACH ANCHOR TO WI ( 6) 10d NAILS MIN. ATTACH TO ANCHOR WISLOTTED BOLT PER MANUF. SPECS. RIM BOARD WI Y2" 0 BOLT W1 WASHER (GALV.) REFER TO SCHEDULE REFER TO SCHEDULE FOR ANCHOR INFO. FOR ANCHOR INFO, FINISH FINISH OUTSIDE GRADE GRADE SKID (TYP) 1-BOLTED EYE ANCHOR DETAIL 2-TYPICAL ANCHOR W/ STRAP DETAIL OUTSIDE 20 GA. x 13/4" WIDE GALVANIZED SKID (TYP) STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR W/ SLOTTED RECOMMENDED GROUND BOLT PER MANUF. SPECS. n z i ANCHOR SCHEDULE � ul CONCRETE SLAB TIE DOWN ANCHOR. FINISH ul O � SOIL REFER TO SCHEDULE GRADE us `a _j 5 ! CLASS � ANCHOR DESCRIPTION FOR SPACING (i fP) d a w WO ROD x 4$" LONG w1(1) 6" HELIX G� 3/4" O ROD x 48" LONG wf (1) W HELIX --- - 4a 1 % O ROD x 46" LOi G wl (2) 4 HELIX EYE ANCHOR %' O ROD x 48 LONG wt (1) 6" HELIX EYE ANCHOR -%" 0 ROD x 48" LONG wl (1) E" HELIX NOTE: REFER TO NOTE 8 ON SHEET S-O FOR SOIL CLASS DESCRIPTION. ATTACH ANCHOR TO CONCRETE SLAB ON CONCRETE Wt e° DIA. i GRADE BY OTHERS. EXPANSION BOLT W/ 4' MIN 3" EMBEDMENT (TYP) 3-TYPICAL CONCRETE ANCHOR / STRAP DETAIL MASTER ANCHORING PLANS—FLORIDA—F8C 2020 ,��18j8➢[iBkS&i$869dPif�,B 4S s . m N07720 A s : PRG13ECi P3Cs: A Digitally signed by Kevin Nolan HE SHEET NUMBER Ai DN: DATE: V 0.9.2342.1920030010031=A0141 DRAWNBY:0000000179DB34EFSO000196)Weather King g�cn,=Kevin Nolan, c=US CHECKED 6YDate: 2021.09,2020:O9:43-65`OO' � , RE'V#SION:SCALE: 1"=1'-0 PROVIDE 2x TRTD BLOCKING AT BOLT LOCATION, PLACE Wt GRAIN RUNNING 20 GA. x 9Ya" WIDE GALVANIZED VERTICALLY, ATTACH TO RIM JOIST STRAP EXTENDED OVER SKIDS, ATTACH TO ANCHOR Wt SLOTTED WJ (6) 10d NAILS MIN. ATTACH ANCHOR TO OUTSIDE BOLT PER MANUF. SPECS. FINISH RIMBOARDW1Y2"O SKID(TYP) j GRADE BOLT W1 WASHER t (GALV.) FINISH GRADE REFER TO SCHEDULE r REFER TO SCHEDULE FORANCHORINFO.FOR ANCHOR INFO. f OPTIONAL 16"x16"x4" SOLID MASONRY OPTIONAL 16"x16`x4" SOLID MASONRY BLOCK PAQ. REFER TO SCHEDULE BLOCK PAD. REFER TO SCHEDULE FOR QUANTITY AND SPACING. FOR QUANTITY AND SPACING. (TYP) 1-BOLTED EYE ANCHOR DETAIL VWI OPTIONAL BLOCK PAD 2-TYPICAL ANCHOR 11Wt STRAP DETAIL / OPTIONAL BLOCK PAD OPTIONAL BLOCK PAD SCHEDULE BLDG NUMBER OF PADS BENEATH EACH SKID WIDTH 10'.0" j 12'-0" 14'-0' 16'•0" 18'-0„ 20'-0" 22`-0" 24'-0' 26'-0" 28`-0" 30'-0" 32'-0" 8'-0" 2 3 3 3 2 2 2 3 3 3 3 77— 3 3 3 3 3 3 3 3 4 NOTES: 1, BLOCK PADS ARE OPTIONAL, 2. BLOCK SIZES SHOWN ARE NOMINAL. PADS MAY CONSIST OF EITHER A SINGLE 16x16 BLOCK OR (2)16XB BLOCKS, 3. BLOCK PADS SHALL BE PLACED WITHIN 12 INCHES OF EACH BUILDING CORNER. ADDITIONAL PADS, AS REQUIRED, SHALL BE SPACED EQUALLY. MASTER ANCHORING PLANS aaaecaaaare�arga --FLORIDA--FBC 2020 er a> Nea. t3 4 at Digitally signets by Kevin Nolan PRo ECT Nc : SHEET NUMBER i I DN: PDATEE: 0- 2 _O 2021 0,9.z34z.19zO03O0.i00,1.1=A014_: KLN10000000179D834EF8000019bAWeathe _Y: KLNF, cn—Kevin Nolan, c=U5 Date: 2021.09.20 20.10:06-05`OO' SCALE: V'=T-0 91 SCHEDULES FOR GROUND ANCHORS W/ STRAPS UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH BLDG i NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10,-0- 12'-0' 14'-V 16'-0' 16-0' 20'-0" 22'-G' 24!-0' 26'-0' 28'-T 30'-Oo 37-0" 3 3 4 101-01 2 2 2 3 3 3 3 4 4 F 4 4 1 V-2- 2 I 2:j:], 3 3 3 3 3 3 3_j_4__� UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0- 12'-0" 14`-()- 16.0" 1 18'-0' 20'-0" 22'-0" 24'-0' 26'-0" 28'-0' 30'-O'j 32'-0" 81-01 3 3 4 54 5 101-01 3 3 3 3 1 4 4 4 4 5 5 5 V-2` - 2 3 3 4 4 4 4 5 5 —1 _j UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0' 12'.0- 14'.0- 16`-0" 18'-0' 20'-0" 22'-0' 24'-0" 26-0" 28'-0' 30'-0' 1 32'-0' 4 4 5 5 i 5 5 101-01 4 4 4 4 7 7 4�4 E4 5 5 5 5 6 A 7 Digitally signed by Kevin Nolan DN: O9,2342.19200300,100.1,1=AG141 KjnW EET NUMBER to 00000001 79DS34EFSOOOOI 96AF, Nolan, c--US eather Date: 2021.09.20 20:09:01 -05'00' Pot""Le SUIL01"s SCALE: �'%d%,..L. WORKSHALL O£".?¢Leke £ a R#„.` f ii'kp4 "�.,�a,:�i¥.« FLORIDA BUILDING (...O'adE4 REVIEW DATE 0 [. LS 6d5m AND THE CITIP/, OF ZEPHYRHILI-S 5_ GENERAL NOTES: 1. STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE (FBC). 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF MANUFACTURE. 3. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS, 4. STRUCTURES ARE CLASSIFIED AS "MINOR STORAGE FACILITIES" (RISK CATEGORY 1) PER TABLE 1604,5 AND SHOULD NOT BE USED FOR HUMAN HABITATION. 5. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE A 3 SECOND WIND GUST OF 160 MPH FOR RISK CATEGORY I STRUCTURES PER FIGURE 1609.3(4) OF THE 2020 FBC, 6. SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL, 7. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT ARE NOT IN FLOOD HAZARD AREAS, 8. IN ACCORDANCE WITH FBC 1609.1.2, STORAGE SHEDS NOT DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA OF 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THE 2020 FBC. 9. IN ACCORDANCE WITH FBC 1010.1.1, BUILDINGS THAT ARE 400 SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN CONJUNCTION WITH ONE- AND TWO- FAMILY RESIDENCES ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THE 2020 FBC. 10. ALL ROOF DECKING IS TO BE'/s" OSS,15/22 ° PLYWOOD, Y2" PLYWOOD, OR EQUIVALENT. FASTEN ROOF SHEATHING TO ROOF FRAMING WITH 2%' RING SHANK NAILS SPACED AT 6" MAX. UNLESS NOTED OTHERWISE ON SHEET S-1.5. 11, ALL SIDING IS TO BE TREATED T1-11, LP SMARTSIDE PANEL, OR 29 GA. METAL SIDING, 12. ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED SYP #2, OR BETTER, 13. ALL UN -TREATED WOOD FRAMING IS TO BE TO BE SPF #2 OR BETTER, UNLESS NOTED OTHERWISE. 14. WOOD FRAMING SHALL COMPLY WITH THE ANSVAWC "NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION", 2018. 15. ALL FLOOR DECKING IS TO BE l" TREATED PLYWOOD OR VaPERFORMAX 500 FLOOR SHEATHING. FLOORING CLOSER THAN 18 INCHES TO EXPOSED GROUND SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE- TREATED WOOD INACCORDANCE WITH2304.1ZAA, 16. ALL SKIDS ARE TO BE 4x6 PRESSURE TREATED, RATED FOR GROUND CONTACT. 17, REFER TO THE SUPPLIED FASTENING SCHEDULE FOR FASTENING BASED ON CONNECTION AND LOCATION OF MEMBERS AS PER THE 2020 FLORIDA BUILDING CODE TABLE 2304.10.1, UNLESS NOTED OTHERWISE. 18, ALL EXTERIOR NAILS ARE TO BE ZINC COATED, 19. STRUCTURES SHOULD HAVE 30 YEAR RATED ASPHALT SHINGLES CONFORMING TO ASTM D3161 (CLASS F) OR ASTM D7158 (CLASS H) OR 29 GA METAL ROOF PANELS. 20, SECTIONS AND DETAILS SHOWN ARE INTENDED TO BE TYPICAL AND SHALL APPLY AT ALL SIMILAR LOCATIONS, UNLESS NOTED OTHERWISE. 21. ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO TO RESIST WIND LOADS, ANCHORING OF THE BUILDING IS SUBJECT TO LOCAL JURISDICTION APPROVAL. 22. BUILDINGS HAVE NOT BEEN DESIGNED FOR HVHZ REQUIREMENTS AS SET FORTH IN THE 2020 FBC. Digitally signed by Kevin Nolan DESIGN CRITERIA., LTEMS BY OTHERS: 1. RISK CATEGORY I ITHE FOLLOWING ITEMS MAY BE'SUPPLIED AND INSTALLED BY OTHERS. THESE ITEMS MAY BE 2. LIVE LOADS: SUBJECT TO LOCAL JURISDICTION APPROVAL. FLOOR: 40 PSF WEATHER KING PORTABLE BUILDINGS IS NOT ROOF: 20 PSF RESPONSIBLE FOR THESE ITEMS, 3. DEAD LOADS: 1. THE FOUNDATION AND TIE -DOWN SYSTEM FLOOR; 4 PSF ROOF: 5 PSF 2, RAMPS, STAIRS, AND GENERAL ACCESS WALLS: 3 PSF 3. ELECTRICAL SERVICE HOOKUP 4. WIND LOADS ARE BASED ON THE FOLLOWING: Vult =160 MPH (2020 FBC FIGURE 1609.3(4)) Vasd =124 MPH RISK CATEGORY I EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT: GCpI = t018 COMPONENTS 6 CLADDING: EFFECTIVE WIND AREA, Ae =10 FTx ROOF -ZONE 1 13 3, -30,6 PSF ROOF -ZONE 2 19.3, -53.3 PSF ROOF -ZONE 3 19.3, -78.9 PSF WALL -ZONE 4 33.5, -36,3 PSF WALL -ZONE 5 = 33.5, -44.8 PSF EFFECTIVE WIND AREA, As=20 FT - ROOF -ZONE 1 = 17:6, -29.8 PSF ROOF -ZONE 2 17.6, -49.0 PSF ROOFZONE 3 17.6, -73,7 PSF WALL -ZONE 4 = 32A -34.8 PSF WALL -ZONE 5 = 32.0, -41.8 PSF NOTE: C&C WIND PRESSURES SHOWN MAY BE REDUCED FOR LARGER AREAS AS ALLOWED BY CODE. 5. CONSTRUCTION TYPE: V-B 6. OCCUPANCY GROUP U 501 z� x«s z xae L x boa xaa xse xm I WEATHER KIN! P.OBOX 108 PARIS, TN 38242 SHEET NUMBER i7ATE. 09-28-2021 oRaWN <3Y: KL#4-0B CHECKED SY: KLN REV.,CIN: SCALE: NONE