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RC-15-1800 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-239371 Permit Number: RC-7-15-1800 Scheduled Inspection Date: September 09, 2015 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Final Owner: MC CONVILLE,AIDAN Work Classification: Shed Job Address:10690 NE 11 Court Miami Shores, FL Phone Number Parcel Number 1122320280510 Project: <NONE> Contractor: HOME OWNER Building Department Comments REMOVE EXISTING GAZEBO AND INSTALL NEW Infractio Passed Comments GARDEN INSPECTOR COMMENTS False R EN SHED. Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 08,2015 For Inspections please call: (305)762-4949 Page 11 of 44 Miami Shores Village 10050 N.E.2nd Avenue NET, Miami Shores,FL 33138-0000 Phone: (305)795-2204 j-� y Expiration: 1342 016 11 I=.W 9 -x- Project Address Parcel Number Applicant 10690 NE 11 Court 1122320280510 AIDAN MC CONVILLE Miami Shores, FL Block: Lot: Owner Information Address Phone Cell AIDAN MC CONVILLE 10690 NE 11 Court MIAMI SHORES FL 33138-2123 Contractor(s) Phone Cell Phone Valuation: $ 3,500.00 HOME OWNER _._. .. ___ ....... .. _ Total Sq Feet: 140 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Slab Date Denied: Final Type of Construction:REMOVE EXISTING GAZEBO AND Occupancy:Single Family Review Building Stories: Exterior: Review Building Front Setback: Rear Setback: Review Planning Left Setback: Right Setback: Review Planning Bedrooms: Bathrooms: Review Structural Plans Submitted:Yes Certificate Status: Certificate Date: Additional Info: Bond Retum: Classification:Residential Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 DBPR Fee Invoice# RC-7-15-58387 $2.00 08/17/2015 Credit Card $204.40 $0.00 DCA Fee $2.00 Education Surcharge $0.80 Permit Fee $105.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $204.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. August 17, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy August 17,2015 1 Miami Shores Village J t JUL Building Department By: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 ^Tj k INSPECTION LINE PHONE NUMBER:(305)762-4949 v FBC 20 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: o6i?n C.00z:l- City: Miami Shores County: Miami Dade Zip: 3zizt? Folio/Parcel#: Is the Building Historically Designated:Yes NO-_ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):�+� MCCOUV U-E Phone#: 0 Address: 1®6 9® vac---- City: tomCity: W,p1 l 944 State: - Zip Tenant/Lessee Name: Phone#: Email: �i CONTRACTOR:Company Name: [/tomee . Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: C � Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 06W416 ���� `*4--o y Specify color of color thru tile: Submittal Fee$_ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) )�,Pr i Bonding Company's Address City StateZip Mortgage Lender's Name(if applicable) ) J to Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature /,-� ��- Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day ofyy 20 , by day of ,20 ,by tN�bAN VA1__C 6mkA t-k,who is personally known to ,who is personally known to me or who has produced'`-- -DaA� 1+-�� � s me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: Notary public State of Florida Seal: a `; Sindia Alvarez • a My Commission FF 156750 �Ao@° Expires 0910312018 **�k***�k&�k*�k�**�kM*�k+k�leffi tleffi*�k*+k�k�kakak�k�kakak�k�k�k�k�k�ksksk*i�k�k�k*�k*�k�kiksk�k�k�kak�k�k&**�k***�k�k*�k�k**�k�k*�k�k�k+kak�k�k�k*�k�k�Kffi*�kffi�k�K�k** APPROVED BY Plans Examiner P / Zoning ® Structural Review Clerk (Revised02/24/2014) �5►�,° Miami Shores Village Building Department 10050 N.E.2nd Avenue 4 � Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: DATE: ADDRESS:I��CJ ISE Q 7f Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial- 0*5!, C"-• , w 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 110_1 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial_ 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial-40- 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htto://www.mvforidalicense.com/dbnr/aro/cilb/index.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of �� 20 l MQc.0N VAUk sywho was personally known to me or who has Produced there License or "l �'�- ��9�_as identification. P Notary Public State of Florida OWNER TARY `�` �: Sindia Alvarez e My commission FF 158750 S 09103/208 Jp�o�� Expire Shit 2 of 2(kft. of Survey), See Sheet 1 of 2 for Legal Descrigon,Mobs,Properly and other Survey related data.SURVEY IS NOT COMPLETE WITHOUT BOTH SHEETS. 9 5CALE:1°=30' 107th N.E. — _ ASP�Y 60'R01AF-WAY R=25.00' FIR 3/8° , CA=96°15'01° 02°524'7° _ NO I.D. L=42.00'(P) $g.05.401. =1 bl' CH=37.23'(P*M) FlP1/2° o'—` =103.221P1,Ct1= i NO I.D. ,a� Lo I CONC. 4i 28.65' .DRILL CONC "i Z DRIVEWAY HOLE Fra�Q34rL I n�UG 3.50 27.10 ONE STORY RE51DENCE#10690o IV �0 LOT 23 26.90 1.6d a BLOCK 3 4.75' � �o — I i {oQff w b I.60'n = cv `V B 3in I i 3 Kr 67 I LU -� - Qu - © O C.0 .05' 12.60' 25.02' z og o o z I CONC. CD 2 g P I 44.00 25.02' /•/,/ N N UP uiN MR 315. 25.Od J FlP I/2° a 130.00(P) 130.05(M) v. NO I.D. NO I.D. o N89°58'1 IV LOT 22 BLOCK 3 • • • 6666 6666•• 6666•• 66 6 6666•• • 6666•• • • • 6666•• 6 • • • 6666 •66• 60660 •666•• •66• •6666 PLEASENOTE • • .6 •• 6.66 ....•• SUBJECTPROPERTYX SERVICED BYPUBUC MUMS. •6 6 6 6• • •6 Adverse Condl m-Please Medie kfo t, • • • • ••6••• Beamhgs shovm are mshm ed and calarled perfouad mcm nentaton-no phdled beamhgs were found. 6••••• Fence mm North 8 South Properly @res. i ••• ' i••••i Laritedh Surveying oters se AM throughout the State of ftda Please refer to ourwebste at Invoice Number:01.56618 wwwlandtW&neycom for up to data 6rfom adm abadour loatims and coverage area. Drawn By:C.Ferrara This survey has been Issued by the Mo6g Lmdtach SurveyUg offs: 1500 N.W.62nd Street,Suite 511 Date of Fleld work:01/2112011 L..AN D'T's G H Fort Lauderdale,Florida 33309 Revision: S u Ry E Y I N G Provicrmg Fast do Accurote Lond Survey-mg Services throughout Florido Office:(954)776-6766 Fax:(954)776-4660 Revfson: mmwa6ly better., wwww.LandtechSurvey.com Mon: i ` C Q � Q P � to z • sees •00900 ��� �C • • •• • • •e••e •• • sees•• 000 9:9 ...... .... ..... •e•eo• • • •eee• • • • •9000• • x x Sheet2 of 2(,tet of Survey) See Sheet 1 of 2 far Leal Des*cn,Cerftons,Properly and other Survey related data.SURVEY IS NOT COMPLETE WITHOUT BOTH SHEETS. 5CALE:1°=30' 107th gTREE� _ N.E. — �� ASP�Y T — 60'RIGHT-0P-WAY R=25.00' FIR 318° CA=9G°15'01° 02°52'47° _ No I.D. L=42.00'(P) i$X05.A.G8'cn i bs t(( s—= Ct1=37.23'(P#M) FIP 1/2° o NO I.D. , 6 CONC. 28.65' z� $ CONC. � PAVERS _ _' DRIVEWAY F.DRLL HOLE o I 3.50' r oz 27.10 3 a U ONE STORY b Z b q o I ad ^ RE5IDENCE#10690 �_ m t r y LOT 23 26.90' �' a AEtom^ i BLOCK 3 k2 a 4.75" In o a — H I Q I - LLj 4 6 12.60' 25.02' z m o f g o 0 CONC. `9 2 44.00 0 I.T �• 25.02 C■ I AHC �,i° g V •'�/• CV I (V MP 1/2° �' r 130.00'(P) 130.05'(M) MR3/8° 25.00 v NO I.D. NO I.D. •D' � N89°58 I I°W LOT 22 i I 0000 BLOCK • • 0000• _7 049 • 0000•• • �� ��� 0000•• •• 000• 0 • • 0000•• • • • •0000• 0000 • • • • • • 0000•• 0000 • 00.00 • 0000•• ••• • 0000• • • • • as •• to 0000•• • •••••• • • PLEASE NOTE, • • •0.00•• •096:9 0 SUBJECT PROPERTY IS SERWCED BYPUBLIC UTILMES. ; .00 • ;.•.•; Adv m Condfgm -Pfeese no ft(dewing: • • • Beadags shown are ash and caladalad pertwx!mawwdallon•no platted bW*wee found. •• Fame am Nod&SmdhPmpedyEnos. Lardeeh Surveying offers sWm s throughout the State of Flodda Please refer to ourwebsile at bmice Number:01.56678 wwwlzdtech5l rvey com for up to data Udommlion about our lomllons and mvemge anm. Drawn By:C.Ferrara ow This survey has been issued 4 t o following Land d Surveying once: 1500 N.W.62nd Street,Suite 511 Dole o1Field Wo*'0101011 L,AH D'T iecH Fort Lauderdale,Florida 33309 Redsion: S U R V E Y I N G Office:(954)776-6766 Fax:(954)7764660 Revision: Providing Fast &Accurate Land Surveying Services throughout Florida ... www.LandtechSurvey.com Revision: measurably better: e s, p 7*4 OL At ,lb _» t tj 4 .#"* s 4 ot w x '4F 1 AL i 'Ap mo r fk w +, n 4 ,. '4 ; 9 z x � AO, t 44 m� n. o, •�� 155 I , q . w ti11 "� , lk . Ik- y a a k. c s " o A m a urn#3�►�' e 's "� �. � ' k t _ "w So - ' : n 1 r _C �+ ' + S (7,d d T 73 74 ? 6 a 75 77 78 79 x w w , 4 j F � -v� Y s �1 g FLA MW11111111111101&Aft ROOM Bu ne XJ? 16 ODA Proessi I T 1 � RegulationAWA OFA48?I"Am SK4"AdS KOLU►scM.Sfcreis'ry ! SCA January 28,2014 Robert Moore Lark Builders,Inc. P.O.Drawer 629 Vidalia,GA 30475 RE:Manufacturer Certification,ID MFT-114;Expiration Date:October 21,2016 Dear Robert Moore It is my pleasure to inform you that Lark Builders,Inc.,located at 409 DIXON STREET,P O DRAWER 629,VIDALIA,GA 30475,has been approved under the Manufactured Buildings Program, as provided for under Chapter 553,Part I, Florida Statutes,to manufacture Factory Built Schools, .••• Storage Sheds,Manufactured Buildings for Installation in Florida. • • •••• •••••• Construction or modification on a manufactured building cannot begin until the Third Party Agenc?,.' ; ••• • •• has approved the pians in accordance with the current Florida Building Code. Your Third Party '•; ••••:• Agency is a contractor for the Department and has statutory authority and responsibilities that • . • must be met to maintain approved status.You may expect and demand quality pians review and gooses • •••••• Inspections. '••••� :••••• ••••• Each Code change will make your plans obsolete until they have been reviewed,approved and '• •' '•'• ••••• Indicated on the cover of the plans]for compliance with the Code by your Third Party Agency •• " "'••• nd p ' [ page • review.Please ensure that our plans are in compliance and are properly posted on our •••••• ' • for plants Y website.Ali site-related installation issues are subject to the local authority having jurisdiction. • • • • •••••• • • • • ' The Department's contractor will make unannounced monitoring visits at least once each year. You •• • must grant complete access to your manufacturing facility and records to remain in compliance with the rules and regulations of this program. Your certification is approved far three years from this date.You will receive a renewal notice by Email generated by the BCIS(www ftoridabuildino ora)for online renewal.If you have questions you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. Please visit our website at www floridabulldfia ora to see valuable Information on the Florida Manufactured Buildings Program.A copy of this letter must accompany applications for local building permits. Sincerely, Robert Lorenzo Manufactured Buildings Program cc:Professional Service Industries li PSI APPROVAL 2014-04-01 165D/175C - Metal Lapsider Box Eave Shed Master Plan p T �ramps� f GENERAL NOTE5: DE51GN PARAMETER5: (IIP-GABLE ROOF) Lark Bu I d e rs (WIND 17E51GN PIR 7-71b.SEISMIC DESIGN PER RISC 341-051 I. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE 4 2010 FLORIDA BUILDING CODE.WIND 409 Dixon Street 1. WIND VELOCITY: 1 G!ip"(P.xp.D)/ 175mph IExp.C) LOADING DESIGNED IN ACCORDANCE WITH THE A5CE-7-1 O. 2. WIND IMPORTANCE FACTOR: 1.0 2. ABOVE CODE MATERIALSD ALLOTOTHERAPAPPLICABLE LOCAL CODES AT I.BE IN ACCORDANCE WITHTHIE Vidalia, GA 30474 4. IINT..DPREs55URE COEFFICIENT: 0.18 tm�)/C(175mph) per:XoBu kiaI TIME OP MANUFACTURE. 5. ENCLOSURE CLASSIFICATION: ENCLOSED 9u'%) 3. WRITTEN DIMENSIONS SHALT.TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING.- DIMENSION. LADDING:DIMENSION. -ROOF LOAD(ZONE/U: +27.4/-56.0 r5F C E REVIEW 4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWtfN LIMITS SHOWN Sheet Index -ROOF LOAD(ZONE N2): +27.4/-78.9 P5F Pr sionaf Service Industf, --- BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. -ROOF LOAD(ZONE/3): +27.4/-124.6 P5F 17 3rd Street ➢!�` - --- - 5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: S1.0 Cover-General&Design Notes -WALL LOAD VONE 04): +59.51-65.2 PSP or do,Florida 32839 - -WALL LOAD(ZONE 05): +60.6/-76.6 P5F FLOOR JOISTS- 2x4 5.Y.P./2-(12-15%MOISTURE CONTENT) S1.1 Electrical&General Floor Plan -WALL LOAD{ZONE N44/5): +60.W-70.9 PSP Pla eviewer:William E. Neary. ZONII'4G b ,- i 2x6 S.Y.P.#2-(12.1596 MOISTURE CONTENT) ICC S1.2 Skids&Floor Framing Plan (Pressures for 165D exceed those for 175C) 5185040 2x8 5.Y.P.N2-(12-15%MOISTURE CONTENT) 7. FLOOR DESIGN LIVE LOAD: 125 P5F LA 00406 BLDG DEPT I G. ALL OF THE FOLLOWING LUMBER SHALL BE PRE55URC TREATED: 51.3 Skid and Floor Framing Details 8. FLOOR DE51GN DEAD LOAD: 12 PSP FL 1-79,SMP-51 SKIDS,FLOOR JOISTS AND 314•T4G FLOOR SHEATHING9. ROOF DESIGN LIVE LOAD: 20 PSF 7. TRU55 DESIGNED TO SUPPORT D.L.+L.L.a30 P.S.F. 31.4 Roof Framing$Schedule 10. ROOF DESIGN DEAD LOAD. SELF WEIGHT SUBJECT TO COMM IANC-F WITH Al L FFI)i I?AI 8. HANDICAP ACCE55 TO BUILDING 15 FIELD INSTALLED BY OTHERS AND S1.5 Typical Frame Section Details 11. WALL DE51GN LOAD: 8 P5F STATE SUBJECT TO LOCAL JURISDICTION APPROVAL. S1.6 End Wali Frame Options 12. COMBINATION LOADS: AS PER A5CE 7-10 AND COUNTY RULES AND RFC,t li A I Ir)nl� 9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32.000 F51 MINIMUM p 13. SEISMIC USE GROUP: B YIELD STRENGTH. 14. BUILDING CATEGORY: I S Fes"tr 10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED,SEE FBC GENERAL NOTES CONTINUED: 15. BUILDING OCCUPANCY: STORAGE-NON HABITABLE 1507.2 FOR SHINGLE REQUIREMENTS.ROOF SLOPE FOR METAL 16. CONSTRUCTION TYPE: V B ROOFS SHALL MEET MANUFACTURERS RECOMMENDATIONS.ATHEW 17. ALLOWABLE FLOORS: 1 , /� &U 11. ROOF RAFTERS SHALL"AVE Tt1E SAME SPACING AS THE WALL 22, DOOR SHALL BE 2 I!4'x f I/16'ALUMINUM EXTRUDED 18. EXTERIOR WALL FIRE RATING: O STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. FRAME WITH AN ALUMINUM PANEL IN5ERT.ALUMINUM TRIM. •19. DESIGN OVERHANG: 8 INCH 12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE DOOR ATTACHED TO VERTICAL 2x4. 20. DESIGN MEETS INTERNATIONAL.BUILDING CODE 2009 4 f L.OKIDA ease UNDERIAYMENT APPLICATION IN ACCORDANCE WITH SECTION 23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, . • 1507.2.8 OF THE F.B.C.2010 GARAGE DOORS.CO x 72"ALUMINUM DOOR.32" AND BUILDING CODE RI O •• •••• *so::* 21. 7HE GONTRACTORIMANUFACTURER MUST COMPLY WITH THE 13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE 48'SINGLE DOORS.AND PRE HUNG STEEL DOORS.TYPE, FOLLOWING CODES: •• • 0::809••• SIZE.QUANTITY,AND LOCATION MAY VARY. •••••• •• ease:* LOCAL CODES AND THIS l3 NOT A FOUNDATION DESIGN. -20 I O FLORIDA BUILDING CODE • 14. BUILDING 15 CLASSIFIED AS TYPE'S' (STOWAGE) 24. PREMANUPACTURED DOORS TI IAT MEET APPLICABLE CODES .201 O FLORIDA MECHANICAL.CODE •••••• • :ease: 15. ALUMINUM WINDOWS-TYPE.SIZE.QUANTITY,AND LOCATION MAY MAY BE USED INSTEAD OF DOORS L15TFD ABOVE -2010 FLORIDA PLUMBING CODE •••• • . i VARY. 25. MAXIMUM WALL HEIGHT TO BE 8'-O' -20 12 ACCESSIBILITY CODE ••..•• :••••• ••••• 26. ALL BRAND MATERIALS SPECIFIED MAY BE 5UB5TIrUTt0 -2012 FLORIDAFLO I A ACCE SIBILITY CODE • • 16. ALL FASTENERS INTO P.T.WOOD SHALL BE HOT DIPPED GALVANIZED *00000 ••• • ••••• FASTENERS. FOR EQUIVALENT OR GREATER PRODUCT. THESE BUILDINGS ARE FU(EAAPr FROM THE THE 201 O FBC ENERGY • • 27. ALL BUILDINGS(EXCEPT THOSE IN USE AS AN ACCF55ORY see*** •• •••••• 17. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN CODE IN ACCORDANCE WITH 1 O 1.5.2 � ORDER FOR THESE DESIGN DRAWING5 TO ACCURATELY REFLECT BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER �� ...•.. • • FIELD PERFORMANCE CONDITIONS. 400sq.ft,)MUST HAVE ATLEA5T(1)32'x80'(MIN.)DOOR. • • • • SITE INSTALLED ITEMS: • . . . ....•. 18. THESE STRUCTURES SHALL NOT BE U5ED FOR COMBUSTIBLE OR 28. ROOF FRAMING AND WALL FRAMING TO BE 4W METAL •••••• ETE F NDATION SUPPORT AND TIE-DOWN SYSTEM. a• . :Goes: HAZARDOUS MATERIAL. STUDS SPACED AT A MAXIMUM OF 24.O.G. 2, RAMPS.STAIRS AND GENERAL ACCESS TO THE BUILDING. ease 20. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED 3. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE 0000 • 'i • ALUMINUM,MASA ALUMINUM.4•LAP ALUMINUM,5!8•P.T.T i-I 1 BUILDING. oslao//3 • SIDING.VINYL 51DING WITH ENERGY BRACE BACKER.HAM BOARD, 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C.2010 1503 AND STEEL SIDING AND"PLEKO'STUCCO ON 518'DENSE GLA55_CO_LD 8318.6 AND POLYCARBONATE GREENHOUSE PAN" NOTE:THlS LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK 2 1. ALL DOORS SHALL ABLE TO BE OPENED FROM TI IC LGKI:SS SIDE AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE - '""- &I WITHOUT THE USE OPr A KEY. AND ALL 51TE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. VT& These Plans Were Designed 1n Single Wide Metal Master Plan DedgmW By: Project No. sheet Number: k 13EN224- Hane Associates Inc. Accordance with the 201 O Florida O.R.H. �MI65D/1750 Y � Lark Builders _ Engineering 8c Construction Planning Building Code for a Wind Speed of 409 Dixon Street S1 .0 C1:eckeA Ry: Rale: -�- Gym h Ex D and 175m Ex C t of 7 �IUL y 7 215 P P• Ph P• Vidalia GA 30474 C.L.A. osRo/13 BY. i PSI APPROVAL 2014-04-01 Approval'Slamps: _ 1. WHEN AIR ING Is INS - IS ,IT SHALL BE THE IBILTTY OPt1 i CONT D EIECTRI OR TO RE AND B SIZES FCNZ AC LIN IT(5 ALL WI BE IN 0 WITH THE NA ELECTRIC C TEST EDITI 2. FL CONDl11T T FIXTURE 5 ; 3. CIRCUIT IS VE CONTI SOLID IN5ULATEDI ROUND IM NECTED T ' PMEN BAR IN THE MAIN WINDOW HEIGHT,LOCATION 32'MIN,Ga MAX.WIDTH 0N3 PANEL. AND QUANTITY MAY VARY 24' BY 9-1Y HEIGHT DOOR, 4. E GROUND N M RIBMION PAN . BE AND ARE OPTIONAL. A 5'MAX. L ,MAX. L LOCATION MAY VARY. NOEL)TO 10' PPER CLAD ,r EN ROD GROU CLAM OVED FOR . 5. ALL CON RMI OF I" ARE T�iT4NATIONAL TIC _ ''—'' ,c� Infornutdon BUSH, G. IS TO- CORD r' 3Y'METAL 5TUD5Build ELECT (NEC) AFETY C A 10 1),LATEST SPACED AT 24' EDIO.C.MAX. CODE REVIEW 7. HV IPAAENT L BE P z WITH READ `�ILY IBI E c4 •. P.T.3/4"T46---\, Professional Service Industrie NECIS ENT TO "Q(11PhAENT .A UNIT SWITCH \ FLOOR SHEATHING THA Yrrr THAT 15 P THE HV $ SEE VARIOUS ENDSEE VARIOUS END WALL 1748 8 33rd Street EQ(1 SHALL fr A5 NEGT.... S WALL FRAMING Orlando, Florida 32838 Q FRAMING SECTIONS FOR O RP OTTI . NECt, ANS - ROVIDED BY (p SECTIONS FOR WALL Flan R ewer:William E•Neary,111 R. AND WINDOW FRAMING.CI WALL AND DOOR FRAMING. ICC# 85040 8. RICK TO ZING RICAL THE I NGa LA#LI 406 RATING MAIN R ESIGN VERIFIED AS FL SM -F9,SMP-51 BEIN Th O-9 C BY E1 E 7ANT. ` \ 9. THE MAIN R1CAL _. ,FE R TO BUILDING (lNCLUD LD - CT -R ' , ' CES,PANE --� GR G BY ,5ITE IN5T ' C7 AL. 10. ALL YA 5 AND S TO WG D OPTIONAL ELECTRIC TO- W 32"MIN.,6CY MAx.WIDTH •••• • • WI OR C QUI ETF THE NFPA EACH UNIT FIELD BY G'-8'HEIGHT DOOR, • • •••• •••••• 70, 7 CODE. CONNECTED FROM LOCATION MAY VARY. i ••• i ••• • •• I I. ALL ELECTRICAL S 5H PCI RDANCE WITH EXISTING POWER •••••• ••i ••••i• ARTICLE 1210.8(N(2)NEC- SOURCE TO UNIT • 50'-0'MAXIMUM BUILDING LENGTH •••••• EKe ...... .... . ..... (3 u Recea 120 NOTES: '.00 •ALL ELECTRICAL EQUIPMENT SHOWN SWRONAL AND LOCATIONS MAY VARY. -- ----- •• •• •• •••••• �O} nc scen ht w/ -BOw Bulb '"uKk ('i loci--4" L •••••• • Typical Floor Plan :...:. "•"' JW'(<, �n BOX,'-- SCALE: 1/4'=1'•O" 05::0 ; •••••i •• :•. �••••� S ER SWI tc /Reo4racle Outlet 120v 10 _ These Plans Were Designed In Single Wide Metal Master Plan De:►goaBy:; 104224 Sheet Number: HaneY Associates, Inc. Accordance with the 2010 Florida Lark Builders °RH ',M165Dr175C Engineering&Construction Planning Bulldln Code for a Wind 5 eed of SIA P.a3ftIMSkM04s.G:nu•P erw."4446.7609 9 p 409 Dixon Street Checked By:; Date: 165mph Ex .D and 175mph Ex C C.L,A. 0512W13 f P - p t'• Vidalia, GA 30474 PSI APPROVAL 2014-04-01 !_ _Approval Stamps__ SKID LAYOUT AND FLOOR FRAMING SCHEDULE SEE SCHEDULE FOP,JOIST SIZE -- 125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid) Width Joist SizeUpacing A B Width Joist SizeUpacing A B •A• °B° 6'-0" 2x4's @ 16"O.C., Max. 15" 42" 6'-0° 2x4's® 16"O.C., Max. 12" 24" 8'-0" 2x6's @ 16"O.C., Max. 18" 60" 8'-0" 2x8's @ 16"O.C., Max. 16" 32" 10'-0" 2x6's® 16"O.C., Max. 24" 72" 10'-0" 24's @ 16"O.C., Max. 20" 40" SEE 5CIIEDULE FOR J015T SIZE 11'-0" 2x6's @ 16"O.C.,Max. 24" 84" 1110 2x619 @ 16"O.C., Max. 22" 1 44• 11'-8" 24%@ 16"O.C.,Max. 28" 84" 11'-8" 2x6's @! 16"O.C., Max. 24" 46" ,x.j lnfurnultum 13'-0" 2x8's @ 16"O.C.,Max. 36' 84" 13'-00 2xVs @ 16"O.C.,Max. 26" 52" "A' 'B° °B• •A• fp: ,aa .Tr,Builaf 4n a�.�.a.makimro.tb 11 13'-8" 2x8's @ 16"O.C.,Max. 40" 84" 13'-8" 2x8's @ 16"O.C., Max. 28" 56" CODE REVIEW NOTES: •FASTENERS WILL MEET THE MINIMUM MCKAREMENT5 FOR ALL 5TRUCTURAL COMPONENTS AS 5ET FORTH Professional Service Industrie UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLE55 OTHERWISE SPECIFIED. 1748 33rd Street •ALL 5KI05 ARE P.T.-4x6 5.Y.P.#2 OR(2)-P.T.-2x6 S.Y.P.02 Orlando,Florida 32839 •6'-O'WIDE UNITS MAY USE 2x4 5.fF#3 JOISTS Plan R !ewer:William E. Neary,III •ALL JOISTS ARE TO BE P.T.-S.Y.P. 12 ICC#5185040 P.T.SIDE RAIL TO MATCH —F T- 51DE RAIL TO MATCH LA#U 406 J015T SIZE,Sift FRAMING 3015T SIZE,SEE FRAMING FL SM 9,SMP-51 SCHEDULE FOR SIZES. 5CHEDULE FOR SIZES. 4 ap 0000 SEE SCHEDULE FOR J015T SIZE - • • •..• ..•.•. SEE SCHEDULE FOR J015T SIZE •••" i ••• • •" - 0000•• •• 0000•• • 142 •••••• • • • 0000•• 0000 • • • • • • 0000•• 0000 0 0000• •••••• ••• . 0000• Q _�._ •• •• •• 0000•• FMEU= Q " .1. 1 1 IY ___..� _ — 0000•• • • • • • • • • • • 000000 3 .T.-4x6 S.Y.P.#2 or :09966 4-O'or 6-0' 3 F.T.-4x6 5.Y.P. #2 or i •"• i••••i (2)-P.T.-2x6 S.Y.P.N2 51005 4 O'or 6 0' Optional Porch (2)-P.T.-2x6 S.Y.P.62 SKIDS Optional Porch OSJ�Jl3 •• • • • • • 50'-O'MAXIMUM BUILDING LENGTH 50'-0'MAXIMUM BUILDING LENGTH 01 Typical 2 Skid Floor Framing Plan Typical 3 Skid Floor Framing Plan SCALE: 1/4'=1'-d" SCALE: 1/4'-V-O" ol These PIan5 Were Designed in Single Wide Metal Master Plan Designed By:' Project No. Sheet Number: Han e AssociatesInc. Accordance with the 2010 Florida O.R.H. 65D/175 y � Lark Builders ;Mi6sD/nsc Engineering&Construction Planning Building Code for a Wind Speed of 409 Dixon StreetS 1 ■2 P.o.twxH0.st■tuu�.aCxnes.Pbau:b btr~t Chmitedny: Date: 165mph Exp.D and 175mph Exp.0 Vidalia, GA 30474 CL.A. 05/20/13 __ . — -- -- PSI APPROVAL 2014-04-01 p rovaCStarnps: 4V2*-20ga. METAL WALL 5TUO.5 SEE PLAN VIEW FOR SPACING SEE FRAMING SCHEDULE 5KID5 MAY BE P.T.-4x6 5.Y.P. FOR JOIST 51ZE +#2 OR(2}P.T.-2x6 S.Y.P.�#2 I 1 mss'-271METAL 50LE PLATE, I i CONTINOUS W7 5/1 G',4'LAGS ATTACH EACH 5TUU 10 SOLE j j AT 16'O.C.,Max. PLATE WITH(2)010 5Mr I T. -N4"T46 FLOOR DRILLING GRABBER 5CKtW5 ( 1 SHEATHING (1)INTO EACH FLANGE. 5ENC0 K28(OR EQUAL) TCH SKIDS IY2 x I& NAiL5 AT 12'O.C.,KOW5 FOR EACH FLOOR J015T 5HALL BE 1.5'FROM EDGE:, r ---------LEND STAGGER ROWS G'FOR(2}P.T.S.Y.P.-2x6'9 5KID5, ) x BLOCKING B ,�• Information START PATTERN WITHIN 6' SKIDS,FASTEN ' S .TclB 4ild On OF EACH END OF SKID 2x4 BLOCKING BETWEEN `----- J0t5T W/(3�-0.120'x3_ I •TM� SKIDS.FASI EN W/ NAILS AT I?'O.C.EACt11 I I (2)-0.12('x3'NAIL5 AT SIDE,STAGGERED. CODE REVIEW 12.O.C.,STAGGERED. Professional Service Industrie 1 U FIOFR i TN. 2 E t5 FRAMIN 174$33rd Street Orlando, Florida 32839 Plan Reviewer William E. Neary.It ICC# 5 85040 LA# 406 FIL SN 179,SMP-51 5KID5 MAY BE P.T.-4x6 5.Y.P. #2 OR(2)-P.T.-2x6 S.Y.P.#2 • • 2'LAP SPLICE FASTENED • • ••••• •••••• W/%)-5/16'WLAGS ••• i ••• • •• P.T.-4x6 5.Y.P. (OUTER FACE),(3)-5/16'x4' • • • #2 SKI LAGS ONNER FACE), (9)LAG ••• •• •• ..•... ATTACH JOIST TO 5KID WITH SCREWS TOTAL. •••••• • • • 511 G'x4'LAG SCREW OR(2) :.. •••• • ••••• SfWJ'SON H-3(OR EQUAL)AT . . EACH END OF JOIST.SEE •• 3'x6'SPLICE PLATE ON 3 of •• •• •••• ••••• FRAMING 5CHFAULE FOR 5#ZE. 4 51DE5 OF JOINT,FASTEN — — •• •• •• •••• • (2-P} T.-2x6 EACH PLATE W/(5)-5ENCO •••.•. • • NOTE:ATTACH END JOISTS TO SKID WITH(2)•5/16x4' S.Y.P.r#2 5KID5 K28(OR tQUAIJ NAILS ' ' ' • • • • • •••••• •••••• ISA SCREWS(OR(4)- EACH 51DF.O.13 I x4'GUN NAILS) AND � ••• • �••�• 5IMF`SON H-3(OR EQUAL)AT EACH END OF 3050T. OSla*113 •• • •• �•� • • TYPICAL SKID TO VZ *E' ��T10NMAIL 4 it i- ASKID ICINt�DETAIL t'4r • These Plans Were Designed In Single Wide Metal Master Plan Dwgwd By 3i�2 40. Sheet NurnRr. HaneyAssociates. Inc. Accordance Wlth the 201 C Florida O.R.H. S1 . Lark BuildersMtbsaisc Engineering&Construction Planning Building Code for a Wmd*5peed of 409 Dixon Street P.O.Uot liS,Sts RIfk,S C.19N2-PMme�1j1�7fM 3 Checked Sy: Date: 165m Ex D and 1751Ti h Ex C CL.A. 1.105/20/13 i'1i p• p p• Vidalia, GA 30474 PSI APPROVAL 2014-0401 Approva�StAmps:' _ ROOF FRAMING SCHEDULE 5CHEnULE AND ROOF FRAMING NOTES: - Wall Framing at 241• O.c., Max. •ROOF FRAMING SHALL BE SPACED TO UNE UP DIRECTLY OVER THE WALL 5TUD5 FOR PROPER LOAD TRANSFER AND STRAPPING. •ROOF DRAINAGE SHALL COMPLY WITH F.B.C.2010 1503 AND R318.G Width Rafter and Brace Size and Spacing: •FASTENERS WILL MEET THE MINIMUM RrQUIREMENT5 FOR ALL STRUCTURAL COMPONENTS A5 5ET FORTH UNDER PBG 2304.9.1 AND TABLE 2304.9.1 UNLM OTHERWISE SPECIFIED. •RIDGE MAY RUN IN THE SHORT DIRECTION'rURNAROUND'OR"VAULTED'5TYLE WITH A MAXIMUM GABLE END Of 30.0°AND SIDE V-0" ASIS SSMA S 350S162-54 C@ 24"O.C. Max. WALLS THAT VARY G'-V TO 13'-8"OR THE LONG DIRECTION STANDARD'WITH GABLE ENDS THAT VARY 0-0"TO 13'-8'WITH A ASIS SSMA S 360S162-54 @ 24"O.C. Max. MAXIMUM SIDE WALL LENGTH OF 50'-O'. •ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDER 10-I Gx 1 TEKS PANI IEAD SCREWS WITH#3 DRILL POINT ASIS SSMA S 350S162-54 @ 24"O.C. Max. AT G'O.C. 11=0" ASIS SSMA–S 350S162-54 @ 24'O.C. Max. 11'-8" ASIS SSMA,_S 350S162-54 @ 24"O.C.Max. — 13'-0" _ ASIS SSMA S 350S162-54 @ 24"O.C. Max. 412fta /nfv►mutiun. 131-8" ASIS SSMA S 350S162-54 (off 24"O.C. Max. ..or,,...w.t c« Build CODE REVIEW Professional Service Industries 9748 33rd Street Orlando,Florida 32839 Plan Reviewer:William E, NeaEy,III _-- —' ICC#51 040 LA#U00 6 FL SMI- SMP-61 Standard RWgab maws .••••- i 20ga. METAL RAFTERS AND ••• i ••• • • - BRACING,5PACED AT 24.O.C.,MAX. • • • LINE UP RAFTERS TO LAND ON WALL •••••• •• •••••• a7� _ 5TUD5 FOR LOAD TRANSFER.BRACING •••i•• • *goo*: i > TO MATCH RAFTER E AND GRADE. .•.. • • , SIZ n 5PACflJ AT 24'O.C..Max.,A MINIMUM • • •••••• OF 4 SECTIONS OF BRACING ARE • : • REOUIRto FOR ANY 5PAN5 ABOVE I I'-8' ••o••0 •••0 ••••• • •••••• g • • • • • •••••• 50'47 MAXIMUM BUILDING LENGTH-30'-O'MAX. FOR VAULTED ROOF • • • • • • • • •goes• o5lapl13 •• • e• :e: • • Typical Roof Framing Plan L�2ew dz SCALE. I/4'=1'-0' These Plans Were Designed in Single Wide Metal Master Plan Desigmd By: Prnjecl Nosheet Numbcr: Han e Associates, Inc. Accordance with the 2010 Florida' i3eN2z75 Y Lark Builders O.R.H. ,M164D/I?SC Engineering&Construction Planning Building Code for a Wind Speed of 409 Dixon StreetS I ■ r a e•,au,s�.rtes,s c.ma-Fis.e�864616A6ot . .... Checked B • Dale. I G5mph Exp.D and 175mph Exp.0 Vidalia, 0A'30474 C.L.A. r 05/20/13 PSI APPROVAL 2014-04-01 —Approval-3rtampi- ATTACH ROOF FRAMING TO `,_;~-•.^� TOP PLATE OF WALL FRAMING WITH BUILDEX 10-16x 1 TEKS PANHEAD SCREWS WITH 13 ORAL POINT AT G'O.C. SCE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING 51ZE5 AND SPACING 2 1/2•x 1/2'CORKUGATED Infornlution ROOF PANELS FASTENED z 20ga.METAL COLLAR TIE,4'-0' 3V'-20 . METAL 5TUD5LONG,ATTACH W/ (2)+Y I O SELF1p:ilj .Tri Bailtl On WITH RA 14 x T HWH DRILLING GRABBER 5CIMW5 EAC"51QE SPACED T 24*O.C. MAX. �rwrr,r.A•rru .tr•eu7 TRAXi(ll AT 6.O.C. CODE REVIEW Professional Service Industries SEE ROOF FRAMING 302'-2Oga METAL STUDS �1�NG Q1'TtC)N QETAiL 1748 33rd Street 5CHL`.DULE FOR RAFTERS SPACED AT 24'O.C.MAX. 314'=��`�! Orlando, Florida 32839 Q Plan Re ' er William E.Neary,III °o ' BR 20ga.METAL ACE AT IGC#5 040 5Et ROOF FRAMING 3'-O'ABOVE FINISHED FLOOR, LA#UO 6 SCHEDULE FOR FASTLNING ATTACH TO EACH STUD W/(2) FL SMVI.SNIP-51 tt) REQUIREMENTS N 10 SELF DRILLING GRABBER io SCREWS.(1)INTO EACH FLANGE 0 5Et 51.7.FOR 5K1DATTACH ROOF FRAMING TO zrAND FLOOR FRAMING 2 1/2'x i/2" CORRUGATED TOP PLATE OF WALL FRAMING PANELS p ASTENED W/�8 x WITH[3111L0EX 10-1 Gx I TEK5 IN WOOD SCREW AT G' PANHEAD 5CREW5 WITH M3 •.•• O.C.(OR EQUAL) - DRILL POINT AT G'O.C. • • •••••� •••••• VARIES,G-O'to 131-8' ^-..�� •••••• •• •••••• Typical Frame Section SEE ROOF FRAMING •••••• ��•••• ••••• SCALE: 1/4'5 1'-0' SCHEDULE FOR RAFTER AND • • BRACING SIZES AND SPACING ••.••• ••• • •i••• • 3V'-2C4a.METAL STUDS • • • • save** SPACED AT 24'O.C.MAX. • • • • • /2'\QVERHW�OPTION DETAIL These Plans Were Designed In Single Wide Metal Master Plan )designed>>Ir: Project No. �-Sheet Number: Accordance with the 2010 Flonda O.R.H. 13650214- . Haney Associates Inc. Lark Builders 11MM651H1T3C Engineering&Construction Planning Building Code for a Wind 5 eed of ron..w,S1aM�,8G31Wl-16xrf6li•6M0� 9 p 409 Dixon Street CheckedB Date: S1 .5 _._. . ..._ _.___ ._ -__ .___ �_... I G5mph Exp.D and 175mph Exp.0 Vidalia, GA 30474 GL.A. 05/20/13 y w PSI APPROVAL 2014-04-01 —�2-1/2'x 1/2"CORRUGATED ROOF Approval Stamps: PANELS FA51ENED WITH 1/4•-14 x " 3/4'IfWi1 TRAM AT G'O.G. 3W-20ga.METAL BRACING, 3K"METAL BRACE AT 3'-O' ATTACH EACH END TO STUDS wJ i ABOVE FINISHED FLOOR, (2)i 10 SELF DRILLING GRABBER i V METAL BRACE AT YAT ATTACH TO EACH STUD SCREWS.(1)INTO EACH FLANGE `� BOVE FINISHED FLOOR, TO EACH STUD / W/(2)/10 SELF DRILLING (NOTE THAT THIS BRACING 15 W/(2)ATTACH 010 DRILLING SELF DRILL GRABBER 5CREW5,(1) REQUIRED ON SIDE WALLS AS WELL GRABBERSELFSCREWS,LL) INTO EACH FLANGE (BOTH SIDES Or EAC)i CORNER)I INTO EACH FLANGE lnfornultion oBui&I Carr Sf.E 51.2 FOR SKID AND fIOOR tr.�40.40 •osaw�.TANOW VARIES,G'-O'to 13'-8' FRAMING VARIES, G'-O'to 13'-8" CODE REVIEW End Wall Framing Option �.� Professional Service Industrie End Wall Framing Option SCALE: 1/4 V-O' 'HALL OPENING FOR 511E WALLS ARE SCALE1/4',I'-O' 1748 33rd Street : TO Be FRAMED SIMILAR TO THOSE Orlando,Florida 32839 SHOWN HERE FOR ENDWALL5 I Plan I e viewer William E. Neary,Il ICC#5185040 2-1/2'x 1/2'CORRUGATED ROOF LA#L 0 D406 PANELS FASTENED WITH 1/4"-14 x FL Sh 1 79,SMP-51 3/4'HWH TRAIW 1 AT G'O.G. s • • sees 00.40•6 W-cr •• • see• i '• 6-01 Max. 0-2 - METAL BRACING, Max. •••••• ow :0000: • METAL BRACE AT 3'-0' ATTACH EACH END TO STUDS%W •••i•• • ABO1/E FINISHED FLOOR. � (2)f!0 SElF ORIIUNG GRABBER 3y'METAL BRACE AT 3'-0' •40•••• ATTACH TO EACH STUDSCREWS.(1)INTO EACH FLANGE � ABOVE FINISHED FLOOR. see••• i•••i• • • O C� ATTACH TO EACH STUD •••• • ••;••40 W/(2)f 10 SELF DRILLING (NOTE THAT THIS BRACING IS f, W/(2)#I O SELF DRILLING •••••• ••• • ••••• GRABBER SCREWS.(I) REQUIRED ONS WALLS AS WELL GRABBER SCREWS, (1) _-- --_--_—.. ••'•,• '.: 600000 INTO EACH FLANGE (BOTH SIDES OF EACH CORNER)) INTO EACH FLANGE • • • • NOTE THAT TH15 BRACING ' ' i s• i• 000#:. z15 REQUIRED ON SIDE ' • • • • • • • ••0.40• SEES 1.2 FOR SKID AND FLOOR WALLS AS WELL(BOTH 05/20113 G' CORNER) •• •••�•,0r • VARIES, -O'to 13'-8' FRAMING VARIES,G-O'to 13'-8" SIDES OF EACH CORNS R) End Wall Framing Option End Wall Framing Option SCALE: 1/4'=1'-O' SCALP: 1/4'=1'-0" 00 A These Plans Were Designed in Single Wide Metal Master Plan J),Igmd By: Project No. Sheet Number: - Haney Associates, Inc. Accordance with the 2010 Florida O.R.H. 3EN224- Lark Builders ;M165D/I75C Engineering&construction Planning" Budding Code for a Wind Speed of La Dixon Street SIX .. P.a.Box 34%Sia 1%11* C"M-Ph=t:BN-44&WW I Gym h Ex D and 175m h Ex C cl"eL . Date: P P• P P• Vidalia, GA 3074 c.i,.A. OS(Z41I3 __.. __._._..__.____. ___-- 7 pf7 CONTINOU5 T 51MP05N 5PH4(OR rAH ION SCHEDULE Sin le Mille)— ANCHORING SCHEDULE Sln le Wlde OPP015TE 51DE OF EQUAL)@ I G'O.C. AND ait. k Opt Opt Opt. Opt Building Building Mex.Block Opt Opt Opt Opt 20 a. x 1-1/4'UPLIFT BUILDING OVER " j 51MP05N 5PH4(OR Blocks Blocks 9 5KID5 AND ATTACH (I) I/2"x4 ASTM A307 Length Spacing 1 2 3 4 Width Length Spwing 1 2 3 4 STRAP, RUN OVER GRADE A(MIN.)LAG BOLT ,;,; EQUAL)@ I G"O.C. AND TO OPPOSITEB'-0" _ _ T-6" 4 2 2 2 2 13'-0" 14'-0" 6'-6" 9 3 5 8 7 5KID5 CONTINUO5 ANCHOR HEAD THRU BASE PLATE n. DBL 2x6 (I) I/2'x40 ASTM A307 BI. 2x6 8-0 T-6 4 2 2 3 3 13-0 16-0 8'-6 9 4 6 9 8 TO ANCHOR AT S' BLOCKING GRADE A(MIN.)LAG.BOLT BLOCKING , w • w a • 'OPPOSITE SIDE OF :!' REQUIRED FOR THRU BA5 PLATE REQUIRED FOR 10'-0_"_ T-6" 4 -2 2 3 3 13'-0" 18'-0" —6'-6° 10 4 6 10 9 BUILDING. 5/8°DIA.THRU BOLT ,� 6'-Oa 12'-0" T-0" 4 2 2 4 3 13'-0" 20'-0" -6'-6"- 12 4 7 11 10 THRU BOLT '( THRU BOLT WITH 2"WASHER, ATTACHMENT. 5/8"DIA.THRU BOLT ="�; ATTACHMENT. -- -- -__ -- - - -- - WITH HE 8'-0" 8'-0" T-6" 4 2 2 4 3 1 T 22'-0" 6'-6" 12 4 7 12 10 (MIN.M OANIZRED OP. _ ASTM A307 GRADE A _ _ 8'-(w 10'-0" -T-6"-- - 4 - 2- 3 4- 4 13,-0" 24'-0" 6'-6" 15 5 8 13 11 r EQUIVALENT (MIN.)GALVANIZED - ---- - -- - -- - -. _- --- -6'-6-"- - - -- - - -- - OR EQUIVALENT 8'-0" 12'-0" T-6" 6 2 3 5 4 13'-0" 26'-0" 6'-6" 16 5 8 13 12 — ---. --_-- - — -- --- -- -- ---- - - ----- -- — -- — -- 4'x8"x 16" 8'-0" 14'-0" T-6" 6 3 3 5 5 13'-0" 28'-0" 6'-6" 17 5 9 14 13 CONCRETE BLOCK 5/8'DIAM..X 48 - -- 8'-0" 16'-0" 7'-6" 6 3 4 6 5 13'-0" 30'-0" 6'-6" 18 6 10 15 13 GROUND ANCHOR L�R.- _ __ _ WITH `> /8'DIA.X 48 TH SINGLE G"HELIX t -0" T-0" 4 2 3 5 5 13'-0" 32'-0" 6'-6" 19 6 10 16 14 /8'D1AM..X 48" (MODEL#59065) J :; OUND ANCHOR GR6_ 2 4 6 5 `� 13'-0" 34'-0" 6'-6" 20 6 11 17 15 GROUND ANCHOR WTH SINGLE G"HELIX as WITH SINGLE 6"HEUX (MODEL#55OG5)_ 13'-0" 36'-0" 6'-6" 21 7 11 18 16 (MODEL#59065) -0" T-0" 6 3 56 13'-0" 38'-0" 6'-6" 22 7 12 1910' -0" T-0" 8 4 5 8 8 13'-0" 40'-0" 6'-6" 24 7 12 20 17 Anchor Attachment Option #I Anchor Attachment Option #2 Anchor Attachment Option #210'- -0" T-0" 10 4 6 10 9 13'-0" 42'-0" 6'-6° 24 B 13 20 18 o -- -- - - -9IT ___. 13 10'- 10 5 7 10 9 13'-0" 44-0_ 6_'-6" 24 8 13 21 19 2x4 STUDS,SEE PLANS 3/1 G"GALVANIZED CABLE TIE SIMP50N 5PH4 (OR EQUAL)@ FOR SPACING DOWN ENGINEERING PART10'- -0" T-0" 12 5 7 12 10 13'-0" 46'-0" 6'-6" 25 - 8 14 22 20 1 w O.C. AND 1/2"DIAM. ASTM #51556(OR EQUIVALENT), -- -- _ - - - 11'-0" 17-M 6'-6" 6 3 4 6 6 13'-0" 48'-0_" 6'-6_" _26 9_ 1_4 23_ 2_0 A36 (MIN.)ANCHOR BOLTS 11'-0" 14'-0" 6'-6" 6 3 4 7 6 13'-0" 50'-0" 6'-6" 27 9 15 24 21 WITH A 5.5'MINIMUM 2x4 P.T. BOTTOM PLATE TIGHTEN TO 500 LBS OF TENSION _._ _. __n_ " _ _ ____ — " " " EMBEDMENT AND A 1.75"MIN. MINUTE MAN MMA-18 OR EQUAL W/ 11-0" 16-0 6-8 6 3 5 8 7 13-8 14-0 6-6 12_ 3_ 5 9_ 8 EDGE DISTANCE.SPACE 3000 PSI (MIN.)CONCRETE �. ANCHORS AT 3G"O.C.(MAX.) SLAB 5/8"SIMPSON TITEN O R VvtDGE-ALL 6'-6" 8 3 5 _ 8 8 13'-8" 1_6'-0_" -6'-6" 12 4 6 9 8 _ _ _ EMBEDED 3"MIN. INSTALL A 11'-0" 20'-0° 5-6"� -8 4 6 9 8 13'-8" -18'-0" 8'-6" 14 4- 7 10 9 MINIMUM OF 4"FROM SLAB EDGE. 11'-0" 22'-0" 61-6" 10 4 6_ 10 9 13'-8" 20'-0" 6'-6" 16 4 7 11 10 8'-6" 10 4 7 11 10 13'-8" 22'-0" T-6" 20- -5_ -8 12 11 • • N 3000 P51 (MIN.) 11'-0° 26'-0" 8'-6" 12 5 7 11 10 13'-8" 24'-0"- 6'-6" 20 5 B 13 12 CONCRETE SLAB _. — G'SECTION OF STUD BLOCKING 11'-0a 28'-0" _ 6'-6" 12 5 8 12 11 13'-8" 26'-0a T-6" 24 5 9 14 13 INSIDE WALL TRACK,SAME GA. A5 11'-0" 30'-0" 6'-6" 12 5- 8 _13- 11 _13'-_8" 2_8'-0" _6_'-6" 24 _ _6___ 9 _ 15_ 13 WALL STUDS, (4) #12 x 3!4" 11'-0" 32'-0" 6'-6" 14 5 9 14 12 13'-8" 30'-0" T-6" 24 6 10 16 14 SCREWS IN EACH FLANGE,E EACH ANCHOR LOCATION OR USE A 11'-0" 34'-0" 6'-6" 14_ 6 9 14 13 13'-8_" 32'-0" 6'-6" 28 6 11 17_ 75 5IMP50N BP5 1/2"x30 OR EQUAL 11'-0" 36'-0" 6'-6" 14 6 10 15 13 13'-8" 34'-0" T-6" 28 7 11 18 16 Anchor Attachment Option #3 Anchor Attachment Option #4 6'-6" 16 6 10 16 14 13'-8" 36'-0" 6'-6" 28 7 12 19 17 sees 6'-6" 16 7 10 17 15 13'-8" 38'-0" 6'-6"" 32 7 1_2 20 17 • • 11'-8" 12'-0" 6'-6a 6 3 4 7 6 13'-8" 40'-0" 6'-6° -32 8 13 21 1800 see 0 0 d• • • •••a •°•••• 11'-8" 14'-0" 6'-6" 6 3 5 7 7 13'-8" 42'-0" 6'-6" 32 8 1_3 21 19 METAL STUD 0000•• ••i ••••io 16'-0" 6'-6" 6 8 5 - 8 7 13'-8"- 44'-0" 6'-6" 32 8 14 22 20 WALL TRACK 000000 + . • 11'-8" 18'-0" G-6" 8 4 6 9 8 13'-8" 46'-0" 6'-6" 36 9 15 23 21 '••••• Wall Track Blocking Required for 0+000 :•••:o • • 11'-8" 20'-0" 6'-6" _8_ 4 6 10_ 9 13'-8" 48'-0"- 6'-6" 36 9 15 24 22 Osseo • •.••• Anchorinq of Fioorie55 Metal Buddmgs • • 11'-8" 22'-0"" 61-W 10 4 7 11 9 - 13'-8" 50'-0" 6'-6" 36 9 16 25 22 GENERAL N OTE5 000000 *00 • Osseo 11'-8" 24'-0"_ 6'-6" _10 4 7 11 10_ �6 F*-.NA EO�itl-r°� 1. DESIGN FOR MIN 2,500 P51 CONCRETE •o 00 •° 000000 C t( ii -fl QRS' ° 11'-8" 26'-0" �6'-6" _ 12 _ 5_ 8 12 11 2. ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3 150 Ibs.AND AN ULTIMATE LOAD OF 4725 lbs. 000000 o a 28'-0"� 6'-6" rl 5 8 13 11 3. ANCHORS MUST BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS. ANY BENDING OR DAMAGE CAUSED UPON i 0 : • • 0000:° DESIGN PARAMETERS INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED. 0000°° 11'-8" 30'-0" 6'-6" _5 9 14 12 4. CONTRACTOR SHALL V151T THE SITE AND THOROUGHLY FAMILIARIZE THEM5E(F WITH EXISTING CONDITIONS.CONTRACTOR I5 s • •t. WIND DESIGN PER ASGE 7-I0 RESPONSIBLE FOR MEETING 501L CLA551FICATION FOR SIZING HELICAL ANCHORS PER MANUFACTURER'S REQUIREMENTS. °11'-B" 32'-0" 8'-6" 5 9 14 13 2. DESIGN WIND SPEED: 1 G5/ 175 NLTIMATE)6'-6" 6 10 15 14 3. ULTIMATE WIND EXPOSURE CATEGORIES: 5. ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 12"OF CORNERw165m h: D 175m h: C6. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES APART FROM EACH OTHER. 6'-6 6 10 16 14 7 P 7. THE ANCHOR MUST BE IN THE SITE 501L CLA55 IN WHICH THE LOAD REQUIREMENTS WERE SET, 4.WIND IMPORTANCE FACTOR: I.O 11'-8" 38'-0" 6'-8" 16 6 11 17 15 5. ENCLOSURE CLASSIFICATION:ENCLOSED 8. USE TIE-DOWN ENGINEERING(OR COMPARABLE) 112'X 30"GROUND ANCHOR WITH SINGLE 4"HELIX OR 5/8"DIA,X 40'AND 48" - _ _ 11'-8" 40'-0" 6'-6" 16 7 11 18 16 G. DESIGN MEETS INTERNATIONAL BUILDING GROUND ANCHOR WITH SINGLE G'HELIX CODE 2009 t FLORIDA BUILDING CODE 2010 9. INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED BY TIE DOWN ENGINEERING, INC TO INCLUDE 11'$" 44!-T 6'-8" 16 _7 12 19 17 REQUIREMENT51N5 FOR SPACING AND SITE SPECIFIC 501L CONDITIONS 50'0 6'-6" 18- 8 13 22 19 10. MAXIMUM STRUCTURE HEIGHT 15 12 FEET(MAXIMUM WALL HEIGHT OF 8 FEET). 1 1. NUMBER OF ANCHORS LISTED IN ANCHOR SCHEDULE ARE THE MINIMUM REQUIRED NUMBER OF ANCHOR5 TO RUN DOWN EACH 51DE WALL(THE TOTAL NUMBER OF ANCHORS REQUIRED PER BUIUDING WOULD BE 2X THE NUMBER LISTED IN THE SCHEDULE) 07/20/13 These Plans Were Designed in ' Foundation Anchoring Plans; i Designed By: Project No. Sheet Number: ' 't '- Haney Associates, Ine.i ;Accordance with the 2010 Flordia LARK BUILDERS O.R.H. 13nv224 F1 Engineering 8= Construction Planning i Building Code for a Ultimate Wind ' i ■o P.U.>�sae,siz�,&C.29692-Pho= -„■e � � 409 DICKSON STREET , Checked By: Date: i S eed u to I G5-D / 175-C ; C.L.A. 0720/13 p p VIDALIA, GA. 30474 i 1 of 1