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RC-16-1918 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (306)756-8972 Inspection Number: INSP-262933 PermitNumber. RC-7-16-1918 Scheduled Inspection Date:July 22,2016 Permit Type: Residential Construction Inspector: Mesa,Michel Inspection Type: Final Owner: SOTO,VALERIE&LUIS Work Classification: Shed Job Address:49 NW 108 Street Miami Shores,FL 33168-4310 Phone Number Parcel Number 1121360110280 Project <NONE> Contractor: HOMEOWNER Building Department Comments SHED ALUMINUM Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection F7 Fee No Additional Inspections can be scheduled until re-inspection fee is paid Z July 21,2016 For Inspections please call:(305)762.4949 Page 12 of 29 X1918 Miami Shores Village ■ Pelm7y :I +I: ic�:tl)tiai lQ�' t1t10�Ctx 10050 N.E.2nd Avenue NW 6 � Work Miami Shores,FL 33138-0000 yes Phone: (305)7952204 It I'm 1 FlOR1DF n � 6 i Expration: 01/1 /2017 3[ssu ' 1 Project Address Parcel Number Applicant 49 NW 108 Street 1121360110280 Miami Shores, FL 331684310 Block: Lot: VALERIE&LUIS SOTO Owner Information Address Phone Cell VALERIE&LUIS SOTO 49 NW 108 Street E MIAMI SHORES FL 33168-4310 49 NW 108 Street MIAMI SHORES FL 33168-4310 Contractor(s) Phone Cell Phone Valuation: $ 1,900.00 HOME OWNER Total$q Feet: 80 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Slab Date Denied: Final Type of Construction:SHED ALUMINUM Occupancy:Single Family Review Planning Stories: Exterior: Review Building Front Setback: Rear Setback: Review Structural Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted:Yes Certificate Status: Certificate Date: Additional Info: Bond Return: Classification:Residential Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 DBPR Fee Invoice# RC-7-16-60542 $2.00 07/11/2016 Credit Card $50.00 $151.20 DCA Fee $2.00 Education Surcharge $0.40 07/20/2016 Credit Card $ 151.20 $0.00 Notary Fee $5.00 Permit Fee $100.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $201.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and on! hermore,I authorize the above-named contractor to do the work stated. July 20, 2016 Tut o e SI a are: ner / Applicant / Contractor / Agent Date Building Department Copy July 20,2016 1 JJB ITA RMiami Shores Village 1 2016 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 '� FBC 20 I� 9 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [-]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: y61 A w Joy-'" 5q City: Miami Shores County: Miami Dade zip: -'3 ho V Folio/Parcel#: Is the Building Historically Designat@d:Yes NO Occupancy Type: IrCS : d• Load: Construction Type: Flood Zone: 11`0 BFE: FFE: OWNER:Name(Fee Simple Titleholder): L u S 4, va Phone#: 7S(oS- Address: y61 MVV /Uy'"''' 5-f- City: M, Shor?5 State: �I Zip: Tenant/Lessee Name: Phone#: Email: &)40 CONTRACTOR:Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ CU a Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Sh-oi Iy rl-)1'n V�1 Specify color of color thru tile: Submittal Fee$ Permit Fee$ f 0 W CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ ti •�J� Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ' 2-0 (Revised02/24/2014) l r Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) 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 'nspection fee will be charged. Signature Signature OWNER or NT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this (3 day of QU L-�e ,20 (- by day of ,20 ,by —<-2,"i t-�- Sn who is personally known to who is personally known to me or who has produced i�4t� L O C�NSs- 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: AUJ Print: Seal. .� .�a'. � Seal: O,�IStY C(reC Notary(ltlbtic JtatL of Florida a a Sindia Alvarez My Commission,FF 156750 ' Plans Examiner 76%Zoning APPROVED BY /)� Structural Review Clerk (Revised02/24/2014) A Miami Shores Village Building Department 10050 N.E.2nd Avenue R Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 gg OWNER BUILDER DISCLOSURE STATEMENT NAME: LL16 -a, A/ z!:iiA! aosCD DATE:-4 el III ADDRESS: LlG l .tJ /(,9'W*'' `� F% rd 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 Ifor 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. f Initial L- 1 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 CIS S 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. Initial L15 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial L.- 6. /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 A r 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 Is 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 ( 'C _ 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 L"''�) 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 http://www.myfloridalicense.com/dbpr/pro/cilb/`lndex.htmi Initial I✓C-'z, 11. I 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 they information that I have provided on this disclosure. (—S 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 permi is issued. Was acknowledged before me this L ` day of 20 By OM who was personally known to me or who has Produced ther ense or. as identification. xoe0VPyp Notary Public State of Florida OWNER NOTARY Smdia Alvarez �g pity Commiss on FF 156750 lt` '.®4- Expires 0910312018 t LOT 5,BLOCK 214c lvRr3 DUNNINGS MIAMI SHORES I PROPERTY ADDRESS: i EXTENTION NO.7 PLAT BOOK 52UL 1 2016 49 NW 108 STREET, MIAMI,SHORES,FL.33138 PAGE 33 ABBREVIATIONS/SYMBOLS: i MIAMI-DADE COUNTY BY: A/C =AIR CONDITIONING UNIT RECORDS I LEGAL DESCRIPTION: AW =ADJACENT BCR =BROWARD COUNTY RECORDS ALLEY LOT 12,BLOCK 214 OF"DUNNINGS MIAMI SHORES EXTENSION NO.7" BM =BENCHMARK —'— .— -— ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 52,PAGE CALC =CALCULATED - -- -- --.-.--. CA =CENTRALANGLE 33 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. CIL =CENTERLINE FOUND 1/2" 10.0'ASPHALT PAVEMENT CB =CATCH BASIN IRON ROD NO PLAT AND CALC CBS =CONCRETE BLOCK WALL IDENTIFICATION 75.00' •••• CHATT =CHATTAHOOCHEE 75.00' 1.2 2 0, CERTIFICATIONS: • •••••• ••. .. CONC =CONCRETE see* • ••• • • CM =CONCRETE MONUMENT O0 W OD 0.1' 53.1'WOOD FENCE x — VALERIE $LUIS SOTO •••••• ••; ••• ;• COL =COLUMN 8 T ENCE CORNER • D =DEED —x 9° FE CE 1.1'S&0.8'W •••••• • • • DE =DRAINAGE EASEMENT �Syj • ••• ••DS =DRAINAGE STRUCTURE�O A - • • •• • •ELEV. =ELEVATION o'' - ,�. ( FLOOD DATA: •••• ••• • °� �f`* ZONE:X • EOW =EDGE OF WATER iy I } •••••• • • ••• • FF =FNSHEDFLOOR I = •• •• • ••• •• COMMUNITY NUMBER: 120653 •••••• ID =IDENTIFICATION LOT 12 PANEL&SUFFIX:0302 L - $ DATE OF FIRM:9/11/09 . . a 00000 INV =INVERT IP =IRON PIPE s I •.••••.• IR =IRON ROD I r ; ••• • • • 0 L =LENGTH $ / •• • •••• ;••• ; LAE =LIMITED ACCESS EASEMENT $ W I Z / *a • • LME =LAKE MAINTENANCE EASEMENT Q �' i •• • Z LL LP =LIGHT POLE--------- I in LLs M =MEASUREDLP : ❑ Z WD =NAIL AND DISC W ` O O I J WG =NATURAL GROUND V I f ; O$ ? GENERAL NOTES: NR =NON RADIAL Z W '�' 3 Q THIS SURVEY IS BASED UPON RECORDED INFORMATION AS PROVIDED BY CLIENT.NO SPECIFIC SEARCH OF THE PUBLIC RECORD NTS =NOT TO SCALE SCALE: 1"=20' LL z z �'=''`•" ,''��': I (=j HAS BEEN MADE BY THIS OFFICE. OHC =OVERHEAD CABLES Iq Z LL ::' •; :: fn UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED. ORB =OFFICIAL RECORD BOOK W } I p $ uj }} ELEVATION ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM 1929(N.G.V.D.1929)UNLESS OTHERWISE NOTED. F- IN SOME CASES,GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED FOR CLEARER ILLUSTRATION. MEASURED PB =PLAT BOOK N= N Z ip Z O '" ' 15.8' 11.24' vq) N S - N Z RELATIONSHIP SHALL HAVE PRECEDENCE OVER SCALE POSITIONS. PBCR =PALM BEACH COUNTY RECORDS (Yj Z y O r I s U CD Z Y c.,O In -ALL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED PC =POINT OF CURVATURE O Z O co U 0 N U "' °f I g O Z O�'�U OTHERWISE. J Q O O W W r ❑ J Q O O W W -THIS SURVEY WAS PREPARED FOR CONVEYANCE,TITLE AND MORTGAGE FINANCING PURPOSES. IT IS NOT INTENDED FOR PCC =POINT OF COMPOUND CURVATURE m 2 H m O❑O , nl Z 0] H m O❑U CONSTRUCTION USE,UNLESS OTHERWISE SPECIFIED. PERMITTING FOR ADDITIONAL CONSTRUCTION ETC.MAY REQUIRE PCP =PERMANENT CONTROL POINT �ca Z F-Q Q W I F. 27.9 E N a ri Iq Z F-a a W PG =PAGE O W 0._Q IY ui r F C7 W 0- 0 W ADDITIONAL INFORMATION WHICH CAN BE OBTAINED FROM THIS OFFICE. F- 8,85' I g 8-Z U'CL -WELL-IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL PI =POINT OF INTERSECTION ~ Z a a o Z a g 11.3' 0. O Z Q ACCURACY OF 0.10(FT) POB =POINT OF BEGINNING 0_ 'ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT POC =POINT OF COMMENCEMENTp THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.-(CHAPTER S1G17-6.003 OF THE FLORIDA ADMINISTRATIVE CODE p ONE STORY ❑ PRC =POINT OF REVERSE CURVATURE 0) z L)EI I PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES) PRM =PERMANENT REFERENCE MONUMENT � STRUCTURE PT =POINT OF TANGENCY N I rq #49 **.5J-17.052 MINIMUM TECHNICAL STANDARDS:SPECIFIC SURVEY,MAP,AND REPORT REQUIREMENTS. R =RADIUS N N I (b)BOUNDARY MONUMENTS: RGE =RANGE r I.WHEN A CORNER FALLS IN A HARD SURFACE SUCH AS ASPHALT OR CONCRETE,ALTERNATE MONUMENTATION MAY BE USED ROE =ROOF OVERHANG EASEMENTI 27.0' THAT IS DURABLE AND IDENTIFIABLE.'(EXAMPLES:FENCE POST,BLDG.CORNERS,ETC.) NV ML R =RIGHT OF WAY SEC =SECTION 4_t� S/W =SIDEWALK TOB =TOP OF BANK TYP =TYPICAL STEPS8.83' PLANTERUE =UTILITY EASEMENT WF =WOOD FENCEPLANTER _ R SS OIONNA►'� WPP =WOOD POWER POLE(UTILITY POLE)C-0 —11.1T SURVEYOPPERS --= CONVERSION n ;,, i LICENSE NO.66 OVERHEAD CABLES ° N ,� .�l,f; a p ,� ! INCHES TO SOti cs _-��� FFICE: (954) 777-4747 -_ x METAL FENCE DECIMAL 9 Q�D� 5 *r'8° A I1 cj A, FAX: (954) 777-2707 METAL FENCE 2" =0.2' A� .o� 5400 SOUTH UNIVERSITY DRIVE 3° =0.3' 75.00' p WOOD FENCE 4" =0.33' ;.. ",'< '::.:=:.'`.::': ::..:..: :..::.... . ..,.. .... ,. ... .:,..a.:,. ... ...., J! 'T ',o c;i ^;1 _IA',JCF WITH AL DF SAL 6 BOUNDARY I 9. `.CCi�iCRT[�;$I . PLASTIC FENCE ,-:.:` � ! .....::. ....:: °..��:.'.,` '7.;::.:':=:.,�::,: J.' S RV MINIMUM TECHNICAL STANDARDS FOR „_��r r��.� r;,.i_�s Ar)�r���I II n�ln�ls 6" =0.5' FOUND 1/2° 75,00'PLAT MEAS FOUND 1/2° __ SUV �� THE FLORIDA BOARD OF SURVEYORS 7" =0.6' IRON ROD NO EASEMENT LINES 1 8" =O.T IDENTIFICATION IRON ROD NO AN S IN C 7.052 OF THE FLORIDA CENTERLINE(C/L) 9" =0.8' IDENTIFICATION A I E C TO SECTION 472.027,FLORIDA 0.09'E&O.OTN ATUE' , 4 '. 10°=0.83' FIRE HYDRANT-(5 11"=0.9' DATE: DESCRIPTION: o 'Nb. 5 W WATER VALVE M 12"=1.0' ASPHALT PAVEMENT 12/10/2013 FIELD LOCATION OF IMPROVEMENTS " a UTILITY POLE ca, �^ WATER METER ❑ R UR 17.5'ASPHALTPAVEMENT ICE NO.: 13-39570 FL (9�LI SPEI�� NW 108TH STREET (NO Hb RE AND ORIGINAL RAISED SEAL OF THE FL RVEYOR AND MAPPER SHOWN ABOVE) r nes? TS&ODA Prokssi • Regulation 3anuary 28, 2014 Robert Moors Lark Builders, Inc. P.O.Drawer 629 Vidalia, GA 30475 RE: Manufacturer Certification,ID MPT-114; Expiration Date: October 21, 2016 Dear Robert Moore It is my pleasure to inform you that lade 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 Agency has approved the plans In accordance with the current plorida 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 plans review and Inspections. Each Code change will make your plans obsolete until they have been reviewed,approved and Indicated [on the cover page of the plans]for compliance with the Cade by your Third Party Agency for pians review. Please ensure that your plans are in compliance and are properly posted on our website. All 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 for three years from this date.You will receive a renewal notice by Email generated by the BGIS( oNw•fto i building.org)for onI n renewal. If you have questions you may contact Robert Lorenzo at 8SO-717-1835 or our FAX at 850,-414-8436. Please visit our website at www floridabulidIng oru to see valuable information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. Sincerely, Fulrt��� Robert Lorenzo Manufactured Buildings 'orcin cc:Professional service Industries .. ... . . . . . .. • .. . . . . ... . • ... ... or . . • o •• • ' ;• ;• • . . . . . . . . . . . . V .. . . . .. .. ® Approval Stamps:M -- ® BEster Plan - -- GENERAL NOTE5: �► BuildersDE51GN PARAMETERS: (HIP-GABLE ROOF) [WIND DESIGN PER A5CE 7-10, 555MIC DESIGN PER AI5C 341-05] 1 . THI5 STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009 175mph (Exp.C) IBC BUILDING CODE AND THE FLORIDA BUILDING CODE.WIND 409 Dixon Street I . WIND VELOCITY: LOADING DESIGNED IN ACCORDANCE WITH THE A5CE - 7-10. 2. WIND IMPORTANCE FACTOR: I.0 3. WIND EXPOSURE: ' C (I 75mph) 2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE 30474 •....� ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE Vidalia , GA 3 O4 /7/� •••. `"T 4. INT. PRESSURE COEFFICIENT: 0.18 ± ••� ...... TIME E MANUFACTURE. 5. ENCLOSURE CLA551FICATION: ENCLOSED •• 060' G. COMPONENTS AND CLADDING: 0000• ••: 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED -ROOF LOAD (ZONE#0: +27.4/-5G.0 P5F DIMENSION. -ROOF LOAD (ZONE#2): +27.4/-78.9 P5F 0 4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN Sheet Index 0 •'"" -ROOF LOAD (ZONE#3): +27.4/-124.G PSF "•• • BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. 0••• 5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: S1.0 ' Cover o General & Design Motes -WALL LOAD (ZONE#4): +59.5/-75.2 P5F ".•'; :0•.:0 ••0 0.' Electrical �c General Floor Plan -WALL LOAD (ZONE#5): +70.7/-77.7 P5F 0,0 " •••0.. SIA -WALL LOAD (ZONE#405): +GO.O/-70.9 P5F :0 •• FLOOR JOISTS- 2x4 5.Y.P.#2-(12-15%MOISTURE CONTENT) • 2xG 5.Y.P.#2-0 2-15%M015TURE CONTENT) 51.2 ! Skids & Floor Framing Plan •00'0' 000.0 _ 2x8 S.Y.P.#2-(I 2-15% MOISTURE CONTENT) ! 7. FLOOR DESIGN LIVE LOAD: 125 P5F •0• ;0••�; G. ALL OF THE FOLLOWING LUMBER SHALL % PRESSURE TREATED: S1.3 I Skid and Floor Framing Details 8. FLOOR DF-51GN DEAD LOAD: 12 P5F 00 0 •60:0 • 5KID5, FLOOR JOISTS AND 3/4"T#-G FLOOR SHEATHING S1.41 Roof Framing & Schedule 1 ROOF DESIGN LIVE LOAD: 5E PSF 7, TRUSS DESIGNED TO SUPPORT D.L.+L.L.=30 P.S.F. 10. ROOF DESIGN DEAD LOAD: SELF WEIGHT 8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND S1.5 Typical Frame Section Details r 1 1 . WALL DE51GN LOAD: 8 P5F SUBJECT TO LOCAL JURISDICTION APPROVAL. 12. COMBINATION LOADS: AS PER ASCE 7-10 9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 P51 MINIMUM SIX End Mall Frame Options 13. SEISMIC USE GROUP: B I YIELD STRENGTH. 14. BUILDING CATEGORY: 1 10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED, SEE FBC 15. BUILDING OCCUPANCY: STORAGE - NON HABITABLE � �-lnfvrnurtivn 1507.2 FOR SHINGLE REQUIREMENTS. ROOF SLOPE FOR METAL GENERAL NOTES CONTINUED: I G. CONSTRUCTION TYPE: V B r�" .TOBuikjon ROOFS SHALL MEET MANUFACTURER'S RECOMMENDATIONS. 17. ALLOWABLE FLOORS: _F a• 1 I . ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL 22• DOOR SHALL BE 2 1/4'x I I/I G"ALUMINUM EXTRUDED 18. EXTERdOR WALL FIRE RATING: 0 C®DE HEWEIN STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM TRIM. 19. DE51GN OVERHANG: 8 INCH Professional Service Industries 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 FLORIDA 974833rd Street 23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, BUILDING CODE Plan evi Florida iam E. 32839 UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION Plan Reviewer:William E.weary,III 1507.2.8 OF THE F.B.C. 2010 GARAGE DOORS, GO"x 72"ALUMINUM DOOR, 32" AND 2 1 . THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE ICC 4#5185040 13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE 48"SINGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE, FOLLOWING CODES: #UOFL SMI-79,SNIP-51 LOCAL CODES AND THIS IS NOT A FOUNDATION DESIGN. SIZE, QUANTITY, AND LOCATION MAY VARY. 2014 FBC, 5th Edition 14. BUILDING 15 CLASSIFIED AS TYPE"5" (STORAGE) 24. PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES 2011 NEC 15. ALUMINUM WINDOWS - TYPE, SIZE, QUANTITY, AND LOCATION MAY MAY BE USED INSTEAD OF DOORS LISTED ABOVE 2014 Florida Fire Prevention Code VARY. 25. MAXIMUM WALL HEIGHT TO BE 8'-0" Haney AsInc. sociates, Certificate of Authorization I G. ALL FASTENERS INTO P.T. WOOD SHALL BE HOT DIPPED GALVANIZED 2G. ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED FASTENERS. FOR EQUIVALENT OR GREATER PRODUCT. THESE BUILDINGS ARE EXEMPT FROM THE THE FBC ENERGY _ No.27124 17. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN 27. ALL BUILDINGS (EXCEPT THOSE IN USE AS AN ACCESSORY CODE IN ACCORDANCE WITH 101 .5.2 ORDER FOR THESE DE51GN DRAWINGS TO ACCURATELY REFLECT BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER ```%%01 fill., FIELD PERFORMANCE CONDITIONS. 400sq.ft.) MUST HAVE ATLEA5T(1) 32"x80" (MIN.) DOOR. 51TE INSTALLED ITEMS: �•`�G� R••�Yli 18. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR 28. ROOF FRAMING AND WALL FRAMING TO BE 3%z° METAL 1 . THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. �Q�•, GEN ' HAZARDOUS MATERIAL. STUDS SPACED AT A MAXIMUM OF 24" O.C. 2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING. ;• c •••`•, ,L 20. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED 3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS)TO THE No. 6 558 ALUMINUM, MASA ALUMINUM, 4" LAP ALUMINUM, 5/8" P.T. T I-I I BUILDING. _ ••' SIDING, VINYL 51DING WITH ENERGY BRACE BACKER, HARDI BOARD, 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 1503 AND _ =i STEEL SIDING AND "PLEKO" STUCCO ON 5/8" DENSE GLA55 GOLD R318.GSTATE AND POLYCARBONATE GREENHOUSE PANELS NOTE: THIS UST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK ;�,n'•. 2! . ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE %C ••.�ORI©.••�` WITHOUT THE USE OF A KEY. INSTALLATION. ALL 51TE RELATED ITEMS ARE SUBJECT TO LOCAL �� S'ZONAU JURISDICTION APPROVAL. These plans were designed in accordance with: Single Wide metal Master Plan Designed By: Project No. Sheet Number: ® i 2014 FBC, 5th Edition O.R.H. Ni 6Nd175c - _-= Hanel Ass®dates, Inc® 2011 NEC Lark Builders -- - W100 Engineering& Construction Planning 409 ®ixon Street Checked By: Date: 2014 Florida Fire Prevention Code P.O.Boz 348,Six Mile,S.C.29682-Phone:864-646-7600 GA 30474 C.L.A. 05/20/13 For Wind Speed 175 mph, Exposure C Vidalia, 1 of 7 Approval Stamps: CLECTRICAL NOTES: - - I . WHEN AIR CONDITIONING 15 INSTALLED IN TH15 BUILDING, IT SHALL BE THE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL 1 CONTRACTOR TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL HVAC UNIT(5) INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE LATEST EDITION. 2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES. 3. EACH CIRCUIT 15 TO HAVE CONTINUOUS 5OLID COPPER INSULATED 32" MIN., GO" MAX. WIDTH geese GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT, LOCATION 2411 BY G'-8" HEIGHT DOOR, ••• sees' •••••• DISTRIBUTION PANEL. AND QUANTITY MAY VARY S MAX MAX LOCATION MAY VARY. •• ••• • 4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE AND ARE OPTIONAL. MAX �,{Ir ...�.. .. sees:. GROUNDED TO MINIMUM I O'-O"COPPER CLAD EARTH DRIVEN ROD •e••" • WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. ee••e 5. ALL CONDUIT TERMINATION'S OF I" OR LARGER ARE TO HAVE PLASTIC — gages INSULATED BUSHINGS. • G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL 3f" METAL STUDS .. .. SPACED AT 24" es••ss ELECTRICAL CODE (NEC), LIFE SAFETY CODE (NFPA 101), LATEST ••s s e •' 00000 EDITIONS. �O O.C. MAX. s ease:* 7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE P.T. 3/4"T HI FLOOR SHEATHING "• •••• :s'se'' DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH o SEE VARIOUS END e s WITH A MARKED"OFF`POSiTifN THAT--IS PART OF THE HVAC - 5EE VARIOUS END WALL •• • WALL FRAMING FRAMING SECTIONS FOR EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS SECTIONS FOR WALL ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY AND WINDOW FRAMING. WALL AND DOOR FRAMING. A READILY ACCE551BLE CIRCUIT BREAKER 8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DE51GNED AND VERIFIED AS > BEING IN COMPLIANCE WITH SEC. 1 10-9 OF THE NEC BY A LOCAL �� � Pnformativrt ELECTRICAL CONSULTANT. =,221 oBuildOn 9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO BUILDING __ •` '' '° (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, X$R$ CODE REVIEW GROUNDING, ETC.) 15 DESIGNED BY OTHERS, 51TE IN5TALLED, Professional Service industries SUBJECT TO LOCAL JURISDICTION APPROVAL. 9746 33rd street 10. ALL WIRES TO SWITCHES AND OUTLETS TO BE #12 AWG THHN AND OPTIONAL ELECTRIC TO WP~ 32" MIN., GO' MAX. WIDTH Orlando,Florida 32839 WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA EACH UNIT FIELD BY G-8' HEIGHT DOOR, Plan Reviewer:William E.IVeary,111 LOCATION MAY VARY. ICC#5985040 70. NATIONAL ELECTRICAL CODE. CONNECTED FROM LA#uoo4os 1 1 . ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH EX15TING POWER FL sMlas,SMP-59 ARTICLE 12 10.8(A)(2) NEC-08. SOURCE TO UNIT -- --- 50'-0" MAXIMUM BUILDING LENGTH Haney Associates,Inc. Electrical Symbol Key Certificate of Authorization No.27124 GFCI Duplex Receptacle 120V 1 NOTES: — __ ®ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY. - Incandescent Light w/ (1)-60w Bulb �Gy- R. hq �• Typical Floor Plan •' /'+�./ _JJ Junction Box SCALE: 1/4"= I O l No 45 358 Switch STATE OF ' WP i - _�Weatherproof %��s• �40RIaP•''���. ` $R Switch w/ Receptacle Outlet 120V 10 �', CONAL ,• These plans were designed in accordance with: �9r9�1e ��� ��al Master Plan Designed By: P3EN224°' Sheet 1Vumber: • 2014 FBC, 5th Edition O.R.H. iVI165d175c _-_- Haney Associates Inc. 2011 NEC Lark Builders Engineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date: ' r.o.Box 3as,six.rain,s.c.zse8z-rhanes6aca6-76o0 For Wind Speed 165 mph, Exposure D Vidalia, CA 30474 C.L.A. 05/20/t3 --- Approval Stamps: SKI® LAYOUT AND FLOOR FRAMING SCHEDULE SEE SCHEDULE FOP,J015T 51ZE — - 125 psf Live Load (2 Skid) 125 pSf Live Load (3 Skid) Widthl Joist Size&Spacing I A B Width. Joist Size&Spacing ! A S .A" „B„ "A" of 6'-0" 3 2x4's @ 16" O.C., Max. 15" 42" 6'-0" 2x4's @ 16" O.C., Max. 12" 24" sees 8'-0" 2x6's @ 16" O.C., Max. 18" ; 60" 8'-0" 2x6's @ 16" O.C., Max. 16" ! 32" 10'-0" 2x6's @ 16" O.C., Max. i 24111 72" 10'-0" 2x6's @ 16" O.C., Max. ! 20" ' 40" 5EE SCHEDULE FOR J015T 51ZE .' : ••e .• ..... .. ...... 11'-0" ; 11 @ 16" O.C., Max. ; 24" i 84" 11'-0° 2x6's @ 16" O.C., Max. 22" , 44" 11'-8"; 2x6's @ 16" O.C., Max. ! 28" 1 84" 11'-8" I 2x6's @ 16" O.C., Max. 24" 46" "'• ...:. ••• • T37--& i 2x8's @ 16" O.C., Max. 136'4 13'-0" , 2x8's @ 16" O.C., Max. i 26" 152" ..... . . ..... . .. . ...... 13'-8" . 2x8's @ 16" O.C., Max. ; 40" ; 84" 13'-8" 2x8's @ 16" O.C., Max. 28" ► 56" • • ...... NOTES: �..... a FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL 5TRUCTURAL COMPONENTS A5 SET FORTH Ik UNDER FBC 2304.9. 1 AND TABLE 2304.9.1 UNLESS OTHERWI5E 5PECIFIED. • ' •••• •• a ALL SKIDS ARE P.T.-4xG 5.Y.P.P2 OR(2)-P.T.-2x6 S.Y.P. #2 '• • a G'-O"WIDE UNITS MAY U5E 2x4 5.Y.P. #3 JOISTS a ALL J015TS ARE TO BE P.T.-5.Y.P. #2 P.T. SIDE RAIL TO MATCH/7P.T. SIDE RAIL TO MATCH JOIST SIZE, 5EE FRAMING J015T 51ZE, 5EE FRAMING SCHEDULE FOR SIZES. SCHEDULE FOR SIZES. Q r Information Build On FnB4�L+q• •7§°Nn8 CODE REVIEW Professional Service Industries 9748 33rd Street SEE SCHEDULE FOR J015T 51ZE - Orlando,Florida 32839 Plan Reviewer.William E.Bleary,III ICC#5985040 SEE SCHEDULE FOR JOIST SIZE L4#U00406 m FL SMI-79,SMP-59 2"'1 m -- - 1 = Haney Associates,Inc. Certificate of Authorization No.27124 QTi11E ¢ `t�ttliir���� —' -- ```�\G,� R.......... 3 P.T.-4xG S.Y.P. #2 or 4'-0" or 6'-0" 3 4'-O" or 6'-0" ` � .�'e14 z ���- P.T.-P.T. S.Y.P. #2 or 1 . (2)-P.T.-2xG S.Y.P. #2 SKIDS 1 . (2)-P.T.-2xG S.Y.P. #2 SKIDS11 No. 6458 Optional Porch Optional Porch = 50'-0" MAXIMUM BUILDING LENGTH 50'-0" MAXIMUM BUILDING LENGTH =_ � . . STATE OF ' : O ZORI Typical 2 Skid Floor Framing Plan Typical 3 Skid Floor Framing Plan '%sS��j""''• SCALE: 114'= I -0 SCALE. 114"=I'-Q" tl�A�t - These plans were designed in accordance with: _ v Project No. Sheet Number: 2014 FBC, 5*h Edition Single ��� � �lMaster I�I�n Designed By: 13EN224- =: . O.R.H. --= '" ae3' Associates, Ise. 2011 NEC Lark Builders UI16sd175c �nga>oee>t-iaag C®nsta-asetfl®aa Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date: P.Q.Box 349,Si:4iile,S.C.19682-rhone:s6a-gas-76uo For Wind Speed 165 mph, Exposure DVidalia, GA 30474 C.L.A. 05/20/13 I 3 of 7 Approval Stamps_ 1/'2-," - 20ga. METAL WALL STUDS --- SEE PLAN VIEW FOR SPACING 5KID5 MAY BE P.T.-4x6 S.Y.P. SEE FRAMING SCHEDULE --\ #2 OR(2)-P.T.-2x6 S.Y.P. #2 �" - 20 a. METAL SOLE PLATE, ' FOR JOIST SIZE CONTINOU5 W/ 5/1 G"x4" LAGS _ ATTACH EACH STUD TO SOLE AT I G" O.C., Max. PLATE WITH (2) #10 SELF P.T. 3/4"T*G FLOOR i DRILLING GRABBER SCREWS SHEATHING 0.00•• (1) INTO EACH FLANGE. •••• •_••••• •ere.• •• • • 0000•• ., ' i 0000•• • • • 5ENC0 K28 (OR EQUAL) OTCH 5KID5 IY2°xI%Z" ,••• 0 .0000• NAILS AT 12- O.C., ROWS FOR EACH FLOOR J015T 0000•. • Iti __ .... 00000 SHALL BE 1 .5" FROM EDGE, - - � �----------� STAGGER ROW5 G" FOR 2x BLOCKING BETWEEN •°••0 %0"" •••e. (2)-P.T.-5.Y.P.-2xG's 5KID5, - ""e' .• START PATTERN WITHIN G" 5KID5, FASTEN TO END '•;•; OF EACH END OF SKID 2x4 BLOCKING BETWEEN – – – _ JOIST W/ --O_I 20"x3" • ...... SKIDS, FASTEN W/ – NAIL5 AT 12" O.C. EACH (2)-0. 1 20"x3" NAILS AT SIDE, STAGGERED. " a •••• .."" • e 0 0 I _5TAGGERED. •• • 1 5KIDiWLOOR FRAMING DETAIL �2E ND JOIST FRAMING DETAILI.3 5cALE:314"=1'-0' CALE: I.5'=I_ , I �m� J77,fOf7)JC1�1OlZ .ToBuild On 5KID5 MAY BE P.T.-4xG S.Y.P. #2 OR(2)-P.T.-2xG 5.Y.P. #2 CODERS EW e Professional Service industries e ° 9748 33rd Street Orlando,Florida 32839 2" LAP SPLICE FASTENED Plan Reviewer:William E.Neary,III W/(G)-5/1 G"x4" LAGS Icc s1 sso4o P.T.-4xG S.Y.P. (OUTER FACE), (3)-5/1 G"x4" FL SMI-79,SMP-51 #2 SKIDS LAGS (INNER FACE), (9) LAG — Ct SCREWS TOTAL. ATTACH JOIST TO SKID WITH Haney Associates,Inc. 5/1 G"x4" LAG SCREW OR (2) 51MP50N H-3 (OR EQUAL) AT Certificate of Authorization EACH END OF JOIST, SEE --_ No:27124 3"xG" SPLICE PLATE ON 3 of FRAMING 5CHEDUI E FOR SIZE, 4 SIDES OF JOINT, FASTEN (2)-P.T.-2xG EACH PLATE W/(5)-5ENC0 `� 5.Y.P. #2 SKIDS K28 (OR EQUAL) NAILS �G� R.. NOTE: ATTACH END JOISTS TO SKID WITH (2)-5/1 G"x4" !AG 5CREW5 (OR (4)-0.13 1 x4" GUN NAIL5] AND A EACH SIDE. �Q;.•\�CEN ••• 0 . 51MP50N H-3 (OR EQUAL] AT EACH END OF JOIST. No. 6 558 TYPICAL SKID TO _I 3 JOIST CONNECTION DETAIL 4 TYPICAL SKID 5PLICING DETAIL :•. STATEtFI . 5GAIE:314'=1'-0" I . SCALE:314°= -OZORID These plans were designed in accordance with: Single Wide Metal aster Plea Designed By: Project Sheet Number: 2014 FBC 5rh Edition " O.R.H. M165d175c `.� - Lark Builders ae� Associates, nc. 2011 NEC _7' Engineering �i Construction Pl�nasang 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date: - --- ---------- ---- - 4P.O.Bos 348,SIaStile,S.C.29682-Phone:864-6467600 C.L.A. 05/20/13For Wind Speed 165 mph, Exposure D Vidalia, G� 30474 -of 7 _ — Approval Stamps: ROOF FRAMING SCHEDULE SCHEDULE AND ROOF FRAMING NOTES: --I Walt Framing at 24" o.c., Max. o ROOF FRAMING SHALL BE 5PACED TO LINE UP DIRECTLY OVER THE WALL 5TUD5 FOR PROPER LOAD TRANSFER AND STRAPPING. a ROOF DRAINAGE SHALL COMPLY WITH F.B.G. 2010 1503 AND R3 18.G e FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS 5t7 FORTH UNDER FBC 2304.9.1 Width! Rafter and Brace Size and Spacing; AND TABLE 2304.9.1 UNLE55 OTHERWISE SPECIFIED. •RIDGE MAY RUN IN THE SHORT DIRECTION "TURNAROUND" OR"VAULTED"STYLE WITH A MAXIMUM GABLE END OF 30-0" AND 51DE -W-—0- ASIS SSMA S 35OS162-54 @ 24" O.C. Max. WALLS THAT VARY G'-0"TO 13'-8"OR THE LONG DIRECTION "STANDARD"WITH GABLE END5 THAT VARY G'-0"TO 13'-8"WITH A $'-0" ASIS SSMA S 350S162-54 @ 24" O.C. Max. MAXIMUM SIDE WALL LENGTH OF 50'-0". as • •++6 6� 9 ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10-1 Gx 1 TEKS PANHEAD 5CREW5 WITH #3 DRILL POINT ++++++ 10'-0" . ASIS SSMA S 350S162-54 @ 24" O.C. Max. AT G" O.C. •• 0.00•• 11'-0" ! ....ASIS SSMA + S 350S162-54 @ 24" O.C. Max. 0.06 :**0:90.00•' ..... 11'-8" i ASIS SSMA S 350S162-54 @ 24" O.C. Max. • ••+•:. 0.00• 13'-0" : ASIS SSMA-S 350S162-54 @ 24" O.C. Max. ••�•; .' 113 1-81ASIS SSMA S 350S162-54 @ 24" O.C. Max. •' I - .2 Information -K ToBuild an COIDER EV7EW Professional Service Industries - - — - -�__ -- - - - - ----- ----- 1748 33rd Street m_ - -- --- -- - - -- - -- orfando,Florida 32839 Plan Reviewer:William E.Neary,III ° 5tandard Ridge ICC#sla3oao p -- — — _ _ - - — -- -- --- — - 3!z° - 20 a. MEI-AL RAFTERS AND I a#uooaos - --- --- - -- -- - -- - -- BRACING, SPADED AT 24" O.C., MAX. FL SMI-79,SMP-61 c0 I m LINE UP RAFTERS TO LAND ON WALL w _ C2 _ _ ___ __ 5TU05 FOR LOAD TRANSFER. BRACING Q — `- - - TO MATCH RAFTER SIZE AND GRADE, Haney Associates,Inc. > -°S SPACED AT 24" O.C., Max., A MINIMUM u Certificate of Authorization OF 4 SECTIONS OF BRACING ARE i No.27124 REQUIRED FOR ANY SPANS ABOVE I P-8" `��ttlllr►�ii Gy R. ly '- - '-0" MAX. FOR VAULTED ROOF O�`•��E'�/� •�'L 50 O MAXIMUM BUILDING LENGTH 30 - No. 64558 "A' TE 0 i 0 ". Typical Roof Framinq Plan ;ctOR10Q;.• SCALE: 1/4"= 1'-0" i SProject • 00,00• •• �` These plans were designed in accordance with: Single Wide Metal aster Plan Designed By: 13EN2 4a Sheet Number: 2014 FBC, 5th Edition Lard Builders O.R.H. M165d175c _ ane Associates, Inc. 2011 NEC 104 _--_ on E�agaa><ee>:-naag ®ns>ta-ucta®a>, Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date: P.O.Bos 348,Six.V1le,S.C.29682-Phone.-86"&7600 For Wind Speed 165 mph, Exposure D Vidalia, 30474 C.L.A. 0$/20/13 ____ 5-of 7 Approval Stamps: ATTACH ROOF FRAMING TO =�- TOP PLATE OF WALL FRAMING = _ WITH BUILDER 10-1 Gx I TEK5 PANHEAD 5CREW5 WITH #3 - DRILL POINT AT G" O.C. SEE ROOF FRAMING I 5CHEDULE FOR RAFTER AND ! sees BRACING SIZES AND SPACING see • sees sees.. es s ... so i ..see i 2 1/2"x 1/2"CORRUGATEQ r " r sees*sees * 3/2 20ga. METAL COLLAR TIE, 4 0' 3!2-20ga. METAL 5TUD5 :000% s • ROOF PANEL5 FASTENED LONG, ATTACH W/ (2) #10 SELF 5PACED AT 24" O.C. MAX. sees . sees. WITH 1/4"-14 x 3/4" HWH DRILLING - DRI W NG GRABBER 5CREW5 EACH SIDE TRAX1 AT G" O.C. .**.s.ee :see e.. *ss** sees.. e sees. ieees e s e sees.. EE ROOF FRAMING �2- 1 OVERHANG OPTION DETAIL s ;""' 5CHEDULE FOR RAFTER5 SPACED AT 24" O.C. MAX. I . •Is.* sees sees . Z"-20ga. METAL BRACE AT z O SEE ROOF FRAMING 3'-0"ABOVE FINISHED FLOOR, Q 5CHEDULE FOR FA5TENING ATTACH TO EACH STUD W/(2) n REQUIREMENT5 #10 SELF DRJLLING GRABBER 5CP.EWS, (1) INTO EACH FLANGE .13=9000 g Ircformcrlion .�� � ATTACH ROOF FRAMING TO oBuilclOta e .c •nye Zr5EE 51 .2 FOR SKID 2 1/2"x 1/2" CORRUGATED TOP PLATE OF WALL FRAMING C®DE REWEW AND FLOOR FRAMING PANELS (FASTENED W/#8 x WITH BUILDEX 10-1 Gx I TEK5 Professional Service Industries I&WOOD SCREW AT G" PANHEAD 5CREW5 WITH #3 1745 33rd Street ]—J O.C. (OR EOUAL) _ _ _ _ DRILL POINT AT G" O.C. Orlando,Florida 32639 Plan Reviewer:William E.Adeary,111 I ICC#6186040 "— LA#W0406 VARIES, G'-O" to 13'-8" FL SMI-79,SMP-61 -- oo Typical Frame Section SEE ROOF FRAMING Haney Associates,Inc. Certificate of Authorization SCALE: 1/4"= 1'-0" SCHEDULE FOR RAFTER AND No.27124 BRACING 51ZE5 AND SPACING — R. 3/2'-20ga. METAL 5TUD5 �� Q`' •' GENS 5PACED AT 24" O.C. MAX. =��.�••aF•••'•, ,L No. 64558 STATE OF • 2 OVERHANG OPTION DETAIL ' I . SCALE:3/a°=1 SSt O R 1 gyp:• �j��.� 10N AL ��rrrlllllti\\ These plans were designed in accordance with: Single Wide Metal Master Plan Designed By: Project 3 ject No. ' Sheet 1�Tumber: 2014 FBC, 5rh Edition O.R.H. -_ --= c� Associates, I c. 2011 NEC Lark Builders M165d175c �. En-ineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date: P.O.Box 348,SIx blue,S.C.Z968Z-Phonc:>I64-6d6-1600 For Wind Speed 165 m h, Exposure D P P P Vidalia, GA 30474 C.L.A. 05/20/13 6 of 7— i LAW TIE-DOWN NOTES: qq uq TABLE 2A — 165D/170C TABLE 2B — 140C 1. ANCHOR SPACING IS DESIGNED As PER ASCE-7. q0- q0_ 30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING i 2. ALL MEASUREMENTS ARE CENTER-TO-CENTER. MAXIMUM ANCHOR MAXIMUM ANCHOR 3. TIE-DOWN STRAPS TO BE 1.4' x 0.035" GALVANIZED STEEL, FEDERAL SHED WIDTH SHED WIDTH SPECIFICATIONS QQS-781-H, TYPE-1, FINISH-B, GRADE-1. TIE-DOWN SPACING SPACING CODE INFOR TIO STRAPS AND CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM _D "�zou emnm wsce-- ULTIMATE CAPACITY (3,150 LB. x 1.5). (1) 4x4 SYP #2 ON e'WIDE OR LESS. � l UP TO 16'-0 10'-0" UP TO 16'-0 10'-0" CODE VERSION 2ott rrea �° 4. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY. (�Nom) (2)2x8 OR (1) 4x8 PT_SYP #2 SKIDS MANUFACTURER LARK 8Ua0ERs,Mc. 5. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16' FROM END ALL aSE(CAN BE SET ON GROUND). (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2AB,C DEPENDING TIE-DOWN STRAP BOLTED TO TYPE TYPE 1 TYPE 2 16'-1" TO 20'-0 8'-0" 16'-1" TO 24'-0" 8'-0" AGENCY • • ON SHED WIDTH, WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED 3 ANCHOR WITH 1/2'GRADE 5 30' DRIVE ANCHOR " , BUILDING*PE • s RE90�E1tIIAl lA sIORP ON ENDS. BOLT MINIMUM WRH WA5HF3S 30'AUGER ANCHOR 20'-1 TO 24-0 6'-0" CONSTRUCTI TYPE 4100 • V-e • 6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1AB,C DEPENDING ON FOR ROCK/CORAL FOR SOIL/CLAY TABLE 1 A — 120C SHED WIDTH, WIND SPEED, AND EXPOSURE. 1/2•x3" (400 LB.) CONCRETE li'I q ANCHORING TO CONCRETE FIRE PRoi1!lh •• •• ppm •e•e•• 7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4' COVER (DISTANCE FROM WEDGE ANCHOR WRH U-CHANNEL q q TABLE 2C — 120C • NONE • • 0_ MAXIMUM ANCHOR FIRE SUPF"AdN•91STE),1 ANCHOR TO EDGE OF CONCRETE). (TMS d' '-° TYPE 3 30" AUGER ANCHOR SPACING SHED WIDTH SPACING OCCI,PANCY•••• • e smRar� • 8. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.) CONCRETE ANCHOR MAXIMUM ANCHOR 9. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTIONWITH EXPANSION BOLT SHED WIDTH SPACING ALLOWABLE WIIIIIIN of STORM 1 '•••• PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH 4"CONCRETE 24 -0" 6'-0" ANCHOR TYPE TYPICAL ANCHOR TYPES BASIC WIN94;9% • v.-/ 1' UP TO 24'-0" 10'-0" 20'_0" 7-0" ••e•ee o/D ENCLOS11 • �I 16'-0" 7-6" INTERNAL,tRISRE•COEFFICENT +/-at6 • - - -- $'-�" IMPORTANCE FACTOR ••0000 14' 1.16-0" - -- ROOF DEAD LOAD a 10e- nE-DOWN STRAP BOLTED THRU 12'-0" 91-6" ROOF LIVE ••e e• 2apsFU malls A6rr Lao TIE-DOWN STRAP BOLTED THRU FLOOR J045T 12 1//2'GRADE 8 (1)4x4 SYP#2 ON 8'WIDE OR LESS. (1)4x4 SYP $2 ON 8' WIDE OR �. FLOOR DEAD LOAD •• • TOPS' FLOOR JOIST WRH 1/2'GRADE 5 BOLT MINIMUM N'IT►1 WASHERS (2)2x8 OR (1)4x8 P.T.SYP #2 SKIDS (2)2x8 OR (1)4x8 P.T.SYP #2 SKIDS 1 0'-0" 10'-6" FLOOR LIVE LOAD BOLT MIN BGPW u WITH WASHQS ALL ELSgCAN BE SET ON GROUND). TIE-DOWN STRAP SECURED ALL ELSE(CAN BE SET ON GROUND). TIE-DOWN STRAP BOLTED TO TYPE WRH(8) 10Dx1.8•NGLs , " •R'RATING OF WALLS, FLOOR,ROOF N/A 1/2•x3'(400 L&) CONCRETE 3 ANCHOR WWRITQ� 1/2'GRADE 5 6 -0 12'-0" MODULES PER BUILDING 1 I WEDGE ANCHOR WITH WASHER BOLT MINIMUM WITH WASHERS " HURRICANE PROTECi10N USAGE NO 1/2'x3' (400 La) CONCRETE 5/6•x30•EARTH ANCHOR: I,�, 6 -0 12'-0" a. .. a ° . ° <:° r I AUGER STYLE FOR SOIL/CLAY, I .i HURRICANE SHELTER USAGE No Y. WEDGE ANCHOR WRH U-CHANNEL OYPE : 4•. . < ° . ° DRIVE STYLE FOR rz�Ic/coRaL . e . TABLE 1 — 140C sauaRE FOQTA� 7111 HJT. LEss a•coNCRETE ANCHORING TO CONCRETE REVISIONS 4•CONCRETE OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED SHED WIDTH MAXIMUM ANCHOR REV DESCRIPTON DATE AT B'-O'MAX SPACING 24'-0" 4'-O" 20'-0" 5'-0" TIE-DOWN STI:<w BOLTED THRU 16'-0" 6-6" Drown By, FLOOR JOIST 1/2•GRADE 8 (1) 4x4 SYP #2 ON 8'WIDE OR LESS. MTB (1) 4x4 SYP g2 ON 8'WIDE OR LESS. BOLT MINIMUM WITH WASHERS (2 2x8 OR (1)4x8 P.T. SYP #2 SKIDS 14'-0" 6'-0" Da1et 1/2"x3' (400 LB.) CONCRETE 2x4 SOLE PLATE(NATURALLY (2)2x8 OR(1) 4x8 P.T.SYP $2 SKIDS ALL asE(CAN BE SEI'ON GROUND). 8/11/15 WEDGE ANCHOR WITH 2'WASHER DURABLE WOOD OR PT.) ALL ELSE(CAN BE SET ON GROUND). m N A --- -A (SEE ANN 12'-0" 7-6" cnaoE WIrrSI/tom HOOLF Aux 1040-EARTH ANCHOR '-0" 8'-6" 1/2•x3'(400 L&) CONCRETE FOR SOIL/CLAY, DRIVE STYLE I x I LARK BUILDERS, INC. WEDGE ANCHOR WITH 2'WASHER ii.i FOR ROCK/CORAL , " 4'CONCRETE 81-0. -0 12'-0" 4 CONCRETE 6'-0" 4-CONCRETE TABLE 1C-165D/175C ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING (1)4x4 SYP #2 ON 8' WIDE OR LESS, TIE-DOWN STRAP 24'-0" TIE-DOWN STRAP,BOLTED TO (2) 2x8 OR (1) 4z6 P.T. SYP#2 SKIDS (�NOTES) (1) 4x4 SYP#2 ON 8' WIDE OR SSS.. GROUND ANCHOR 1�/2•� ALL ELSE(CAN BE SET ON GROUND). (2) 2x8 OR (1)4x6 P.T. SYP U2 SKIDS 20'-0" 4-0" 2x4 SOLE PLATE(NATURALLY GRADE 5 BOLT MINI UM Wft�'I `1 ELSE(CAN BE SET ON GROUND)- DURABLE ROUND)_ 1/2"x5' (400 UB.) CONCRETE >+' WEDGE ANCHOR WITH 2'WASHER DURABLE WOOD OR P.T. WASHERS,ALSO CONTINUOUS AND r - TIE-DOWN STRAP BOLTED TO a ATTACHED TO GROUND ANCHORGROUND ANCHOR GRADE LZ " ON OPPOSITE SIDE WTIH 1/2' "pt, el GRADE T __ 4 5 eOLT MIMMuM y+ml WASHERS T- —_—__�— ' •kyr e 1 �`t r r k;y ` 5/8'x 30'EARTH ANCHORi I.it 5/8'x 30'EARTH ANCHnR• 14'-0" .. AUGER STYLE FOR SOIL/CLAY, I r'�I AUGER STYLE FOR SOIL/CLAY. a.e DRIVE STYLE FOR ROCK/CORALa e DRIVE STYLE FOR ROCK/CORAL '' I Do OPTIONAL REINFORCED ° e e ._ 12'-0" l ° ' CONCRETE FOUNDATION J ." 4'CONCRETE OPTIONAL SUPPORT PAD (P.T.WOOD. CF- AT tl'-P• - 8'-0" 10'-0" TIE—DOWN DETAILS Q s , ;GI . ry Ld tth Maew T. Baldwin P.E. (n Florida License #64808 Sheet- AP-1 OF 1