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HomeMy WebLinkAbout21-1560 m . a _ City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BGR-001560-2021 Phone: (813)780-0020 K. Fax: (813)780-0021 Issue Date: 03/05/2021 • Permit Type: Building General (Residential) Property Number Street Address 1126 210010 13100 0171 5234 4Th Street Owner Information Permit Information Contractor Information Name: JOSE&SAMANTHA RIVERA Permit Type:Building General(Residential) Contractor: HOMEOWNER Class of Work:Shed Address: 5234 4Th Street Building Valuation:$1,371.20 ZEPHYRHILLS,FLORIDA 33542 Electrical Valuation:$0.00 Phone: (610)698-1564 Mechanical Valuation:$0.00 L Plumbing Valuation:$0.00 Total Valuation:$1,371.20 r r Total Fees:$75.00 Amount Paid:$75.00 Date Paid:3/5/2021 1:52:12PM Project Description INSTALLATION 12 X 20 SHED Application Fees Building Plan Review Fee $25.00 Building Permit Fee $50.00 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 subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit 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 add fee 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. y1Q9L' -)L-Prn CONTRACTOR SIGNATURE PE IT OFFICE 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 7 Phone Contact for Permitting 3;K3ZE3= Owner's Name _J D'u O� Owner Phone Number Ownees AddressIE23q* SL . aity '11k 33 a Owner Phone Number ',S7,3 9113-72-2 Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address LOT# JOB ADDRESS 4S'2- SP"') S SUBDIVISION PARCEL IEW (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL F-1 REPAIR PROPOSED USE SFR Q COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL A DESCRIPTION OF WORK BUILDING SIZE tO SO FOOTAGE HEIGHTC9'L4!4* .1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ®`BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING F__1 SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES . . . . . . . . . . . . . . . . . . . . . . BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN L�N Address I License# ELECTRICIAN COMPANY SIGNATURE' REGISTERED FEE CURREN LILN J Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LYLN J Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address I License# 1-7 OTHER COMPANY () SIGNATURE REGISTERED I FEE CURREN E4�K:T Address Z's 7 License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, -Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities.&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ,, * ' ****PROPERTY SURVEY required for all NEW construction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (AIC upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PlottSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 1 Building Department ; 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 fqund 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 WITEI YOUR LENDER OR AN ATTORNEX BEFORE RECQR121NG UR-NOTICE QF COMMENCEMENT, FLORIDA JURAT(F.S 7.03) OWNER OR A ENT CONTR CTOR Subscribed and swo o(QQr affirmed) fore me this Subscrib d and omm to(or affi�d)before this Flo by �loS� Who is/are perso ally known to me or has/have produced Who i �e pe a n me-oar ahas/have produced as identification. �L` �`�`"as identification. Notary Public Notary Public Commission No.---- Com issio N _ Name of Notary typed,printed or stamped Name of Not p �ri st mp :t; Commission#CG 276457 Exp' becember Ices 12,2022 bonded 7}�Troy Fain Insuran �800.380.7010 Sheds and Carports Plan Review Comments 1) AU'property markers sha.1L'be fullyexposed at time of inspection.: (RED:TAG If NOT MARKED) 2} 'Ail 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 installedin.easements.- 5) .Shall be set in he.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 ordinance 780-01 9} No accessory building shall be.larger th-an 30.0 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 speci led.. 12) Accessory buildings in residential zon;es.that.ekceed 150 sq ft shall be constructed.of . :masonry;wood frame,'aluminum or Vinyl. Aluminum,and.vinVI shall lie 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 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 ferice.shall.face out. DISCLOSURE STATEMENT FOR OWNER CITY OF ZEPHYRHILLS BUILDING DEPARTMENT have read and fully understand and agree to the provisions of this instrument. The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile, that he or she actually occupies, or will occupy by said domicile, and same is not for rent, lease or sale. That he or she shall comply with the following conditions: 1. That the owner and he or she alone shall act as the builder for all phases of construction. 2. That the owner will comply with all provisions of the City of Zephyrhills ordinances and codes pertinent. to the building. 3. That in the event various phases of construction are subcontracted, he will 'engage only properly licensed subcontractors and will personally supervise such work. 4. That in the event the Building Inspector shall require corrections to be made, the owner will assume full responsibility to insure they are made, and upon coinpletion will call for a reinspection before proceeding with the building. S. That 'oe owner shall assume full responsibility for the construction and will not ekpect supervision of his work from the City of Zephyrhills Building TV Deparionant. 5. Vint prior to final inspection any additional fees, including reinspection fees, must be paid in full. A written request from this office shall -cb5�6tituie an official notice to pay additional fees. 7. Tbat the owner shall comply with all City, State and Federal laws in regard to social security, workman's compensation, lien laws, etc. , where applicable. S. That the owner shall comply with all the safety codes issued by the Florida Industrial Commission. 9. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows yob, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct onsite supervision of the construction yourself. You may build or7;improve a one family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $75,000. The building or residence must be for your own use or occupanclf. It may not be built or substantially improved for sale or lease. if you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially, improved if for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. OWNER'S SIGNAT DATE ADDRESS „�- PHONE' WITNESS PERMIT # _ TOP LINE ENGINEERING, LLC T-I- ISTRUCTURAL. ENGINEERS Y November 4, 2019 Mr.Thomas Campbell Florida Department of Business and Professional Regulation 2601 Blair Stone Road Building C Tallahassee, Florida 32399-6563 RE: Plan Approval Robin Builders,Inc.-GA Plan#ROBIN GA FBCR2010-17 Dear Mr.Campbell, Per the requirements of the Florida Department of Business and Professional Regulations,the above referenced plans have been reviewed for compliance with: 2017 Florida Building Code,6m Edition 2014 National Electrical Code(NFPA-70) These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC) A signed and sealed set of plans are maintained on file with Topline Engineering, LLC. All mandatory comments have been satisfied and plans are approved for construction by a currently approved modular building manufacturer. If you have any questions or require my assistance in any way, please do not hesitate to contact me. Thank you. Respectfully, illiam E. Neary, Ir Business Partner Topline Engineering, LLC BILL.TLEQyahoo.com 10649 Oakview Pointe Terrace• Gotha• Florida 34734. Phone (407) 421-4037• ROBIN BUILDERS , INC . ��^o L YONS, GEORG/A °� n N N •N 41 ROB/V O 0 GENERAL NOTES 3w a 1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 12.ALL WIRE SHALL BE#12 THHN SOLID COPPER WITH GROUND.WIRING a 2017 FLORIDA BUILDING CODE Gth EDITION,2014 NAIONAL ELECTRIC CODE, PROTECTED PER 2014 NEC. FIXTURE LOCATIONS&TYPE MAY VARY. 2017 FLORIDA FIRE PREVENTION CODE AND ASCE 7-10 FOR 160 MPH WIND VELOCITY (3 SECOND GUST),EXPOSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 13.ALUMINUM WINDOWS-TYPE,SIZE,QUANTITY AND LOCATION MAY VARY. MAXIMUM WINDOW SIZE 48"WIDE x 36'HIGH, j 'e 2.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND 14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, ALL OTHER APPLICABLE CODES. MESA ALUMINUM 4'E BACKER FIBER CEMENT PANEL PbLYCARBONATE LAP ALUMINUM 6/8'PT T-111 SIDING VINYL SIDING WITH ENERGY BI�AC 3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.60/125 PSF FLOOR LOAD. OR LP SMARTSIDE.ROOF CiMFUNGS INCLUDE 29 GAUGE GALVALUME STEEL, v e NOT FOR HABITATION. SHINGLE ROOF OVER 1/2"PLYWOOD WITH 2 LAYERS OF 16 LB.FELT OR F'o N c� 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMATILE OVER 7/18.OSB AND 15 LB.FELT. M 29 � M W �-9 S.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER 15.USE 2-1/4•x.099'GALV RING SHANK NAILS FOR ALL CONNECTIONS BETWEEN N a 0 SPACING SHALL NOT EXCEED LIMITS AS INDICATED. WOOD,ENGINEERED WOOD,AND FIBER CEMENT SIDINGS AND FRAME. of 0 6.ALL FLOOR SKID&JOIST LUMBER TO BE#2 SYP KID PT 18.3/4"PLYWOOD FLOORING SURFACE NAILED WITH 3•x 0.120"GALV.NAIL SPACED i Nz N O. -3 ALL WALL PLATES,STUDS&RAFTERS LUMBER TO BE bi SYP KID S'EDGE/10"OC FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. Nov = 3 7.ALL WOOD WITHIN 8'OF GRADE OR IN CONTACT WITH MASONRY SHALL BE 17.FOUNDATION FOOTING AND ANCHORING OF UNIT WILL BE THE OWNER'S N PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA U1 AND 3 FASTENED WITH GALVANIZED FASTENERS. RESPONSIBILITY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC o 0 J REQUIREMENTS AFFECTING THE INSTALLATION,SETUP AND UTILITY B.TRUSS DESIGNED TO SUPPORT D.L.+L.L.-35 PSF. CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL c� 4 M RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE REQUIREMENTS FOR THIS STRUCTURE. 9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM 8-209, 32,000 MINIMUM YIELD STRENGTH. 18.ROOF DRAINAGE PER 1503.4&R903.4 { LINE ENGINEERING,tic 10.USE#8 X 3/4'TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN JL 5 RUCIURAL EN INE RS �. �.�.M o+ ALUMINUM LAP SIDING AND FRAME.USE#8 X 3/4'WITH 1/2"NEOPRENE-BACKED STRUCTURAL LOAD LIMITATIONS William E.Neary,III WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. SPACING AS FOLLOWS: SMP-51,SMI-79,ICC 5185040IN52�6 INC. ROOF/SIDING-PERIPHERAL MEMBERS 6"OC FLOOR LIVE LOAD: ROOF/SIDING-INTERIOR MEMBERS 10'OC 10649 Oakvlew Pointe Terrace N ' ti SIDING• 12'OC BOTTOM PERIMETER. A 50/125 PSF ROOF LIVE LOAD: Gotha,Florida 34734 11.DOOR SHALL BE 1"X 1"STEEL TUBE WELDED FRAME WITH AN ALUMINUM A 30 PSF PANEL INSERT WITH STRUCTURAL LINER AND PIANO HINGE,DOOR IS ATTACHED UB�UALUMINUM TI UMND LOOKS GARAGE ARON AG VAR.S AN PREHUNGOT STEEL DOORS. �E, NO APPLICABLE `%%%;`tI1�E/V.,,�� �LORIDIANA� RUFFY GAMBREL AND WIDTH REQUIREMENT IF BUILDING IS—400SF PER FBC 1010.1.1(8). WIND LOAD: '�� N 1eF••.• BARN, GREENHOUSE A ULTIMATE 160 MPH;NOMINAL 124 MPH B. RISK CATEGORY I _A: No•5m %*: CLASSIC, PORCH C.B WIND DUIOSURE CATEGORY * _ MODEL, STEEL D.GCPI +—.55 INTERNAL PRESSURE �1 4212018 .. !PT APPROVED'FIpg VHZ' - • ..... aATBOP "`Fec 2017 %., . �.•'� .�� `12-20-17 1 o1 8 ,�'.p� •111 1% NONE —�Y 2019-11-04 TOP LINE ENGINEfRLjCWUt"ALN(#(5 q�V"q � HVHZ APPROVED CODES FLORIDA BUILDING CODE, REVIEW DATE MAR � O2� NATIONAL ELECTRIC CODE, CITY OF ZEPHYR I AND THE CITY OF ZEPHYRHILL S PLAAtj EjcgMr ER FLOOR DETAILS NOT APPROVED FOR � N O N VARIES TO 50' O" tOLnN PT 2X4(6)FLOOR JOISTS 18"OC 6/8"X 24"6•HELIX(OR EQUAL)ANCHOR FOR SOIL tv DOUBLE PT 2x8 SKIDS PT 2X4(6)RAIL MODEL MRA(024DACI)OR EQUAL FOR ROCK 4 SKIDS REQUIRED FOR (3)3'X.720 NAILS .035 GALV.STRAP OR CABLE OF 4760#CAPACITY FLOOR WIDTH OF 13'6" � C in Acc �+ J O a 30 Okv at a a '13 6• MAX ���� V i B � / >�^e 10 \\U 94 V•IN�I � 0 W W yI A 0al o wZ El El N .>j O3 8'pp8TT8��g WIDE dpUNITY OR oI 7�' (8)3'X.120 NAILS PER CONNECTION ►�, Ln M w 100412X8 FLOOR VI ISD UNIPS C 3 s S TYPICAL FLOOR FRAMING 2•(OR 4')X 6°X 16.30LID CONCRETE BLOCKS U Q AND TIE DOWN ANCHORS SPACED 2'FROM N.T.S. EACH END,THEN MAX.8'CENTERS. ,�,nP 1 E ENGINEERING,LLC .a+.v•. ,w —iT CNRAL ENGINEERS �314•PLYWOOD PT William E.Neary,III FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE 8 DEAD LOAD SMP-51,SMI-79,ICC 5185040F2X74 6)PT FLOOR JOIST FLOOR LOADING, ROBIN BUILDERS, IN 10649 Oablew Pointe Terrace 'T HEADER BETWEEN UNIT WIDTH 6' 8' 10' II'6' 13'6' 552 S. STATE ST. Gotha,Florida 34734 ( S 3'x.120 NAILS WOO LYONS, GA 30436 FLOOR JOIST 2X4 2X4 2X6 2X6 2X6 912-526-3266 20 GA.GALV.ANGLE PLATE #OF SKIDS 2 2 2 2 4 6-3"X.120 NAILS PER PLA 'A' 16' 18' 18° 24.5' 15' 2X4 PT HEADER BETWEEN kr— FLOOR DETAILS SKIDS-3'x.120 NAILS 6'OC c DOUBLE PT 2X6 SKIDS 'B' 40' 60' 84' 84' 40' �SIIMPSONXH4 OR EQUAL 31MP30N H10.2 OR EQUAL �L l Ap T FOR 125 PSF FLOOR LOAD 16'ONC OR 24'OCpFLOOR JOIS�S CAN ON 91ZE10x1B OR LARGER NOTE:D OIDE JOIST 10 STS(6)3pX.120 NAAILS AT EACH RECENE WITH A CENTER SKIID ANDtANIEXTRA ISKIDVIS PLACED UNDER EACH CON ECTION. OUTSIDE WALL. C 2017 .. FLOOR DETAIL (A r122--20-17 2 01 6 NONE N.T.S. 2019-11-04 TOP LINE ENGINEERING APPROVAL PLAN#ROBIN GA FBCR2010-17.""NOT HVHZ APPROVED FRAMING FOR AMERICANA,CLASSIC,RUFFY 20 GA 2.5'X 4'MITEK CONNECTOR PLATES HEADER DETAIL MAX SPANS&FASTENING EMBEDDED BY HYDRAULIC PRESS HEADERS 1-2x4 2-2X4 2-2X8 EACH SIDE OF JOINT WITH 1/2' WITH 112" 12 20 GA.W X 6"CONNECTOR PLATES O In PLYWOOD PLYWOOD 3 r— AT THIS CONNECTION ON 14 WIDE a CEO ® ® UNITS ONLY o 1 IN 104X4 OPTIONAL EAVE 3"MAX—�3' DOUBLE 2X4 SYP#1 KD STUDS&DOUBLE I ® 2X4 SYP#1 KD RAFTERS AT EACH END STITCHED W/3'X.120 NAILS 12"OC MAX SPANS 22,6' 84" 1 96" 2X4 SYP#1 KD WALL STUD WITH o FASTENING 3-.130'x 3" 1 6-.130"x 3' 8-.130"x 3" 12"2X3 BLOCK 2X4 SYP#1 KD JACK STUD NAIL EA END NAIL EA END NAIL EA END AT DOOR OPENINGS e O SILL SPAN&FASTENING 1X4 SYP#2 KD BEAROU DADO INTO STUD SILLS 1-2x4 CONTINUOUS AROUPID PERIMETER 1 1/2'X 12'26 GA.GALV.STEEL PLATE (2)3'x.120 NAILS PER CONNECTION p rc TOP 8 BOTTOM OF EACH STUD ® (8)1.26'X.106"NAILS(TYP.) 3'x S120"#NAILS BOSPACIN PLATE P LINE ENGINEERING,LLC --ST�U_U ENGINEE0.S DOUBLE PT 2X8 SKIDS I TYPE AND LOCATION OF DOORS > MAX SPANS 48' William E.Neary,111 13' 6" MAX. AND WINDOWS TO VARY SMP-51,SMI-79,ICC 5185040 NOTE FOUR SKIDS UNDER 13V WIDE FLOORS ONLY I FASTENING 3-•130'x3' 10649Oakview Pointe Terrace V ��w IL EA EN Gotha,Florida 34734 END WALL FRAMING MAXIMUM DOOR SIZE- ac M In� N.T.S. 108"W X BO"H t�i Q ''' o p 12 us z 3 20 GA 2.5'X 4"MITEK CONNECTOR PLATES yz a p O z 1X4 SYP#2 PURLIN SURFACE NAILED EMBEDDED BY HYDRAULIC PRESS 41 Ny m =cr WITH(3)7/18"X 2-16 GAUGE EACH SIDE OF JOINT Ln STAPLES PER CONNECTION �. U (ALn 20 GAUGE STEEL HAT CHANNEL rn p 3 W/(2)2-1/4'X0.131 HT NAIL PER CONN. NOT APPROVED FCIII' Z.. ' a o 55 (3)3'X.120 NAILS PER CONNECTION 2X4 BOTTOM CHORDS ON IV,11'6' DELETE OH ON AMERICANA OPTIONAL EAVE 3'MAX--�3' &13'6"WIDE UNITS ONLY AND RUFFY MODELS 2X4 SYP#1 KD STUDS&RAFTERS 24"MAX SPACING d �, SIDING:SEE NOTE#14 y'Q r� 90' MAX. g 58 C. 6 6 =1X4 SYP 02 KD CONTINUOUS BELTLINE,DADO INTO STUD (2)3"x.120 NAILS PER CONNECTION STUDS TOE-NAILED TO BOTTOM PLATE,(4)3')Ll30-NAILS'7YP.) 2X4 SYP#1 KD BOTTOM PLATE,3"x.120 NAILS 8"OC��` SH t1� RUFFY, CLASSIC, '•. AND AMERICANA 1 1/2"X 12"26 GA.GALV.STEEL PLATE DOUBLE PT 2X6 SKIDS *;•••ft 6�/a9 *� FRAMING DETAILS AT EACH$BTUID T�F� IIQNNEOTION 4 SKIDS ON 13'8'WIDE �13' 6" MAX. �i •4/7�/?O1Bf -I!BC 2017 " I '� ' Q9RB OP 12-20-17 3 of 8 CROSS SECTION DETAIL fit ,,�``� ` NONE N.T.S. 2019-11-04 TOP LINE ENGINEERING APPROVAL PLAN#ROBIN GA FBCR2010-17.***NOT HVHZ APPROVED GAMBREL BARN FRAMING DETAILS 1X4 SYP#2 PURLIN SURFACE NAILED WITH (3)7116'X 2"STAPLES PER CONNECTION (ALT)20 GAUGE STEEL HAT CHANNEL (3)3'X.120 NAILS AT STUD 12 W1(2)2-1/4"X0.131 HT NAIL PER CONN. TO TRUSS CONNECTION 3.5� o c N 20 GA.2.6"X 4'MITEK CONNECTOR PLATES ^c 12 EACH SIDE OF JOINT a 18f�o HEADER FOR DOOR OPENINGS ONLY I DOUBLE 2X4 STD &RAFTERSAT N STITCH TOGETHER WITH 3'x.120"NAILS 8"SPACING SIMPSON H2 OR EQUAL a EACH RAFTER TO STUD SILL SPAN&FASTENING CONNECTION W/(8)0.120"x 1-1/2" DOUBLE 2X4 W SILLS 1-2x4 NAILS PERANCHOR c c 2x4#1 SYP STUDS 24"OC MIN J ® 1 1/2'X 12"28 GA.OALV.STEEL PLATE 1X4 PURLIIN2��tq�L a AT TOP&BOTTOM OF EACH STUD 1X4 PURLIN p� d 2REIA ON a a WITH(8)1.25"X.105'NAILS(TYP. (3)3"X.120'TOENAILS AT STUD MAX SPAN 48 TO PLATE CONNECTION m in o > �o FASTENING 3.130'x 3" 2X4 01 SYP BOTTOM NAIL EA EN DOUBLE PT 2X8 SKIDS &TOP PLATE HEADER DETAIL MAX SPANS 8 FASTENING NOTE FOUR SKIDS UNDER 1&6'WIDE FLOORS ONLY fo TYPICAL DOOR FRAMING: �IS' 6" MAX. MAXIMUM DOOR SIZE- LZj �oN HEADERS 1-2x4 WITH E 2X4 " N2 ITH " 108"W X 80"H �m g W PLYWOOD PLYWOOD END WALL FRAMING =�N S> 02 ® ® N.T.S. Z.-iz _ o �a 14RX4 12 O 20 GA.2.5'X 4'MITEK CONNECTOR PLATES _m°% :v w ® 3.5 OR EQUAL EA SIDE OF CONNECTION ?� 2 g o_3 a MAX SPANS 22.6" 84° 95" 55, 11c N o 12 2X4#1 SYP BOTTOM CHORDS ON a 0 c a m FASTENING 3-.130'x 3' 6-.130'x 3' 8-.130'x 3' 16 IV WIDE&11'6"WIDE ONLY NAIL EA END NAIL EA END NAIL EA END O _—DOUBLE TOP PLATE CONT.2x8 OVER 2x4 SIMPSON H2 OR EQUAL xx= EACH RAFTER TO STUD Tti, ro L_c INEM (30 LC 2X4#1 SYP STUDS&RAFTERS CONNECTION W/848 x 1.25' SCREWS PER ANCHOR sT cruML IN NG EINEERS MIN SPACING 24' g@ 11 / William E.Neary,III $kN55$ 28 INC. SIDING:SEE NOTE#14J SMP-51,SM1-79,]CC 5185040 4T21 f 66 10649 Oakview Pointe Terrace 9 Gotha,Florida 34734 rn 1X4 PURLIN ``LELII111����� 26 GA.GALV.STEEL PLATE 2-3' 1�O 'TILO ..�..� II 1 1 EACH 18TUD TO X FLOOR CONNECTION WITILS PER O NECTION FRAMING DETAILS ` ''• ( ) 2X4#1 SYP BOTTOM PLATE No.68/8Y APPROVED"FOR H'i.4�4P�PO48 DOUBLE PT2X8 SKIDS rr� 9"OF NOTE F SKIDS UNDER 178"WIDE FLOORS ONLY rBC 2017 ` 13' 6" MAX. "12-20-17 5 of IS CROSS SECTION D ETA I L .. NONE N.T.S. 2019-11-04 TOP LINE ENGINEERING APPROVAL PLAN#ROBIN GA FBCR2010-17.***NOT HVHZ APPROVED FRAMING FOR STEEL FRAME ROOF PANEL ATTACH TO ENDWALLS HEADER DETAIL MAX SPANS&FASTENING SIDEWALLS&ALONG RIDGE WITH om.d rmy, HEADERS 1-2x4 2-2X4 2-2X4 ROOF PITCH VARIES #10 x 3/4•SCREWS AT 8"SPACING /7.26•HIGH TO MAX 3.5/12 12 0 o w n TBEL PIGAE max 3.b� NOTE:GIppIBLE ORIENTPNTION IS SYMBOLIC L^N O SIDE DIRECTIONLE C N BE IN EITHER G w I U © OPTIONAL EAVE 3"MAX • N MAX SPANS 22.5' 84' p19U5' a� DOUBLE STUDS AT DOOR OPENINGS 3 I`< FASTENING 2SCREW3" ¢SCREIN3" 1 SCRE�IIS4 DIAGONAL WINDBRAC D o�' EACH END EACH END EACH END FOUR PER CORNER po ELTLINE p SILL SPAN&FASTENING o 4 20 GAUGE STEEL B SILLS 1-2x4 CONTINUOUS AROUND PERIMETER BOTTOM TRACK ATTACH (3)3"x.120 NAILS PER CONNECTION Z p a L_1 TO FLOOR W/1/4"x 2 1/2"WASHER HEAD LAG BOLTS Q 2'CENTERS& 18 GAUGE STEEL STUD PLATE a a MAX SPANS DOUBLE BOLTS EACH CORNER 48° & FASTENING 2-#10 x 3/4' EACH EDGE OF DOOR OPENING "-e DOUBLE PT 2X8 SKIDS 13' 6" MAX- TYPE AND LOCATION OF DOORS AND WINDOWS TO VARY NOT.APPROVED FOR HVHZ NOTE FOUR SKIDS UNDER 13'6•WIDE FLOORS ONLY F t) VI Ep E0 TYPICAL DOOR FRAMING: 2I.I W.!�N END WALL FRAMING MAXIMUM DOOR SIZE- M In N.T.S. 108"W X 78"H rjj ro Fp a G W w x� Cg CONTINUOUS BELTLINE& ON o, O= BOTTOM CORD EACH RIB TOP&BOTTOM PLATES TOP LINF ENGINEERING,}LC W NOI 5 Y 3 ATTACH TO RAFTERS WITH R u EN I€Ere N I p W 4-#10 x 3/4"SCREWS EA END THROUGH ROOF PANEL a William E.Neary,111 C W:3 RAFTERS AT 24'MAX (2)#10 x 3/4"SCREWS PER CONNECTION SMP-51,SMI-79,ICC 5195040 o O SPACING&LOCATE BETWEEN STUDS AND PLATES 10649 Oakvlew Pointe Terrace O<D OVER WALL STUDS T L Gotha,Florida 34734 OPTIONAL EAVE 3-MAX�Y• 20 G STEEL STUDS&RAFTERS 24'MAX SPACING SIDING:SEE NOTE#14 ��..... 90" MAX. Base Rail or Top Rail IxNS•BgUII,DEgRSLINC. CONTINUOUS BELTLINE • (912)S 526 T3266 6 tread sere w`Lf per conn. BOTTOM TRACK CONT.FASTEN I�• 11111I1t/// L4G)SCREW Q EA STUD BOTTOM TRACK CONT. Swaged dimple wlij��� G�H•E.V �:i STEEL FRAMING .t 18"dla`I }, .�J84 DETAILS DOUBLE 6" SKIDS *• 2 � 13' 6" MAX 4148�,Q04B: NOTE FOUR UNDER 13'6"WIDE FLOORS ONLY J�• � •'•. �GTHO Z "'FBC 2017 y �ii � �' Q� 12-20-17 6 0f 8 CROSS SECTION DETAIL STEEL STUD DETAIL � N.T.S. N.T.S. ItNONE 2019-11-04 TOP LINE ENGINEERING APPROVAL PLAN#ROBIN GA FBCR2010-17.'NOT HVHZ APPROVED FRAMING FOR PORCH MODELS TRUSS SCHEDULE: 2X4 SYP#1 TRUSS RAFTER$24"O.C. DOUBLE 2x4 S P91 TRUSS w+r I ER AT ENDWALLS �``�e1F;tH `O $STITCH TOGETHER W/3'x 0.120"NAILS 8'OC �P•'••,p`� DOUBLE TRUSS 20 GA.2.5"X 4'TRUSS PLATES :v O CNh AT ENDWALLS ,FIELD TRUSSES 24.OC NOTE:GABLE ORIENT,VION IS SYMBOLIC EACH SIDE OF TRUSS _{r j �• SINCE CABLE CAN BE IN EITHER N DIRECTION. o I '•;1/12720f KINGPOST ON TgU39E9>g9" 12 �� � SINGLE TRUSS OVER WALLS 2'6 �i� �ICI69►,•.�'®�~��` o �v DOUBLE TRUSS PT OVER PORCH �j�'•••• `````c� 1 1/2"X 12"26 GA.GALV.STEEL PLATE III (� c (8).105'x 1.25"NAILS 3 4 a O —2 LIC T 20 G GALV STEEL HAT CHANNEL ROO ING:SEE NO #14 W/(2)2-1/4"x 0.131"HT NAILS PER CONN. 4#1 SYPKD STUDS p a 2-3'x.120"NAILS p O oul OUBLE 2X4 EACH END z o I' SIDING:SEE NOTE#14------ Z 3 0 ® oIL IL a a< 1 1/2'X 12"26 GA.GALV.STEEL PLATE 1X4 PURLIN 1243 x 0 D2�URLIN ROOF FRAMING TO`8)B05 0M OF EASTUD COINNECTION ; N.T.S. 2X4(6)FLOOR JOIST I DOUBLE PT 2X6 SKIDS — —13' 6" MAX. TYPIC�4VOORFRAMING 20 G GALV STEEL HAT CHANNEL I MAX DOOR SIZES y1 W/(2)2-114"x 0.131"HT NAILS PER CONN. DOUBLE PT TRUSS 1Q"'� X 79'H V 1O p AT x.120"GALV NAILS NOTE FOUR SKIDS UNDER 13'e"WIDE FLOORS OALY +�1 N u 1 1/2"x 16"26 G STEEL STRAP AT 8'SPACING a F)ro 9 u TOP OF STUD&TAIL END OF TRUSS N , a p 03 (8)1.25°X.105°NAILS(TYP.) -�''E�ls1l" t�..a„,°,"` C7 N > Wllllam E.NearyfIIIN END WALL FRAMING s _ Z O 2 X 4 PT NAIL TO UNDERSIDE SMP-51,SMI-79,ICC 5185M N.T.S. O=N —• o 3'x12'18 G GALV.PLATES ON ID649 Oak,!MPOIme Terrace No 3 2 OUTSIDE SURFACES OF 4x4 POSTS OF TRUSSES 2-'x.x.120"GALV Gotha,Florida 3473d >O1 u 10.3"xO.120"GALV NAILS EA PLATE NAILS ON 8"SPACING ROOFING:SEE—_ #14� N Jv O 20 G GALV STEEL HAT CHANNEL If1 aa W/(2)2-1/4"x 0.131"HT NAILS PER CONN. zu kp p o s PORCH DETAILS OF &TAIL SD OF STRAP L) aj TOP OF STUD 8 TAIL END OF TRUSS (8)1.25"X.105'NAILS(TYP.) N.T.S. DOUBLE 2X4 SYP PT TOP RIM JOIST OPTIONAL 3"� pp 4 SYP q�77ppPP 1 1/2'x 18'26 G STEEL STRAP OVER 2X4 SYP PT TOP PLATE CONT. NON-STRUCTURAL EAVE R�M JOIST CONT. TOP OF STUD 8 TAIL END OF TRUSS DOUBLE 2x4#1 SV FASTEN W/2-3'x.120 NAILS EACH 6' (8)1.25°X.1D5"NAILS(TYP.) CORNER STUDS 4X4 PT HEADER SUPPORTED BY 2x4 PT JACK STUDS 20 SYP PT TOP �•�•" Cg 4x4 PT POSTS PORCH AREA PLATE CONT. ROBIN BUILDERS INC. 2X4# �Y�SR15MAX 6'SPAN WALL TO CORNER POST 2X4#1 SYP STUDS 552 S.STATE S'F. 24 E S AT EACH 24•MAX SPACING LYONS GA 30436 2-3•x.120"NAIL EA END 912-52b-5266 OU PSaDFS,RCORNER 2X4#1 SYP BOTTOM TYPICAL WIN.FRAMING OF RR PLATE-INTERIOR 2X4 PT RAILINGS WALL ONLY `ter MAX 6"OPENING 1X4 PURLIN DADOED ... INTO STUDS FLOORING:SEE 1X4 PURLIN NOT APPROVED FOR HVHZ / NOTE#16 FRAMING DETAILS SIDING:SEE NOTE#14 2X4#1 SYP BOTTOM PLATE 1 1/2'x 12"26 G STEEL ST �77 3•x.120'NAIL 8'SPACING BOT.OF EACH STUD TO RIM JOIST 1 M. NAILS(TYP.) BOT OF EA STUD TO RIM JOIST 5/4 x 6 PT FLOOR DECKING 112'18 G GALV.PLATES 2X4(6)FLOOR JOIST Rs BC 2017 FASTEN W/8-1 114"x.105"NAILS ON PORCH ONLY ON 2 OUTSIDE SURFACES OF TOP T BOTTOM OF 4x4 L CORNER CROSS SECTION NOT D 7 OF 8 POSTS-10-3'x0.120'GALV NAILS EA PLATESI DE WALL FRAMING NOTED SCALE; 1/4" = 1' 2019-11-04 TOP LINE ENGINEERING APPROVAL PLAN#ROBIN GA FBCR2010-17.***NOT HVHZ APPROVED Y PLYWOOD FLOORING 2x4 BASEPLATE FLOOR JOIST 2x4(6> PT RIM JOIST FLOOR JOIST GENERAL NOTES 21x2'x1/8' ZINC PLATED WASHER a N 3/4' PLYWOOD FLOORING N 1/2'%4' GALV LAG BOLT 1, BUILDING ANCHORS INTO EARTH SHALL BE 2x4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE 0 ANCHORS BY HOME PRIDE OR EQUAL WITH En ANCHOR ATTACHED TO BUILDING MINIMUM EMBEDMENT OF 24' AND WITH 1/2'x4' GALV LAG BOLT 2x4(6) PT RIM JOIST AVERAGE HOLDING POWER OF 4 000N THROUGH WASHER, THEN EYE OF ANCHOR, THEN RIM JOIST 6 2, BUILDING ANCHORS INTO CONCRETE 1/2' INTO END OF FLOOR JOIST 2'x2'xl/B' ZINC- WEDGE ANCHORS WITH MIN 3' EMBEDMENT PLATED WASHER 3, ANCHORING SYSTEM TO GROUND PER LOCAL a GRADE BUILDING CODE, LOCATE ANCHORS PER o•, 1/2'%4• GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN '•+ 4, ANCHORING SYSTEM TO CONCRETE SLAB PER o c PIER SPACING LOCAL BUILDING CODE. LOCATE ANCHORS PER z o 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 = 4' SINGLE HELIX R MIN. WITH 1/2'x4' GALV LAG BOLT CENTER OF END PAD 3 0 EMBEDMENT OF 24'. LOCATE THROUGH WASHER, THEN EYE OF 6, PAD SPACING OTHER THAN END PADS IS 0 a 'a ANCHORS ONLY ALONG LONG ANCHOR, THEN RIM JOIST 4 o. L SIDE OF BUILDING, END ANCHORS CENTER TO CENTER a a WITHIN 2' OF EACH END, THEN INTO END OF FLOOR JOIST 7, BASE OF EACH PAD TO BE 8•x16'x4' SOLID 8' MAX ANCHOR SPACING, CONCRETE GRADE 8, HOLLOW OR BLOCK (CEMENT O ID CONC ETE B M BLOCKS MAY BE DRY-STACKED ON PADS FOR HIGH SETS m L SHED WITH ATTACHED SKIDS 1/2' EYE AUGER ANCHOR WITH UP TO 48' WITHOUT REINFORCING >9, ANCHOR SPACING IS BASED ON ASCE 7-10 O E 4' SINGLE HELIX 2 S MIN. RISK CATEGORY 1 BUILDING EXPOSURE B END VIEW EMBEDMENT OF 24' LOCATE G f m ANCHORS ONLY ALONG LONG 160 M,P,H, (3 SEC GUST) EXPOSURE C N!3. 'o SIDE OF BUILDING. END ANCHORS 2017 FLORIDA BUILDING CODE 6th EDITION ~ W o SCALE- N.T.S. WITHIN 2' OF EACH END, THEN 10, MAXIMUM INTERIOR SIDEWALL HEIGHT OF ' aM M N a e' MAX ANCHOR SPACING. BUILDING IS 8'0' INSIDE WALL HEIGHT a. �a 10 Wo 11. MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE P4 NON a 0 12. MAXIMUM LENGTH OF FLOOR IS 50' LONG N�j NOT APPROVED,FOR HVHZ 13. PIER SPACING REQUIREMENTS SAME AS 5 zN 4 ao� z AUGER ANCHOR SPACING REQUIREMENTS ci .0 J m o• o ANCHOR ATTACHMENT DETAIL 0 SCALE, N.T.S. z O JoJ 0 T ALL`` T N G INTTV LLC O a"U LME i C.)OJ= 2x4 BASEPL (1) 1/2' ZINC PLATED NUT William E.Neary,III 3/4' PLYWOOD (1) 2'x2'xl/8' ZINC PLATED WASHER SMP-51,SMI-79,ICC 5185040 26 GAUGE G-90 GALV 10649 Cakview Pointe Terrace 2x4(6> PT RIM JOIST STEEL L . x IB'L Gotha,Florida 34734 1/2' WEDGE ANCHOR WITH U-SHAPED BRACKET 1/2' x 12' EYEBOLT 3' MIN EMBEDMENT INTO ATTACHED TO EACH SOLID CONCRETE SLAB STUD 4 FASTENED W/ EYE BOLT ATTACHED TO ANCHOR WITH 6H2�4GPT2HOTTOM PPLATE RING SHANK GALV NAILS �J,S�!R�s'}INC. (1) 1/2'x2' ZP BOLT, (2) 2'x2'xl/8' 7$J� 07$8 ZP WASHER, CI) 1/2' ZP NUT SPACING OF ANCHORS T0� T •n•r w�. BE MAX 3' ALONG ALL x4 BASEPLATE i., si,•;�,'!S:"'t'N•: A-24 SIMPSON (or EQUAL) FOUR WALLS WITH 1 MIN 4' ;4:!3 '? tt;!( 8700 UPLIFT WITH 1/2' WEDGE ANCHOR WITHIN 1' OF ,111111111!!! 1 � ANCHOR MIN 3' EMBEDMENT. EACH CORNER, 2'x4'P.T. BASE ,LOCATE ANCHORS ANCHORS ONLY ALONG �� �,•'. O �i� CONCRETE SLAB BY LONG SIDE OF BUILDING, END T •i�Y„�;•.I: ONCRETE SLAB BY �yl{�••.•• OTHERS LOCAL CODE ANCHORS WITHIN 2' OF EACH MIN 4' OTHERS LOCAL CODE AND JURISDICTION END, THEN 3' MAX SPACING .J_. "%''<'' :i. AND JURISDICTION *:/• Na894�Y ••::*� TIE DOWN DETAILS APPLY APPLY 4/4E/2 Of 8 SHED WITH ATTACHED SKIDS SHED WITH❑UT FLOOR = `,• MIMOF "'jIE DOWN ANCHORED TO CONCRETE ANCHORED TO CONCRETE END VIEW END VIEW 11' +; �` ^� �'2 20 17 a o� e Ooo AS NOTED SCALD N.T.S. SCALE- N.T.S. 2019-11-04 TOP LINE ENGINEERING APPROVAL PLAN#ROBIN GA FBCR2010-17.'NOT HVHZ APPROVED