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18-20095
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20095 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20095 Address: 5853 9TH ST Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-01400-0070 Improv. Cost: 5,024.72 OWNER INFORMATION Date Issued: 9/07/2018 Name: SALZGEBER BEN&CHARLES CHRISTIN Total Fees: 105.00 Address: 5853 9TH ST 'Amount Paid: 105.00 ZEPHYRHILLS, FL. 33542 Date Paid: 9/07/2018 Phone: (813)325-0911 Work Desc: INSTALLATION 12 X 20 SHED CONTRACTORS APPLICATION FEES HOMEOWNER BUILDING FEE 105.00 FRAME Ins ections Required SHEATHING FINAL REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute SS3.80 (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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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, 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. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications 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. 10-5��7 - &-, -f?� CONT OR SIGNATURE PERMIT OFFIgOR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department s Date Received 7 Phone Contact for Permitting — Owner's Name Owner Phone Number 31 L l.(J Owner's Address Owner Phone Number Fee Simple.Titleholder Name Owner Phone Number Fee Simple.Titleholder Address JOB ADDRESS LOT# SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR R ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION _. BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK BUILDING SIZE 2 20 SQ FOOTAGE HEIGHT E�IBUILDING 10� VALUATION OF TOTAL CONSTRUCTION 0 =ELECTRICAL $ L`C AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ 6; cJ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD'ZONE AREA =YES NO i 4 BUILDER J��`r COMPANY C7 / c SIGNATURE l J REGISTERED Y/ N FEE CURREN Y/N k Address F License# i ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N I Address License# PLUMBER; COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;.R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions. Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE:COUNTER PERMITTING (copy of contract required) shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) ys-Not over Counter if on public roadways..needs ROW i I NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deedn restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may,be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner, has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understantls,'that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation;Impact Fees and Resource Recovery Fees must be paid prior.to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713; Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:' I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do':work and installation as indicated. -I certify that no work or installation has commenced prior to issuance of a permit and that all iwork will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. 1 also certify that I understand that the regulations of other goivernment agencies may apply to the intended work, and that it is my responsibility to identify what actions I must-take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. j Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos,abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted. If the fill material is to be used in Flood ;Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. 1 If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for vio',lating. the conditions of the building permit issuedlunder the attached permit application, for lots less than ooe (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in . this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical iwork, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) months after the time the work is,commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandonedi 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. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT ;CONTRACTOR Subsc'be and sworn to(or ed fore me this Subscribed and sworn to(or affirmed)before me this /7 2 Xt by 13 0 a lZg4ber by Who Ware personally known to me o has/have produced Who Is/are personally known to me or has/have produced //LP_1IS_ as identification. as identification. - i \ Notary Public - Notary Public Commission No. ag_15_� Commission No. P ebra Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped ,o, Y.�;G,, DEBRA ELAM RUFFELL Pf'AQt Commission k G G 045343 Expires November 20 7U,7 GoedThruTmy Fain DMI&IM Ulry OT Lepnyrnills vermit Application I-ax a1a-aao-UU21 Building Department Date Received Phone Contact for Permitting — rrrT71rrTTTrm .44./ j Owner's Name + Owner Phone Number 1 L ovw) Owner's Address Owner Phone Number Fee Simple:Titleholder Name Owner Phone Number Fee Simple Titleholder Address y� JOB ADDRESS `rl LOT# SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED R NEW CONSTR a ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK CL BUILDING SIZE Fk 2 'LO SQ FOOTAGE= HEIGHT []BUILDING $ c) I VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q R.E.C. =PLUMBING $ J� =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREt, Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# PLUMBER: COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ _N_T FEE CURREN Y/N Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;:R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Corstructon Plans,Stormwater Plans w/Silt Fence installed, ----Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large-projects. COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ***"PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500) " Agent(for the contractor)or Power of Attorney.(for the owner)would be someone with notarized letter from owner authorizing same . OVER THE COUNTER PERMITTING (copy of contract required) -Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW O� o t CS S 1.10111 I1 F1__.. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �� �C/���� "�/ le-&&, Date Received: Site: Permit Type: -20 Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. ._r Kalvin wir Plans Examiner Date Contract an r Homeowner (Requir hen comments are present) . Sheds Plan Review Comments 1): All property markers.shall.be fully exposed at time of.inspection.- (RED TAG IF:NOT. MARKED) 2): All sheds shall be installed and anchored:per manufactures specifications. (RED.TAG IF NOT ANCHORED PER PLAN) 3): All set-backs:-shall be met. 4) :Shall beset in the rear or side.yards:: . 5): Only.2 accessory buildings per parcel. 6)- Sheds shall not be,rented or inhabited: : . 1). ;Must meet.and follow all conditions of 60.inance:780-01 . S) No accesso.r buildin ,shall be lar er than 625 sq f.t- without site-plan approval 9) Not.to exceed 16' in height at peak. 10) No other-work shall be permitted (framing, plumbing,.electrical and.mechanical) unless , otherwise specified. 11) Accessory.buildings,in residential zones that-exceed 150:sq ft shall be constructed.of masonry, wood frame,'aluminum or vin.yL -Alurrii.num_and vinyl shall'be residential:grade and be consistent with existing architecture:of the:principle'.bujl.ding and adjacent properties, 12):Fence shall not encroach neighbor's.p:rivate property or:right of.way. 13) Fence shall be'no.taller than.6 feet in the:.rear andaides of home: 4 feet from the.front. :: of home.: . 14).G0od side.of.fence:shall face out: CITY OF ZEPHYRHILLS BUILDING DEPARTMENT Owner: Job Location 1 Address: Parcel I.D. #: SHOW ALL EXISTING&PROPOSED STRUCTURES GIVING DIMENSIONS&SETBACKS UTILITY BUILDINGS MUST SHOW SIZE &FOUNDATION INFORMATION FRONT PROPERTY LINE STREET (NOTE EXAMPLES 1&2).. Example 1. Setbacks for RI &R2 Zoning Example 2. Setbacks for R3 Zoning 60' 10, P E R X 0 1 19 EXISTING 19 10, P S le 0 T 10 S I 140' E N D G PROPOSED 201 •2MIKOFAM VY/ 3 DUPLEX FRONT PROPERTY LINE FRONT PROPERTY LINE STREET - -- STREET -- - - in1....{��L Intertek-PSI Tel +1 407 304 5560 `i�l� ^• 1748 331'Street Fax+1 407 304 5561 psi Orlando,Fl.32839 intertek.com/building January 15,2018 Mr.Thomas Campbell Florida Department of Business and Professional Regulation Manufactured Building Program 1940 North Monroe Street Suite 90A Tallahassee,Florida 32399-0772 RE: Plan Approval: Residential Lawn Storage Shed Manufacturer: Robin Builders,Inc.(Lyons,GA) Agency Plan Number: ROBIN GA FBCR2017 Dear Mr.Campbell: Professional Service Industries Inc.,an Intertek company("Intertek-PSI"),part of Intertek'Building Science Solutions,in pursuant to the requirements of the Florida Department of Business and Professional Regulations, the above referenced documents have been reviewed for compliance with: 2017 Florida Building Code,Wh Edition 2014 NEC A signed and sealed set of plans are maintained on file in the Third-Party Agency office of PSI. All mandatory comments have been satisfied and plans are approved for construction by a modular building manufacturer that is currently approved by the Department of Business and Professional Regulations. If you have any questions or require my assistance in any way,please do not hesitate to contact me. Yours sincerely, Professional Service Industries,Inc. 6 Victor C.Martin,PE#82379 Richard Olds,FL SMI-76 SM -45 Department Manager Modular Plans Examiner Building Science Solutions Building Science Solutions CC:Wayne Hartley—Robin Builders, Inc. (Lyons,GA)—wdhrobin@bellsouth.com Ili Intertek is a brand name representing the Intertek Group plc legal entities,including but not limited to,Intertek Testing Services NA Inc.,Professional Service Industries,Inc.("INTERTEK-PSI"),Architectural Testing Inc.("INTERTEK- OW ATI"),and MT Group Inc.("INTERTEK-NTT ).www.intertek.com/building r ROBIN BUILDERS, INC. w�o N L YONS, GEORGIA ROB/V o GENERAL NOTES 1-THIS STRUCTURE HAS BEEN DESIGN IN ACCORDANCE WITH THE 12 ALL WIRE SHALL BE LL127HHN SOLID COPPER WITH GROUND-W62ING 2017 FLORIDA CODE 681 EDITION.2014 NAIONAL ELECTRIC CODE, PROTECTEDPER2D14NE-C. FD(TURE LOCATIONS&TYPEMAYVARY- 2017 FLORIDA FIRE PREVENTION CODE AND ASCE 7-10 FOR 160 MPH WIND VELOCITY (3 SECOND GUSn"POSURE C FOR PARTIALLY ENCLOSED BuMDiNGS. 13.ALUMINUM WINDOWS-TYPE,SIZE.QUANTITY AND LOCATION MAY VARY. MAXIMUM WINIXTW �S49.WIDEx=HIGH- m 2.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND 14.OPITONAL DaERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM. ALL OTHER APPLICABLE CODES. MESA AWtdWUtd,4'LAPq�MW ,SB'Pf T-111 SIDING,VMYL Sm01G WITH FIB NOT FORHABiTATt BRACEgAC 1I��t,, CEMENT PANEL,POLVCJIRBQllATE. � 3.BUILDING CLASSIFIED BITATIOFL AS RESIDFMIAL LAWN STORAGE.50/125 PSF FLOOR LOAD. OR ENERGY SMARTSIDE ROOF COVERINGS INCLUDE 29 GAUGE GALVALUALE STEEL, V Nm SHINGLEROOFOVERI/2'PLYWOOD WITH 2 LAYERS OF 15 LEL FELT OR PERUATILE OVER 7118'OSB AND 15 LB-FELT. 4.WRITT9L DDME1tSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 5.OUTSIOE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN.BUT MEMBER 15.USE 24N'x.099'GALV RING SHANK NAILS FOR ALL CONNECTIONS BETWEEN SPACING SHALL NOT EXCEED LIMITS AS INDICATED. WOOD.ENGINEERED WOOD.AND FIBER CEMENT SIDINGS AND FRAME �o H B.ALL FLOOR SLOD&JOISTI.UABERT0 BE�2 SYP 10)PT 16.aW PLYWOOD FLOORING SURFACE NAMED WITH 3'x 0.120'GALV-NALSPACE'D ALL WALL PLATES•SIDS a RAFTERS UAMH -O BS 3T7 SYP KD 8'EDGE/10'OC FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. C Ho m o 3 r 7.ALL WOOD WITHIN a'OF GRADE OR IN CONTACT WITH MASONRY SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA U7 AND 17.FOUNDATION,FOOTING AND ANCHORING OF UNIT WILL BE THE OWNERS C 3� FASTENED WITH GALVANIZED FASTENDI . RESPONSIBMITYTO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC O- MtINFR(E'TONS TOATHLS�BUG�INQ TF�PU nRCASER�PAssuIMES�/1LL B.TRUSS DESLGPJ®TO SUPPORTD.L+L.L=35 PSF. RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE a J 9.ALL ALUMMIL f ROOFING TO BE 3DD4 ALLAY CONFORMING TO ASTM B-20% REQUIREMENTS FORTHIS STRUCTURE �C' 32,000 MI NIMUMYft3D STRENGTH. .7 18.ROOF DRAINAGE PER 1503A a R903.4 10.USE98 X 3WTYPE ASHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN ALUMINUM LAP SIDING AND FRAME USE 98 X 3W WITH 1?NEOPRENE-BACKED WASHER ATTACH ON CONNECTIONS BETWEEN ROOF AND FRAME STRUCTURAL LOAD LIMITATIONS SPACING AS FOLLOWS. B11ttDF� ROOF/SIDING-PERIPIERALMEJaERSSOC ww R091N Sim ROOF/SIDWG-OITEIMMEBERS10'OC FLOOR DVE LOAD: 55 S STATE SIDING-12.00BOTTOM PERImu FLL A 50/125 PSF 9102N-S���30�p9 11.DOORSHALL BE I'X I'STEFLTUBE WELDED FRAIIPWITH AN ALUMINUM ROOF LIVE LOAD: ww�w�u`wm c"'w PANEL INSERT WITH STRUCTURAL LWERAND PIAXOFONGE DOOR IS A 30 PSF ATTACHED pooft%OARAG TO VERTICAL DOOR E OPTIONAL DOORS DO ALA PRFILIlINTXR S7E ROOF SNOW FL DOORS TYPE. NOT APFVCAHE�o- `711111UUIIIIIII''' SIZ UANTTYAND LQCJITLON MAYVARV Lxx)FR NOT SUB.LECT TO HHC#R �'(H E(�O , AIIERICANA,RIFF7' AND WIDTH REQUIRE TENT IF BUILDING IS-4OOSF PER FBC 1010.1.1(BL WIND LOAD: �:V •..p FLORIDIAN,GAMBREL I.UUMATE 160 Wit N(06NAL 124 1� BARN,GREENHOUSE (L RISK CATEGORY I N. CLASSIC,PORCH C.0 vmt0 LxFaSURE Cw1a�Rv _=*: �� *= MODEL.STEEL M ow_+-55 NOMAL PREmm f/fP/PIER; - :�i''�.S 1111 =i2..✓ NONE �t� 111 PSI APPROVAL 2018-01-1S ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, ,p NATIONAL ELECTRIC CODE, REVIEW ®ATE 7 0 AND THE CITY OF ZEPHYRHILLS CITY OF ZEPHYRH� ORDINANCES PLAN EXAMINER FLOOR DETAILS VARIES TO 50' O' c o PTM(4(6)FLOORJOIS7SI6'OC SVXSl'6'HELDC(OR EOUAL)ANCHOR FOR SOD. H DOUBLE IT 2X6 Pi2X4 fB1�RA �MODEL MRA(X14DAq)OR EQUAL FOR ROCK 4 SKIDS REQU6TEO FOR (3)3'X.1 S .QLS GALV.STWIP OR CABLE OF4750BCAPACNY T FLOORWIDTHOFITS' I A FOUNDATION ANCHORING TIE DOWN SYSTEM A TO BE SITE DESIGNED AND LOCALLY PERMITTED 0 rc � B 13' 6'MAX Fi'(M E iS�l,•�J�tF O?9 *� N1514M •77{z= m b wo '�.Ss �. m�oN A y�1ryf it H'�t� /-�j2�-/ V O HjW 8.8B WIDE UNITS (673X.120 NAILS PER CONNECTION i N smsAft '�:ffoo TYPICAL FLOOR FRAMING �TIE�,T�, SPACED Ytnttdt N.T.S. EACH END.THEN MAX e'CENTERS Psi- =ERENEW �3w PLYWOOD PT ImJuwvlL�smm�t FLOOR JOISTS AT 24'CC WILL SUPPORT 50 PSF LIVE b DEAD LOAD l)ae]3NSne<t FLOOR LOADING. onowa flmldeffii➢ OWS)PTFLOORJOLSC ROBIN BUILDERS. M 552 S.STATE ST. 2X4(6)Pi HEADER BETWEEN lBdlT N70TM 6' 8' t0' R'6" 13'6" p�,ggd.� SODS 3'x-12DNACS6'OC LYONS,GA 30436 FLOOR JOIST 2X4 2X4 2%6 ZX6 2X6 912-526-3266 20!3 GALY.ANGLE PLATE e-3'X.120 NANS PE mOF SKIDS 2 2 2 2 4 vms - 2JUPT HEADER BETWEEN FLOOR DETAILS SIODS-3'I-120 NAN.SWOC DOUBLE PT 2X6 SKIDS B' LO' 60' B4" 84" 40" SAGSON H4 OR EQUAL ON SIZE tOX 1B OR LESS FOR 125 PSF FLOOR LOAD 16'OC OR 24'OC BOOR JOISTS CAN SQ�SON H1LL20R EQUAL NOTE DOUBLE 2X6 SIODS DADOED 12S DEEP TO RECEIVE 0E ISEO 50 LONG AS O,MEN510N B"IS DIVIDED EQUALLY @ 42' ON S<ZEt0n180RLARGER fLOORJO13T6(6)3'X.7211 NALL.S AT EACH Vnm A CENTER SKID atio AN EXTRA SKID IS PLACED UNDER EACH CONNECUON OtJfJOE WALL TBC 2017 �, FLOOR DETAILnAA NONE" 2°T N.TS �NONE PSI APPROVAL 2018-01-15 FRAMING FOR AME)RICANA,CLASSIC,RUFFY 2D GA 2-7 X 4'MITEK CONNECTOR PLATES HEADER DETAIL MAX SPANS&FASTENING - EMBEDDED BY HYDRAWC PRESS HEADERS 1-2.4 2-2X4 2•Z(B EACH SIDE OF JOINT WITH1? WIM12' 12 2D GA X X OCONNE-CTOR PLATES PLYWOOD PLYWOOD 3 AT THIS CONNECTION ON I4'WIDE ® ® ® UNITS ONLY N' OR 1® OPMXNAL EAVE rMAX--h- DOUBLE 2X4 SYP 91 ND STUDS&DOUBLE ' 2X4 SYP 91 IOD RAFTERS AT EACH END STITCHED WM X MAX SPANS ??S' 84' BS -12D HAMS 12'OC FASTENING 3.130'z3' 6.730'x3' -730'z3' 122X3BLDCK--" 9191 f0)IACX STUD H o NA9.EA HAILEA NAILEAEND ATDOOROPEN24W 0 ILL SPAN&FASTETOM 1X4 SYP92 ND BELTLINE DADO INFO STUD SN1S t�14 1 117 X 12,26 GA,GALV.STEEL PLATE (2)3iN12D NAp�SAROLR�7i1 P�ERDItECTiIX4 6 TOP&BOTTOM OF EACH STUD ® (B)1.2S XAW MATS OW.) •120'N KDBOTTOM PLATE ILS Ir SPACING DOUBLEPT2XBSIODS I "o F- 13' 6'MAX- -{ ANDWINDOWSTOVARY MAXSPANS 48' _ 1 NOTE FOUR SMS UNDER 1316 WIDE FLOORS ONLY I FASIENWG 3•.1 EA TYPICAL.DOOR FRMDNG: END WALL FRAMING MATDMUMDOMSRE- QON, N.T.S. lcmX110'H �o 12 VBa 1X4SYP92 MIRIIN SURFACE!mAx 3 ��EMMBBEXDDDED BAY HYDRAULICRCRP E,SS� psi yam �3 WffH(J)7l18'X2'18 EACH SIDE OF JOINTSTAPLES PER CONNECT(ALT)20 GAUGE STEEL HAT CHW!(2)2-1N'10).131 HT NAIL PER f 1 ten. wm C(3)3-Xl2DNAL.S PEN CONNECTION 2X4 BOTTOM CH0FWS ON 1D'.115' DELETE OH ON AMIRICANA' fl &13V WIDE UNITS ONLY aNnRUFFYMooes � �.m 2x4 SYP 911m STUDS&RAFTERS 24'MAX SPACING SMDX-.SEE NOTE 414 90'MAX. `RStISBlMSBSVIitDERS.MC. -1X4 SYP 92 ND CONTINUOUS fTELTLINE,DADO INTO STUD `912 5 64T�E 66 6 (2)3'x-12D NAILS PER CONNECTION STUDS TOE-NAILED TO BOTTOM PLATE,(4)3Y130'MAILS(TYP.) ll 2X4 SYP 91 KO BOTTOM PLATE-3x.120 NAIS B'GC�olaesl IEII�,�oG RUFFY,CLASSIC, �7a, 1I�8f''•. AND AMl7LiCANA `d'. � FRIWING DETAILS 17/YX12'26G7IIpGFALLV�-STEEL NPEL�AD DOUBLE Pf2X6 Sl®S � Nn 63t39 AT EACH 8) T.C1.1DS NAILS(TYP.)OR II 45100.E ON 13V WIDE 6'MAX-- CROSS SECTION DETAIL N.T.S. PSI APPROVAL 2018-01-15 FRAMING FOR RJORURAN N7AE GABLE ORIENTATION IS SY �, ago V*OAC* 01REGTIOB CAN BE IN EEfWIO ^ 0 I r12 N [RREALV7EW 25 :SEE NOTE#14 m �+ Pn ibPat&..v�� ''a` 1 10 X 16'26 GA.GALV.STEEL,Pn iatenck taa"m STRAP AT TOP OF EACH STUD ON S14853Mttmx GABLES-ATTACH TO TOP OF RAFTER Rrtmuta.ttart�3281s &OVER RIM&TOP PLATE TOS p ramoMc,.r:r�.aae6 (8)1.25'X_1RS MASS(n'P.l2Y4 41 SYP VERTICALR94 OVER 2.4 41 SYP TOP PLATE3'Y AB5'NAI S 6SPACINGSIDOLMSEENOTE41441 SYPKO STUDS s 771rXlr26 GA GALV.SfffLP]]M214 WI21�SVPKD PLRLINAT B�OiTOMOF EACH STURAILSYP$Rl20(8)1.2S'Y.+05RAIL$(TYP �1E Qy 2X4(6)FLOM JOIST P 41 BOTTOM PLATE mm t MAX_ 13'b' MAXAXIMUMX � END WALL FRAMING FASTEN Wl 3*.i2O NAIL IrOC 5rO PLATE CONNECTION N.TS_ A,;OVR21 ECONT 3 E of NiOM �o �,,,..f 2IlYlS'25G5TEFS.sTRAP Qq � n — 4+4 TOP OF STUOBRAFTER CBINECTIQV V bNN z TX447 SYP STU05 i&)1.25 X.i(D'NNAILS(1YP.) ROOFING.SEE NOTE fq Mom 3 24^NAXSPACiNG OR a a 1X4PURL➢Y RAFtER52xt SYP 4f ON 14'CENIBiSBE/{RRiG 2X441 SYP BOTTOM RATE NOTE:�ONAL 3'� D3FtECTLY OVERC'�,ASLEYYAUSTtlL3.4 USE SINGLE 2X4 RAFTER FOR SPAN MAX.Sr+7fJ'x tr 26G GAIV STRAPS—' ATTACH TO GABLE RIM W/4-S' .t2P NA0.S Ew END BON.E0. W ST TO RRIJDIST DOUBLE STUDS AT CORNERS SUTR3 ZY2C 41 O E Y NAtL N&' �ANl35• FASTER W&11F4'Y AWNAMS 3Y_127P'NARSONWSPACING ATTACH TO GABLE R7M Wl63't.taTNAR.S EA END SIDE WALL FRAMING . ROBIN BiRIDLTtS iNG. 552 S.STATE 51'. 2X441 SYPSTLR?S LYONS.GA 30t,35 N.T.S. 24'O.C. 912-S2G-3255 2-3'Y.12V NAILS EAEWi 1tt7t71 TOP +X4p1(RLWOA BOTTOM MPATES lNSO STt16S �FLOORIN -SEENOTE4t6 1+•__— ,y FIORIDIAN S®RIG:SEE NOTE474 FRdNING DECAILS Na531m 7*; 11R'x+2'2SGSTEELSTRAP _ >P TOP&BOTTOM OF EACH STUD R` 2X4(5)FLOtN2JD4ST 'TBC 2017amop " �'' TYPICAL CROSS SECTION 'I2-20-17 4 OF 8 IU }1t SCALE 1J4'= 7' '13 NOTED PSI APPROVAL 201"1-15 N4FvhNc, GAMBREL DARN FRAMING DETAILS 1X4 SYP 02 PURLIN SURFACE NAILED wITH ry�l (3)7116•X r STAPLES PER CONNECTION �[OOENEi (ALT)20GAUGE STEEL HAT CHANNEL s el.,wds�.aaamnes a. �Trp IRIS CONNECTION ash Wlm2-1Ft'XO.ta1 HE NAIL PER CONK mn.kv.,nwv 20 GA.2.W X4 MITE(CONNECTOR PLATES Ilulndsr2n - 12 EACH SIDE OF JOINT 1SF o HEADER FOR DOOR OPE N24GS ONLY DOUBLE2X4 STUDS&RAFTERS , R5a�6fb1 AT ENDWALLS ONLY Is�mcwmaa STfTCH TOGETHER WITH 3'x.120•NAILS a'SPACING RR�J;I1R.�1QI Isxn:wloos UAL EACH RPSONAF rER TKO STUD ILL SPAN&FASTENING CONINECRON WH61IL7�•:1-71I 2 SN I C 1-2t4 NAILS PER ANCHOR o 0 2.461 SW STUDS 24.00 MIN ® O 1 I W X tr 2B GA GALV.STEEL PLATE 1X4 PURIJN ATTOP&BOTTOM OF EACH STUD 1X4 PURUN 2P-3'x-1 S WRH(8)1.2'X.1DS NALS(TYP. ER (3)?X.120LL I EC ONSAT 3R1D MAXSPAN 48• TO PLATE CONNECTION •.o FASTENING 313D'x3' __ 2X47HSYPBOTTOM DOUBLE PTDCB SKIDS - &TOPPLATE HEADER OET MAT SPANS&FASTENING NOTE FOUR SKIDS UNDER 13V WIDE FLOORS ONLY TYPICAL DOOR FRAMING-'13' 6'MAX. IV11XlMl7M DOOR SIZE- ti !oN . HEADERSf2xf 2-2X4 2-2X6 10a'W X80'H <,o„✓i O PLYWOOD PLYWOOD END WALL FRAMING ; cm ® ® N.T.S. yZH Z 144XX4 12 20 GA 25'X 4'MTTECCONNECTOR PLATES ly�°f ® 35 r— OR EQUAL EA SIDE OF CONNECTION ^n m MAXSPANS ms, Be SS 12 ZX4 S1 SYP BOTTOM CHORDS ON a FASTENINGNAR F NAIL EA EN NAR EA t6 1Q WIDE&11i WWE ONLYxBN N 1- . L'u �'DOUBLE TOP PLATE CONT.2ffi OVER 2x4 SDUPSON H2 OR EQUAL x Wv>•. EACH RAFTER TO STUD zXA of SYP STUDS a RAFTERS CONNECT)ONSCREWS PER ANCHOR Mw C SPAING z4• ---- RO®N BUILDERS INC. z 5``92 S STATE SY. SWING:SEE NOTE M4 `N (9 526 326f 6 _o O 1XA PURUN Ur X 1r25 GA.GALV-STEEL PLATEEACH STUD �`"TyeFNBE`�O'� MOD WITH(a)12Y TO NNLS(TYP.) GANBRt1 BARN 2X441 SYP BOTTOM PLATE FRAMING DETULS �T7P Nh 53M {7= 1/1212 018.- DOUBLE PT2XB SIDOS QOUEGF NOTE STG0.5 UNDER 136'W WE FIl)ORS ONLY �CBC 2017 13' 6-MAX. `12-20-17 5 of b CROSS SECTION DETAIL 'NONE PSI APPROVAL 2018-01-15 MTS. FRAMING FOR STEEL FRAME ROOF PANEL ATTACH TO ENDWALLLS HEADER DETAIL MAX SPANS a FASTENING r SIDEWALLS&ALONG RIDGE WITH HEADERS 1-2c4 2-2X4 2-2X4 ROOF PITCH VARIES #10 x 3W SCREWS ATE•SPACING f7.2S' TOMAX3 M2 12 O 18 GAUGE mat 3.5(-. 0. MPLA NOTE GABLE ABLE ORIENTATION w IS EITHER O ES SINCE CAN BE Qi EITHER Go I I� O L_t © OPTIONAL EAVE 3•MAX--{3• r MAXSPANS 223 fir OS' DOUBLE STUDS AT DOOR OPENINGS FASTENING 2--#lOOx3W 4-910x314'1DA7__O'x314 STEEL STUD SCREWS SCREWSEACH Eft EACH END EACH FND DUGFOUR PER CORNER FOUR PER CORNER O ILL SPAN a FASTENING V.GAUGE STEEL BELTLINE SILLS 1-2.4 CONTINUOUS AROUND PERIMETER 70 FLOOR Wf 1!4'x 2112.' BOTTOM T2 irz TTACH (3)S'x.12O NABS PER CONNECTION WASHER a HEAD LAG BOLTS 02 CENTERS& 18 GAUGE STEEL STUD PLATE DOUBLE BOLTS EACH CORNER MAXSPANS 4W &EACH EDGE OF DOOR OPENING FASTENING 1H0x3l4' QQUBLE PT 2Xfi SKIDS i9mI(� o 13r 6•MAX- TYPE AlIIJ LOCATION OF DOORS NOTE FOUR Sl4DS UNDER 13'6 WIDE FLOORS ONLY AND W@JDOWiS TO VARY TYPICAL DOOR FRAMING: END WALL FRAMING MAXIMUMDOORSUE- Qo;, N.TS. 1GB1NX79'H y y19I oO m CONTINUOUS BELTLLNE& �7m a Nz« wTBOTTOM T wCORD�FTEaswm TOP a BOTTOM PUTEs o >m 4-1110x3/4'SCRtIVS EA END THROUGH ROOF PANEL CODEREVIEW RAFTERSATZrIAAX (2)Ot0z314•SCREAM PER CONNECTION Pn 61etY�"a'"" c OF MO NA S�TIN� BETWEEN STUDS AND PLATESo.wwo�m�rm.uaw o: a� Rm E,IesRIdN6h OPTIONAL EAVE 3•MAX 0.84QS145T{ G STEEL STUDS&RAFTERS 24'NAX SPACING ISxS�II@A6 o.pmenermq.er,mer,.et�rE �"""" nlctsm:uve�mv S90IIG:SEE NOTE 014 ��•� Base RaM n T��6 �gU tRpE85,0IC 90'MAX. `` STA1133�Epp�S�33T CONi1NL1011SBa (926 32666 T I Exaw[[I perrsRn. BOTTOM/rWA HER FASTEN W/1/4'x21/tWASffBd HEAD 20 GAUGE STEEL LAG SCREWQ EA STUD BOTTOM TRACKCONT. DOUBLE PT 2X6 SKIDS I =* �6�T11B •: OF ROTE F-OURSI®SUNDER 13s WEE FLOORS ONLY I - ;o,� sWE Il: "FBe zon l`'r'2aa°N``CA�� 12-2f1-17 6 of 8 STEEL STUD DETAIL IQ CROSS SECTION DETAIL NONE �T•� PSI APPROVAL 2018-01-15 TRUSSFRAMWG FOR PORCH MODELS c1Ftvn c- 2X4 SYP S1 TRUSS RAFTERS 2° .G V DouBLEz:asYPnlTRussRAFra4 OiwrerrowAus 85TITCH TocETHERwf3:0.7zIY NABS B'DG %AEMBp'••.�sy DOUBLE TRIES 20 GA.2S X4•TRi)SS PLATES`: •';7�% �O n AT ENOWALLS EIDTRUSSE524'OC NOTE GABLE ORIENTATION LS SYMBOLIC EACH SIDE OF TFIISS ={r; I'b•�� •:7}_ avo SINCE GABLE CAN BE IN EITHER - {_ _ 12 /�Q/Q IDNGPOST ON TRUSSES' �O•'•. eWEaF � DOUBLE TRUSS GI FPfOVFR PORCH sp-SS OVER WALLS 25 .2a0D....0 � 172 X tr26 GA GALV.STEEL PLATE (e).tos x is NANLs LI W12 GALV STEEL HAT NAILSCHANNEL G SEE ?14 O- W!(2)2-lbt'z Q731'Hi NAGS PER COML 4St .21110 c 23z.12B NA0S 7)(4 EACH Et4D yL SIDING:SEE NTE9W W1 O �a a t tfr X 1Y 26 GA-GALV.STEEL PLATE 1IX4 PURILM 1��2X��43�S-YPMPURI.M1 TOP a BOTTOM OF EACH STUD a Par ROOF FRAMING (8)1.2Y x.105-NAILS(TYP.) CONNECTION N.T.S. 2X4(6)FLOOR JOIST DOIIinF Pi 2X6 SIO°S t MAX- �{ TYPICAL DOOR FRAMING, 20 G GALV STEEL HAT CHANNEL I MAXIMUM DOOR SIZE W/J2)2-IW x a131'HrNALLS PER CONLL DOUBLE PFTRUSS 7tpp--w X 7S H 2-7z.12('GALVMARS NOTE FOUR S MS UMXR 13V WIDE FLOORS 04V 7 tfr z 16'26 G STEEL STRAP ATE'SPACING FO p TOP OF STUD w TAIL END OFTRUSS—_ xhet-'A. - 4J n I rcO psi (8)12 X-10s NAIS(TYP.) C yaiO oow END WALL FRAMING 0 35tIr tBGGALv.PLATES ON 2X4PT NAILTO UNDG25t0E oz 2 OUTSIDE SURFACES OF47APOS S OF TRUSSES 23'z.13r GALV EA PLATE MARS ON 6SPA(•NG OOF iwnasm.. Nym 3 10-3Sc0.120'GALV NMS ' ������ RING SEE NTESI4 H� W 20 G GALV STEEL HAT CHANNEL ,2�m .a Wr(2)2-I.-x(L13I-HT.II.PERCOFIL 14 a o� T PORCH DETAILS FSTUD&�G�L T"` nu�"��® TOP OF SiUDBTALL EN°OFTF915S a� (e)126-X,107 MARS(7YP.) N.TS DOUBLE 2.4 SIP PTTOP RIIA JOIST OP IONAL3"' 1 Vrzt6.26GSTEI35TRAP RON OST CTIX�df. OVER 2z4 SYP PT TOP PLATE CONr, NONS RAL TRUCTU EAVE PoM TOP GF STUD 6 TAIL ETD OF IS FASTEN W12-3 z120 NAILS EACH 3 (8)12V X.IW WARS(rvPJ 4X4 PT HEADER SUPPL)RIEDBY 2x4 PFJACK STUOS 2x4 SYP PT TOP OPEN PORCHAREA PLATE CONT. R08IN BNLDERS INC 2X4 F15YPSITAS MAX6•SPAN WALLTOCORNERPOST 2X4MSYPSLUDS 5525.STATE S'F. 2-r x.12P MAIILCH@41EAE NENSS 4.4 Pr POSTS AT EACH 2PMAXSPACIIG LYONS.GA 30636 W%WffRNFR 24 IH SYP BOTTOM 9I2-526-3266 TYPICAL WML FRAMING PLATE-INTERIOR ZX4 PT RARINGS 1X4 PURL YV DADO® WALL OPaY MAX G OPENING INTO STUDS FLOOR[ 7X4PURLIN / /'NON6 SEE PORCH MODEL SIDING SEENOTEIII4 FRAMING DETAILS 2X4 Si SYP BOTTOM PLATE 1 1?x 12.26 G STEEL 3Y.120'NAR 3 SPACING ITOT.OF EACH STUD TO RR1 JOIST 1 lrr z 1r 26G GALV STRAPS Std z 6 PT FLOOR OCi74A1G 31cir 18 G GALV,PLATES (B)12s X.10S NAILS(TYP.) BOr OF FA SRAITO RB/JOSi ON PDRCH 6Y.Y ON 20UTStDE SURFACES OF 2X4(6)FLOOR -FBC 2017 FASTEN W/&11p'x.tOSNARS TOP 6 BOTTOM OF4z4 PT CORNER 12-20-17 7 OF 8 POSTS-1D35c0.12D-GALY NABS EA PLATE CROSS SECTION SIDE WALL FRAMING "°T�° SCALE: 1/4�= 1' PSIAPPROVAL2018411-15 y R PLYW OOD2.4 BASEPLATE GENERAL NOTES FL(> 2x4M67 PT RM JMST FLOOR�TST 2'x2'xLIW ZINC PLATED WASHER 3/4'PLYWOOD FLOORItdi L BUILDING ANCHORS /LII EARTH SHALL BE it2'X4•WTLW tAti BLOT 2x4 BASET+I.ATE MOBDLE FlQME TYPE 1/2' OR HELIX EYE ' ANCtLORS By HOME PRIDE OR EQUAL WITH ANCHOR ATTACHED TO BUILDING MINIMUM EMBEDMENT OF 24'AND WITH L!2'x4'GALV LAG BULT 4t6)PT HIM JOIST AVERAGE HOLDING POWER OF 4,0004 iFiRCJGFM WAS".THEN EYE OF 2.BUll-171NG ANCHORS INTO CONCRETE I/2' INCHR,THEN RIM JOIST 6 WEDGE ANCHORS VITH HIM 3'EMBEDMENT INTO END FLOOR JOIST 2'x2'xT/B'ZINC- PLATED WASHER 3-ANCDIRING SYSTEM TO ANCHU PER LOCAL /RhtiE BUILDING CORE LOCATE ANCHORS PER .. L/2'X4'GALV LAG EMT SPACING REQUIREMENTS 13 SHOWN WITHIN 4.ANCHORING SYSTEM TO CONCRETE SLAB PERLOCAL BUILDING COW-LI]CATE ANCHORS c PIE SPACIN REQUIREMENTS SHOWN WITHINPER RMUIRTNEi IA-EYE AUGER ANCHOR WITH ARCHER ATTACHED TO ffiULIHMG S.END PAD SPACING IS END OF BUILDING TO REIXANCHORIIRE)EJRT5�1i� 4'SINGLE HELIX 6 MBL WITH t/2'x4'GALV HAG BOOT CENTER OF END PAD OBEO) 9 OF 24'.LOtATE THROUGH*,DER THGN EYE� 6.PAD SPACING OTHER THAN END PADS IS ANCORS ONLY A[.RO Ld4G ANCHOR,TlEM RA JOIST a CENTER TO CENTER SIDE Or BUI DRM END ANCHORS INTO 0VD OF FLOOR JOIST 7.BASE IMF EACH PAD TO BE B'x16'x4'*SOLID WITHIN 2'OF EACH END.THEN CONCRETE BLOCK CLEMENT AND SAND NTX} ti'VAX ANCHOR SPACING. S.HOLLOW OR SOLID CONCRETE BLOCKS MAY BE BRY-STACKED ON PADS FIOR HIGH SETS 1/2'EYE AUGER ANCHOR WITH UP TO 4B'VITHOUT REINFORCING L SHED WITH ATTACHED SKIDS SINGLE,�„L HIM 9,ANCHOR SPACING IS BASEB ON ASGF 7-l0 EMBEDMENT IF 24'.LOCATE RISK CATEGORY 3 BUILDING EXPOSURE$ L)riD o END VIEW �e ANwCRS ONLY ALONG LONG 160 NP.H.(3 SEC GUST)EXPOSURE C y N s SIDE OF BUILDING.EtaO A)47ORS 2017 FLORIDA BtiTLDING CODE 6th EDYMN SCALE,H,TS. WITHIN 2'IF EACH ENO,THETA i0.MAXDARI INTERIOR SIDEWALL HEIGHT OF rr��ran a NT MAX ANCHOR SPAC]N& BUILDING IS 8'0' INSIDE WALL HEIGHT K� ! (n LIT.MAXIMUM WIDTH OF FLOOR IS 13'10'WIDE C4 Ia MAXIMUM LENGTH IF FLOOR IS 5W LONG 94 i� 1a PIER SPACING REQUIREMENTS SAME AS - '}�j I z N AUGER ANCHOR SPACING REOUIREMENTS R n n� ANCHOR ATTACHMENT DETAIL o SCALE NN.T.S. ■psi C n FOUNDATION ANCHORING TIE DOWN SYSTEM EUDERMEW TO BE SITE DESIGNED AND LOCALLY °n 2x4 BA N ire ZINC PLATED NUT An m.mLE�wm PERMITTED xraas3nlsaeex 3/4'PL CD 2'x2'xt/0'ZITS PLATED WASHER 26 GAUGE G-%GALV O+Wnd°.A°nAVJr83s 2x4(6)PT RM JOIST 12'VERGE ANCHOR WITH STEEL ED BRACKET I/2'x>r EYEPSO.T af�Isv4Nmy 3'HIM INTO SB.ID CONCRETE SLAG ATTACH STUD L FASTENED W/ I:GI,SL014IIaA ML EYE aLR.T ATTACHED TD ANCHOR WITH TMMM 2.4 VAL.LPLATE MI41-aM x I25' oePomr�asaNecYao.cm va+t: 5 tl}!/2`x2'ZP&ILT,2r 2'x2'xI/B` L 2x4 PT BOTTOM PLATE RING SHA`K GN-V lUxO.S Rr[a>�sGrEo zffi LL,, ZP WASHER,MD I2-ZP NUT BE KA< ' LGNG AS )sxtN:Nuatax, (a)2 526-266 BE MAX 3'ALON6 ALL 4 BASEPLATE T "':• S w= A-24 SiLH SGH C[r EfAIAU FOUR WALLS WITH12 WITHIN I' I EF MM 4' `ti:':--:.?`i�r-_C $will UPLIFY WIT"V2'VEBGE CORNER. 1' 2'x4'P.T.BASE ``TLTTIH ' J- A.YC'HOR HIM 3'EMBED VENT. EZH E(� CONCRETE STAB BY L LOCATE ANCHORS DMDY ALONG 'T -_ SCAR BY qL'?•:yycEt g•pq OTHERS LOCAL CIQE Ata7;1fOQS WITHIN 2' EACH WH 4' _- AVIDD S L➢LAL C01E '.,ry� 71E DOWN DETAILS ANm xp,snn TmH AND.ORISDMCTI011 APPLY END.THEN 3'NAX SPACATi -I- ={r; N.63M -". APPLY SHED WITH ATTACHED SKIDS SHED WITHOUT FLOOR oawN ANCHORED TO CONCRETE ANCHORED TO CONCRETE �o T2 20 17 B cI a END VIEW END VIEW �`� TIN " %S NOTED SCALE,NLTS SCALE,KTS PSI APPROVAL 2018-01-15