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HomeMy WebLinkAbout19-21510 I CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21510 BUILDING PERMIT PERMIT INFORMATION LOCATION.INFORMATION Permit Number: 21510 Address: 39510 CYPRESS POINT LN LT 186 Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: RV PARK Lot(s):186 Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24-26-21-0000-00100-0090 Improv. Cost: 3,330.00 " OWNER INFORMATION Date Issued: 7/17/2019 Name: NHC-FL115 LLC Total Fees: 157.50 Address: 27777 FRANKLIN RD STE 200 Amount Paid: 157.50 SOUTHFIELD, MI 48034-8205 Date Paid: 7/17/2019 Phone: Work Desc: INSTALL 6 X 10 SHED W/ELECTRIC CONTRACTORS APPLICATION FEES WATERMAN PROPERTIES OF FLORIDA L BUILDING FEE 90.00 MARTIN ELECTRIC ELECTRICAL FEE 67.50 N10 Ins ections Re uired 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 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received J 1 y Phone Contact for Permitting V 3 / 7 — 3 0`ly Owner's Name n O C- 4 L ► 15 LL C Owner Phone Number Owner's Address 1 ' `I Aq\` VI Cl 51 T-a�O 9-4 I m =Owner Phone Number Fee Simple Titleholder Name N Owner Phone Number Fee Simple Titleholder Address / JOB ADDRESS '3961 u C f -, , pp,rvk Z h\ 1g 3 I LOT# SUBDIVISION ^ e,��OC PARCEL ID# 9Li- aLO- a - 00U0 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SIGN DEMOLISH INSTALL E REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME = STEEL DESCRIPTION OF WORK :1-N s4A I Me vJ 13e6QiLT5HE-D@ [ax10 WilkE ,21 BUILDING SIZE I I SQ FOOTAGE HEIGHT BUILDING $ 50 0 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATIONf!� ` =GAS ROOFING 0 SPECIALTY = OTHER L \ FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER �o• COMPANY SIGNATURE REGISTERED Y/ N FEE CUR EN Y/N Address J 135� �, Z rh�115 ��L ` `�a License# C�c �a�a�9u ELECTRICIAN 4�� f c1 COMPANY SIGNATURE ice---� REGISTERED Y/ N FEE CURREN Address P•D. bO C 3-7 L Cc ?35XI License# Et 3 o 13`83 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 NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" whicli 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 W" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. 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 COMMENCEMENT. FLORIDA JURAT(F.S.117.03), OWNER OR AG 1aJ ¢ CONTRACTOR Subscribed and swo n II (or affirmed)Nfore me this Subscribed wo (or affirm )before me this � bY b y_ I�CJCP 2.(01 LS Wh rs/ a personally known to me or has/have produced Who s/ e�RR rsonally known to me or has/have produced N�>0 as identification. I��A as identification. CNotary Public Notary Public � � ry Commission No. Commission No. +� kA F, Wn Name COMMISSION245537 Name e ,prior)" 6HER . MY oS�•pl e . EXPIRES:December 3,2022 d *: MY COMMISSION#GG 24553T Bonded Thm Notary Public Undervmters '� EXPIRES:December 3,20Y1 i a 'A5 '',POge5? ' BondedThruNotaryPublicUndmdera a FLU(i 109 City of Zephyrhills BUILDING PLAN REVIEW COMMENTS J � G Contractor/Homeowner: L4 t kn Date Received: 7ZJ 2 -/ Site: a ti Permit Type: t'V lj/.z c-f(yr G 1-13 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. JUL 12 2 19A 1.!_ : Kalv tzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE JUL 12 2019 CITY OF ZEPHYRHILLS, RV lot PLAN EXAMINER Shed RV lot 0 206- S Concrete 5 s Waterman Propertiestreet Majestic Oaks Printed at 1/16" Lot 186 o N N N I N N N N N N N N N N N N nCA> O fir-' N Cr a) .G Crll V m CAD O 1W-+ cnCCO CO Ise EEZ oiz SLO set h6z 96Z zsz He I8T 78t 86e He I6Z ZTZ 88I E8I Z6Z c ne 06Z 81Z 903 68T Z8i I6Z Zm W1IZ r 90e 06I m 06 0 He STz hOZ 161 C 081 91 z S m LZZ 9TZ 1E, EOZ Z6T o UT SI o v 80 co o N w z He LTZ ZOZ E6T r 8II ht n 1S SLR - Sze SIZ Z Toe h61 = LLT EIANIL W 61e ON 961 UT Zi EZZ OZZ 661 961 SIT UT eZZ TZZ 86T 1 _Lt 6LI GARDEN CITY WY - ' N r w r CTi C" .a CA co v z N w PARK ENTRANCE � � W t» I.—N N W cu W co w w c t CO Ow r cn m CA �4 - . m NR o in m � rn u .c Co N � o cn m .l� -,, V O�0 CEO O � N co m, cn C" V m c cn 0O O N N cu .y ry N N N IV N N N N N A7 CO W c�u hS W lull W W OD V I— IV V V V hIt = O ,- N W r cn m V W CO C3 N C] S8 W N O cD W .V rn cn LB SIT r V w w w w w c a w cps 98 ZIt t- cn .cam W N r O ra W V CA rJi r W IT r r r cn cn cn cn cn cn onu i Cm o cn co o , N w r cn rn CO o 68 � � � � � � � � � W os co V C77 CTI r W N W O CO -tD OD do( �Dco �1 V O O O O O O O W W W W W CO CO N CD r co IV I-� O CD CD V C3] Cfl r W Q - � ® © ® � C � ® 000 C*) C D CC7 CD CD 0 O'co cn cn 0 O z � ^s i CD Ca CQ C7 CS O CD ZS II CD CD n CDCDO• C/l p CD O CAD T coo p C= O O O pcn CD am rn •�a s CD W CD a, ' m o �'- Ocn 0 CD �GFI } 1a cFt OUTLET LIGHT I,,, SWITCH ELECTRICAL LEGEND lllt�rt�k Intertek-PSI Tel +1 407 304 5560 ® 1748 33r,Street Fax+1 407 304 5561 POrlando,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,6th 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 aSMI-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 ['I 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. �oWo. L YONS, GEORG/A I O N Qm0 Q O GENERAL NOTES Z 52o 3� 1.T108 87RUCfURE Mll9 BEEN DESIGNED IN AIxORDANCE yy�{THE - 12.ALL WIRE SHALL BE M2 THHN SOLID COPPER WTTN GROUND.WIRNG a'a 2017 FLORIDA BUILDNO CODE 6M EDf110N,2011 NAIONAL ELECTRIC CODE. PROTECTED PER 2014 NEC. FDCTURE LOGTIONS 8 TYPE MAY VARY. 2017 FLORIDA RRE PREVENTIdN CODE AND ASCE 7-10 FOR 1�MPN WIND VELOCITY (S SECOND GUSnE)POSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 1S.ALUMINUM WINDOWS-TYPE,SIZE,DUANTRY AND LOCATION MAY VARY. 2 ALL M1ITEIRULLS AND LABOR SHALL C N ACCORDANCE WITH THE Ab.'Yc:ODE AND MIAXO,NM WINDOW 8�48'WIDE x 38'HKiH. m lA- ALLOTHERAMS ME CCCrU.=.OPTIONAL EXTERIOR WALL COVFRIN081NCLUDE CORRUGATED ALUMNUM, 1 WITH EN�FRG�Y B,4LAPAgLU�MORM�1.818'PTT 118 VINYL 81DIN0 9.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE WM26 PSF FLOOR LOAD. OR LP SMART8IDE�ROOOF COVE(tl EIKBSR 1 20 E]q�f»LY�CAVRBO TE q U m m m NOT FOR HABITATION. Ell ROOF OVER 1?PLYWOOD WITH 2 LAYERS OF 61H.FELT OR : e m 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMATLE OVER 7116'OSB AND 16 LB.FELT. a o„ Iri c1 1 M 0:0 S.OU181DE OYHULLL DIMEN810N8lJW VARI/BETWEEN LIMITS A8 SHOWN,BIlT MEMBER iB.0 2-1f4•xAOY'GALVRNG B►UNK?AILBFORALL BETWEEN a m<N M 3PACN0 SHALL NOT DRC®LJMR8 AS INDICATED. WOOD.ENONEERED WOOD,AND RBER CEMENT SDIN09 AND FRAME o F'�m 1, 8.ALL 0.00R 8KID8J018T LUL®ER TO BEIR28YPID PT 18.3AP PLYWOOD FLOORING SURFACE NAIED WITH 3•x 0.120•GALV.NAIL SPACED p moo^ .03 ALL WALL PLATES,8TUD9 8 RAFTERS LUMBERTO BE,,SYP Im MEMO 10.00 FIELD.FLOORING OWFNTm PERPENDICIILAR TO FLOOR JOIST& m m 7.ALL WOOD WRHN B•OF GRADE OR IN CONTACT WITH MASONRY SWILL BE .Z, mJv'1s a PRESERVATIVE TREATEDNACCORDANCEW HAWPA UI AND W.FOUNDAYWN.FOOTMIO AND ANCHORING OF UWWRL BE THE OWNERS FASTENED WITH GALVANIZED FASTENERS. - - ILITY TO CHECK WITH LOCAL CODE RRYTO VERIFY SPECIFIC o z o F =REIREMAFFEC7N0TlFE INSTALLA�AND UTILITY B.TRUSS DESIGNED TO SUPPORT D.L+LL-96 PSF. CONNECTIONS TO 7H1881A1DWa EPU ASSUMES ALL � LOioa� RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE 9.ALL ALUMINUM 3ID TO BE 3004 ALLOY CONFORMING TO ASTM B-209, R REA4ENiS FIRTHS STRUCTURE psi 32'�MINIMUM�� ' 18.ROOF DRAINAGE PER 1503A 8 R903.4 10.USE 48 X 31P TYPE A SHEET METAL SCREW FOR ALL CONNECTION8 ALUMINUM LAP SIDING AND FRAME.RASE M X SR4•M I%NEON �^M^+ •• m WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME STRUCTURAL LOAD LIMITATIONS SPACING AS FOLLOWS: R85BIND-PQUPHERALpEMBERS6•OC ROBIN BUILDERS INC. ROOF/SIDING-INTERIOR MEMBER810'DC FLOOR LIVE LOAD: ���^ten 5g2 5.STA E4g35. SLOWER-12'OC BOTTOM PERIAEiM - - A 50/125 PSF - 9�ZNS5`!6 326E 11.ODOR SHALL BE 1•X 1'STEER.TURE WELD®FRAME WITH AN ALUMINUM ROOF WE LOAD: PANEL INSERT WITH STRUCTURAL LINER AND PIANO HINGE.DOOR IS A 30 PSF ca ADOUBLE/LLR MNNUMDO RS GARAGE 0 DOOR 4AMIL O��p�g�,All pI�EpHpU�NGS mDOORS.TYPE, NOTOF SNOW APPLIICABLELOAD. �``�1•TH!E tV���� AMERICANA. RUFFY 8�,QUAMiTYAND LOG7fON MAY VARY.DOOR NOTSUBJECTTO HEICJ4T �. O ANDWMTMFWWREMBfTIFBUH.DINOIS<4400SFPERFBC1010.1.1(8) WIND LOAD: �.�je;ENgF••,p FLARIDIAN, GAMBREL A ULTIMATE 160 MPH:NOMINAL 124 MPH yy BARN, GREENHOUSE B.RISK CATEGORY 1 No.534M ;*� CLASSIC, PORCH C.B WIND EXPOSURE CATEGORY - _ MODEL STEEL D.GCPJ-♦-.55 INTERNAL PRESSURE - '••. 8D11E OF ((j '.,R'BC 2017 " - ''2i�'•. oiLili�:Gi�j` 92-20-17 1 of 9 NONE '''''' III•: PSI APPROVAL 201E-01-15 FLOORDETAILS �0 n WNW �p N VARIES TO 50' O' fOnN PT 2X4(6)FLOOR JOL4T316.OC 678'X 24P 6'HEUX(OR EQUAL)ANCHOR FOR SOIL o N DOUBLEFT2c890DS FT 2X4_(8)RAIL MODEL MRA(N24DACI)OR EQUAL FOR ROCK 4 SKIDS REQUIRED FOR (3)3' .1120 NAILS FLOOR WIDTH OF 19'8' .035 OALV STRAP OR CABLE OF4750A1 CAPACITY m T g o IA A FOUNDATION ANCHORING TIE DOWN SYSTEM o TO BE SITE DESIGNED AND LOCALLY W PERMITTED p oc -- z 3a oa as B Is' 6'MAX .`�ET`K!E'V0�'4� . _�'111212018 FdH O BRTE OF C''••....... C9 C aiO ao. 9 5 'C' - I `` y p j pZN `o O;; VZ � NJ p3 8' �DE (8)3i X.120 NAILS PER CONNECTION 'PpT_ c FL �1� TYPICAL FLOOR FRAMING �rEDOWNANQ��SPACED F a Prl�e N.T.S. EACH END,THEN MAX B'CENTERS. o a o �4erNk psi - ...p«is.�:.�w,m.i.. �3J4'PLYWOOD PT "��'•' FLOOR JOISTS AT 2W DC WILL SUPPORT 50 PSF LIVE 8 DEAD LOAD ��••�� am ra rmm.s:e3a OR JOIST FLOOR LOADING. ROBIN BUILDERS, IN 552 S.STATE ST. �Eyy�yo R BETWEEN UNIT WIDTH 6' 8' 10' II'6' 13'6' lim p,WLS B• FLOORJOIST 2%4 2%4 2%6 2%6 2%6p�V��p #OF SKIDS 2 2 2 2 L 'A' Ib' IB' IB' 24.5' IS' 00 Pr -'SKIDS-3'x.120NAILS8'OCf.2X8 SKIDS 'B' 40' 60• 84' 84' 40' SIMPSOId H4 OR ELEEQgSUUgAL ONS 8 7�(1 DLAROQi� �pLQQQ@� FOR 125 PSF FLOOR LCaD 16'OC OR 2L'OC FLOOR JOISTS CAN NOTE GOHNE� pg pppp � R� OUTS DE WALL,NG AS DIN�NSION'6'IS DIVIDED EQUALLY®L2' BC 2017 r 6)3'X.1 WITH,A CENTER SKID WD AN EXTRA SKID IS PLACED UNDER EACH FLOOR DETAILDA 12-2°-" 2°` NONE N.T.S. PSI APPROVAL 2018-01-15 FEADFR DETAIL MAX SPANS 8 FASTENING - FRAMING FOR AMERICANA.CLASSIC,RUFFY 20 GA.2.W X4'MI EK CONNECTOR PLATES EMBEDDED BY HYDRAULIC PRESS HEADERS 1,214 2-2X4 2-2X8 EACHSIDEOFJONT WRH1? ALMS 12 20 GA.3•X6•CONNECT0R PLATES o inn PLYWOOD PLYWOOD 9 AT THIS CONNECTION ON I4'WIDEiE ® ® ® UNITS ONLY of mo 1%4 OPTIONALEAVEWMAX-{- DOUBLE 2X4 SYP#1 KD STUDS B DOUBLE ci ® 2X4 SYP W1 KD RAFTERS AT EACH END _ STITCHED WW X.120 NAILS OC MAXSPANS 22.67 64• -. or - 2X4 SYP 81 KD WALL STUD WRH c FASTENING 3•.130•x.7 I 8..130'x 3• 8-.137 x 3• 1r 2XS BLOCK 2X4 SYP YI KD JACK STUD q NAIL EA END NAIL EA END NAIL FA END AT DOOR OPENINGS ti oa 00 SILL SPAN 8 FASTENING 1X4 SYP#2 KD BEELTLN%DAADDRO INTO STUDo i &� I-W 1 1/r X 1r 26 GA.GALV.STEEL PLATE 2 3•x:�NAI 6"m CONNECTION o z TOP 8 BOTTOM OF EACH STIR .�a ® (8)12V X.10V NAILS(TYP.) K4 SYP.1 NAILS�1KDBOTTOM PLATE a a _ I NG DOUBLEPT2X8SKIDS I ___ F� 13. TION OF 6'MAX. ANDWINDOWSTOVARYDOORS MAX SPANS 4 V I NOTE FOUR 8lOD9 UNDER 13V WIDE FLOORS ONLY-I I F FASTENING 9+190•x 3• TYPICAL DOOR FRAhBNG: L EAENDEND WALL FRAMING MAMMUM DOOR SIZE- oM �- N.T.S. IGMX80•H Tii N"T I w o0 1p o Q N 12 > 1X4 SYP M2 PURUN SURFACE NAILED- 3 r— 20 GAL 20 Hy�pN��P [ p vooiz o•oz WITH(3)7/1WXr 13 GAUGE psi om EACHSIDEOFJOINT STAPLES PER CONNECTION CODE REwE[v v�i (ALT)20 GAUGE STEM HAT CHANNEL + ...,,� -.,•.a=.MT '^o o W/(2)2.1/4'XA131 HT NAIL PER CONN. .. ,x nasn•N` C 0 (U Y-120"IS om. CONNECTION 2X4 BOTTOM CHORDS ON 10'.111'8• pg, E QH ON AMERICANA OPTIONAL EAVE 3•MAX--�9' 819'8•WIDE UNITS ONLY DELETE RUFFY MODELS R RIWMO 27(4 SYP 81 KD STUDS B RAFTERS 24•MAX SPACING o.r.m.mm�m�vm.cww.rz �✓�• QYL[QJ19,{AI[[QYII SIDING:SEE NOTE 014 -- 90•MAX. S52 S.BIADTEERSINC. I.YO S,GA.3043fi 1X4 SYP 02 KD CONTINUOUS BELTUNE,DADO INTO STUD `st 2j 52fi-32fifi (2)W x.120 NAILS PER CONNECTION STUDS TOE-NAILED TO BOO "i PLATE.(4)3k.130•NAILS [+ '�-�'-- 2X4SYPg1KDBOTTOMPLATE.3•z.120 NAILS B'OC,.,""E'(H.E:(" RUFFY. CLASSIC. a�'���•• 9"". AND AMERICANA 1 12•X 12• GA.GALV.STEEL PLATE DOUBLE PT 2X8 SKIDS _*.+ Ny. y *_ FRAMING DETAILS AT EACH &Q INECTION 4SKDJSON138•WIDE I S•.�i[ia�0�: CROSS SECTION DETAIL „T ` NONE N.T.9. PSI APPROVAL 2018-01-15 FRAMING FOR FLORIDIAN NOTE:GABLE ORIENTATION IS SYMBOLIC O o n SNCE GABLE CAN BE IN EITHER Inlrrtc"k. DIRECTION. w N psi 1 12 N 1 COD REVIEW 2.5 F— ROOFING:SEE NOTE#14 o N o ol:,�wwse.arm r"s1Oti11'!ne 1 12"X 18"26 GA GALV.STEEL N n"warteuon,wav STRAP AT TOP OF EACH STUD ON ¢U Ilxg 33N lhee! m 0 0lbndo,f(orldP 32g39 GABLES-ATTACH TO TOP OF RAFTER vlem sewer nmu,.4 Old, 8 OVER RIM&TOP PLATE TO STUD (8)1.25"X.105"NAILS(TYP.) 2.4 01 SYP VERTICAL RIM x F laulmua - --. OVER 214#1 SYP TOP PLATElz R W1P4^,SM4]6 3"x.105-NAILS 6"SPACING o a UU=PU41a]g OUBLE 2X4 O oO Cepartment Menagvn VIRo!L Martin,PE SIDING:SEE NOTE#14 o a FLP[xe ",LAPEPa— ��xumagg 2X4#1 SYPKD STUDS z;o c oa 1 12"X 12"26 GA.GALV.STEEL PLATE 1X4 PURLIN 1X4 SYPKD PURUN <a AT BOTTOM OF EACH STUD NPJLS PER 0 (8)1.25"x.105-NAILS(TVP.) CONNECTION 2X4(6)FLOOR JOIST DOUBLE PT 2X6 SKIDS 2x4 SYP 01 BOTTOM PLATE m rn^ - I•�MAX. 1a. 6' -I APICAL DOOR FRAMING I I MAXIMUM 110"WX79"H DOOR SIZE � LEND WALL FRAMING HMIj�ol E5 O U pj KO 2X4 SYP 01 TOP RIM RAFTER 3-3'x.120-NAILS AT EACH x4 OVER 2 SYP#1 TOP PLATE COAT. STUD TO PLATE CONNECTION N.T.S. [q =c]N o FASTEN W/3'x.120 NAIL 8.OC —1 12"x 16"26 G STEEL STRAP y c TOP OF STUD&RAFTER CINNECTION !. (8)1.25"X.105-NAILS(TYP.) ROOFING:SEE NOTE#14 (C y m cl 2X401 SYP STUDS r NJv Q 24'MAX SPACING V N N 01-11 O��L - 1X4 PURUN R #1 ON 24"CENTERS BEARING 2X4#1'SYP BOTTOM PLATE NOTE OPTONAL 3"NONSTRUCTURAL DABLE WALL STUDS EAVE USE S6VGLE 2X4 RAFTER FOR SPAN MAX 83. 1 12"x 12"26G GALV STRAPS ATTACH TO GABLE RIM W/4-3"x.12P NAILS EA END USE DOUBLE 2X4 SYP#1 IN"T"PROFILE MAX SPAN 135" FAS TE NN E STUD TO RIM JOIST DOUBLE STUDS AT CORNERS STITCH W/3"x.120'NAIL ON 8"CENTERS FAS W/8-11/4'x.10S NAILS 3"x.120"NAILS ON 8"SPACING ATTACHTOGABLE RIMW/6.3'x.120"NAILSEAEND ROBIN BUILDERS INC SIDE WALL FRAMING 5525.STA_ 2X4#1 SYP STUDS LYONS G4 30436 N Sz 36 24"O.C. 912-52h 50-3268 2.3"x.120"NAILS EA END 2x4#1 SYP TOP& "1L1II(II(((II INTO STUD 1X4 PURLIN DADOED BOTTOM PLATES CONT. S ��SH„E•��.,, FLOORING:SEE NOTE#16 FLORIDIAN 1''JF•'•;G SIDING:SEE NOTE#14 FRAMING DETAIL$ • N..5=9 1 12"x 12"26 G STEEL STRAP * *_ TOP&BOTTOM OF EACH STUD -q••.-f�.(P�P 0I B,? _ 2X4(6)FLOOR JOIST :710•.• SrITE OF }�, "'FBC 2017 " �kss o •`\6� TYPICAL CROSS SECTION "12-2DTED 4 OF B SAS NOTED SCALE: 1/4" = 1' PSI APPROVAL 2018-01-15 vikatek• GAMBREL BARN FRAMING DETAILS 1X4 SYP 02 PURUN SURFACE NAILED WITH �� (3)7/16'X 2'STAPLES PER CONNECTION (ALT)20 GAUGE STEEL HAT CHANNEL "^ (3Z X.120 NAILS AT STUD 12 W/(2)2-1/4'X0.131 HT NAIL PER CONN. 77DD TRUSS CONNECTION 9.8 o o N 20 GA.2S'X 4°MITEK CONNECTOR PLATES ^H sR<e.U.ds.�•� 12 EACH SIDE OF JOINT Q'b+W4 rtoAly R819 18 p N NmRMe�n:RiNce ONE i.... HEADER FOR DOOR OPENINGS ONLY DOUBLE 2X4 STUDS 3 RAFTERS I wica 'seo-sc AT STITCH TOE ONLY ry n e.w�r uvRwm�cM• STITCH 1 NAILS WITH 3'x.120'NAILB 8'SPACING u„ LStItlSNMW SIMPSO H2 OR EQUAL--,"' QUAL a BILL SPAN&FASTENING CONNECTIr !(18 0.1ANCH�xORNrr DOUBLE 2X4 3n i s 1,2(4 PER o 0 0 20 Al SYP STUDS 24-OC MiN of `a ® 3z 1 Itr X 12.28 GA.GAM EL PLATE iXp4�P�UR�ONLN o a AT TOP S BOTTOM OF EACH STUD 1X4 PURUN PEit a a a WITH(8)126-X.108'NAILS CM MAX SPAN 48' (J)TO PLATE CON�NECCTTION STUD .^a FASTENING 9.1L�xLl 2X4 M7 SYP BOTTOM > ..DOME Pr 2X8 SXDS 6 TOP PLATE HEADER DETAIL MAX SPANS 8 FASTENING NOTE FOUR SKIDS UNDER 1318'WIDE FLOOR9 ONLY TYPICAL DOOR FRAMING: : w IS'6'MAX. MAXIMUM DOOR SIZE- Ma 2N ry HEADERS 1, 2.2X4 2-2X8 108'WXBO'H F LU a PWLR0o END WALL FRAMING ® ® ® N.T.S. N.�. '`c pp�R j �Zry oYo3 1�X4 12 20 GA.2.8'X 4'MITEK CONNECTOR PLATES rv�m csU ® S.S f OR EQUAL EA SIDE OF CONNECTION Z a ar MAX SPANS 22.6' 84' O6' 12 2X4 M SYP BOTTOM CHORDS ON FASTENING 3.190°x3• 8,190'x3• B•.190'x3' 78� :7WIOE611-WIDEONLY NNLSW ND NAB.EA END 4,11SW 1 END - ��DOUBLE TOP PLATE CONT.2x80VER 2x4 SBA"M M20R EQUAL = EACH RAFTER TO STUD 2X41H SYP STUDS S RAFTERS o.. CONNS ECTIONWes/8 xw MINSPACING2P CREWS CHOR ROBIN BUILDERS INC. 55211yyS.STATE SY. �9�2JS526-326636 SIDING:SEE NOTE#14 Ito 1X24,P3U'RxUN�ONp�tS 11EAd18'28GAOROVO.RTE ELA* �R PER CONNECTION �G p �1 ® GAMBREL BARN :��?'VtENsp''•.. O . WITH(8)1.2S X.10S NAILS(TYP.) \ •1* FRAMING DETAILS ��k!'• d 2X4 N1 SYP BOTTOM PLATE *: Na 53486 -q !/f 212 0!B;' DOUBLE PT2XB SKIDS ?yp'•.•, gpTE pF - NOTE SKIDS UNDER 13V WIDE FLOORS ONLY �NONE � 13' 6'MAX. "�SS.R•�oia'oy'G CROSS SECTION DETAIL PSI APPROVAL 2018-01-15 N.T.S. HEADER DETAIL MAX SPANS 6 FASTENING FRAMING FOR STEEL FRAME ROOF PANEL ATTACH TO ENDINALLS SDEWALLS 8 ALONG RIDGE WITH HEADERS 1,20 2.2X4 2-2X4 010 x 314•SCREWS AT B•SPACING m 9.W HI ROOF PITCH VARIES TO MAX 3.6M2 12 00.1 N 30D%.3.5 NOTE:GABLE ORIENTATION 19 SYMBOLIC ^H SINCE GABLE CAN BE IN EITHER _ DIRECTION. is.„r o L_I © OPTIONAL SAVE 3•MAX--jr c N MAX SPANS 22S' 84• 06' DOUBLE STUDS AT DOOR OPENINGS 3 1 a FASTENING 2• 0�4• 4-Y1 '1�4 STEEL STUD o DIAGONAL WINDBRACES EACH END EACH END EACH FIND FOUR PER CORNER p a SILL SPAN 8 FASTENING 0 c BILLS a 1,26N 20 GCApUNGfE�SIITEELL BELTLINEpE ° > (- 3•xN12 WL190PRRCONRNWOON o°z TO FLOOR W�/T 1/4•x21?W � 3 U HEAD LAG BOLTS®2'CENTERS 8 IS GAUGE 87FEL SIUO PLATE a-% MAX SPANS 48' DOUBLE BOLTS EACH CORNER . 8 EACH EDGE OF DOOR OPENING FASTENING 2-M70x9/4' 11 �B5' 6"MAX. I �I >m''u IS' 6•MAX. TYPE AND LOCATION OF DOORS NOTE FOUR SKIDS UNDER 13W WIDE FLOORS ONLY AND WINDOWS TO VARY N TYPICAL DOOR FRAMING: 2 W 2 m END WALL FRAMING MAXIMUMDOORSI2P- N.T.S. 108•WX7S•H Di wM I o° V SE7 yNj �> ui OeL�6D,rtt4E, "o BOTTOM CORD EACH RIB CONTINUOUS BELTUNE 8 r,pg u°i so^ TOP 8 BOTTOM PLATES YT�Q ym cs CODE REVIEW N H 4-MOxATTACHTSRAFTERS VM EAEND THROUGH ROOF PANEL ggRAFTERS pppp����NNpp 88��W MAX ppO�;p�77�� Pm/a tH l �^YM,vlrc+. =30 N VERVER WALLTSTUDS �2 tY1) Ox3l4•SCREWS PER CONNECTION v7ee73Pesrmn C oou� O niEtT�YWvr�tNH STUDS AND PLATES OrMa ,F(orlEo 3]839 U o a vm.D R.wwR:am..6 oMl OPTIONAL EAVE S'MAX—Ir \ la.sro36ao _ iL4MPd5.569.36 20 G STEEL STUDS 8 RAFTERS 24`MAX SPACING uuacevaxass � Depa,hnmRManyer.YI— Ma,eNPE R PE16E979,IAPE 9@037 SIDING:SEE NOTE#14 Esuc U-6 90'MAX. Q�.CONTINUOUS BE1Tl1NE Base Rail or Top Ratl ROBIN BUILDERS INC. y�I� 5g2 5.STATE SST � `9t2)526-3266 #10 x 314°B`��cake BOTTOM TRACK CONT FASTEN (head screw per coon. Wl1lPx21A:'WASHER HEAD I�• uuup/ ���` LAO SCREW®EA STUD BOTTOOM TRACK COIN.. Swaged dimple vnt�3`�a�.tH E I'O4''. .118°dia.I�aTg[�;:'J�RBe'•;C STEEL FRAMING DETAILS DOUBLEPr ZWSKIDS *. ND.63ta9 NOTEIS' 6•MAX. S UNDER 13V WIDE ¢^ Oq•••., s7xrE OP �_ `FBC 2017 `• cs3O.1pD�' 6� "12-20-17 6 of B CROSS SECTION DETAIL STEEL STUD DETAIL %t NONE N.T.S. N.T.S. PSI APPROVAL 2018-07-15 TRUSS SCHEDULE 2X4 SYP 01 TRUSS RAFTERS 24"O C FRAMING FOR PORCH MODELS �`�7,•`(H!E /��%., DOUBLE 2M SYP#1 TRUSS RAFTER AT ENDWALLS S STITCH TOGETHER W/3'x 0.120'NAILS S'OC DOUBLETRUSS ``Q�� UF•'�'yq AT EN ILLS FIELDTRUSSES24"OC 20 GA.2.5"X4"TRUSS PLATES?•L.••• NOTE GABLE ORIEMATION IS SYMBOUC EACH SIDE OF TRUSS '�67439 SINCE GABLE CAN BE IN EITHER 0 RECTION. •qq lE P 0!a.- �oHc KINGPOST ON TRUSSES>99' 12 O••- sTIQEOF SINGLE TRUSS OVER WALLS 2.5�— .;`2Uan!;•�'Z�` N _. DOUBLE TRUSS PT OVER PORCH _ '�-Ss 1 12"X 12"26 GA.GALV.STEEL PLATE c�.. (8).105 x 1.25"NAILS I�c O U 20 G GALV STEEL HAT CHANNEL ROO NG:SEE NO M4 •• Wl(2)2.1/4'x 0.131"M NAILS PER CONN. 2X4 ffi7 SYPKD STUDS o a 2-3'x.120"NAILS O o� OU j.UE'-E 2X4 EACH END -��; y SIDING:SEE NOTE#14 3 0 0L Q a (� - 1 12 X 12"26 GA.GALV.STEEL PLATE 1 rA PURLIN 1�X��4 SYPKD PURLIN a a ROOT FRAMING TOP B BOTTOM OF EACH STUD NAILSxPE.RO (8)1.25'x.104'NAILS(TYP.) CONNECTION mN^O N.T.S. 2X4(8)FLOOR JOIST DCJBLE PT 2X6 SKIDS 20 O GALV STEEL HAT CHANNEL IS' 6'MAX. TYPIICAL DOOR FRAMING MA)(IMUM DOOR SIZE W/(2)2.114"x 0.131"M NAILS PER CONN. DOUBLE PT TRUSS �t7 p^WX78'H 2-3"x.120"GALV NAILS NOTE FOUR SMDS UNDER 13V WIDE FLOORS Dav 112"x 16'26GSTEEL STRAP AT B"SPACING QnYI ¢D TOP OF STUD 8 TAIL END OF TRUSS (8)1.25"X.105"NAILS(TYP.) =�H o> �� END WALL FRAMING a 3'k12'18 G GALV.PLATES ON 2 X 4 PT NAIL: TO UNDERSIDE '�'* N.T.S. ` o z 2 OUTS IDE SURFACES OF 4z4 POSTS OF TRUSSES 2-3'x.120'GALV N0 �03 1(3-3'k0.120"GALV NAILS EA PLATE NAILS ON S'SPACING ROOFING:SEE NOTE#14 20 G GALV STEEL HAT CHANNEL r e.®;smw m W/(2)2-1/4'x 0.131"M NAILS PER CONN. m rn 3 PORCH DETAILS -""`�"°�"" u,I,�,,, 1 12"x 16"26 G STEEL STRAP o TOP OF STUD 8 TAIL ENDLS TRUSS o a (8)1.25 X.10S NFiLS(TYP.) N.T.S. DOUBLE 2x4 SYP PT TOP RIM JOIST OPTIONAL 3'; 2x4 Syp#7 TOP 1 1/2'x 16'26 G STEEL STRAP OVER 2.4 SYP PT TOP PLATE CONT. NONSTRUCTURAL EAVE RIM JOIST CONT. 70P OF STUD 6 TAIL END OF TRUSS FASTEN W/2.3"z.720 NAILS EACH 8° (8)1.26"X.105-NAILS(TYP.) ORNER STUDS Y 4X4 PT HEADER SUPPORTED BY E 2.4 PT JACK STUDS 2z4 SYP PT TOP PLATE CONT. --- 7UpgRS OPEN PORCH AREA ROBIN BUILDERS INC 2X4#�4�CENTE MAX 6'SPAN WALL TO CORNER POST 2X4#1 SYP SND$ 552 S.STATE St. 2-3'x.120"NAIL EA END 4zU4TPp POSTS AT EACH 24"MAX SPACING 912�52�J266436 8F PORCf1 Zxb 01 SYP BOTTOM TYPICAL WIN.FRAMING PLATE-INTERIOR 2X4 PT RAILINGS1X4 PURLIN DADOED WALL ONLY MAX6"OPENING IMO STUDS FLOORING SEE 1X4PURUN / �NOTE#16 PORCH MODEL SIDING.SEE NOTE#i4 FRAMING DETAILS 2X4#1 SYP BOTTOM PLATE 1 12"x 12"26 G STEEL S 3'x.120'NAIL 8"SPACING - BOT.OF—1 STUD TO RIM JOIST 1 12'x 12'26G GALV STRAPS (8)1.25"i.105-NAILS(TYP.) SOT E EA STUD TO RIM JOIST ON PORCH ONLY DECKING ON 2 OUTSIDE SURFACES OF 2X4(6)FLOOR JOIST ^78C 2017 PLATES FASTEN W/8-1 1/4°z.10S'NAILS TOPSBOTTOMOF)'GAIMORNER CROSS SECTION `AS NOT 17 7 OF B POSTS-10-35c0.120°GALV NAILS EA PLATE CROSS�7 SECTION `�S NOTED SIDE WALL FRAMING SCALE: 1/4" PSI APPROVAL 201&01-15 PLYWOOD FLOORING 2x4 BASEPLATE FLOOR JOIST 2x4(6)PT RIM JOIST FLOOR JOIST GENERAL NOTES 2'x2'xl/B'ZINC PLATED WASHER uT r, 3/4'PLYWOOD FLOORING 1/2'X4'GALV LAG BOLT 1. BUILDING ANCHORS INTO EARTH SHALL BE z n N 2x4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE ANCHOR ATTACHED TO BUILDING NCHORS BY HOME PRIDE OR EQUAL WITH xoiN WITH I/2'x4•GALV LAG BOLT 2xa(6)PT RIM JOIST MINIMUM EMBEDMENT OF 24' AND w THROUGH WASHER,THEN EYE OF AVERAGE HOLDING POWER OF 4,0004 ANCHOR,THEN RIM JOIST 6 2.BUILDING ANCHORS INTO CONCRETE 1/2' INTO END OF FLOOR JOIST WEDGE ANCHORS WITH MIN 3' EMBEDMENT J 2'z2'x1ED•ZINC— 3.ANCHORING SYSTEM TO GROUND PER LOCAL 3 0 GRADE - PLATED WASHER n¢ p BUILDING CODE. LOCATE ANCHORS PER o 1/2'X4'GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN 4.ANCHORING SYSTEM TO CONCRETE SLAB PER a PIER SPACING LOCAL BUILDING CODE. LOCATE ANCHORS PER p o 0 REQUIREMENTS SAME SPACING REQUIREMENTS SHOWN WITHIN AS ANCHOR SPACING ? 1/2'EYE AUGER ANCHOR WITH ANCHOR ATTACHED TO.BUILDING 5. END PAD SPACING IS END OF BUILDING TO ¢ REQUIREMENTS z 4'SINGLE HELIX 6 MIN. WITH I/2'x4'GALV LAG BOLT CENTER OF END PAD 3 O EMBEDMENT OF 24'.LOCATE THROUGH WASHER,THEN EYE OF O ANCHORS ONLY ALONG LONG 6. PAD SPACING OTHER THAN END PADS IS ANCHOR,THEN RIM JOIST 4 SIDE OF BUILDING.END ANCHORS INTO END OF FLOOR JOIST CENTER TO CENTER as WITHIN 2'OF EACH END,THEN 7.BASE OF EACH PAD TO BE B'xl6'x4' SOLID B'MAX ANCHOR SPACING. GRADE CONCRETE BLOCK (CEMENT AND SAND MIX) 8.H7LLOV OR SOLID CONCRETE BLOCKS MAY _ BE DRY-STACKED ON PADS FOR HIGH SETS t SHED WITH ATTACHED SKIDS 1/2'EYE AUGER ANCHOR WITH UP TO 48' WITHOUT REINFORCING > 4•SINGLE HELIX 6 MIN. 9.ANCHOR SPACING IS BASED ON ASCE 7-10 E EMBEDMENT OF 24•,LOCATE RISK CATEGORY I BUILDING EXPOSURE B END VIEW i ANLHDRS ONLY ALONG LONG 160 M.PJ-L (3 SEC GUST) EXPOSURE C Z Nvm 's SIDE OF BUILDING.END ANCHORS 20717 FLORIDA BUILDING CODE 6th EDITION `� SCALE-N.T.S. o WITHIN 2'OF EACH END,THEN 10. MAXIMUM INTERIOR SIDEWALL HEIGHT OF y p`�M 8'MAX ANCHOR SPACING. BUILDING IS B'0' INSIDE WALL HEIGHT 11. MAXIMUM WIDTH OF FLOOR IS 13'IO'WIDE I^p o 12. MAXIMUM LENGTH OF FLOOR IS 50' LONG o 13. PIER SPACING REQUIREMENTS SAME AS POGER ANCHOR SPACING REQUIREMENTS ANCHOR ATTACHMENT DETAIL z �J utL(vteK,si, SCALE.N.TS. i Cam' C moo FOUNDATION ANCHORING TIE DOWN SYSTEM ODE➢rvlelr (oi o a3 2x4 BASEPL (D 1/2'ZINC PLATED NUT TO BE SITE DESIGNED AND LOCALLY 3/4'PLYWOO (1)2'x2'zl/B'ZINC PLATED WASHER PERMITTED 17asst.am..e 26 GAUGE G-SD GALV ormwo,ela.,eo 3lass 2x4(6)PT RIM JOIST STEEL 1.5'V IB'L P,+m pAWawm Rldi.N ou, 1pµ"ti' 1/2'WEDGE ANCHOR WITH U-SHAPE➢BRACKET xt A514)640 1/2'x 12'EYEBOLT 3'MIN EMBEDMENT INTO ATTACHED TO EACH R15MP45,SMIJ6 �""� SOLID CONCRETE SLAB STUD 6 FASTENED v/ Lsuac�uotats ~ THROUGH 2x4 VALLPLATE ROBIN BUILDERS INC. EYE HOL7 ATTACHED TO ANCHOR WITH (14>-0.089 1.25' Dep.mment Manager.V4ArL M. lPE 4 2x4 PT BG-TOM PLATE. RING SHANK xEALV NAILS aeF4PgsTP,IAeEPdTov 55U2xS.pSTATE 5Y "CD 1/2'x2'ZP BOLT,C2)2'x2'xl/e' SPACING OF ANCHORS TO usucrc Aum4Ta �'9f 2)5526-3266SB ZP WASHER,(])1/2'ZP NUT HE MAX 3'ALONG ALL 2x4 BASEPLATE T %%t: ':.Fi.r y"-•'k= A-24 SIMPSON(or EQUAL) FOUR WALLS WITH 1 MIN-4' .,'t,(6.,,.�;.�j�;•:� 870#UPLIFT WITH 1/2'WEDGE ANCHOR WITHIN 1'OF ANCHOR MIN 3'EMBEDMENT. EACH CORNER. ``tl•(M�E 1V/be LOCATE ANCHORS ONLY ALONG 2'x4'P.T.DAZE . CONCRETE SLAB BY —CONCRETE SLAB BY ``�: OTHERS LOCAL CODE LONG SIDE OF BUILDING,ENO T ....+, ,: OTHERS LOCAL CODEW �•••'�' AND JURIS➢ICTION ANCHORS WITHIN 2'OF EACH MIN 4' — AND JURISDICTION APPLY END,THEN 3'MA%SPAC7NG L APPLY = TIE DOWN DETAILS tT: No.5343a SHED WITH ATTACHED SKIDS SHED WITH❑UT FLOOR e/Y2120fa �O••.• was of ANCHORED TO CONCRETE ANCHORED TO CONCRETE o/ DOWN17 " END VIEW END VIEW z B o7 B SCALE-N.T.S. SCALE-N.T.S NOTED P51 APPROVAL 201 B-01-15 INSTR#2019120372 OR BK 9940 PG 2510 Page 1 of 1 07/17/2019 01:43 PM Rcpt:2073019 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez•Sowles,Esq.,Pasco County Clerk&Comptroller,ad Interim �I�Permit No._ I Parcel ID No ;9(c-.9 Lc'`G -oo 1 ,- 9 NOTICE OF COMMENCEMENT State of 41 O(-1 C1 Cti County of Pr�^.7r THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the following Information Is provided In this Notice of Commencement: 1. Description of Property:Parcel Identification No._�y-Alt- a\-bo(`.C)- (lam 1 Oh- (�r1R L7 street address: 510 C(,jPm55 P&rNk lLv--P_ Zpcb.tr�1,;Illy mil_ �?5LIr) /,Tto 2. General Description of Improvement V x Id 5W;6 P\P came Lire p Cl Vl C1 Q ~ W Y 3. Owner Information or Lessee Information If the Lessee contracted for the Improvement: CO Z tY LLL Z) '111'I -4ra'!M , STi Wt`, <,ul�n c c�1r1 1nZ O o U -1 O Address Cty State 0- W C0 f=- W N X Q Interest In Property &,YL2✓ ® x LLl z C/ a QW O = — J Name of Fee Simple Titleholder. k) A >- IL I p Q (If diffe n from Owner listed above) F W Ir U � ZOOLL Address City State � f" } U 4. Contractor. la)Crli%�Q-1ar\ Pt c &C -4-lnri clo, TYI, f)rUCP 'ble 5 ® ¢O LU O Y ame zn- st>��e_ ri 5�I nr(Irhi 1k 9-L 0 c� Z LU Address City State Q} U m Q J Contractor's Telephone No.: � 'III �3S3 Li LL►Z:) a tz V 5. Surety: ®ofCC�5 O - Name p U O} 0 Address City State o ff z O Amount of Bon : S Telephone .: �o No -d.L7 dk�<LU to �- J 8. Lender. 693-,LL Z Name IX ir Z }- } Address City State Lender's Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by a e Section 713.13(1)(e)(7),Florida Statutes: s sd- Name pp♦♦ r �: V 'ar sI Address City State , Telephone Number of Designated Person: 8. In addition to himself,the owner designates of— to receive a copy of the Llenors Notice as provided In Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. 9. E)Oratlon date of Notice of Commencement(the wQlraUon date may not be before the comrde�tlo�n of construction and final payment to the contractor,but will be one year from the date of recording unless a different date Is apecified): _)W- I E5. �l r�1 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO � ICI S101 re of Owner or Lessee,or Owners or Lessee's Authorized Office hector/Partner/Manager C OMM")ni o Qf Y Signatory's Tf le/Office The foregoing Instrument was acknowledged before me this T day of Jyly .201q by\P-JrJ t c q SJ no n1Ql,k-�e� as (type of authority,e.g.,officer,trustee,attorney In fact)for 111111111 a rty U of whom instru t was executed). Personalty Known j(OR Produced Identification❑ ��St�'•• B Type of Identification Produced o� 'a�L2P�_ bekhe� , w Zo wpdaW/bcstnoUcecommencoment_pc053048