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HomeMy WebLinkAbout19-21409 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21409 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21409 Address: 39518 VALDERRAMA LN LT 212 Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: RV PARK Lot(s): Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24-26-21-0030-00000-OOCO Improv. Cost: 3,280.00 OWNER INFORMATION Date Issued: 6/21/2019 Name: MAJESTIC OAKS LLC Total Fees: 157.50 Address: 39518 VALDERRAMA LN Amount Paid: 157.50 ZEPHYRHILLS, FL. 33542 Date Paid: 6/21/2019 Phone: Work Desc: INSTALLATION SHED 8 FT X 10 FT W/ELECTRIC & 20 FT X 50 FT PAD CONTRACTORS APPLICATION FEES WATERMAN PROPERTIES OF FLORIDA L BUILDING FEE 90.00 MARTIN ELECTRIC ELECTRICAL FEE 67.50 � � n 1L 70 /Z I FR AME Ins ection uired 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 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting - Owner's Name NHC-FL LLC Owner Phone Number 813-783-7518 Owner's Address 1 27777 FRANKLIN RD STE 200 Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 39518 VALDERAMA LANE LOT# 212 SUBDIVISION MAJESTIC OAKS RV PARCEL ID# 24-26-21-0030-00000-OOCO (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED R NEW CONSTR ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE EX SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = DESCRIPTION OF WORK INSTALLATION SHED 8FT X 10 FT W/ ELECTRIC & 20FT X 50 FT PAD BUILDING SIZE SQ FOOTAGE HEIGHT BUILDING $3,200.00 VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $80.00 AMP SERVICE = PROGRESS ENERGY = W.R.E.C. PLUMBING $ IA l, / , / V I _(� =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION a� 4A FINISHED FLOOR ELEVATIONS GAS ROOFING � OTHER FLOOD ZONE SPECIALTY AREA =YES NO . . . . . . . .,.A .�._l BUILDER ( COMPANY V -T�Y�-r* Pm :h SIGNATURE REGISTERED Y/ N_J FEE CURREN I Y/N p Address License# I -/ ELECTRICIAN COMPANY MARTIN ELECTRIC SIGNATURE SEE ATTACHED SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# EC13001383 PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# 1111111111111111111111111111111111111111111111111111111111111111111 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. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW Building Department Date Received Ro? - 25o(a-VIA 4 2 2-Q Phone Contact for Permitting ES13 ) r Owner's Name --IL LLL Owner Phone Number Owner's Address -4f0LnY-j'j r) f)13. S-F?- o5)(:)) Owner Phone Number Fee Simple Titleholder Name A Owner Phone Number Fee.Simple Titleholder Address JOB ADDRESS \J6\6e-r6rq,--3 Lzn-Q Ze-A4jPW,\kSF) -?3!5qal LOT# SUBDIVISION Fft`iy-�r- PARCEL lD#I OLI-9 Lo- C91 -0030- ococo-00 cc) (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRR ADD/ALT SIGN DEMOLISH B INSTALL REPAIR PROPOSED USE Q SFR Q COMM F—vq OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME 0 STEEL DESCRIPTION OF WORK x 66 uj-,Un iS'x BUILDING SIZE SQ FOOTAGE HEIGHT "r"rqr1r"r E:2BUILDING 1$ 30� VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ C), AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS Q ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . ... . . . . . . . . . .. . . . . . . . . . . . . . . -- BUILDER 7 COMPANY IWOAP,�- Y-\ VCCV-T1k;,76S O�-4ADT-I&L Xn SIGNATURE ,( REGISTERED Y/ N FEE CURREN Address 137351 -S-R. awil5ti 535+a License.# 1 ELECTRICIAN OMPANY 4 REGISTERED YI- N FEE CURREN V -rnp[p-k�,A I C- SIGNATURE pp 4948 Address License# 0 N 3 8 PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN L_Y_LN Address License MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LILN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License 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. I 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 stem 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 NO MENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGEt(o;rAaa CONTRACT -� Sub cri ed and savffirmed)before me this Subscri ed war o or affirmedlpefor me this Ps IZp 19 by �a rroWa l-i e r 20 1 by P_ F-' 101 e_s W is personally known to me or has/have produced Wh ar personally known to me or has/have produced �� IA as identification. 1�11 rA as identification. Notary PubIr Notary Public - / 2 /J Commission No. � �� a�553 / Commission No. ate/ J / a Na typed?OMSSER Sl il:e Name of Notary ;ed or*V4* tEED BELCHER MY COMMISSION#GG 245537 °= MY COMMISSION#GG 245537 EXPIRES:December 3,2022 = EXPIRES:December 3,2022 oFF��•`'Bonded Thru Notary Pubho Underwriters �CFF�° Bonded Thru Notary Public Un � derw l- Sheds and Carports 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.ANCHQRED,PER PLAN) 3) All set-backs shall be met.. 4) Shall not be installed in easements. 5) _Shall be set iri 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 b.e 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 bf way.. 14) Fence shall 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. of 1 INSTR#2019086323 OR BK 9909 PG 2822 Page 1 `.. 05/21/2019 01:11 PM Rcpt:2056610 Rec:10.00 DS:0.00 IT:0.00 Paula S.O'xei4 Ph.D.,Pasco County Clerk&Comptroirer Permit No. Parcel ID No NOTICE OF COMMENCEMENT state of-'-= lnX( County of 2mc-) THE UNDERSIGNED thereby gales notice that improvement will be made to oertain rest property,and in accordance with Chapter 713,Florida Statutaa, the following Information Is provided In We Notice of Commencement " 1. Description of Property.Parcel Ident ficatlon No.rW-r Q- StreetAadressIiS LSptaxrc3 t n�,o h�]i`} I �t 335Ua 2. General Descriptionofimprovement AQX $7d conr{ek'o QDA ll%zkzh 9x1() ShPf't. Mitt-�fl Co,�s•�1C_ ' 3. Owner Information or Lessee information lithe Lessee contracted for the Improvement C1Nc- r9ht'th1't rt�r�Ktirr V-d_ '7574 AM 5I'U Y) jA'no. �2 Address City State - Interest In Property: r7c---arlPf- Name of Fee Simple Titleholder. N, (If di ferarn from Owner Bitted above) Address tew t'4. Contractor.k onam YY l�1 kSuitlot . -Alrxidtl 71r C� r8ru�2 200C m S e[ F-W Ix U�St {� W tL rP 2�phtarh;�ts p W — _r _5 U Contractors Telephone No.:�`hS►3� I 1 S-0-1 Address State � 2 Q F-/J JO Q 0-0 N (Y 5. Surety Zy Name Fl W•O F- W LU QX t1..:.LU •.' W_ r O C�."Z J. Address CBy State ;s :�i:<t.. (Q Amount of :$ Telephone No.: (j j.�► U. � �.Ca;O 8. Lender i' F=.:> . Name +t1 W�, O Address �y State t,d X ©: t_! . � C.7C3z Lander's Telephone No.: < i,- r Q ' 7. Persons within the Sta Florida designated by the owner upon whom notices or other documents may be served as provided by } -W-M Q Section 713.13(1)(a .Florida Statutes: 0 W-& Uli = Q Name Addrqds MY State. !i Cif p.tY}„<.U3' . W;— Telephone Number of D naked Person: '''. ,.cA: u ' ' B. In addition to N,the owner dealgrhetee Of— to receive a copy of the Ltenoes Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Parson or Erdlty Designated by Omar. S�` 9. Expired-date of Notice of Commencement(the expiratiah date may not be before the completion of construction and final rut to the contractor.but will be one year from the date of recording unless a dlfterent data Is specified):. J �t 20l :• q .:. , WARNING TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT • :, ei ;� tb ., ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER713, PART1 SECTiON713A3. FLORIDA STATUTES AND CAN RESULT iN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMia MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IFYOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT...... � . �,':•+ Under penalty of perjury,I declare that 1 have read the foregoing notice of commencement and that the facts stated therein era true to tthe beet 0 • ' of my knowledge and belief. STATE OF FLORIDA 'T e COUNTY OF PASCO to Owner or Lessee.or Owner's or LessWo Authorized lDirector/Partner/Manager tP�f1 b,+hn.�l+QJ7 s Slgnatorys me/Ofiice 02 13 by '; r1ss; `�Ywt�,at1r The foregoing Instrument was a before me this day o1 rn J {type of authority,e.g.,of ice"trustee,attomey in fad}for f1YY'17y'1 L%n h � (name of a on behalf of whom Instrument was executed). F}G-IIS t l C -(in T patty ) i' Personalty Known O'OB Produced Identification❑ Notary Signature Type of Identification Produced Name(Print) t1i I. 4 HEA ONII WC0111" �:llNdRif\jYW tfp�yyyfyA y��„.~ y�... .. .. v 7� ata/boshio lcecanmencarnent =48 h - F All' a2l F r•.t �� it "4 y � '•4.' f� � A� ltd ✓t .�C7�' 1 ' I 0q) Site Plan Waterman Properties of Florida communities home Majestic oak LOT# 212 1/16" Scale 3 ' she 20 shed ON 4-concrete �P ' 0���� L, 212 GFI 110 GFi OUTLET LIGHT SWITCH -69 ELECTRICAL LEGEND 1 i intertek Intertek-PSI Tel +1 407 304 5560 1748 33rd Street Fax+1 407 304 5561 P Aza-M) 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,6t'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. 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 Ill 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- on) ATI"),and MT Group Inc.("INTERTEK-MT"). www.intertek.com/building ROBIN BUILDERS, INC. L YONS, GEORG/A o�N am. 0 ROB/V G o GENERAL NOTES 7.TM49 81RUCRIRE HA8 BEEN DE.RKiNm IN ACCORDANCE WRH 7!E 12.ALL WIRE SHALL BE C112THm SOUR COPPEi2 WRH ORWND.WIRING a a ` 2017 A UUDING CODE 601 EDITION,M NAIONAL C CODE, PROTECTED PER 2014 NEC. FD(TURE LOCATIONS BTYPE M11V VARY. 2D17 FLORIDA FIRE PREVENTION CODE AND ASIDE 7-10 FOR 100 MPH W00 VELOCITY (3 SECOND GUME)MOSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 1&ALUMINUM WINDOWS-TYPE,SIE,QUMNTTTY AND LOCATION MAY VARY. 2 ALL MATERLALS AND LABOR SHALL INACCORDIW�WITH THE AB.:VE CODE AND MAXIMUM WINDOW S�•481 WIDE x-38•NDH. .... ALL OTHER APPLICABLE CODES. 11.OPf WNAL E1(TERIOR WALL COVERING81Nd.WE CORRUGATED ALUMINUM, -MESA ALERGY M.♦•LAPALl1,11NI11A.E18•PiT-111 BD1 VINYL SONG &BUILDND CLASSIFIED AS RESIDENTIAL LAWN STORAOE.80/126 PSF FLOOR LOAD. EItAC BA FIB FlBERCEUNHNT PANEL VCARBONA N ��pp VERINGSINCWDE 20 UOE ILLVALUOR NOT FQR HAILITATKNN. SHINGLE ROOF OVER 1?PLYWOOD WIT1A 2 LAYERS OF 16 L8.FELT OR 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMATILE OVER 7H8.OSB AND 15 LB,.*FELT. " F M n a U &OUTSIDE OVERALL dMEN810Ai8 CAN VARY BETWEEN LIMITS AS SHOWN,BUTMEMBER 1 USE 14•x.Olp•GALV RRNO SHANK NAILS FQR ALL CONNECTIONS BETWEEN C a n o SPACING SHALL NOT EKCEED LARS AS INDICAT®. .Bdli1NEERED WOOD.AND FUSER CEMENT SIDINGS AND FRAME C Fo m 4 c B.ALLR.00iR SKOdJO1STLULB6RT0 BER18YP Im PT 1S.SW PLYWOOD FLOORING SURFACE NAILED WITH 31 x 0.1201 GALV.NAIL SPACED p Nz� .oz ALL WALL PLATES.SUN 6 RARA LUMBER TO BE 1t1 SYP KO 6•EDGEI IO.00 FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. R7 o'm � S 7.ALL WOOD WITHIN WOF GRADE OR IN CONTACT WITH MASONRY SHALL BE �Jv jz a PRESERVATIVE TREATED IN ACCORDANCE WITH AMA Ul AND 1Y.PIX17NOAYION FOOTING AND ANCHORING OF UfiITWUl LNE Tl1E OWNERS FASTS!®WTTHOALVAKIZED FASTEPNER& RESPONSIBU.RNroM WRH LOCAL OWE AUIHORITYTOVEWFI'SPECIFIC & 01CTINO � LTHE NmI fCIPAL CODE Boa S.TRUSS DESIGNED TO SUPPORT D.L.+LL=95 PSF. WITH &ALLALULIIJU MSDNOIROOFWO TO BE 300N ALLOY CONFORMING TO ASTM B,20B. IR9EMfS f-0RTF0387RUCTURE 3$000 MIN YIELD STRBNG& 1&ROOF DRAINAGE PER iW U 8 RB03A psi ry 10.USE96 X Sl4'TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN AA�N�AA LAP SIDWOAAD FFMAIL EC8X 3T41 WITH 12'NEOPRBHESACED yyASHER ATTA ON CONNECTIONS BETWEEN ROOFAND FRAME. STRUCTURAL LOAD LIMITATIONS b,,,.n ,..�...•� SPACING AS F l�Hl& ERAL MEMBERS OC °1"1•'""1°p°' WISIOM-P� �M��RS7 ROBIN BUILDERS INC. ROOF LNG INTEItI FLOOR LINE LOAD: n 3Z 5•STAT3E 54• SIDING-IrOCBOTTOMPERIME E L A 50/125 PSF 912N55'26 3266 11.DOOR SHALL BE 11X1•STEEL TUBE WELDED FRAME=AN ALUMINUM - ROOF LIVE LOAD: - v,•.cd.m.. NOE .umwnwmr PANEL INSERT WITH STRUCTURAL LINER AND PIANO HI DOOR IS ADD PSF ATTACHED TO VERTICAL DOOR JAMB.OPTIONAL DOORS INCLUDE ROOF SNOW LOAD: TTIII III Ir DOUBLEq�,� UM pppRg,pGDOORS AND pp O DOORS.TYPE NOT APPLICABLE �1 /��� TMERICANA, RUFFY Ste.QWMRYNAND LOCJLTON MAY VARY.DbOR NOT TVMVTO IOHT �`�'CH.F(�0�•' AND WIDTH REQUIREMENT IF BUILDING 16<4400SF PER FBC 1010.1.1(6} WIND LOAD: �.V�,ENgt•.,.p'y FLORIDIAN, GAMBREL A ULTIMATE 160 MPH;NOMINAL 124 MPH •:Q�_ BARN, GREENHOUSE B.RISK CATEGORY 1 _* Nu.63/39 •.*_ CLASSIC, PORCH C.B WIND E%POSURE CATEGORY _ MODEL.STEEL D.GCpi-i-.55 INTERNAL PRESSURE flalnfa )r` 'IBC 2017 1. T, Q•. DDREOF C�S••.�YoiciDR:'G�p` '12-20-17 1 of 8 ell .•1�```C/i-�ia�.... NONE PSI APPROVAL 2D1 B-01-15 (/�f FLOOR DETAILS _ o0 Nn �o _ N VARIES TO 50' 0' N PT 2X4(6)FLOOR JOISTS 16'00 SW X 24'6'HEUX(OR EQUAL)ANCHOR FOR SOIL 1 DOUBLE FT 2X6 310Q9 p'�(3 2X4�6 RAIL MODEL MRA(024DACI)OR EQUAL FOR ROCK 4 SKIDS REQUIRED FOR )3'X.�20 NAILS .095 OALV.STRAP OR CABLE OF 4760#CAPACITY T FLOORWum OF IT 8' I A 3 0 FOUNDATION ANCHORING TIE DOWN SYSTEM . A TO BE SITE DESIGNED AND LOCALLY PERMITTED o 0 t- m tjo�a zoo a T�punl�nt as g 1 IS' 6•MAX H,E {r: Nn.830.88 :1j =o`•1/1212018 wd° HTATEOF A_ GMn A I I ITH(G1 � � O y N 4> Lj ,•� N Z O O� Z 6•g8___VVVyyy���DE (6)S'X.12ONAILSPERCONNECTON 'Ppf' FL TYPICAL FLOOR FRAMING AMMEoc�iw�CONCRETE x �35 PT DU3J N.T.S. EACH END,THEN MAX 9 CENTERS. u O a Odes,99, pFs1N' 314•PLYWOOD PT • � FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE 6 DEAD LOAD nu n.rt�R.e FLOOR LOADING. ROBIN BUILDERS, IN aa°a,rr.m.i�v 2X4(6)PT FLOOR JOIST oi.m ° moe 4(®)PTH�D SETWEE4 UNIT WIDTH 6' 8' 10' II'6' 13'6'J�; SWIMP x.12ONAIL36,OC FLOOR JOIST 2XL 2%L 2X6 2%6 2X6OF SKIDS 2 2 2 2 4'A' 16' 18' 18' 24.5' 15' A PT HEADER BETV�� �SgOS-S'X.12ONALL86'OCDOUBLE PT 20 SKIDS B. 40' 60' 84' 84, 40, SIMPSO,N 144 OR EQUAL A�8 "^� PIOTE: ��3 � �RECEIVE BE USEDP50 LONG AStD�]=NSION 6R IS DIV�DEDOEOUJ40LLY®L2�' OUff TSIDE WALLR SKID tND AN EXTRA SKID IS PLACED UNDER EACH 2017 FLOOR DETAIL ;2-2°-" 2 °1 6 NONE N.T.S. PSI APPROVAL 2018-°7-1 i FRAMING FOR AMERICANA.CLASSIC,RUFFY 20 GA.2. X 4"MREK CONNECTOR PLATES HEADER DETAIL,MAX SPANS 8 FASTENING 8'- EMBEDDED BY HYDRAULIC PRESS HEADERS 1-U4 2-2X4 2.2X8 EACH SIDE OF JOINT WITH? WITH 1/7 12 20 GA.3'X S'C0NNECT0R PLATES 0- PLYWOOD PLYWOOD 3 AT THIS CONNECTION ON 14'WIDE c CEM ® ® UNITS ONLY o N O 14 OPTIONAL SAVE 3'MAX DOUBLE 2X4 SYP q1 KD STUDS 8 DOUBLE n ® 2X4 SYP 01 KD RAFTERS AT EACH END ar h=SPANS 22.6' �• -. _ _ STITCHED W/3•X.120 NAILS 17 OC d^ U4 SYP 01 KO WALL STUD WITH 3 j FASTENING 3-.130'z3' 8-.130'x3' 8-.130'x3' 172X9 BLOCK 2X4 SYP 01 KDJACK STUD NAIL EA END NAIL EA END NAIL EA END AT DOOR OPENINGS w a ILL SPAN S FASTENING o0 o 9X43YP Sl2 KD BELTLINE.DADO INTO STUD Q 6 LL a SILLS 1 DW 1 12'X 17 28 GA.GALV.STEEL PLATE CONTINUOUS ARWND PERB�TER z 3 o (2)3'x.20 LSPER CONNECTION of. TOP 8 BOTTOM OF EACH STUD g J a ® (P&B TTOM NAILS(TYPJ 2X4 SYP#1 KD BOTTOM PLATE a a 9'x.120' 1KDBOTTOMAILS V NG PLATE w - I DOUBLE PT MIS SKIDS I f i 13, 6"MAX. - AND wawDows TO VARY MAX SPANS 49' NOTE FOUR SKIDS UNDER 13V WIDE FLOORS ONLY I FASTENING NAR EA EN TYPICAL DOOR FRAA04M END WALL FRAMING MAXIMUM DOOR SIM- N.T.S. 108'W X BO•H y N"'I w o 0 m 12 c4 �> 9 20 GA.2b'X 4•MPTIX CONNECTOR PLATES mhvtelc, a y o 1X4 SYP H P 711(r SURFACE NAILED_ .7JS::JDEC B:'FIYDRAULIC PRESS oz WITH(9)7/1B'X718 GAUGE EACH SIDE OF JOINT ��Q STAf)LES PER CONNECTION m0[nEwtw .Z. m o a a (ALT) USE STEEI.HAT CHANNEL W/(2)2-1/4W.131 HT NA0.PER C0NN. i).ai3,nsv K Eoi o a�(9)3•X120 NAGS PER CONNECTION 2X4 BOTTOM CHORDS ON 10',11'8' !�� 81S'8'WIDE UNITS ONLY AND F OODELS AMERICANA OPTIONAL EAVE 3'MAX--f{' AND RUFFY MODELS iaEs�mue 2X4 SYP BI KD STUDS S RAFTERS 24'MAX SPACING00@ )c am M,mEer.YmrG Kunin YE a� Etl9)9@�NCEEQOl) SIDING:SEE NOTE&14--/ ' 90'MAX. - - ROBIN BUILDERS INC. 652 S.STATE St. I1..YO S,CA 3043fi • �1X4 SYP ill KD CONTINUOUS BELTUNE,DADO INTO STUD `9tz 626-3266 (2)3'x.12D NAILS PER CONNECTION STUDS TOE-NAILED TO BOTTOM OTTOM " PLATE-(4)3%130•NAILS 2X4 SYP 01 KO BOTTOM PLATE,3•x.120 NAILS W 0Cl.�"�'T• RUFFY, CLASSIC, AND AMERICANA 11/7 X 1728 GA GALV.STEEL PLATE DOUBLE PT 2X8 SKIDS `*;••. N.suy +* FRAMING DETAILS AT EACH STUQSP &$�ON 4 SKOS ON 19'8'WIDE I - ll�y))�1 _ {z 13' 6"MAX. ,Q`-./sn�oF •Cq'�� "ABC 2017 ` �s4•�?ortiv�:'G�=� �12-20-17 3 of B CROSS SECTION DETAIL II ,,` NONE N.T.S. PSI APPROVAL 2018-01-16 FRAMING FOR FLOPOIAN NOTE!GABLE ORI ENTATION IS SYMBOLIC tnbwtL-k SINCE GABLE CAN BE IN EITHER 0 RECTION. psi 12 COD-REVIEW 2.51 •ROOFING:SEE NOTE#14 I 11Z'X 1 r 26 GA.GALV.STEEL :j STRAP AT TOP OF EACH DON GABLES-ATTACH TO TOP OF RAFTERpa &OVER RIM&TOP PLATE TO STUD (8)1.25-X.105"NAILS(TYP.) 20#1 SYP VERTICAL RIM OVER 2x4 NAILS TOP PLATE x BLE 2X4 3"xJOS"NAILS WSPACING mcoc..Q.m y SIDING:SEE NOTE#14 RPEM MPEM017 LIIIIUMm. 2X4#1 SYPKD STUDS I 12"X 1728 GA,GALV.STEELPLATE l EACH X4 PURLIN 1X4 SYPKD PURLIN AT BOTTOM OF CH Fa (8)1.25*x.IDS'NA ILS } CONNECTION "--2x4 SYP#1 BOTTOM PLATE '! 2X4(6)FLOOR JOIST -------" �DOU8LEPT2�1,6SIaD�S� I MAX 13' 6' TYPICAL FRAMING ,, 1, IITWX79'H END WALL FRAMING 2x4SYP#1 TOP RIIINRT. LS AT EACH 1'pe Top PLATE V.Wlxf0"PKAT.CONNECTION OVER 2.4 SYP 41 FASTEN Wl 3..120 NAIL 8'OC ��Tl 112*xl6*26GSTEELSTRAP N.T.S. OP OF STUD&RAFTER CINNECTION ok-If 25 (8)1.26'X.105-NAILS(-rYP.) .0; ROOFING:SEE NOTE#14 2X4#1 SYP STUDS 24'MAX SPACING z.— O—R IX4PURUN— RAFTER -4 SYP#1 2F4rEN NO ,REr tL� .R _A_SAltr PLATE T� - NOTE. OPTIONAL 3"NON-STRUCTURAL DIRE�f R 2X4 R C 0 , L2, R OR S 2X4#1 SYP BOTTOM PLX EAVE USE SINGL 2X4 GRAFTER FOR SPAN 9r. . AB, D 11/2"x12"26GGALV'STRAPS�UP u 11 ATTACH TO GABLE RIM W/4.7'x.120"NAILS EA EN USE DOUBLE a4SYP#1 IN'T"PROFILE MAX SPAN 135" BOT.EA.STUD TO RIM JOIST DOUBLE STUDS AT CORNERS STITCH W1 3"x.120"NAIL ON 8"CENTERS FASTEN W18-1 1X x-IOTNAJLS 3'x.120'NAILS ON 8'SPACING ATTACH TOGABLE RIM V#&3"x.I2O'NAILS EAEND ROBIN BUILDERS INC. SIDE WALL FRAMING 2X4#1 SYP STUDS N.T.:5; 24 O.C. 2-r x.120"NAIE END 2x4#1 SYP TOP IX4 PURLIN GADDED BOTTOM PLATES CONT.INTO STUDS I-, FLOORING:SEE NOTE#16 W FLORIDIAN SIDING:SEE NOTE#14 FRAMING DETAILS I I a".12'26 G STEEL STRAP TOP&BOTTOM OF EACH STUD I/2�2 0rr; 2X4(8)FLOOR JOIST 'TBC 2017 Boren W� O "12-20-17 n TYPICAL CROSS SECTION "AS NOTED 4 OF 8 SCALE: 1/4" PSI APPROVAL 2018-01-15 1' vltortek, GAMBREL BARN FRAMING DETAILS 1X4 SYP 02 PURLIN SURFACE NAILED WITH pps i f (3)Tne•x 2-STAPLES PER CONNECTION REN (ALT)2D GAUGE STEEL HAT CHANNEL coozEW -^ (313•X.120 NAILS AT STUD 72 W/(2)2-1f4'X0.131 HT NAIL PER CONN. mn<.mwlsme<e mm,.n..,,.< 7O0 TRUSS CONNECTION 9.6� 00H' 20 GA.25'X W MITEK CONNECTOR PLATES ua tmse2.1 12 EACH SIDE OF JOINT 'N Mmdo,RaY1v i}dl9 1e Go DOU O anu PeNe'm:WAW OW< Ia K1U1B40 AATE WALSTUDS BRAFTERB r a Kmws.vm,>s HEADER FOR DOOR OPENINGS ONLY RICH TOGETHER WfiHW G �H2p 3 TO&i� RSD c�.. 0 SILL SPAN SFASTENING CONNECT! WIfetO x�11@• DOUBLE 2X4 a . SOTS 1.2s4 PEERR m 2x4#1 SYP STUDS WOO MIN ..of o a°�> m 1 1t7 X 12.28 GA.GALV.STEEL PLATE 1Xp4 PgURUN w g°i AT TOP 8 BOTTOM OF EACH STUD 1X4 PURLIN PEFt OMN a a WITH(8)12W X.106•NAILS(TYP. (3)3•X.120'TOENAILS AT STUD 7O PLATE CONNECTION m w^o > m FASTENING 5-130•x3 2X4N1 SYP BOTTOM DOUBLE PT 2X8 SKIDS STOP PLATE HEADER DETAIL MAX SPANS 8 FASTENING NOTE FOUR SKIDS UNDER 13V WIDE TYPICAL DOOR FRAMING: IS' 6•MAX. MAXIMUM DOORS- QON Nw HEADERS 1,2:1 2-2X4 2-2X8 108•W X 60'H o �10 D PL�io'oo END WALL FRAMING o; N� p�R� D vOiCm 403 . 19& 20 GA.25*X4•MITEK CONNECTOR PLATES NJ"P. w ® r3.SFIL- OR EQUAL EA SIDE OF CONNECTIONMAXSPANS 22.6' 84• e5• 2X4#1 SYP BOTTOM CHORDS ON $aFASTENING3-.130•x3' 6-.130'xS' 9.130•x3• 18 .V WL:E811_WIDE ONLY NAIL EA END NAIL EA EPID NAIL EA END p DOUBLE TOP PLATE CONT.2x8 OVER 2x4 SIMPS AMOR OR EQUAL EACH RAFTER TO STUD 2X4 W SYP sruos 8 RAFTERS CONNECTION WI SM X UW MIN SPACING 24' SCREWSPERANCHOR ROOBIN BUILDEERS INC. z� SYO1�yS GA 130436 SIDING:SEE NOTE 014 (•912J 52fi-3266 9 ��O(( 1Xp4 PURLIN HIEII��i�� 11? A X 12`28 G GALV.STEEL PLATE PER CONNECiI�I ���� ���• VO EACH STUD TO FLOOR CONNECTIONGAMBREL BARN `:��;'syceNSF'••,Q��i WITH(8)1.26'X.10S•NAILS(TYP.) \\ 2X4tM SYP BOTTOM PLATE FRAMING DETAILS •1;j Lff in f/f 212 018 Ir= DOUBLE PT2xe staDs �O••,•• NOTE F SKIDS UNDER 13V WIDE FLOORS ONLY "°FBC 2017 " blare of <AS,••Rauti�.; ` W 6•MAX. -12-20-17 5 of B CROSS SECTION DETAIL NONE PSI APPROVAL 2018-01-15 N.T.S. ALLS HEADER DETAIL MAX SPANS 8 FASTENING FRAMING FOR STEEL FRAME R�SIOEWAWq 8OAHLOONNG RIIDWGEE WITH HEADERS 1,114 2-2X4 2-2X4 ROOF PITCH VARIES MO x 3W SCREWS AT 8'SPACING HIGH TO MAX 3.5112 nox 3.5 GABLE ORIENTATION IS SYMBOLIC N SINCE GABLE CAN BE IN EITHER DIRECTION. j5 00 r N OPTIONAL SAVE 3'MAX • J N N QmO FASTENING 2-i231�O 4• 4•#1Ox9/,rI STEEL STUD DOUBLE STUDS AT DOOR OPENINGS 34Q.. . 0 EACH END EACH END EACH END DIAGONALGAMIN]CORNER o O SILL SPAN 8 FASTENING p�> 20 GAUGE STEEL BELTLINE SILLS 1-U4 NTIN�IOUS AROUND PEROAETER BOTTOM TRACK ATTACH _ 3•x.2O N S PER CONNECTION z o o u TO FLOOR W11!4•x 21Fe W'iHE.i _ o.. HEAD LAG BOLTS®X CENTERS 8 Vj 18 GAUGE STEEL STUD PLATE <a DOUBLE BOLTS EACH CORNER MAX SPANS 48' 8 EACH EDGE OF DOOR OPENING FASTENING 2-W O x 314• DOUBLE PT' AX. I >w^m III IS' 6•MAX. -II TYPE AND WS LOCATION OF VARY NOTE FOUR SKIDS UNDER 13V WIDE FLOORS ONLY AND WINDOWS TO VARY N TYPICAL DOOR FRAMING. m END WALL FRAMING MAXIMUM DOOR31m- ��N.T.S. 1O8'WX78'Hp wOJ]° 4zCONTINUOUS BMTUNE 3 >0 3BOTTOM CORD EACH RIB TOP&BOTTOM PLATES p" uATTACHTORAFTERSWRH THROUGH ROOF PANEL z4-THGx$IV SCREWS EAENDmDERFvf¢wa a030�RAFTERS AT 24'MAX !MO x 3r4•SCREWS PER CONNECTION v J J__� VALLORUSAND PLATES W) d.,FWv o a n��WALLSTUDS erfand°,Flora 3)839I.opnoNAL EAVE a•MAX—I;i• FLO.—,F10.5M0.45,5M1-)fi 2OGSTEELSTUDSaRAFTERS24°MAX SPACING Isu¢Etleaza3fi ,,, FLPED re et111ana5Fr:lllatlrrG Martin,PE FLPEOl23)fi,IA PE 04103) SIDING:SEE NOTE#14� Base Ratl or Tap Rail op Raiiume6 90'MAX. ROBIN BUILDERS INC. —3]• 552ttyy5.STATE 5'F. I(912)5526-7266 6 CONTINUOUS BELTUNE- T #70 x 3/4"p�n.- 7 fheatl screw 1e)per il. BOTTOMTFACKCONT W111LAG 3CxRE 11�EA STUiDHEADN BOTTOMTGAURAGGCCONT. IJ_ Swagetl simple vr,�pJ`�.IE.�H 1E lV0''. STEEL FRAMING .116'dia.tLelj�r'?•'Jgf-'•:n+yry'� DETAILS No.63139 ;*� �DDueLE 61M� •pp f/!E%POfB? - NOTE FOUR SKIDS UNDER 1S'8'WIDE FLOORS ONLY 'A — ¢• O socrE ov _� �17 'CROSS SECTION DETAIL STEEL STUD DETAIL n` N.T.S. N.T.S. PSI APPROVAL 201&01-15 FRAMING FOR PORCH MODELS TRUSS SCHEDULE: 2X4 SYP#1 TRUSS RAFTERS 24"MAT DOUBLE 2.4 SYP#1 TRUSS RAFTEf�AT ENDWALLS &STITCH TOGETHER W/3"x 0.120"NAILS a"OC DOUBLETRUSSt�� AT ENDWALLS FIELD TRUSSES 24'OC 20 GA 3.5"X 4"TRUSS PLATES`•>;'.•' 55f77 p NOTE GABLE ORIENTATION IS SYMBOUC EACH SIDE OF TRUSS _{r; ;{r SINCE GABLE CAN BE IN EITHER DIRECTION. f212of8•: ' /sRI KING POST ON TRUSSES.99° 12 O sWeoF SINGLE TRUSS OVER WALLS 2.5 J .Romu!•:'6�� _ DOUBLE TRUSS PT OVER PORCH - 1 12"X 12"(68).105"x GA.GALV.STEEL PLATE 1.25"NAILS rll 3m< • p U T 20 G GALV STEEL HAT CHANNEL RO0 NG:SEE NO 014 F w w W/(2)2-1/4"x 0.131"HT NAILS PER CONN. 2X4#1 SYPKD STUDS p Q 23'x.120'NAILS p o� OU ET OUELE 2X4 EACHEND y SIDING:SEE NOTE#14� 0 3 VL O rc a as Il X Il 26 GA GALV.STEEL PLATE tX4 PURLIN 1X4 SYPKD PURLIN ROOF FRAMING TOP380TTOMOF EACH STUD O NCTIO (8)1.25"x.105'NAILS(TYPJ C CONNECTION m..p > rn N.T.S. 2X4(6)FLOOR JOIST DCU BLE PT 2X6 SKIDS �13' 6"MAX.--1 TYIICALDOOR FRAMING 20 G GALV STEEL HAT CHANNEL I �MfAXIMUM DOOR SIZE H W1(2)2-114"x 0.131"HT NAILS PER CONN. DOUBLE 0" TRUSS ALV NAILS NOTE FOUR MDS UNDER 13V WOE FLOORS 0ALV W X 75 H �, 112"x 16"28 G STEEL STRAP AT3.8°SPACING FMn zo TOP OF STUD 8 TAIL END OF TRUSS °max• rn w o (e)1.25"X.105°NAILS(7YP.) a a n F �> psi END WALL FRAMING 3Y72"18 G GALV.PLATES ON 2 X 4 PT NAIL:TO UNDERSIDE ".����-�'" N.T.S. 2 OUTSIDE SURFACES OF 4x4 POSTS OF TRUSSES 2-3'x.120'GALV ,,:.u.,s... o 10-3'xD.120"GALV NAILS EA PLATE NAILS ON 6"SPACING ^� ' ear on ROOFING'BEE NOTE#14 20 G GALV STEEL HAT CHANNEL ti n y a uvv„n W/(2)2-1/4'x 0.131"HT NAILSPER CONN. 3 PORCH P�ORCUI DETAILS °�°, °� nw 112"x i6"26GSTEEL STRAP a uoa� TOP OF STUD&TAIL ENDOF TRUSS (8)1.25"X.1 O5"NAILS(TYP.) u1 N.T.S. DOUBLE 2x4 ST OVER 2x4 SSYPYPT TOP PLOP ATE CONT. NON-STRUCTURAL EAVE RIM JOIST COM. 1 12'x 16"26 G STEEL STRAP FASTEN W/2-3"x.120 NAILS EACH 8" TOP OF STUD 8 TAIL END OF TRUSS DOUBLE 2x4#1 SY (8)1.25°X.105"NAILS(TYP.) CORNER STUDS 4X4 PT HEADER SUPPORTED BY 2x4 PT JACK STUDS - 2x4 SYP PT TOP —�— PLATE CONT. OPEN PORCH AREA R081N BUILDERS INC 2X4#t SYP SNE MAX 6'SPAN WALL TO CORNER POST 2X4#1 SYP STUDS 552 S.STATE S1'. 24"CENTERS 4x4 PT P08T5 AT EACH 24"MAX SPACING LYONS GA 30436 2.3"x.120'NAIL EA END 0UTSaR]E�CORNER 2x4#1 SYP BOTTOM #12-526-3266 TYPICAL WIN.FRAMING FF PP PLATE-INTERIOR 2X4 PT RAIUNGS IX4 PURLIN DADOED WALL ONLY MAX 6"OPENING INTO STUDS FLOORING:SEE 4 1X4 PURLIN NOTE#16 PORCH MODEL SIDING:SEE NOTE#14 FRAMING DETAILS 2X4 91 SYP BOTTOM PLATE 1 12"x 1 r 26 G STEEL S 3'x.120"NAIL 8"SPACING BOT.OF EACH STUD TO RIM JOIST 1 12"x 17'26G GALV STRAPS (8)1.25"%.105"NAILS(TYP.) •N BOT OF EA STUD TO RIM JOIST 514 x 6 PT FLOOR DECKING "x12"18 G GALV.PLATES 2X4(6)FLOOR JOIST rBD 2017 FASTEN W/8-1 1/4"x.104'NAILS ON PORCH ONLY ON 2 OUTSIDE SURFACES OF TOP B BOTTOM OF 4x4 PT CORNER SECTION -12-20-17 7 OF B J'x0 POSTS-10 .120"G CROSS S� ALV NAILS EA PLATE S G SIDE WALL FRAMING �S NOTED SCALE: 1/4" = 1' PSI APPROVAL 2018-01-15 PLYWOOD FLOORING 2x4 BASEPLATE FLOOR JOIST 2x4(6)PT RIM JOIST FLOOR JOIST GENERAL NOTES 2'x2'xl/B'ZINC PLATED WASHER 3/4•PLYWOOD FLOORING H c 1/2•x4'GALV LAG BOLT 1. BUILDING ANCHORS INTO EARTH SHALL BE z ^a 2x4 BASEPLATE ME31LE HOME TYPE 1/2' SINGLE HELIX EYE ANCHOR ATTACHED 70 BUILDING ANCHORS BY HOME PRIDE OR EQUAL WITH N WITH 1/2'x4•GALV LAG BOLT 2x4(6)PT RIM JOIST MINIMUM EMBEDMENT OF 24' AND THROUGH WASHER,THEN EYE OF AVERAGE HOLDING POWER OF 4,0004 ANCHOR,THEN RIM JOIST g 2. BUILDING ANCHORS INTO CONCRETE 1/2' INTO END OF FLOOR JOIST WEDGE ANCHORS WITH MIN 3' EMBEDMENT a 2'x2'xl/8'ZINC- 3. ANCHORING SYSTEM TO GROUND PER LOCAL o 0 GRADE - - PLATED WASHER BUILDING CODE.LOCATE ANCHORS PER A 1/2'X4'GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN w 4. ANCHORING SYSTEM TO CONCRETE SLAB PER p a ' PIER SPACING LCCAL BUILDING CODE. LOCATE ANCHORS PER o p REQUIREMENTS SAME SPACING REQUIREMENTS SHOWN WITHIN a AS ANCHOR SPACING z 1/2'EYE AUGER ANCHOR WITH ANCHOR ATTACHED TO BUILDING 5. END PAD SPACING IS END OF BUILDING TO REQUIREMENTS f 4•SINGLE HELIX g MIN. WITH 1/2'x4'GALV LAG BOLT CENTER OF END PAD 3p� EMBEDMENT OF 24'.LOCATE THROUGH WASHER,THEN EYE OF 6. POD SPACING OTHER THAN END PADS IS ANCHORS ONLY ALONG LONG ANCHOR,THEN RIM JOIST g a L SIDE OF BUILDING.END ANCHORS CENTER TO CENTER - a WITHIN 2'OF EACH END,THEN INTO END OF FLOOR JOIST 7, 34SE OF EACH PAD TO BE 8'46'x4' SOLID CONCRETE B3CK (CEMENT AND SAND MIX) 8'MAX ANCHOR SPACING. GRADE 8. H LLOW OR SD ID CONCRETE BLOCKS MAY BE DRY-STACKED ON PADS FOR HIGH SETS 1/2'.EYE AUGER ANCHOR WITH UP TO 48' WITHOUT REINFORCING SHED WITH ATTACHED SKIDS 4•SINGLE HELIX g MIN. 9.ANCHOR SPACING IS BASED ON ASCE 7-10 m� E END VIEW EMBEDMENT OF 24'.LOCATE RISK CATEGORY 1 BUILDING EXPOSURE B G m p o z ANCHORS ONLY ALONG LONG 16D MP- H.(3 SEC GUST) EXPOSURE C ^s SIDE OF BUILDING.END ANCHORS 20i17 FLORIDA BUILDING CODE 6th EDITION SCALE:N.T.S. WITHIN 2'OF EACH END,THEN 10. KAXIMUM INTERIOR SIDEWALL HEIGHT OF y Q1°'� my N B'MAXANCHOR SPACING. WILDING IS B'0' INSIDE WALL HEIGHT �N P. 1 11. NdXIMUM WIDTH OF FLOOR IS 13'10'WIDE 12. VAXIMUM LENGTH OF FLOOR IS 50' LONG y vi vie o 13. F'IER SPACING REQUIREMENTS SAME AS 5 z " PUGER ANCHOR SPACING REQUIREMENTS Ia a >o ANCHOR ATTACHMENT DETAIL tnterbLk o SCALE-N.T.S. psi z z FOUNDATION ANCHORING TIE DOWN SYSTEM CODEREWIEW 2x4 BASEPL (1)1/2'ZINC PLATED NUT TO BE SITE DESIGNED AND LOCALLY P'°��^k��o'��°d�' '•"" PERMITTED naay.asi.«r 3/4 PLYWOO (1)2'x2'xl/B'ZINC PLATED WASHER ok,�do,n—dP.ueas 2x4(6)PT RIM JOIST 26 GAUGE G-i GALV Pm nEvt amen 01& 1/2'WEDGE ANCHOR WITH STEEL 1S'W 18'L 3 MIN EMBEDMENT INTO U-SHAPE➢BR.CKET ' ia4s16)A(6 1/2'x 12'EYEBOLT ATTACHED TD EACH rusmP.u.smias ERO�8;111 SOLI➢CONCRETE SLAB STUD L FASTENED W/ UU(Cc4UPE436 THROUGH 2x4 WALLPLATE 4 (14)-0.089 1.25' a xum vlEmrc.m,m Pe BUILDERS INC.EYEBOLT ATTACHED TO ANCHOR WITH g 2x4 P7 BG--OM PLATE. pa°OC°` g"' `' STATE BY.-(D 1/2'x2'ZP BOLT,(2)2'x2'xl%8• SPACING OF ANCHORS TO RING SHANK GALV NAILS FlPF4829T9,a PE P4]011 CcA.30436ZP WASHER,(U 1/2:ZP NUT BE MAX 3'ALONG ALL x4 BASEPLATE U=4U 6 326-3266 T ..;. FOUR WALLS WITH I A-24 SIKPS13N(or EQUAL) MIN 4' .,:���i;.t+,':• B70N UPLIFT WITH 1/2'WEDGE ANCHOR WITHIN 1'OF �1l1IIlINr((�� J- ANCHOR MIN 3'EMBEDMENT. EACH CORNER. 2'x4'P.T.BPSE �IVA e�% w�..•r LOCATE ANCHORS ONLY ALONG ONCRETE SL3H BY AL CODE ANCHORS WITHIN 2'OF EACH MIN 4' CONCRETE SLAB BY LONG SIBE IF BUIL➢ING,ENO T �•'J $F•'':G' OTHERS LOC OTHERS LOCAL CODE ,.• •;�� TIE DOWN DETAILS AND JURISDICTION END,THEN 3'MAX SPACING 1. AND JURISDICTION =*• NP I. •*= APPLY APPLY SHED WITH ATTACHED SKIDS SHED WITH❑UT FLOOR ?p0..,l aI� ANCH❑RED TO END VIEW CONCRETE ANCHOR END VIEW TO CRETEDO -AS N NOOTETE B Dr B AS D SCALE-N.T.S. SCALE-N.T.S PSI APPROVAL 201 B-01-1 G .. - • City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 7v--P 1 Date Received: 5I �- ) 1 lei Site: 3 %,5'I Permit Type: H C rc ao k.,ro w W� Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This commen sh e s 1 be kept with the permit and/or plans. N2 Bill Burges — uilding Official DEW Contractor and/or Homeowner (Required when comments are present) CITY OF / ' NOTICE BUILDING ZEPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTION D • NOT REMOVE ADDRESS DAT PERMIT a f' q, 1 21 THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. NY &L C It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR 44=C5 ,�