Loading...
HomeMy WebLinkAbout19-21410 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21410 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21410 Address: 39915 COG HILL LP LT 117 Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s):117 Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24-26-21-0000-00100-0090 Improv. Cost: 3,280.00 OWNER INFORMATION Date Issued: 6/21/2019 Name: MAJESTIC OAKS LLC Total Fees: 157.50 Address: 39915 COG HILL LP Amount Paid: 157.50 ZEPHYRHILLS, FL. 33542 Date Paid: 6/21/2019 Phone: (417)298-3636 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 FRAME Ins ections Re u red 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 r Phone Contact for Permitting__F_F_1r_F_Y_1 I I I a 0 0 E-F-1-117-1-11711=1 J. . . . . I I I I I I I I I I I , , , , , Owner's Name NHC-FL LLC Owner Phone Number 813-783-7518 Owner's Address 27777 FRANKLIN RD STE 200 Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 39915 COG HILL LP LOT# 117 SUBDIVISION MAJESTIC OAKS RV PARCEL ID# 24-26-21-0030-00000-OOCO (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED P NEW CONSTR ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE E SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 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 0 W.R.E.C. PLUMBING $ � � =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER _ I 1_ (, , ,�S COMPANY �� 1� t� J2-1'h�� SIGNATURE J�X V'`�'r REGISTERED Y/ N FEE CURREE'N Y/N Address License# v e- i a 2 ELECTRICIAN COMPANY MARTIN ELECTRIC SIGNATURE SEE ATTACHED SIGNATURE REGISTERED Y/ N FEE CURREN LXLN Address License# I EC 13001383 PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Ly/N Address 1 License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N_J 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 orisite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500) ** Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received M A 21,2O1 `I phone Contact for Permitting B 1 3 r/ L. - 9 3 N-o Owner's Name f)Vf C- -f L LLL Owner Phone Number U�� I O 3 Owner's Address I 91111"�] --�rQ yn,1 ST?- qcu Owner Phone Number Fee Simple Titleholder Name N 1 Owner Phone Number Fee Simple Titleholder Address \ �+ JOB ADDRESS 3 q 1 1 O C7 fYl U.. LocD ZePN-,;a+-1 1S= LOT# -1 SUBDIVISION ftw es"aC DOX P,v PARCEL ID# OLI.a to- a1 -OD30-- oL-4----)Cu-Igo(-v (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED R NEW CONSTR B ADD/ALT = SIGN = DEMOLISH INSTALL REPAIR PROPOSED USE SFR 0 COMM OTHER TYPE OF CONSTRUCTION BLOCK = FRAME = STEEL DESCRIPTION OF WORK n&1z:Q\11 N1 czncreV- QajA 86 X 66 W,Un -o,X id Sh1 ,s W OA) o I�- BUILDING SIZE F SQ FOOTAGE= HEIGHT BUILDING $ � VALUATION OF TOTAL CONSTRUCTION tR ELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY W.R.E.C. =PLUMBING $ =MECHANICAL Is VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 421 BUILDER / OCOMPANY SIGNATURE I�' ,1 L/ T REGISTERED Y/ N FEE CURREN Y/N Address 3 / �I 5'� 5 fk R 3354'd License# ELECTRICIAN J c / � COMPANY E I ec-+P.rL SIGNATURE ^� l/' l(! / REGISTERED Y/ N FEE CURREN Address Q.�, pa y 1�gQA r 33 �o License# e e- 1 300)3 gJ 3 PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I 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" 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 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 AGE =ffi CONTRACORSu scri ed and swornefore me this Subscribe sworn (or affid) fore me this 0 byQJYr'�by � W o�e.personally known to me or has/have produced W r ersonally known to me or has/have produced 1J\A as identification. as identification. L �► Notary Public Notary Public Commission No. ,G a y 5 53 7 Commission No. _'CMG 2LI955 3-7 DMA REED BELCHER ;l'**:! DIANA REED BELCHER Name (J)lo ly efd245637 Y Z$lWJh9t4553 Name of Nota EXPIRES:December 3,2022 p o EXP camber 3 2022 �3FF4'` BooedThruN Public&eWrlters Bonded Thru Notary Public UnderwritersY 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 ANCHORED. PER PLAN) 3) All set-backs shall be met. 4) Shall not be installed in easements. 5) :Shall be set in the rear or side yards. 6) Only 2 accessory buildings_ per parcel. 7) :Sheds shall not be rented or inhabited. 8) -Must meet and follow all.conditions of ordinance780=01 91 No accessory building shall be larger than 300 sq ft without site,plan approval 10) Not to exceed 16' in height at peak. 11) No other work shall be permitted (framing, plumbing, electrical and mechanical) unless otherwise specified. 12) Accessory buildings in residential zones that exceed 150 sq ft shall be constructed.of masonry, wood frame, aluminum or vinyl. Al,urri_inum 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 tight of 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. Sun Site Plan Waterman Properties of Florida communities lake Majestic oak LOT# 117 Z , 1/16" Scale 20 shed shed '-s concrete 5 ' 117 GFI I 10. GR. OUTLET LIGHT -69 SWITCH ELECTRiCAL- LEGEND A 1TON,z�RVs C�RN'�`C co/rj R/yj�l� G k int&rtek© Intertek-PSI Tel +1 407 304 5560 1748 33rd Street Fax+1 407 304 5561 PS-1 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,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. 4 �4'ZI55 - - 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- o ATI"),and MT Group Inc.("INTERTEK-MT"). Ln www.intertek.com/building ROBIN BUILDERS - INC. L YONS, -GEORG/A N O n N O N JN 3 L;1.c -• - - - _ - _. - ._o. ROB N w �a 00 G-ENERAL NOTES aZ;o zpI 1.7HI9 STRUCTURE TU►4 BEEN DESIGNED IN ACCORDANCE WITH THE 12.ALL WIRE SHALL BE 012 THNN SOLID COPPER WITH GROUND.WIRING a a a 2017 FLORIDA BUILDING CODE Bih EDITION,2014 NNONAL ELECTRIC CODE, - PROTECTED PER 2014 NEC. FIXTURE LOCATIONS 3 TYPE MAY VARY. 2017 FLORIDA FIRE PREVENTION CODE AND ASCE 7-10 FOR 160 MPH WIND VELOCITY - (3 SECOND GUSn8G OSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 1&ALUMINUM WINDOWS-TYPE,SEZE,QUANTITY AND LOCATION MAY VARY. 2.ALL MATERIALS AND U180R SHALL f:`IN ACCORDANCE WITH THE ABOVE-CODE AND MUIMUMWRNDOWS[M4S'WIDEx36'HwL - ALL OIHERAPPLICABLE CODER. 14.ESA ALUMI OLTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, - - MEGA ALUM01UM,4'LAP ALUMINUM,6le'PTT-111 SIDING VINYL SIDING &BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE 60N26 PSF FLOOR LOAD. WITH ENERGY BRACE BACIOF7t flBER CEMENT PANSE�PdLYCARBONATE N NOT FOR HABITATION. OR LP 9MARI'SIDE ROOF COVI�CRINGS INCLUDE 2D GAUGE GALVALLIME STEEL, SHINGLE ROOF OVER 1Ir PLYWOOD WITH 2 LAYERS OF 16 LB.FELT OR 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMA77LE OVER 7118.0313 AND 16 LB.FELT. - "' a o 6i 0 fM O 15.USE 24W x.OMr GALV RING SHANK NAILS FOR ALL CONNECTIONS BETWEEN C a o. C) S. OUTSIDE OVERALL DI IEN310N8 CAN VARY BETWEEN LIMITS A8 SHOWN,BUT MEMBER yyppp�ENOINEFRED WOOD,AND FIBER CEMENT 3071NG8 AND FRAME q F o w 41 SPACING SHALL NOT EXCEED LIMII8 AS INDICATED. o S.ALL FLOOR SKID S JOIST LUMBER TO BE 02 SYP KD PT 18.314'PLYWOOD FLOORING SURFACE NAILED WITH 3'x 0.120'GALV.NAR SPACED a o z'Z...,z ALL WALL PLATES.STUDS d RAFTERS LUMBER 7'O BE�F1 SYP KD 8'EDGEI 10'OC FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. 7.ALL WOOD WITHIN 8'OF GRADE OR IN CONTACT WITH MASONRY SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA U1 AND "-W.FOUNDATION FOOTING AND ANCHORING OF UNIT WILL BE THE OWNER'S a 3 a FASTENED WITH GALVANIZED FASTENERS. RESPONSIBEW TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY_SPECIFIC o. .0 o o REQUIREMENTS AFFECTING THE INSTALLATION SETUP AND UTILITY z O S.TRUSS DESIGNED TO SUPPORT D.L.+LL-35 PSF. CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL toi o RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE S.ALL ALUMINUM SIDI NGIROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-208. REQUIREMENTS FOR THIS STRUCTURE Irr<t. 32,000 MINIMUM YIELD STRENGTH. 1S.ROOF DRAINAGE PER I503A 3 RNLI psi s' 10.USE M8 X 314*TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN ALUMINUM E LAP SIDING AND FRAM USE 08 X 314'WITH-1/2'NEOPRENE4MCKEO WASHER ATI•ACHED ON CONNECTIONS BETWEEN ROOF AND FRAME STRUCTURAL LOAD LIMITATIONS �...� SPACWO A9 FOLLOVNS• owe.,.m.mn ROOF/8mIN0-PERIPHERAL MEMBERS W OC. ROBIN BUILD77ERS55 INC: ROOFISIDINO-SNTERIORMEMBERSIO.00 FLOOR LINE LOAD: Sp1a0 de.e LYONS GAA30A36 SIDING-I2'DC BOTTOM PERIME L — - - -A 50/125 PSF"' 11.DOOR SHALL BE I'X1'STEEL TUBE WELDEDFRAME WITH AN ALUMINUM -' Roof LIVE-LOAD: - ten yrt�"®""'°°•°` . _ PANEL INSERT WITH STRUCTURAL LINER AND PIANO HINGE DOOR IS A 10 PSF . DOOR JAMB. SNOW LOAD: DOUBLEALUMINUM DOORS GGARAGEDOORSAND PREHUO S DOORS. NOT APPUCABLECVO q� AMERICANA, RUFFY SIZE.QUANTITY AND LOCATION MAY VARY.DbOR NOT SUBJECTTO HEIGHr -. AND WIDTH REQUIREMENT IF BUILDING IS-4400SF PER F80 1010.1.1(S). WIND LOAD: �:V A'�•.,01 FLORIDIAN, GAMBREL A ULTIMATE 160 MPH;NOMINAL 124 MPH �� ..•' ;'� BARN,GREENHOUSE B.RISK CATEGORY 1 �* L10.69119 *_ CLASSIC, PORCH; C.B MIND EXPOSURE CATEGORY = MODEL. STEEL D.GCpi-+-.55 INTERNAL PRESSURE all.1/f P/P Of 8 Jr` . p•. BDDEOP -�..;�'T•.•.�Ypiapl.:: ./ '12-20-17 i o13 NONE PSI APPROVAL 2018-01-15 (/�/ FLOOR DETAILS N L N VARIES TO 50' O• ._PT2X4(6)FLOOR JO;M 18'-00 5/5'X 24,8'HELD((OR EQUAL)ANCHOR FOR SOIL n N DOUBLE PT w SKIDS PT 2X4 S RAIL MODEL MRA(N240ACI)OR EQUAL FOR ROCK o 1T 44 SI OR WIDTH ORFD1'SF'8'R (3)3 •120 BLS .035 O/LLV.87RAP OR CABLE OF 475M CAPACITY a4p A FOUNDATION ANCHORING TIE DOWN SYSTEM 3 0 0 TO BE SITE DESIGNED AND LOCALLY x PERMITTED op $ z - Z J Z O> j ` I�aaa B 13. 6'.MAX �F• E p"' O i - IYa Na mm 111212018 G�ii O .0 95 j OZN Vp � NOv�Yp3 OC (S)3'X.120 NAILS PER CONN ' IS ���� TYPICAL FLOOR FRAMING �TIEDXONNANC SOLID CONCRETE� N.T.S. EACH END.THEN MAX.B'CENTERS. o a n Ytart°k - - , psic _ -- . - - _ _ WDERM v - - �31P PLYWOOD PT _ _ .an.. hoj.Wawl5.rv4.�hM..is "' �0�' FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE a DEAD LOAD !)1833MLrce1 2X1(8)Pi FLOOR JOIST FLOOR LOADING. r on°.wo,rww°uva ROBIN BUILDERS, IN °h'•Rni"nP1"i1011i - 552 5. STATE ST. rcmmnlo `, B PT HEADER AILS6'BETWEEN UNIT WIDTH 6' 8' 10' II'6' 13'6' z S 3'1c.720 NNL38.00 LYONS, GA 30436 °isuarmoxssc�� FLOOR JOIST .2X4 2X4 2X6 2X6 2%6 912-526-3266 no�aexs@,unuxon 7— IS �V #OF SKIDS 2 2 2 2 4 _ _ _ _ 'A' 16' 18, 18, 24.5' 15, 2X4 PT HEADER BETWEEN — FLOOR DETAILS. SKIDS-3'x.120 NAILS S'OO _DT?XB SKIDS _ _ _ •B• 40' 60' 84' 84' 40, SIMPSON H4 Op(R�EQUALONg gONOX0.2 OR FOR 12-1 PSF FLOOR LOAD 16'OC OR 24'OC FLOOR JOISTS CAN SIZE107178 OR S&L NOTE:§*&g jM3DADOED 1.2b•DEEp TO RECEIVE BE USED SO LONG AS DINu`NSION'B'IS DIVIDED EQUALLY 0 42' 8) 'X 12D NAILB AT EACH OUTSIDECWALLR SKID AND AN EXTRA SKID IS PLACED UNDER EACH TBC 2017 r FLOOR DETAIL DA '12-20-17 2 °' 6' N.T.S. NONE PSI APPROVAL 20IMl-15 FRAMING FOR AMERICANA,CLASSIC.RUFFY _ 20 GA.2Z'X 4•MITEK CONNECTOR PLATES HEADER DETAIL.MAX SPANS 6 FASTENING EMBEDDED BY HYDRAULIC PRESS HEADERS 1•22t4 2-2X4 2-2X8 EACH SIDE OF JOINT WITH 1/l WITH 1? 12 20 GA W X S•CONNECTOR PLATES PLYWOOD PLYWOOD 3 AT X.—NEcnON ON IN WIDE N ® o I N O 1TOX4 OPnONAL EAVE 3'MAX--la' DOUBLE 2X4 SYP Al KD STUDS 8 DOUBLE N ® _ 2X4 SYP k1 ND RAFTERS AT EACH END MAX SPANS 22.5 64' - BS _ _ STIITCHED Wl3'X.120 NAILS 17 0C Q •, � - 2X4 SYP 4N KD WALL STUD WTM 3 0 . FASTENING 3.130'x3• 6.130•x3"8-A30•x3' - 172X3 BLOCK NAIL EA END NAIL EA END NAIL EA END AT DOOR OPENWG8 W "' a 0 00 ILL SPAN 3 FASTENING " SILLS 1-2r4 - 1X4 SYP T12 KD JS AROU DADO INTO STUD 1 1l2'X 17 28 GA OALV.STEEL PLATE CONTINUOUg AROUND PERIMETER rc z 3 p TOP 6.BOTTOM OF EACH STUD C 3'x.120 NAILS PER CONNECTION S o a (8)128 X.106•NAILS(TYP.) 27Xx4 S01�BOTTOM PLATE ACING DOUBLE PT2XB SKIDS - > MAX TYPE AM LOCATION OF . �13' 6'MAX. -I MID WINDOWS TO VARY��4B' NOTE FOUR SKIDS UNDER 131<WIDE FLOORS ONLY FASTENING 3-.190•x3•I �NAIL EA EN TYPICAL DOOR FRAMNG: END WALL FRAMING MAXIMUM DOOR SIZE- ao" N.T.S. 108•W X BO•H C a e - o f 12 3 1 20 GA.2.6'X 4'MREK CONNECTOR PLATES W"L-c. y oz�`+ o..oz 1X4 SYP#2 PURUN SURFACE NAILED_ -cMBEDDEC BY HYDRAULIC PRESS - - o o, } WITH(3)7H8•X716GAUOE _ EACH SIDE OF JOINT psi NJ STAPLES PER CONNECTION .. _ _ (ALT)20 GAUGE STEEL HAT CHANNEL COOEREN£VJ n rc n 0 a W/(2)2-1/4-XO.131 HT NAIL PER CONN. mr (3)W X12D NARS - r�rev.cv^•� u o a PER CONNECTION 2X4 BOTTOM CHORDS ON 10',I'8' DELETE ON ON AMERICANA OPTIONAL EAVE 3•MAX-Ir 813'6'WIDE UNITS ONLY AND RUFFY MODELS - 2X4 SYP M1 KD STUDS 8 RAFTERS 24•MAX SPACING SIDING:SEE NOTE#14� 90'MAX. LVOµS.GA.3G436 1X4 SYP N2 KD CONTINUOUS BELTLINE,DADO INTO STUD (9727 526-3266 (2)3'x.120 NAILS PER CONNECTION " STUDS TOE-NAILED TO BOTTOM PLATE.(4)37L190•RAW(TVPJ 2X4 SYPM1 KD BOTTOM PLATE,3'x.120 NAILS 8'OC��"oti I Err r�� �1. RUFFY, CLASSIC, �� AND AMERICANA 112'X17 ZS GA.(iALV.STEEL PLATE DOABLE PT2XSS10D8 • N.53199 FRAMING DETAILS AT EACH 8�&Q �INECTION 4 SKIDS ON 138'WIDE Ram. 13, 6•MA>r: - 11.111212018r°l% '713C 2017 CROSS SECTION DETAIL `.. 'G�?�� `,2-20-,7 3016 s i��s •....... �� NONE N.T.S. r u PSI APPROVAL 2018-01-15 FRAMING FOR FLORIDIAN . NOTE:GABLE ORIENTATION IS SYMBOLIC - O O in n SINCE GABLE CAN BE IN EITHER w N 41hMlek, DIRECTION. ^n Psi 12 n CODE RENEW Pnlam4aaiservtrameu.rriu,4,P 2'5 — 9CONNECTiON SEE NOTE#14 •.N m meenek e4m44m 1 12"X O 26 GA.EACH S STEEL 1T4833rd5-1 STRAP AT TOP OF EACH STUD ON <m od-da,Florida VW9 GABLES-ATTACH TO TOP OF RAFTER 3 w o Pum aewte.er:awaraow &OVER RIM&TOP PLATE TO STUD , (8)1.25"X.105-NAILS(TYP.) x4#1 SYP VERTICAL RIM nEsm4ss,smlO4 '/xR10SNAILS6'SPACINGUUMC4u41tls - - - - - - - Y' OUBLE 2X4 SIDING:SEE NOTE#14 4#15YPKD STUDS �z.1X4 PURUNX4 SYPKD PURUN1 12"X 1726 GA GALV.STEEL PLATE (2 3"x0120AT BOTTOM OF EACH STUD NAILS PER (8)1.25'x.106'NAILS(TYP.) - 2X4(6)FLOOR JOIST DOUBLE PT 2X6 S1 DB 2x4 SYP#1 BOTTOM PLATE ) ^ �INGMAX. IS' 6' 0WX9HYPICAL OR SIZE 11 I I END -WALL FRAMING i w� Q�M NV 2x4 SYP#1 TOP RIM RAFTER 3-3"x.120"NAILS AT EACH - y N w o 0 OVER 2x4 SYP#1 TOP PLATE CONT. STUD 'l PLATECONNECTION N.T.S. W s� 9> FASTEN Wl 3"x.120 NAIL 8"OC 1 12'x 16"26 G STEEL STRAP C STOP OF STUD&RAFTER CINNECTION ti oZ H o w z (8)1.25'X.105"NAILS(TVP.) ROOFING:SEE NOTE q mom u�03 2X4#1 SYP STUDS C\— Nov O� 24"MAXSPACING 10 in�3� - �. OUO� OR '1. 1X4 PURUN RAFTERS SYP#1 ON 24"CENTERS BEARING 2X4#1 SYP BOTTOM PLATE NOTE: OPTIONAL 3"NONSTRUCTURAL DIRECTLY OVER GABLE WALL STUDS EAVE USE SINGLE 2X4 RAFTER FOR SPAN MAX 93". 1 12"x 12"26G.STRAPS ATTACH TO GABLE RIM W/4-3"x.120"NAILS EA END USE DOUBLE 2z4 SYP#1 IN'P'PROFILE MAX SPAN 136' BAT.EA STUD T/4 RIM JOIST DOUBLE STUDS AT CORNERS STITCH W/3"x.120"NAIL ON 8"CENTERS FASTEN W/8-1 1/4'z.105"NAILS 3"z.120"NAILS ON 8"SPACING ATTACH TO GABLE RIM W/6-3"z.120"NAILS EA END ROBIN BUILDERS INC SIDE WALL FRAMING 552 S.STATE St. ..2X4#1 SYP STUDS LYONS,GA 30436 N.T.S: - 24"O,C, - 912-526-3266 -- - - 2-3"x.120"NAILS EA END 2z4#1SYPTOP& 1111I111PFE F ' 1X4 PURL IN DADOED BOTTOM PLATES CONT. FIi INTO STUDS FLOORING'SEE NOTE#16 FLORIDIAN ;.�;',,�19F'••,O•�,, FRAMING DETAILS SIDING:SEE NOTE#14 *: N,63439 •: 1 12'x 17 2fi G STEEL STRAP TOP&BOTTOM OF EACH STUD - � 1: 42 2ol8{ - - 2X4(6)FLOOR JOIST - - 'TBC 2017 ` .O•. B1Ate OF `: --,4�,�'s'•• '•`"•�"••:O•i,,-` - TYPICAL- CROSS SECTION 'IS NOTED 4.OF-8 }S NOTED SCALE: 1/4" _ ,' PSI APPROVAL 201"1-15 X. GAMBREL BARN FRAMING DETAILS 1X4 SYP 02 PURUN SURFACE NAILED WITH psi (3)71Ir X 2'STAPLES PER CONNECTION (ALT)20 GAUGE STEEL HAT CHANNEL 1tlO cooraEv�Ew (3)31 X.120 NAILS AT STUD 72 W/(2)2-1/4'X0.131 HT NAIL PER CONN. TO TRUSS CONNECTION 3Ji� _ oouln 20 G0.2.8•X 4•MREK CONNECTOR PLATES N O. »mnnesueM] - 12- EACHSIDEOFJOINT r^ OdeMa,]biiev 3S8J9 - -� - �•O 1 Vim YeNe.v:W WNON 1B O N O In n+s.snu]E HEADER FOR DOOR OPENINGS ONLY DOUBLE 2X4 STUDS 3 RAFTERS n N uuccc]umuE AT ENDWALLS ONLY N N awm..,nN vmcN,macE STITCH TOGETHER WITH - ]on 31 x.12V NAILS r SPACING Esuccc)uouw ACH RAN H2 TKO STUD 3 4 0 BILL SPAN S FASTENING CONNECTION WI(8)0.120'x 1-1? DOUBLE 2M z J Li SILLS 1-2x4 NAILS PER ANCHOR o 00 2x4#N SYP STUDS WOO MIN ® 1 1IT X 12.28 GA.GALV.STEEL PLATE 1X4 PURLIN g i ATTOP 8 BOTTOM OF EACH STUD 1x4 PURUN---/[ ')�8� WITH(8)12W X.105'NAILS(IYP. MAX SPAN - 4ir �)TO PLATE CONNECTION87UD n�o FASTENING 3--L3�X3' 2X4#1 SYP BOTTOM > DOUBLE PT 2X8 SK DS 8 TOP PLATE HEADER DETAIL MAX SPANS 8 FASTENING _ _ NOTE 9 UNDER MA WIDE- _ TYPICAL DOOR FRAMING: MA V 1O e IS' b' X. MAXIMUM SUE HEADERS 1-20 2-2X4 2-2X8 _ .- 108'W X 80'H PL""WOM PL"woo END WALL FRAMING E 4 SCON �> cm ® ® N.T.S. v o j NZN O9 1�X4 t2 20 GA.26'X4-MREK CONNECTOR RATES m NOS 16 w ® 3.5 I— OR EQUAL EA SIDE OF CONNECTION ` a MAX SPANS ZLW 84• B5' 12 - rn 18 2X4 M SYP BOTTOM CHORDS ON o o a FASTENING ULIO1 EW 6.130'x3• 13D'x31 _ .]. - 17 WIDE 6 I T:'WIDE ONLY NAIL EA END NAIL EA END NAIL EA END - - DOUBLE TOP PLATE CONT.2Xe OVER 2t4 Ell SIMPSON H2 OR EQUAL S 1••�/�� EACH RAFTER TO STUD 2X4 4H SYP STUDS 8 RAFTERS oa. CONNE PEV26W MIN SPACING 2V i ROBIN BUIL➢ERS INC. a 552 5.StATE SY. `90tN5526-32fi636 SIDING:SEE NOTE#14 l )) O _ q _ 1Xy4�P3U�RxU�N�p 11/rX1r28GAA. L Ai V. TEELRATEEACH STUD TO - - _ - - PQ2 CONNECTION •••�••� _ ,,q�E,•uceNSF ,Q,' WITH 128'X.105-NAILS(TYPJ GAMBREL BARN y:;+ •.Ty 2X4N13YP BOTTOM PLATE FRAMING DETAILS No.534W 1/1212 018 f - oouBLE Fr 2xe SIDS % •t, gp7E pp � I NOT E SKIDS UNDER 13V WIDE FLOORS ONLY ABC 2017 ,.A•.,•AX0Moi,....:'�?�. F— 13' b'MAX. —i `12-20-17 5 of 8 o��ss........ (o• I CROSS SECTION DETAIL NONE PSI APPROVAL 201"1-15 N.T.S. HEADER DETAIL MAX SPANS 6 FASTENING FRAMING FOR STEEL FRAME ROOF PANEL ATTACH TO ENDWALLS SDEWALLS 3 ALONG RIDGE WITH HEADERS 1.2r4 2-2X4 2-2X4 M10 x 3/4'SCREWS AT S'SPACING ... N/8 HIGH ROOF PITCH VARIES TO MAX 3.BM o b n GAUG 2 12 w •3Z NOTE:GABLE ORIENTATION IS SYMBOLIC ^o SI SNCE GABLE CAN BE IN EITHER £ DIRECTION. bhp L-I E3 OPTIONAL EAVE 3'MAX O av JN — QU FASTEPIIN6 2 LZ -0 4• 4-iF1 1�4 STEEL STUD DOUBLE STUDS AT DOOR OPENINGS 3 w o EACH END EACH END EACH END DIAGONALOUR pQNr'� '� z ILL SPAN 8 FASTENING o z LL 20 GAUGE STEEL BELTLME o a SILLS 1_2)A CONTINUOUg AROUND PERIMETER" ¢z o TO BOWT/T1041xT2R W WATi ER .. .- - (3)3x.120• NAILS PER CONNECTION E u - MEAD LAO BOLTS 07 CENTERS 8 1S GAUGE STEEL STUD PLATE MAX SPANS 48' DOUBLE BOLTS EACH CORNER 3 EACH EDGE OF DOOR OPENING FASTENING 2-d10x314' DOUBLE PT 2X8 310D9 I i.... NAMIS' 6'MAX.—�{ TYPE AND LOCATION OF DOORS NOTE FOUR SKIDS UNDER 13V WIDE FLOORS ONLY I AND WINDOWS TO VARY TYPICAL DOOR FRAMING: Z END WALL FRAMING MAXIMUM DOOR SIZE- Q O M65 N.T.S. - "108'W X 73'H o 0 b OR BOTTOM CORD EACH RIB CONTINUOUS BOTTOM PLATES 3 psi a roir z a g is 0 3 ATTACH TO RAFTERS WITH TOP 8 BOTTOM PLATES o m o 4-M10x3N'SCREWB EA END THROUGH ROOF PANEL [ODE REVIEW N�V�a RAFTERS AT 24'MAX P�Ntertetl� MVCr4f,/M O b utVpF (2 1H0 x 314'SCREWS PER CONNECRON SPACING 6 LSOCATE B nm v,esaxr C au OVER WALL r�T�EUFuG�S AND PLATES Oil9M0,Fia�ldo93839 Plain Revle•er.a4Aar0 010E OPTIONAL EAVE W MAX \ ICC ESlvm FL—P-,S-6 200 STEEL STUDS b.RAFZER3248 MAX SPACING 1SUCCc9U02010 - — - ri'a m M_,..Vlaml C.Martin,PE FLP-79,1A-017 _ SIDING:SEE NOTE 014 -/ I LwI.... 90'MAX. I CONTINUOUS BELTLINE Base Rail or Top Rail ROBIN BUILDERS INC. �! � 652 S.STATE 54. `YO11��S,CA.30436 � `?,�J 626-3266 �— .. .114" cake BOTTOM TRACK CONT head cr w` per conn. .FASTEN LAG 48CREW�EA STUD BOTTOM TRACK CO 20 GAUGE UNT. IJ_ Swagetl tlimplew � F('p r - _,118'dla.ILdt .............. y�'y DMA RAMING - _ No63f39 '•ry I DOUBLE PT 2X8 SKIDS II NOTE FOUR .UNDER 13'8'WIDE FLOORS ONLY I �• �O••. Ba7e of G/� "aFBC 2017 " CROSS SECTION DETAIL STEEL STUD DETAIL `1 z-2D-,7 6 c1 B '.`s .�`� " NONE MTS. N.T.S. Frl PSI APPROVAL 2018-01-16 TRUSS SCHEDULE: 2X4 SYP#1 TRUSS RAFTERS 24"O.C. FRAMING FOR PORCH MODELS DOUBLE 2.4 SYP#1 TRUSS RAFTER AT ENDWALLS ;�• ..n &STITCH TOGETHER W/3'x 0.120'NAILS 8'OC DOUBLE TRUSS 11 3343 ••(?�q AT ENDWALLS FIELD TRUSSES 24"OC 20 GA 2.S X 4"TRUSS PLATES� 67139 '•;N% .moo W m -NOTE:GABLE ORIENTATION IS SYMBOLIC EACH SIDE OF TRUSS ;•Q_ N SINCE GABLE CAN BE IN EITHER 0 RECTION. - o 12, 7Q� 1/1f�f 048r °mo KINGPOST ON TRUSSES>99" ��/-•' SmE� SINGLE TRUSS OVER WALLS 2.5 2i'••-�tpjppt•.: DOUBLE TRUSS PTQ:ER PORCH. "tS8 ."1 12"X 17 26 GA GALV.STEEL PLATE (8).105"x 1.25"NAILS 3 o a ROOFING:SEE NO #14 20 G GALV STEEL HAT CHANNEL w U T - WI(2)2Al/4"x 0.131"HT NAILS PER CONN. 2X4#1 SYPKD STUDS o¢ 2-3'x.120'NAILS p p o OU T OUBLE 2X4 EACH END W SIDING:SEE NOTE#14 ¢z 3 j O zpa _ :j,a tea¢¢ -- :.12"X 12"26 GA GALV:Si EEL PLATE 1X4 PURUN 1X114 SYPKD PURLIN ROOF FRAMING TDP&BDTTQM DF EADH 3TUD �2AILS PERO (8)1.25"x.105'NAILS(TYPJ CONNECTION mIn^o N.T.S. 2X4(6)FLOOR JOIST II DOUBLE PT 2X6 SKIDS (�- 13' 6'MAX. TYpICAL000RFRAMING 20 G GALV STEEL HAT CHANNEL II MAXIMUM DOOR SIZE inm WI(2)2-1/4"x 0.131"HT NAILS PER CONN. DOUBLE PT TRUSS t7p W X 79"H U F 2-3"x.120"GALV NAILS NOTE FOUR BMW UNDER 13V WIDE FLOORS Oa 112"x 1S"26 G STEEL STRAP ATB"SPACING FOhV' TOP OF STUD&TAIL END OF TRUSS • (8)1.25"X.105-NAILS(TYP.) psi � svN � pj Im�a END WALL FRAMING - 3"X12"18 G GALV.PLATES ON 2 X 4 PT NAICTO-UNDERSIDE 2 OUTSIDE SURFACES OF 4X4 POSTS- -OF TRUSSES 2-7 x.120"GALV 10.3'x0.120"GALV NAILS EA PLATE NAILS ON 6"SPACING o�^�^ll+u ROOFING:SEE NOTE#14 N J� z °"'°"�"°'•'O°' 20 G GALV STEEL HAT CHANNEL ,uwumiu„z WI(2)2-1/4"x 0.131"HT NAILS PER CONN. ~°" "�"�" 1 12'x 16"26 G STEEL STRAP C PORCH DETAILS u,`a"''uw..an' TOP OF STUDBTAIL END OF TRUSS ' N.T.S. DOUBLE 2x4 SYP PT TOP RIM JOIST (8)1.25"X.105"NAILS(TYP.) OVER 2X4 SYP PT TOP PLATE CONT. OPTIONAL"' 2x4 SYP p1 TOP 1 12"x 18"26 G STEEL STRAP NON-STRUCTURAL EAVE RIM JOIST CONT. TOP OF STUD&TAIL END OF TRUSS FASTEN W/2-3"x.120 NAILS EACH 9' (e)1.25"X.105"NAILS(TYP.) DOUBLE 2X4#1 SY 4X4 P7 HEADER SUPPORTED BY CORNER STUDS - 2.4 PT JACK STUDS - - - 2x4 SYP PT TOP _ OPEN PORCH AREA PLATE CONT. ~ 2X4#77 SYP STUDS [a MAX 6'SPAN WALL TO CORNER POST ROBIN BUILDERS INC 24'CENTERS 2X4#1 SYP STUDS 552 S.STATE St. 2-7,120"NAILEAEND 4X4 PT POSTS AT EACH 24"MAXSPACING LYONS,GA 30436 BFTSOIDEHORNER 2x4#1 SYP BOTTOM 412-526-3266 TYPICAL WIN.FRAMING PP RRCC PLATE-INTERIOR 2X4 PT RAILINGS iX4 PURLIN DADOED WALL ONLY MAX 6"OPENING INTO STUDS ... FLOORING:SEE 1X4 PURUN / NOTE#16 PORCH MODEL SIDING:SEE NOTE#14 FRAMING DETAILS 2X4#1 SYP BOTTOM PLATE 1 lox 17 26 G STEEL STRA.. _ 3'Si.120"NAIL 8"SPACING - - '- BOT.OF EACH STUD TO RIM JOIST - 1 12'x 17'26G GALV STRAPS - _ .. (8)1.25"X.105, .105'NAILS(TYP.) BOT OF EA STUD TO RIM JOIST 5/4 x 6 PT FLOOR DECKING 3"x1718 G GALV.PLATES 2X4(6)FLOOR JOIST BC 2017 FASTEN W/8-1114"x.105'NAILS- ON PORCH ONLY ON20UTSIDE SURFACES OF TOP&BOTTOM OF 4x4 PT CORNER CROSS SECTION �12-20-17 7 OF 8 POSTS-10-74.120"GALV NAILS EA PLATE SIDE WALL FRAMING '�5 NOTED SCALE: 1/4" _ ,• PSI APPROVAL 201 B-01-15 OF PLYWOOD FLOORING 2x4 BASEPLATE FLOOR JOIST 2x4(6)PT RIM JOIST FLOOR JOIST GENERAL N❑T E S 2'x2'xl/8'ZINC PLATED WASHER 3/4'PLYWOOD FLOORING < n 1/2•xa•GALV LAG BOLT 2x4 BUILDING ANCHORS INTO EARTH SHALL HE z N 2x4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE o ANCHOR ATTACHED TO BUILDING ANCHORS BY HOME PRIDE OR EQUAL WITH h N WITH 1/2'x4'GALV LAG BOLT MINIMUM EMBEDMENT OF 24' AND THROUGH WASHER;THEN EYE OF 2x4(6)PT RIM JOIST AVERAGE HOLDING POWER OF 4,0004 ANCHOR,THEN RIM JOIST a 2. BUILDING ANCHORS INTO CONCRETE 1/2' INTO END OF FLOOR JOIST WEDGE ANCHORS WITH MIN 3' EMBEDMENT- 2'x2'x1/8'ZINC- 3. ANCHORING SYSTEM TO GROUND PER LOCAL ; o GRADE - O PLATED W'�SHER BUILDING CODE. LOCATE ANCHORS PER o -- 1/2'X4'GALV LAG BOLT SPACING REQUIREMENTS SHOWN.WITHIN W w" 4. ANCHORING SYSTEM TO CONCRETE SLAB PER o a PIER SPACING LOCAL BUILDING CODE. LOCATE ANCHORS PER z p REDUIREMENT.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 Q z j REDUIREMENTS s 4'SINGLE HELIX 6 MIN. WITH 1/2'x4'GALV LAG BOLT CENTER OF END PAD 3 EMBEDMENT OF 24'.LOCATE THROUGH WASHER,THEN EYE OF s o N ANCHORS ONLY ALONG LONG 6. PAD SPACING THAN END PADS IS a SIDE OF BUILDING.END ANCHORS ANCHOR,THEN RIM JOIST 4 CENTER TO CENTER g INTO END OF FLOOR JOIST a a R WITHIN 2'OF EACH END,THEN 7. BASE OF EACH PAD TO BE 8'x16'x4' SOLID 8'MAX ANCHOR SPACING. GRADE CONCRETE BLOCK (CEMENT AND SAND MIX). 8.HOLLOW OR SOLID CONCRETE BLOCKS MAY _ BE DRY-STACKED DN.PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING >w L SHED WITH ATTACHED SKIDS 1/2'EYE AUGER ANCHOR N. 9, ANCHOR SPACING IS BASED ON ASCE 7-10 a E 4'SINGLE HELIX 6 MIN. END VIEW EMBEDMENT OF 24,LOCATE RISK CATEGORY 1 BUILDING EXPOSURE B G o 0 ANCHORS ONLY ALONG LONG .160 M.P.H. (3 SEC GUST) EXPOSURE C s` SIDE OF BUILDING.END ANCHORS 2017 FLORIDA BUILDING CODE 6th EDITION SCALE-N.T.S. WITHIN 2'OF EACH END,THEN 10. MAXIMUM INTERIOR SIDEWALL HEIGHT OF N 8'MAX ANCHOR SPACING. BUILDING IS B'O' INSIDE WALL HEIGHT L 11. MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE C ^o > o 12. MAXIMUM LENGTH OF FLOOR IS 50' LONG y Nvi 1 13. PIER SPACING REQUIREMENTS SAME AS ^p Nzo r' z 4�: AUGER ANCHOR SPACING REQUIREMENTS '4 Z N� V(z _ANCHOR ATTACHMENT .DETAIL _ 5a . ." SCALES N.T.S. psi C Z V 3o n FOUNDATION ANCHORING TIE DOWN SYSTEM CODEREVIEW (o)o a 3 2x4 BASEPL (U 1/2'ZINC PLATED NUT TO BE SITE DESIGNED AND LOCALLY an a n n(sdme n�mr PERMITTED """ 3/4'PLYWOO (1)2'x2'x1/8'ZINC PLATED WASHER 1]4dee,e ddl 26 GAUGE 5-90 GALV ormneo,rwrrea 32939 2x4(6)PT RIM JOIST STEEL 1.5'V 18'L Pmm nerkuer.Wwre 1/2'WEDGE ANCHOR WITH U-SHAPED BRACKET itt Es10)aa0 1/2'x 12'EYEBOLT 3'MIN EMBEDMENT INTO ATTACHE➢.TO EACH FL.W-,sl. SOLID CONCRETE SLAB STUD 6 FASTENED W/ isuttE.—M ti EYE BOLT ATTACHED TO ANCHOR WITH THROUGH 2x4 VALLPLATE (14)-0.089 x 1.25' oepamnemrnanagrr.YumrC.nnjE ROBIN BUILDERS INC.. `(1)1/2'x2'ZP BOLT,(2)2'x2'xl%B'-. 4 2x4 PT BG-TOM PLATE. RING SHANK GALV NAILS- 55®S.STATE$Y R VEe833)9,UiEE@01) U a .ZP WASHER,(I7 1/2'ZP NUT SPACING OF ANCHORS TO BE MAX L ALONG ALL 2x4 BASEPLATE Lsu(aouoxnlE (912)SD6-3266 T """"'-+?,•= A-24 SIMPSON Cor EQUAL) FOUR WALLS WITH 1 _ MIN 4' ''�'i'/' ANCHOR WITHIN Y OF 111111••`;r: .•=''c'^" ANC UPLIFT 'EMBEDMENT. EDM WEDGE ' ANCHOR MIN 3'EMBEDMENT. EACH CORNER. 2'x4'P.T.BASE `�� •(I{E '� CONCRETE SLAB BY LOCATSIDECH 13F RS ONLY LD NGA ALONG T ONCRETE SLAB BY .�'••••'••'�0 G� OTHERS LOCAL LODE V � +�OTHERS LOCAL CODE ANCHORS WITHIN 2'OF EACH MIN 4' - AND JURISDICTION END,THEN 3'MAX SPACING y AND JURISDICTION 63�8 9 TIE DOWN DETAILS APPLY APPLY ={Y: SHED WITH ATTACHED SKIDS SHED WITHOUT FLOOR +/�P/Qoss;� = = 1`'•. �O•., ER111E OF i2� "'71E DOWN ANCHORED TO C-ONCRETE - a'? ' 6�• END VIEW ANCHORED T❑ C❑NCRETE �s'' END VIEW ''��''s 1.�` iz zo 17 sot s 111 AS NOTED SCALE-N.T.S. PSI APPROVAL 2018-01-15 SCALE.N.T.S. 2 HAZELAV"„E ST jC oA j F V E C"n 7- AN13 2+ r-` 'RACETRACK coc' 0 Storage a r � HILL L,OaP Gazebo �17 Shuffleboard a Swmming Pool 4 � Bath House & Shower Tennis QHorseshoes tit COG HILL Loop AUGUSTA NATIaNAL Club HOUSe Bocce Ball CYPRESS p 1!/ Dempster DINT LN ' Office VALDERA �i/ LN cc� Dog Park MA ' �., Pickleball ' CHARla7 LN w ` 0 z INSTR#2019086321 OR BK 9909 PG 2820 Page 1 of 1 05/21/2019 01:11 PM Rcpt:2056610 Rec:10.00 DS:0.00 IT:0.00 Paula S.O'.7Vei1 Ph.D,Pasco County Clerk&ComptrotTer Permit No. Parcel ID No ay-C9 aI- a030-ombb_ mcb NOTICE OF COMMENCEMENT / State of_. 4Ar-,l•` "`� County of cc) 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,rW-9 0-'di- C� - C)OC(l •10T A 1 1 Street Address:2Aq V5 Cnq \ \ h)M 3 2. General Description of improvement�l'15tAUtnrs 6LIS X 90 ct'a g X 10 J. SY1Qrl. l>,�i4a(1 C'�t21;�Q'1 C. 3. Owner information or Lessee information If the Lessee contracted for the Improvement RHc- 115 l_t✓L Name , c�'14't'tr'1 rt nk\tn eA, sw b6cc> 5a i21 Y)Z Address City State Interest in Property: (7[-k_)a e_f_ Name of Fee Simple Titleholder. 1 PC (If different from Owner listed above)Address {� 4. Contractor.LL_'0M Y 1 e tries r-F 74106d YCl Ity Bt•uw E�edoY ej State Nam U`65i l + 5t-+reek Zed\)i rW,ll5 Address 1 city-Ti State Contractor's Telephone No.:{i) }ti11 J'6-13�3 5. Surety: :. Name Y' Address city tt_ty State I 'tri U LU Z W -cn_ W Amount of Band:$ Telephone No.: O �O --I V F�-- 6. Lander. Name O 0 to J N Address City State � Z Z J d. Lender's Telephone No.: O ¢[ O 7. Persons within the State of odda designated by the owner upon whom notices or other documents may be served as provided by Li! p V Section 713,13(1)(a)(7),F da Statutes: L c� W O'F Name .aD.C1 Z Address City state p 7- t> Con LL. Telephone Number of D gnated Person: a d O . S. In addition to him ,the owner designates of m8 W O O 0 to receive a copy of the Uenor's Notice as provided In Section 713.13(1)(b),Florida Statutes. O U al Telephone Number of Person or Entity Designated by Owner. 0 F- Z 9. Expiration date of Notice of Commencement the expiration date may not be before the con letion of construction and final a LU Q J xp ( xP Y P payment to the W. - r�,� contractor,but will be one year from the date of recording unless a different date is specified}: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT 'Ltry';;F^•'aF-•0,,; 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 NOTIC9 OF COMMENCEMENT MUST BERECORDED AND POSTED ON THE JOB BEFORE THE FIRST INSPECON. IF YOU INTEND TO OBTAIN WITH YOUR LENDER ORAN ATTORNEY BIEFORE TE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMMN NI NG CEM NTSULT Under penalty of pedury,J declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best Vv • of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO �f-►ot..x�lt$su • k 1L m wd Si lure of Owner or Lessee,or Owner's or Lessee's Authorized r/Director/Partner/Manager ' YY1SI�QQi1ca Signatory's TI Office ri ®. • •; The foregoing Instrument was acknowledged before me this day of "rOAA ...,20!1 by'�P`.35t CC, st)o o al�er ' Z} as (type of authority,e.g.,officer,trustee,attorney in fact)for 1. !\ei LI - Sun C ry'L.J1�3c1E'S {nam i party cn behalf of whom Instrument was executed), Personally Known tJ 0 Produced Identification❑ Notary Signature Type of identificatlon Produced Name(Print) - -- - r;�i,"�. ftEAIl4EAttAYNIE 1 l �WColiwt&"111002811M . e't E>6'IAES:Deaembdri8,1ff2z ' meeednrulHarywd6etlMerwrwn wpdaWb stnoticecommencement pc053048 t City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Aj _ l / Contractor/Homeowner: � / ° Date Received: Site: n� Permit Type: h S �c �o {7 Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ (,0 wol This comment sheet shall be kept with the permit and/or plans. � .9UN Z 0 s Building Official Date Contractor and/or Homeowner 1 (Required when comments are present)