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18-20143
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20143 BUILDING PERMIT PERMIT INFORMATION. LOCATION INFORMATION Permit Number: 20143 Address: 5930 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: 11-26-21-0010-00600-0070 Improv. Cost: 2,872.95 OWNER INFORMATION Date Issued: 8/23/2018 Name: HERNDON FREDDIE R SR & JUDY A Total Fees: 82.50 Address: 5930 9TH ST Amount Paid: 82.50 ZEPHYRHILLS, FL. 33542 Date Paid: 8/23/2018 Phone: (813)355-3350 Work Desc: INSTALLATION 10 X 14 SHED CONTRACTORS APPLICATION FEES HOMEOWNER BUILDING FEE 82.50 y Ins ct' ns Required FRAME SHEATHING FINAL 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 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. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 2018143586 Rept:1984770 Rec: 10.00 DS: 0.00 IT: 0.00 08/23/20I8 K. R. M. , Opty Clerk PkULA S.O'PJEIL.Ph.D.PASC0 CLERK & COMPTROLLER 08/23/2018 01 45 I of I I : 2 OR 977 frn PG 1543 &0-n—cz OF P=ft NO. 2.0 TJWUMMMG1*=haebYe=in&=you ftfthwv=um1wJH be made to,'wu,real prqMW,and to=,dwwith Sects=713.13 of the Florida S4rtotes,the falW&g ioforata8on is provided is dds NOTICE OF CON3MC&h11 W. I Mosm"m dpoparty ftaf Ir"I"w Se f:•r Ir A" dowipffou ofinapwwwats. to 3.0wncr4ftwdou n)Nmc and ad&vu.-.z5-^ b)We=awl address offea skmph ddebolder(ifoiber a.=oww) 6)N=0 s6d addmw. b)Tctq&=Nw Fax No.(Opt) exam apdkddre= ObdowtofBotd: C-)Ulephone 14PI: FaxNo(Opt) 61Ander F- a)Now and address- U) Lq ov�No. SL20'LLU, Phone (0 Ui 7-ideMI6�ofpam—wkWn*eStoftofFImidadw%o*dWowngr,um—vmomnbdmorefitaido=neWsmqbemve&- 0 _j a)Name and add=w - - V)z 0 b)Telephone No,: Fax No.(0FL) 0 0EE < X a- :D 8-b addition to hh=14 awwdWpaes tAo fbMwbg0cam to raccive a copybf*a juw q ?s Notice�'pwovide-d in Scetkm (D 0 1.- LU LU LU LU U) 0 C6q)Xaiztv and&d&caL F- 0 — 0 No.(Opt) >-LL U- LX L) 93bprkagon date cfftfim oMom—mmmtqd(the eVhvdm doic Is ow yen 2=9w date ofm=dlug adiftcadffWis ZWO05- 0 v¢ow0 XrW,X . ; -i<WARWWGt6b*NZb ARY"P'A"Y'b*f-g*M1�tBYTJM4�IOVI��.Jililr]Ril[liiiltI�'.iiO]461t��k6ilCFOF <t- 1-- 1 -713,PART 1,U4cnoN 733A• 0>- Ocao U- '0 U- ul :D z 0 -j 110ROMMUM TO YOUR MOURTY. Ce- L r IW W TEUt JOB SIMBMART]IMPOW 0 M IX LL X <0 z ji ISMERORANATrORMYSJUMa 0 0 Z "=70 b co U- 0 0 0 U) U)\ F- z e Lu U) <uj L-4 lui Z CO) P F- 0 The forcipbg Mainmen t wasacimowledged before we fib of 9-dq 20 by (nwavafpuly cub6balfawham btftummg WAS Vv Type of1dcatificadva Pzo&wed DL &—Name L"i i . Valficglan pmSumtto Sadva 9IMS,Florida SWLUG.Under pacelft*fpqjwy,I dcdtm diet lbave mad fita fmcgoing and 919 the acti stated Jzk!tare true to the beg ofiq JcaowWV and bald DEBRA ELAINE RUFFELL Commission#GG 045343 k Expires November 7,2020 e �Upj- aaddThtuTmyFA1nIrA1Jw=$W3S6'70" 4a�j�yO'�U • I /�� ��LD llll)fl uuu���/// i--'•w' City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Co ctor/Homeowner: � � /,r �. ,�/ ( ��i• Date Received: //O �/ $ Site: Permit Type: �r1. , ad . 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. ff/ Kalvin Switze-- ans Examiner Date Contractor and/or Homeowner (Required when comments are present) 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received bIla 1phone Contact for Permitting g73 Owner's Name `''tell otie /-4 n 6/O17 Owner Phone Number / 3 3±;i:P Owner's Address /3� Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS /? ' L a -117- LOT# SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR H ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED,USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = /B-LOCKf Q// /FRAME 0 STEEL 0 DESCRIPTION OF WORK O f / �/ /Y locJ BUILDING SIZE /© !C L SO FOOTAGE Q HEIGHT =BUILDING 1$2197Z, g� VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ 2 =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 6 =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER . �ZCOMPANY Gh7 G✓Al SIGNATURE REGISTERED Y/ N FEE CURREN LLLN Address License# ;.; ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N 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 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,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;SQp-!Vork.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. (A/C 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 :_ . C NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" 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 understands, 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 work 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 government 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. - 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,"V° 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 stern wall construction, I certify that fill will be used only to fill the area within the stem wall. 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 violating the conditions of the building permit issued under the attached permit application, for lots less than one (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 work, 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 abandoned, 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 COM_M_EN_CEMEN_T-. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT ��Y'/ CONTRACTOR �b�ubscribed and swomJo(or a ed)before me thi�j Subscribed and sworn to(or affirmed)before me this /6 1S by Jam/,o /,P /�iFe2ncYoj, by Wh6 is/are personally kno n to me or has/have produced Who is/are personally known to me or has/have produced as identification. as identification. otary Public a Notary Public Co mission No. t-I Ci O13 Commission No. ��i'Cc Name r qtnmnpri Name of Notary typed,printed or stamped DEBRAELAINE RUFFELL _.Commission#GG 045343 &.1.o3ov- .8 Expires November 7,2020 BonM ThruTmy Faln lnsuranm 8W385-7019 DISCLOSURE STATEMENT FOR OWNER CITY OF ZEPHYRHILLS BUILDING DEPARTMENT jJ have read and fully understand and agree to the provisions 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: , I. That the owner and he or she alone shall act:as the builder for all phases of construction. 2. That the owner will comply with all provisions of the City of Zephyrhills ordinances and codes pertinent to the building. 3. That in the event various phases of construction are subcontracted, he will engage only properly licensed subcontractors and will personally supervise such work. 4. That in the event the Building Inspector shall require corrections to be made, the owner will assume full responsibility to insure they are made, and upon completion will call for a reinspection before proceeding with the building. 5. That the owner shall assume full responsibility for the construction and will not expect supervision of his work from the City of Zephyrhills Building Department. 6. That prior to final inspection any additional fees, including reinspection fees, must be paid in full. A written request from this office shall constitute an official notice to pay additional fees. . 7. That the owner shall comply .with all City, State and Federal laws in regard to social security, workman's compensation, lien laws, etc. , where applicable. 8. That the owner shall comply with all the safety codes issued by the Florida Industrial commission. 9. 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 with certain restrictions even though you do not have a license. You must provide direct onsite supervision of the construction yourself. You may build or improve a one-family or two-family residence or a farm outbuilding. You may also build or improve a-commercial building, provided your costs do not exceed $75,000. The building or residence must be for your- own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that You built or substantially improved if for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. 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. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. OWNERfS SIGNATURE DATE ADDRESS dI-A 57- Z tadi PHONE WITNESS PERMIT # lntertek-PSI Tel +1407 304 5560 1748 33d Street Fax+1407 304 5561 Orlando,FL 32839 Intanek.cOM&UNding January 15, 2018 Mr.Thomas Campbell Florida Department of Business and Professional Regulaelon Manufactured Building Program 1940 Worth Monroe Street Suite 90A la I I lahassee,Florida 32399-0772 RE.. Man AppiWall: ResidenthaB Lawn Storage Shad manufi-'Idu.ray.. RoNn 00ders,lne,QLVans,GA) Agency Man Numbein RUSON GA FECR2027 Dear Mr.Campbell: Professional Service Industries Inc.,an Intertek company("Intertek-PV%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,Gth Edition '2b14 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 sincereiy, Professional Service Industries,Inc. C.Marton,PE=2379 Rochard Olds,FL Smbfl-76 SM Department Manager Modular Plans Examiner l, Building Science Solutions Bultding Science Solutions CC:Wayne Hartley—Robin Builders, Inc.(Lyons,GA)—wdhrobin@beitsouth.com Irtertek is I a brand name representing the Intertek Group plc legal entities,including but not limited to,Intertek Testing Services 14A Inc.,Professional Service Industries,Inc.("INTERTEK-PSI"),Architectural Testing Inc.("INTERTEK- AV),and M-1 Group Inc.("INTERTEK-Mr). www.intertek.com/building ruzz ,fo% Waft, R%jtsiN BUILDERS, +DW L YONS, GEORGI A t N �p I O r N N •N C .47007 m¢ GENERAL NOTES - 4< 0 o� 1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE j 2017 FLORIDA BUILDING CODE 61h EDITION,2014 NAIONAL ELECTRIC CODE, 12.ALL WIRE SHALL BE#12 THHN SOLID COPPER WITH GROUND.WIRING ¢ 2017 FLORIDA FIRE PREVENTION CODE AND ASCE 7-10 FOR 160 MPH WIND VELOCITY PROTECTED PER 2014 NEC. FIXTURE LOCATIONS 8 TYPE MAY VARY. (3 SECOND GUST),EXPOSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 13.ALUMINUM WINDOWS-TYPE,SIZE,QUANTITY AND LOCATION MAY VARY. MAXIMUM WINDOW SIZE 48'WIDE x 36'HIGH. 2.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND > ,o ALL OTHER APPLICABLE CODES. 14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, MESA ALUMINUM,4'LAP ALUMINUM 518'P7 T-111 SIDING.VINYL SIDING 3.BUILDING CLA651FIED AS RESIDENTIAL LAWN STORAGE.501125 PSF FLOOR LOAD. W�ENERGY BRACE BACKER FIBER CEMENT PANEL,POLYCARBONATE NOT FOR HABITATION. OR LP SMARTSIDE.ROOF COVERINGS INCLUDE 29 OAUGE GALVALUME STEEL, m .. SHINGLE ROOF OVER 1/2'PLYWOOD WITH 2 LAYERS OF 15 LB.FELT OR q 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMATILE OVER 7/16'OSB AND 15 LB.FELT. a 6. I..n o 5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER 15.USE 2-1/4-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. 6.ALL FLOOR SKID 8 JOIST LUMBER TO BE#2 SYP KD PT 16.3/4'PLYWOOD FLOORING SURFACE NAILED WITH 3'x 0.120'GALV.NAIL SPACED ALL WALL PLATES,STUDS 8 RAFTERS LUMBER TO BE#1 SYP KD 8'EDGE/10'OC FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. � rn O m -•0 3 7.ALL WOOD WITHIN W OF GRADE OR IN CONTACT WITH MASONRY SHALL BE PRESERVATTVE TREATED IN ACCORDANCE WITH AWPA U7 AND 17.FOUNDATION•FOOTING AND ANCHORING OF UNIT WILL BE THE OWNER'S FASTENED WITH GALVANIZED FASTENERS. RESPONSIBILITY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC REQUIREMENTS AFFECTING THE INSTALLATION SETUP AND UTIUTY C o O F S.TRUSS DESIGNED TO SUPPORT D.L.+L.L.=35 PSF. CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL a RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE 9.ALL ALUM NUM SIDING/ROOFING TO BE 3D04 ALLOY CONFORMING TO ASTM 8-209, REQUIREMENTS FOR THIS STRUCTURE. adavtek• 32,OD0 MINIMUM YIELD STRENGTH. , 18.ROOF DRAINAGE PER 1503.4 8 R903A i��• 10.USE#8 X 314'TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN ALUMINUM LAP SIDING AND FRAME.USE#8 X 3/4'WITH 1/2•NEOPRENE43ACKED WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS SPACING AS FOLLOWS: ROOFISIDING-PERIPHERAL MEMBERS 5'OC �..rarlm,.um ROOF/SIDING-INTERIORMEMBERSI0.00 FLOOR LIVE LOAD: amw>nn SIDING-12'OC BOTTOM PERIMETER A.50/ "` 125 PSF ��,�c�www 12-'26-3266 6 ROOF LIVE LOAD: 11.0001�SHALL BE 1'X 1•STEEL TUBE WELDED FRAME WITH AN ALUMINUM a DD PSF PANEL NSERT WITH STRUCTURAL LINER AND PIANO HINGE.DOOR IS ATTACHED TO VERTICAL DOOR JAMB.OPTIONAL DOORS INCLUDE ROOF SNOW LOAD: DOUBLE ALUMINUM DOORS GARAGE DOORS,AND PREHUNG STEEL DOORS.TYPE, NOT APPUCABIE ��'(N E Y''i AMERICANA, RUFFY SIZE,QUANTITY AND LOCATION MAY VARY.DOOR NOT SUBJECT TO HEIGHT WIND LOAD: �`' FLORIDIAN, GAMBREL AND WIDTH REQUIREMENT IF BUILDING IS«gpDSF PER FBC 1010.1.7(8). =VCFIISF+� A.uLaMATE 16O MPH;Nouvul 124 MPH `•••' •_� BARN. GREENHOUSE B.w3x CATEGORY 1 _*: Na$3439 CLASSIC, PORCH C.B WwD D�OSURE CATEGORY * *= MODEL, STEEL D.CCPI.+-ss INTERNAL vREssuRE 9/4P/POfEi � ••, B1ATE W 'FBC 2017 " '� f?oaQ `12-20-17 1 of e �h PSI APPROVAL 2016-01-15 �1 EPHVRHIL 8 1 ALL WORK$HALL COMPLY WIY'H PREVAILING MLANS EXAMINER CODES FLORIDA BUILDING CODE, 'NATIONAL ELECTRIC C®r)E, AND THE CITY OF ZEpHypjq,LLS 0 FRAMING FOR AMERICANA,CLASSIC,Rm "X 4'MTTEK CONNECTOR PLATES HEADER DETAIL MAX SPANS&FASTENING EDDED BY HYDRAULIC PRESS HEADERS 1-2x4 2-2X4 2-2X6 H SIDE OF JOINT WITH 1/2• WITH 1/2' 1220 GA.3'X 6'CONNECTOR PLATESPLYWOOD PLYWOODAT THIS CONNECTION ON 14'WIDE ® ® UNITS ONLYOR-4X4 OPTIONAL EAVE 3'MAX—ki• UBLE 2X4 SYP II7 KD STUDS 8 DOUBLE® X4 SYP ff1 KD RAFTERS AT EACH END TITCHED W/J-X,120 NAILS 12.OCMAXSPANS 22S' 69' ' �2X4 SYP#1 KD WALL STUD WITHa FASTENING 3-.130•x3' 6-.130•x3• 6-.730'x3' 12'2X3 BLOCK2X4 SYP 01 KD JACK STUD NAIL EA END NAIL EA END NAIL EA END AT DOOR OPENINGS OD SILL SPAN 8 FASTENING _ o 1X4 SYP 02 KD BELTUNE,DADO INTO STUD �`a SILLS 1-2x4 ZZ 1 12'X 12.26 GA.GALV.STEEL PLATE CONTINUOUS AROUND PERIMETER TOP 3 BOTTOM OF EACH STUD (2)3'x.120 NAILS PER CONNECTION .0 (8)1.25 X.105 NAILS(TYP.) 2X4 SYP 91 KD BOTTOM PLATE CEO3'z.120'NAILS 8'SPACING DOUBLE PT 2X6 SKIDSTYP ^ MAX SPANS 48' P' IS' 6'MAX. AND WINDLWS TO LOCATION OFDOORS AND WINDOWS TO VARY NOTE FOUR SKIDS UNDER 13'6'WIDE FLOORS ONLY F FASTENING 3-.13D•x 3• END WALL FRAMING MAXIMUM DOOR SIZE- IL EA EN TYPICAL DOOR FRAMING: W ro N.T.S. 1081W X80'H qy' yam oU 12 C FoN _ 4> 1X4 SYP f2 PURLIN SURFACE NAILED 3 20 GA 2.S X4'MITEK CONNECTOR PLATES EMBEDDED BY HYDRAULIC PRESS WITH(3)7/76•X2.16 GAUGE EACH SIDE OF JOINT e✓� �'; N j STAPLES PER CONNECTKMI Z (ALT)20 GAUGE STEEL HAT CHANNEL W/(2)2-1/4'XO.131 HT NAIL PER CONN. C (3)3'X.120 NAILS PER CONNECTION 2X4 BOTTOM CHORDS ON 10,11'6• DELETE OH ON AMERICANA OPTIONAL EAVE 3'MAX--kt' 8 13'8'WIDE UNITS ONLY AND RUFFY MODELS wcnxoxn n�s,ssyx 2X4 SYP 61 KD STUDS 8 RAFTERS 24•MAX SPACING uuacoimus nrt�ns,nrcwon SIDING:SEE NOTE 914� L°'��c'6 •--� 90' MAX. N'BIPL.5 TD�fi INC. 1X4 SYP 92 KD CONTINUOUS BELTLINE,DADO INTO STUD r?2?. 6. AT (2)3'x.120 NAILS PER CONNECTION STUDS TOF-NAILED TO BOTTOM ````71t11 PLATE.(4)3•x.130-NAILS(TYP.) 2X4 SYP ff1 KO BOTTOM PLATE,3'x.120 NAILS 8'OCR"��SH I'I'/E Vp RUFFY, CLASSIC, �F '• AND AMERICANA 1 12'X 12'26 GA.GALV.STEEL PLATE T 2X DOUBLE P6 SKIDS `'r+ •. FRAb11NG DETAILS AT EACH&7Up'Tp FlppR CpI.7NE�T ON 4 SKIDS ON 13V WIDE _='u_ N.69f90 (e)1.25'X.705'NAILS(T7P.� I 7� ITS —IS' 6'MAX. 111212 O18� .p ��.1�•,• srn1E� � tBD 2017 •• -'••a?!aW`• ��°�� 12-20-17 3 of B CROSS SECTION DETAIL °�� I N7,.� "NONE N.T.S. PSI APPROVAL 2018-01-15 ALL WORK SHALL CompLY WITH CODES F H���uArLrNG �� ®F��� lam! NATIONAL ORIDA BUILDING CODE, AND THE CEO O'r'RIO CODE, � �l �NeR tL` ORDINANCES OF ZEP6 YRkII.S �� �0" Sheds e Plan R" view Comments 1) Alf property markers shall.be fully exposed at time of:irispection:., (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 not be.installed_in:easements, 5): Shall beset in:tlie rear.or side yards: . . . 6 Only 2 accessory buildings.per parcel.: 1). Sheds shall.'not be rented or inhabited. 81 Must meet and.follow,all_conditions of ordinance:780-01 9): :N6.accesso.ry building shall be larger than625 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:.vinyI.::AIuminum„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 riht.of way- 9 : 14)Fenceshall be:no taller:than:6 feet in the.-rear and sides of home: 4 feet from the front of home: . . _. . . 15)Good side of.fence.shall.face out. : :_ ' --- Frmnm: Gail Hamilton Sent: Wednesday, August 22 2018216PIVI To: Jacqueline ooVes RE: 540B11th st Hey Jackie This is what | have..... 59O39mSt—Shed: CRAOkay S2373mSt—metal roof over shingles: CRAOkay SQSO13m5t—solar panel ..need location of panel for approval p--� Looked for email on the 15 m for 5409 1 Ith St didn't find anything.....1 am working on agenda items but will bring copies of permits when | get finished. Any luck with Pizza Hut Transportation Impact fees? Gail K H2[OiMDO [)i[5{tOF Community Redevelopment Agency City OfZephVFhillS 5335 8th StF88f ZeDhV[hil}s, Florida 38542 [}iR3C[ 813-780-0202 From:]acqueUneBoees Sent:Wednesday,August 22,2O1812:48pK8 To:Gail Hamilton<G Hamilton @ci.zephyrhiOy.fl.us> 5�911th st Metal roof over as well for First united church sent over via email on 15th of'August 5409 11th St?could you check onas well.. Sorry about the enoai\s. | hate ennaUlng- 1 vrty yr&tyiiy►I1111t;T'erfnitApQitCatiofl Fex�137B00027 Bultding Department Date Received © Phone Contact forParmlttin 1 I Owner's Name YtGrd r _ n -P� Owner Phone Number J 3 �✓f3� 3'��� J Owner's Address 36 Owner Phone Number ljI Fee SimpiaTitiehotder Name Owner Phone Number \x_ ) - j Fee Simple Tittehoider Addre✓s�sy JOB ADDRESS •� !.3 a I m Sr z -/r ,R i 1 a _q Z - LOT#. SUBDIVISION PARCEL ID# 4 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW comet 8 ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED,USE Q' SFR = COMM OTHER i TYPE OF CONSTRUCTION =, B-/LOCK Q FRAME Q STEEL Q DESCRIPTION OF r / fI A10 I BUILDING SIZE j O k SO FOOTAGE © HEIGHT ! ! l =BUIL•DING $� dr 7 2, '1 VALUATION OF TOTAL CONSTRUCTION a =ELECTRICAL IS AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING { � �f ! =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS �� FLOOD ZONE AREA =YES NO BUILDER �`���� COMPANY GhJ 4 G✓N-C SIGNATURE ,,/ REGISTERED I Y J N-" FEE CURREN I Y J N �.' Address �' License# I ELECTRICIAN COMPANY SIGNATURE REGISTERED i Y/N FEE CURREn YIN• Address Ucense# . i PLUMBER COMPANY SIGNATURE REGISTERED I Y/N- FEE CU�RRE`Y!`N Address License#{ MECHANICAL COMPANY SIGNATURE REGISTERED YIN FEECURREn Yl�N Address License# ( 4 I OTHER COMPANY 4l SIGNATURE REGISTERED I YIN FEE CURREN Address r License# 4 RESIDENTIAL Attach(2)Plot Plans,(2)sets of Building Plans;(1)set of Energy Forms;R-0-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed, t Sanitary Facilities&1 dumpater,Site Work Permit for subdlvislonsparge projects - I COMMERCIAL Attadt(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/Slit Fence installed, Sanitary Facilities B 1 dumpster.Site Work Permit for ail new projects.A0 Commercial requirements must meet compliance i SIGN PERMIT Attach(2)sets of Engineered Plans. ; —PROPERTY SURVEY required for ail NEW construction. i i r � Directions: , Fill out application completely. , Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement to required. (A/C 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(PlottSurvey/Footage) DrlvewaWNot over Counter If on public roadways..needs ROW DISCLOSURE STATEMENT FOR OWNER CITY OF ZEPHYRHILLS BUILDING DEPARTMENT e Ileq 0 / have read and fully understand and agree to the provisions 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 notfor rent, lease or sale. That he or she shallcomply with the following conditions: 1. That the owner and he or she alone shall act as the builder for all phases of construction. 2. That the owner will comply with all provisions of the City of Zephyrhills ordinances and codes pertinent to the building. 3. That in the event various phases of construction are subcontracted, he will engage only properly licensed subcontractors and will personally supervise such work. 4. . That in the event the Building Inspector shall require corrections to be made, the owner will assume full responsibility to insure they are made, and upon completion will call for a reinspection before proceeding with the building. 5. That the owner shall assume full responsibility for the construction and will not expect supervision of his work from the City of Zephyrhills Building Department. 6. That prior to final inspection any additional fees, including reinspection fees, must be paid in full. A written request from this office shall constitute an official notice to pay add'itional fees. 7. That the owner shall comply with all City, State and Federal laws in regard to social security, workmanrs compensation, lien laws, etc. , where applicable. S. That the owner shall comply with all the safety codes issued by the Florida Industrial Commission. 9. 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 with certain restrictions even though you do not have a license. You must provide direct onsite supervision of the construction yourself. You may build or improve a one-family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $75,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a' building you have built or substantially improved yourself within I year after the construction is complete, the law will presume that you built or substantially improved if for sale or lease, which in a violation of this exemption. . You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. 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. You may not delegate the responsibility for supervising work to,a licensed contractor who is not licensed to perform the work being done.. Any person working on your building who is not licen -ed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable lairs, ordinances, building codes, and zoning regulations. OWNER'S SIGNATURE DATE ADDRESS �"734F PHONE 9a WITNESS PERMIT # I Yea 47 1 s l� tt w 41 r� Intertek PSI Tel+1 407 304 5560 6 1748 33`a Street Fax+1 407 304 5561 Orlando,FL 32839 Imer¢ePi:.em/bwltd6rug January IS,2918 Mr.Thomas Campbell Florida Department of Business and Professional Regulation Manufactured Building Program 1940 North Monroe Street Suite 90A Tallahassee,Floridan 323199-0772 RE. Plea Approval- RasidenV@D lawn StQ,Tage Shed 6 anufaeiturec4 RoNn Builders,In&dLyonz,GAb Agency Plan Number: RUSUN SSA FECR2027 Dear liar.Campbell: 'Professional Service Industries Inc.,an Intertek company("Intertek-PSI"),Burt 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 reviemved for compliance with: i 20171 Flairlda Building Code,Gth E tlan �DIL4 NEC A signed and sealed set of pians 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. Mko'g,Ca"arnko PE#82379 R chard Olds,FL SM-7 S SM 5 i Department-Manager Modular plans Examiner Building Science Solutions foluit'ding Science Solutions CC:Wayne Hartley—Robin Builders, Inc.(Lyons,GA)—v4dhrobin@beIGsouth.com 11)Intertek is a brand name representing the Intertek Group plc legal entities,including but not limited to,Intertek Testing Services IAA Inc.,Professional Service Industries,Inc.("INTERTEK-PSI"),Architectural Testing Inc.("INTERTEK Pr A i 1"),and IWT Group Inc,("III i ERTEK-IAT"). M elt www.intertek.com/building ROJBIN' 9'5UlLDER,-rz*, 0 '.6 L YONS, GEORGIA O� z 0 GENERAL NOTES 0'4 �zll� " 1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 12.ALL WIRE SHALL BE#12 THHN SOLID COPPER WITH GROUND.WIRING 2017 FLORIDA BUILDING CODE 61h EDITION,2014 NAIONAL ELECTRIC CODE PROTECTED PER 2014 NEC. FIXTURE LOCATIONS&TYPE MAY VARY. 2017 FLORIDA FIRE PREVENTION CODE AND ASCE 7-10 FOR 160 MPH WIND VELOCITY (3 SECOND OUST),EXPOSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 13.ALUMINUM WINDOWS-TYPE.SIZE,QUANTITY AND LOCATION MAY VARY. MAXIMUM WINDOW SIZE 49"WIDE x 36*HIGH. 2.&�(rTERAIALPS&N H -IN ACCORDANCE WITH THE ABOVE CODE AND > OTHER P I"CODES. BE 14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, MESA ALUMINUM,4�LAP ALUMINUMa,86PT 1118 G VINYL SIDING ENERGY SjA T T PANTP6 Lyr 3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.SW125 PSF FLOOR LOAD. WITH I 4E BACKER, CEMENT _ARE 3NAT6 NOT FOR�.W OR UP SMARTSIDE COVERINGS INCLUDE 29 GAUGE GALVALUME STEEL,HABITATION. ROOF Or W,13 SHINGLE 1 PLYWOOD WITH 2 LAYERS OF 15 US,FELT OR ROOF OVER Ir 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PFPMATILE OVER 7116"OSS AND 15 LB.FELT. zi 5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER 15.USE 2-114"x.099"GALV RING SHANK NAILS FOR ALL CONNECTIONS BETWEEN SPACING SHALL NOT EXCEED LIMITS A$INDICATED. WOOD,ENGINEERED WOOD,AND FIBER CEMENT SIDINGS AND FRAME. A'. 01 z 'o 6.ALL FLOOR SKID&JOIST LUMBER TO BE#2 SYP KD PT. 16.3/4'PLYWOOD FLOORING SURFACE NAILED WITH 3'x 0.120'GALV.NAIL SPACED a z I=�:0 O �Fz ALL WALL PLATES.STUDS&RAFTERS LUMBER TO BE#1 SYP KO 6`EDGEl 1O'OC FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. u 7.ALL WOOD WITHIN 8'OF GRADE OR IN CONTACT WITH MASONRY SHALL BE 17.FOUNDATION,FOOTING AND ANCHORING OF UNIT WILL BE THE OWNER'S .5'x PmRt< PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA Ul AND RESPONSIBILITY TO CHEMINIT.1i LOCAL CODE AUTHORITY TO VERIFY SPECIFIC 0022 FASTENED WITH GALVANIZED FASTENERS. CT THE zu 5 REQUIREMENTS AFFECTING INSTALLATION,SETUP AND UTILITY 0. a.TRUSS DESIGNED TO SUPPORT D.L.-L.L.=35 PSF, CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL Q04D RESPONSIBILITY FOR COMPLIANCE WITH LOCAL.COUNTY OR MUNICIPAL CODE REQUIREMENTS FOR THIS STRUCTURE. 9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM 8-209. 32,000 MINIMUM YIELD STRENGTH. 18.ROOF DRAINAGE PER 1503A&R903A 10.USE#8 X 3/4'TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN ALUMINUM LAP SIDING AND FRAME.USE#8 X 3fV WITH 1/2'NEOPRENE-BACKED WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS SPACING AS FOLLOWS: ROORSIDING,-PERIPHERAL MEMBERS S'OC 00 LDERS INC. ROOFISIDING-INTERIOR MEMBERS I(FOC FLOOR LIVE LOAD: RIN•gARfi SIDING-12"OC BOTTOM PERIMETER. A.50/125 PSF ROOF LIVE LOAD: 11.DOOR SHALL OF I-X I-STEEL TUBE WELDED FRAME WITH AN ALUMINUM PANEL EL INSERT WITH STRUCTURAL LINER AND PIANO HINGE.DOOR IS .30 PSF Q.H OTOVERT, DOORJAMB.OPTIONAL DOORS INCLUDE ROOF SNOW LOAD: A E CAL "Jiljoll" DOUBLE "ll", "AtErIUNA. RUrFY SIZE, -1 QUANTITY AND GARAGE STEEL DOORS.TYPE. - OChlo MAY NOT APPLICABLE Z CT TO HEIGHT . ......... 0, AND WIDTH REQUIREMENT IF BUILDING IS—400SF PER FEIC 1010.1.1(8). WIND LOAD: FLORIDIAN,GAMBREL A.ULTIMATE 160 MPH;NOMINAL 124 MPH BARN.GREENHOUSE S'RISK CATEGORY I z*.' N.SM CLASSIC, PORCH C.8 MIND EMSURE CATEGORY MODEL, STEEL D.GCpI.+-.55 INTERNAL PRESSURE 212 ol SC 2017 1'12-20-17 PSI APPROVAL 201"1-15 FRAMING FOR AMERICANA,CLASSIC,RUFFY 20 GA.2.5"X 4'MITEK CONNECTOR PLATES HEADER OETAIL MAX SPANS a FASTENING EMBEDDED BY HYDRAUUC PRESS HEADERS 1-2K4 2-2X4 2-2X6 „/ FACH SIDE OF JOINT WIT!-!!!2' WITH Im" 12 _ 20 GA.W X 6"CONNECTOR PLATES a PLYWOOD PLYWOOD 3 (—`- AT THIS CONNECTION ON 14'WIDE o ® UNITS ONLY cm go N O 1.04X4 OPTIONAL 3'MAXI DOUBLE 2X4 SYP#1 KD STUDS$DOUBLE I ® 2X4 SYP 01 KD RAFTERS AT EACH END STITCHED WIX X.120 NAILS 12"OC F AX SPANS 22.5' 64" 9S" 2X4 SYP#1 KD WALL STUD WITH a0 STENING 3-.13X x 3" 6-.130'z 3' 0-.130'z 3' 12"2X3 BLOCK 2X4 SYP#'1 KD JACK STUD U EA END NAIL EA END NAIL EA END AT DOOR OPENINGS x w 0'o 0 SILL SPAN$FASTENING SILLS 1-2X4 1X4COSYP RF M UOlB15A OUEI3DDP�ERO INTO IMETERSTUD 1 1f2'X 12"26 GA GALV.STEEL PLATE {2j 3"x.120 NAILS PER CONNECTION p TOP$BOTTOM OF EACH STUD (8)1.25"X.105'NAILS(TYP.) 2X4 SYP#1 KD BOTTOM PLATE a a fi'KI 3"x A20"NAILS W SPACING DOUBLE PT 2X6 SKIDS I TYPE AND I_.--.--.--13' 6"MAX. AND WINDOW ATOOtN RY DOORS MAX SPANS"48" NOTE FOUR SKIDS UNDER 13'6'WIDE FLOORS ONLYFASTENING 7VPICAL DOOR FRAMING:END WALL FRAM I NG MAXIMUM DOOR SIZE- ^' aoM H N.T.S. 108RN X$W H 4i MI' p o 12 3 ....� 20 GA.2.5'X4'MFTEK CONNECTOR PLATES _ q � e-•a� !X4 SYP#2 PURLIN SURFACE NAILED EMBEDDED BY HYDRAULIC PRESS WITH(3)7I16`X2-16 GAUGE EACH SIDE OF JOINT STAPLES PER CONNECTION .Z, +n J r- ;a (ALT)20 GAUGE STEEL HAT CHANNEL Q r W!(2)2-IWX0.131 HT NAIL PER CONN. " - _ ,� , '8 4� (3)3-X.12D NAILS // � �: PER CONNECTION 2X4 BOTTOM CHORDS ON 10',11'6' DELETE OH ON AMERICANA raau.4..r:aen.aau+ OPTIONAL EAVE 3"MAX $13'6'WIDE UNITS ONLY AND RUFFY MODELS ucarmmo nrsasas.ver-n 2X4 SYP 01 KD STUDS$RAFTERS 24"MAX SPACINGrPc.am�,mn.- n�cnan,um.mox: .. ow. SIDING:SEE NOTE#14� � .. 90"MAX. RLL0811 B$$,U.,��j�.. ERS INC. �'=1X4 SYP#2 KD CONTINUOUS BELTLINE,OADO INTO STUD (9 21'S26A3268 (2)3'z.120 NAILS PER CONNECTION STUDS TOE-NAILED TO BOTTOM PLA7E•(4)3'k.130'NAILS{TYP.} 2X4 SYP#1 KD BOTTOM PLATE,T x.120 NAILS 0` _.G'�H EIr� ' w._..� . p RUFFY, CLASSIC. .- --- -A t1 F'•• �: AND AMERICANA DOUBLE PT 2X6 SKIDS FRAMING DETAILS 1 1/2"X 12'26 GA.GALV.STEEL PLAT,/ ��I _zY Na rr1439 :{r AT EACH D 7,p FLpOR CpN ION 4 SKIDS ON 13'6'WIDE 8 1.25 X.16S'NAILS t IS' 6"MAX. CROSS SECTION DETAIL '' • «aa'6� �2-20-17 s �1 B ''�J Hn I�`'�� ..NONE N.T.S. PSI APPROVAL 201&01-15 T,.SSSCNEOULE: 2x4SYP#1TRtMRAF.TERS2s :'.F OMPORCH�D7OOEM )X)t)HLE2z4 SYPD2 TRUSS' AT L[S . ....... asmcNrGGETttER�wa zo.1z0 NAI� ��^ + °Op DOUBLE TRUSS 2Li GA- S•X¢'TRUSSYtATES;}rr ATENDWAiLS; 'O T7tLJSSE524`OC asm NOTE:�EOfia BLEt CANBE IN FS.tft1EDR� EACId 53DE 'TRUSS _* W. =irk ' M Ottt£DZ1014, 12 KINGP0.ST ON TRUSSES r99' 2:5 r— STATE OF 1 ' St1�LE TRUSSOVER @NAL OOI&M-TRUSSPTGVFR I ' oSs'........ ,`� I IZ X 12"26 GA..GALV.STEEL PLATE (9)105-.z'125'NAILS- " L .26 GGALV STEEL KkTCHANNEL ''SEE NOT Wf(2)2-ft4'x0.131"HT H4+t,.c PERCiiNN: X4dk1 St'PLm 2-3"x.124"NAIiS � UBLE2X4 EAGHL2ID -SIWNG:SEENOTE#1LL d� s1 ._. tX4 PURL ! OOP.URLi 2"X'.1T26 GA.GALV:STEEP:PLlA2E 1N 1 N• 1? .al a TOP BOTTOM OF EACH STUD PER (6)126•x AWNAILS O YP.) CON iTON 'N.i.S. MIS)FLOOR JOIST I � 4 DOUBLE PT 2X6'S)SIDS' WlRt}t. y.7iCPfCAL EtL' RFRAMiNG . W/(2)2- 'x'0 31'MT NfJ SPERCONN. DOUBLE PT TRUSS EL HAT1 } pp�WX79�N .2-Y x.120"GALV NAILS NOTE FOUR SFJOS 1JNDER 13V WIDE FLOORS Ca; i/2`x.Tb"26GSTEELSTRAP - --y AT'&'SPAC{NG.- - - 6yb•M "p : 'TOP OFSCUD&TAILIENDOF,TRUSS {8).135'X.)Q5'NAUS(TYP.) END. {'•'pC�j .ty�yws XXIT 16 GGALV.PLATES{TM 2 x 4 PT NAILLTO UNDF.RSIOE.. F 20 DE SURFACES OF4x4 t1T51P0.STS OFTRUSSES23'z.iSPGALV . 1t}3N0.120^GALVNAILSEAPLATE TAILS ON 6"SPACMr a.;.a..y�r�.aa. txOOFiNG:SEE970TE#)4 a� 20 G GALV STEEL HAT CHANNEL , i...„ Wl(2)2-1/4'x4.131`HT HAWS PER CONN. Ct_ •. TOP OF STUD&TAIL ENDOFTSRTRLRSPS =•� -�-� . - . (S)115"X.105"NAILS(TYP.) MT-S. :DOUBLE 2x4 SYP'PTTOP RIM JOIST 'OPTIOFWL 3-/"� 172'z 1G 2BGSTEEi STRAP OVER 2.4 SYP.PTTOP PLATE CONT. •HGIYdSTRLICTiI)?AI.FAVE. 2x4 SYP#i!0P TOPOFSTUD&TAIL'ENDOPTRUSS' FASTEN'V 2-Wx:120NQLSEACH ICCRNER. 4#1 SY'C.ORNER4X4PT ACKSTUDS ORTED$Y 2%4PTJACKSTUDS 2x4 SYP P PLATE CONT. gNp� OP.ENPORCH-AREA .. - R06IN BULL RS INC... 2x4#�^CF:i4TERv^ MAX WALL TO CORNERPOST .2X6441 SYP STUDS. - .-.562 S.STATE SY. . 2-3'x.120"NAlL EA ENO ;APT pO._ EACN 24•MAX-SPACtN6� I"p12526-S26f�� . ORNER 2z4#1 SYP BOTTOM TYPICAL.WIN.FRAMING. PLATE-INTERIOR 2XbT'T'RAtLiNGS TX4 P71 DDAULOEO. WALL ONLY PdATL 6°.ORENiNG =lT, 'Ix4 PURLLN FLOORING;SEE NOTE#16 SIDING:.SEE NOTE#14 Lo OTTOM PLATE 1 tW x 1T16G 5TEF1',iT 'SPACINBOT.(OFEACHS UOTO JI.G GALV STRAPS 5/4x6PTFLOORDECKING °zit't8 G GALV.PLATES . SC 2D27 UD TO RIM JOIST 2X4(6)FLOOR JOIST1 i/4'x.105"NAILS ON PORCH ONLY ON 2 OUTSIDE SURFACES OF TOP 8-80)TOM OF 4%4;PT CORNER + �.�+ {++�{ `°gyp p_ "�`"}2=2A=1 T 7 OF 8. '. ��ttpp�gy� ����ppp� ` (( ,���♦,,,y�qgg �c POS&BOTOMOF0"GALViPRLLSfA PLATE 'Ar +? l,r 7' Vi`0 J.88J� _817��6'� ��f�Y'`Y,6 '� `AS NOTED SC iE: 1/4`- PSI APPROVAl201&0115�,-, - • � ` . . ` It GENERAL NOTES FLOM 1/2'X4'GALV LAG BOLT 1, BUILDING ANCHORS INTO EARTH SHALL BE Ex4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE ANCHURS BY HOME PRIDE OR EQUAL WITH ANCHOR ATTACHED TO, UILDING MINIMUM EMBEDMENT OF 24* AND V DOING WITH 1/2.4'GAL LAG B 3LT 2x4(6)PT RIM JOIST THIROUGH WASHER.THEN EYE OF AVERAGE HOLDING POWER OF 4,000# ANCHOR,THEN RIM JOIST L 2,BUILDING ANCHORS INTO CONCRETE 112' INTO END 13F FLOOR JOIST Z'2'xi/8'ZINC- WEDGE ANCHORS WITH MIN 3' EMBEDMENT 31 ANCHORING SYSTEM TO GROUND PER LOCAL GRADE PLATED WASHER BUILDING CODE. LOCATE ANCHORS PER 1/2'X4'EALV LAG BELT SPACING REQUIREMENTS SHOWN WITHIN 4,ANCHORING SYSTEM TO CONCRETE SLAB PER PIER S ACING LOCAL BUILDING CODE. LOCATE ANCHORS PER REQUIRE SPACING REQUIREMENTS SHOWN WITHIN EMENTS SAME AS I/LV EYE:AUGER ANCHOR WITH ANCHOR ATTACHED TO BUILDING 5.END PAD SPACING IS END [IF BUILDING TO REAMNACING 4'SINGLE HELIX L MR WITH 1/2'.4'GALV LAG BMT CENTER OF END PAD EMBEDMENT OF 24�.LOCATE THROUGH WASHER THEN EYE OF 6. PRO SPACING OTHER THAN END FADS IS T ANCHOR,THEN KiA J131ST L CENTER TO CENTER SIDCFJF'WDIMUMCHNS INTO END OF FLUOR JOIST 7.33ASE OF EACH PAD TO BE frxl6'x4' StIf I a �c THIN V OF EACH END,THEN W 6�MAX ANCHOR SPACING. fUNCRETE BL43CK(CEMENT AND SAND MIX) MADE 8, HMLOW OR SOLID CUNCRETE BLOCKS'MAY BE DRY-STIACKED ON PADS FOR HIGR SETS UP TO 48' WITHOUT REINFORCING SHED WITH ATTACHED SKIDS L,2*EYE AUGER ANCHOR WITH 9. ANCHOR SPACING IS BASED ON ASCE 7-10 E ��Le RISK CATEGORY I BUILDING EXPOSURE B END VIEW Y 24' LOCATE ALONG LONG 160 M.PR<3 SEC GUST)EXPOSURE C SIDE Or BUILDING,END ANCHORS 2GI7 FLORIDA=LIDING CODE 6th EDITION SCALV UT.S. WITHIN Z'OF EACH END,THEN MAX ANCHOR SRACING. BUILDING IS 8'0'INSIDE WALL HEIGHT 0. WE It MAXIMUM WIDTH OF FLUOR IS 13'10' WIDE 12.MAXIMUM LENGTH OF FLUOR IS 50'L13NG L 13.PIER SPACING REQUIREMENTS SAKE AS AUGER ANCHOR SPACING REQUIR17MENTS ANCHOR ATTACHMENT DETAIL FOUNDATION ANCHORING TIE DOWN SYSTEM 2xA SE (1)1/2'2INC PLATED NUT TO BE SITE DESIGNED AND LOCALLY PERMITTED 3/4' 2*.Z4/8*ZINC PLATED WASHER �2x4(6>PT RIM JOIST 1/2'WEDGE ANCHOR WITH aam-alu-CX0 SMID CONCRETE SLAB EYE BOLT ATTA04D To ANCHOR WITH C10-8.089.Law cl)1/2'xL-ZP MILT,C2)2'.e-I1W SLPZ4 PT BOTTOM PLATF_ RING SHANK rALV NAILS S. ANCHOR MR 3-EMBEDMENT. C"N I'OF e.41 PT BASE CONCRETE SLAB BY QTMm SLA By LUCAL OTHER LOCAL CODE ANCHORS WITHIN Z OF EACH MIN AND JURISDICTION END,THEN 3'MAX SPACING AND I "Tit DOWN DETAILS APPLY APPLY N-,s3Q9 SHED WITH ATTACHED SKIDS SHED WITHOUT FLOOR 10C. av=OF ANCHORED TO CONCRETE ANCHORED TO CONCRETE 0/17 END VIEW END VIEW ht SCALE RTS. PSI APPROVAL -- ' ` FRAMING FOR STEEL.FRAME -ROOF PANEUATTACH TO�ENDWALLS .HEADER DETAILMAXSPANS&.FASTENING. 'SIDEWALI:$$'ALflNG=RSDGE-W 3TH HEADERS 1-2x4 2-2X4 2-ZX4 ROOF PITCH V #10.x 3W SCREWS AT S'SPACING /7.25"HIG VARIES .1T � TO MAX 3.6l12 12 a 77►W�O max,3.5� NOTE:GABLE ORIEN7AT10NISSYMBOt1C L=o SINCE GABLE CA12BE7N£!TINIER + LxRECTION. ma OPTIONAL SAVE W MAX___3_ i MAX SPANS 22Z5 64' 95` .• DOUBLE STUDS AT DOOR OPENINGS 4 a FASTENING 2-#10x3l4'. 4-#tOx3/4"20-5710'.X7��&�_4 STEEL STUD SCREW$ SCREWS SCREriS DIAGONAL WINDBRACES EACH END ,EACHENQ' EACH END FOUR PER CORNER p~ a� ILL SPAN&FASTENING a SILLS' 1-2x4 20 CO�SiUY STEEL 0 SARO U3E1�ERIM ER BOTTOM TRACK'A7TACHyT _ 3o TO FLOOR W/1!4°x 2Irr WASHER (3)3'x.12tl NAILSP TIOH amm , I—"I HEAD LAG BOLTS @ 2'CENTERS 8 1S GAUGE STEEL STUD PLATE DOUBLE BOLTS EACH CORNER -MAX SPANS 48- &EACH EDGE OF-DOOR OPENING. .. FASTENING 2•#10 x 3l4' QpUBLE PT2X8 SKID $ I CR 13' 6„ MAX--- —1 TYPE AND LOCATION OF DOORS } NOTE FOUR$KIDS UNDER 13'6'WtDE FLOORS ONLY! AND WINDOWS TO VARY w TYPICAL DOOR FRAMING. ti f v N END WALL FRAMING MAXIMUM DOOR SIZE- Q a i N.T.S. 108"WX'.79,ti a> IO7L+tkCI[, •i vl� CONTINUOUS BELTLINE 8 "k"t,•-".' ,`"y z p= BOTTOM CORD EACH RIB 'TOP&'BOTTOM'PLATES •,+%'� W a o, O ATTACH.TO RAFTERS WON `'"" '�\ THROUGH ROOF PANEL 4-#10 x 3t4'SCREWS EA END _ RAFTERS AT 24'MAX (2)#10 x 3!4'SCREWS PER CONNECTION s` r o a SPACING&LOCATE TBETWEEN STUDS AND PLATES OVER UUYYAALLLL STUDS '.o.a•r...,:;..r=:.r vUmxeaerw�awoms OPTIONAL EAVE 3`MAX--43- atesmtsaa n avasas,sn�a 20 G STEEL STUDS&RAFTERS 24'MAX SPACING Lw=e 6 y` / - agrrxua�t Adxigill:X Gx1xHln;(a SIDING:SEE NOTE#14J tta[aazsm,uataRm� M`�� "' �toucarota3a 96'MAX. � ,�jr Base Rol or Top R.1 1gR,O tNHg5 S5Gt RpSq (NC CONTINUOUS BELTLINE-"' T #10 x 3/4'1plrcaXepw conn BOTTOM TRACK CONT.FASTEN he6tl spew l 1 W/1/4'x 21/2"WASHER HEAD 20 GAUGE STEEL 1 tjliti+I+ttttria �_,_ LAG SCREW tQ+EASTUD BOTTOM TRACK CONT. ..•,.� Swaged dimplew t�•..... ��� .STEEL FRAMING J�NSF•':Cyy DETAILS DOUBLE PT 2X6 SKIDS :*' •*= ---- 1 6'MAX.D f 4j42 8'�1 U NOTE FOUR SKIDS UNDER 13'6'WIDE FLOORS ONLY �• 61ATSgf ,� l BC 2017 `" (''\'� S'•R4PoU7`:•d��" �i2-2D-77 6 of S CROSS SECTION D ETA!L STEEL STUD DETAIL N.T.S. N.T.S. PSI APPROVAL 2018-01-15 aRe R"dc,. GAMBREL SARN FRAMING DETAILS ,�-iX4 SYP 02 PURLIN SURFACE NAILED WITH (3)7116"X 2-STAPLES PER CONNECTION (ALT)20-GAUGE"STEEL HATCHA14NEL ,ate (3)3"X.120 NAILS AT STUD t2 W/(2)2.1/4'X0.131 HT NAIL PER CONN. .: TO TRUSS CONNECTION 3.5�- O m n 20 GA.2.5•X 4"MITEK CONNECTOR PLATES w i2 .EACH SIDE OF JOINT n xcellmb+o 1 DOUBLE 2X4 STUDS&RAFTERS n�n<e yy�,m HEADER FOR DOOR OPENINGS ONLY A7 ENp ALLS ONLY n uuresouotetb STITCH TOGETHER WITH °eo^°^'"tM*`K""96v4}bM1e1•"� 3'x.12P NAILS S°SPACING ers.ffi�:e.uremum: >.wacxxaals SIMPSO EQUALa EACH RAFTER TEE R TO STUD o SILL SPAN 8 FASTENING CONNECTION W/(_$10.12D'x 1-11t' DOUBLE 2X4 SILLS 1-2x4 NAiLSP ANCHOR o'- 2x4#1 SYP STUDS 24"CC MIN O •y. CEO 3 0 i 1/2•X 1Y 26 GA.GALV.STEEL PLATE 1X4 PURLIN a AT TOP 8 BOTTOM OF EACH STUD iX4 PURLIN 2-3°x.120 NAILS <a WITH(8)125'X.105 NAILS(TYP. PER CONNECTION AT MAX SPAN 49' (3T0 PLATE TOENNLS CONNECTIONSTUO _ •-o } m FASTENING 3..130'x 3' •---2X4 01 SYP BOTTOM NAIL EA EN - &TOP PLATE DOUBLE FT 2X5 SKIDS HEADER DETAIL MAX SPANS 8 FASTENING NOTE FOUR SKIPS UNDER MAX.- HEADERS WIDE FL Z n e l TYPICAL DOOR FRAMING: 4 1-2x4 2-2X4 2-2X6 13 6` MAXIMUM DOOR SI2E- .,, a PLYWOOD T 1WIITiA"r¢'¢�D END WALL FRALyI L N-G to6°wx6D•H o0 w =ate > ® ® ® N.T.S. "o ,y OZN Z OR y-0X4 !2 J^L� 20 GA..2.5•X 4'MITEK CONNECTOR PLATES n1.� ® 3:5{— OR-EQUAL EA SIDE OF CONNECTION ti m a MAX SPANS 22.5' 64• 95• a O 12 1 2X4#!SYP BOTTOM CHORDS ON FASTENING 3-.130•x 3' 6-.130•x 3' 130•x 3" 16� `� 10'WIDE&11'6'WADE ONLY a a NAIL E.4 END NAIL EA END NAIL EA END S t9 `"""•DOUBLE TOP PLATE CONT.2x6 OVER 2x4 w SIMPSON H2 OR EQUAL EACH RAFTER TO STU17 2X4 01 SYP STUDS&RAFTERS CONNECTION W/848 x 1.25• MIN SPACING 24• "•`�` SCREWS PER ANCHOR j OtySiN$eU(LQ,�R�}INC. YBBON$ (�AA�O4#8 SIDING:SEE NOTE#14 Q 9 Y •526-32 6 iX4 PURLIN `,ttlttelltlltl�/j'', ilJ2°X1-20 GA.GALV S'TEEL.PLATE w 2-3'x.l20 NAILS .r...�� . PER CONNECTION 4�y_ EACH STUD TO FLOOR CONNECTION It GAMBREL BARN ^`�•�^a,:'1yco-"•.,"9'� WITH(8)1.25"X.tOS NAILS(TYP.) \ 2X4#1 SYP BOTTOM PLATE FRAIdING DETAILS Yf t N0.Sms i i} 4�fP�Y04Bi DOUBLE PT2XG SKIDS "fBC zot7 NOTE F SKIDS UNDER 13.6"WIDE FLOORS ONLY '� -q_•...-........'4 R01aW `12-20-17 5 of S CROSS SECTION DETAIL NONE PSI APPROVAL 2018.01.15 N.T.S. FRAMING FOR FLORIDIAN NOTE:GABLE O IENTAATN N W ERMERLIC p Nkak�4„ DIRECCTIION. ^N 25 I -ROOFING:SEE NOTE 074 0 "+ 1 1/2`X 16"26 GA GALV.STEEL STRAP AT TOP OF EACH STUD ON MY`±- •-V••GABLES-ATTACH TO TOP OF RAFTER fwneae.tw=�_>v4wdam &,OVER RIM&TOP PLATE TO STUD (8)1.25-X.105"NAILS(TYP.) 2x4#1 SYP VERTICAL RIM 'ate sa •16 UBLE 2X4 OVER W MAIL$O SPACING o 0 Islrcccaroxdaa 0 myanme,=�.x�.Ya�e+wna.ve SIDING:SEE NOTE#14 naxdeul5,tae[aumT 2X4#1 SYPKD STUDS z;o ISIICttbWid36 O� J 7X4 PURLIN 1X4 URLIN SYPKQ P 1 1l2'X 12"28 GA GALV.STEEL PLATE 2 3•x 0.120 a a a AT BOTTOM OF EACH STUD I RS PER (8)1.25'x.1D5'NAILS{TYP.) CONNECTION 2X4(6)FLOOR JOIST DOUBLE PT 2X6 SKIDS 2x4 SYP#1 BOTTOM PLATE y .- 1---MAX. 13• b"� MMAPX11MUM DOORFS¢ENG 1 pp�y� qp�,A IITWX79"M EN WALL FRAMING 2x4 SYP#1 TOP REM RAFTER 3-3'x.120"NAILS AT EACH OVER 2xd SYP#1 TOP PLATE CONT. STtib TOPLATE CONNECTION NT.S. sqqq aN o FASTEN W13'x-120 NAIL 8'OC 1 Ia'x 16"26 G STEEL STRAP V '� �• STOP OF STUD&RAFTER CINNECTION (8)1.25"X.105-MAIL$(TYP.) »per F'03 ROOFING:SEE NOTE#14 q r m ct 2X4#1 SYP STUDS N-=" av 24'MAX SPACING a ON » r - d O- � OR 7X4 PURtiN RAFTERS 2xd SYP#t ON 24'CENTERS BEARING 2X4#1 SYP BOTTOM PLATE NOTE OPTIONAL 3'HON-STRUCTURAL DIRECTLY OVER GABLE WALL STU05 SAVE USE SINGLE 2X4 RAFTER FOR SPAN MAX.83'. 1 112"x 12"26G GALV STRAPS ATTACH TO GABLE RIM WWW x.120'NAILS EA END USE pOUBLE 2x4 SVP#1 IN"T"PROFILE MAX SPAN 135" .v SOT.EA.STUB TO RIM JOIST DOUBLE STUDS AT CORNERS STITCH WI 3'x.120"NAIL ON 8"CENTERS FASTEN W18-1 V4"x.tOS"NAILS 3'x.120"NAILS ON S. SPACING ATTACH TO GA@t,R R(M W16.3•x-120'NAII$EA E.NO i ay� WALL FRAMING R081N BUILDER6 INC- 7 D �j 552 S.STATTEE Sf. 2X4#i SYP STUDS LYONS.GA 31456 N.T.S. 24"O.C. 9i2-826-SZdd 2-3"x.12D"NAILS EA END 2x4#1 SYP TOP& - ``at7ttttlLttlQ ' tX4 AURUN DADOED BOTTOM P).ATES CONT. w.....� INTO STUDD5 FLOORING:SEE NOTE#16 FLORIDIAN •"µcENaF SIDING:SEE NOTE 974 FRAMING DETAILS �` No-63a•13 1 V2"x 12'26 G STEEL STRAP '*_ TOP&BOTTOM OF EACH STUD ?9 i•.f1{B212 of 61.1` 2X4(6)FLOOR JOIST '^FSC 2017 - P -12-20-17 4 OF 8 TYPICAL CROSS SECTION •++'++tu SCALE: 1/4' = 1' 't+s NOTED P51 APPROVAL 201&Ot•15 FLOOR DETAILS cM0 N n N VARIES TO 50' O" a o I N PT 2X4(6)FLOOR JOISTS 16'OC 578'X 24'B-HELIX(OR EQUAL)ANCHOR FOR SOIL cv DOUBLE PT 2x6 SKIDS PT 2X4 6 RAIL MODEL MRA(#24DAC1)OR EQUAL FOR ROCK 4 SKIDS REQUIRED FOR (3)3'X A20 NAILS .035 GALV.STRAP OR CABLE OF 4750#CAPACITY FLOOR WIDTH OF 17 6- A FOUNDATION ANCHORING TIE DOWN SYSTEM 0 TO BE SITE DESIGNED AND LOCALLY PERMITTED O c > o� �a �a as B 13' 6'MAX �GSH VO _ N qp 1�9P%P 048? � FaH %i 0' Su1E OF �On y� ro ( ��.✓ 7N� > Z NJv�'O3 WV'e'WIDE UNITS L(6)3-X.120 NAILS PER CONNECTION r N o O 1a 116-..d0 3'6'IWIIDDESUNITS PY 2X6 FLOOR JOISTS 16'OC TYPICAL FLOOR FRAMING AND TIE DOWN ANCHORS SPACED 7 ROMP c a N.T.S. EACH END,THEN MAX 8'CENTERS. vrtcrtex, 314'PLYWOOD PT FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE a DEAD LOAD -� ZX4(6)Pi FLOOR JOIST FLOOR LOADING. ROBIN GUILDERS, IN 552 S. STATE.ST. xc�ymnm 2X4((6 1 HEADERBETWEEN UNIT WIDTH 6' 8' 10' 11'6' IS'6' awaaxumn SKIS3'x.120 NAILS E'OC LYONS, GA 30436 FLOOR JOIST 2X4 2X4 2X6 2X6 2X6 912-526-3266 .rsrrs v�,cw,u,.n 20 GAGALV.ANGLE Pfa #OF SKIDS 2 2 2 2 4 ixxxc.uoiau 8-3 X.120 NAILS PE I8' 18, 24,5' IS' 2X4 PT HEADER BETWEEN FLOOR DETAILS SKIDS-3'x.120 NAILS 6'OC DOUBLE PT 2X6 SKIDS •B' 40' 60' 84' 84' 40' SIMPSON H4 OR EQUAL ON SIZE 10 X 16 OR LESS E FOR 125 PgSF FLOOR LOAD.16'OC OR 24'OCpFLOOR JOISTS CAN SIMPSON l8 O LA EQUAL NOTE:DOOOREJOIST3(6)3 Xr.20 NPJLS AT EACH RECENE 8WE HSA CENTER SK D ANDE SIE%TRA ISKIDVIS PD ACED UNDERAEACH ON SIZE, Ox18 OR LARGER CONNECTION. OUTSIDE WALL. "UGC 2017 DO FLOOR DETAIL 12-20-17 NONE N.T.S. PSI APPROVAL 201 B-01-15