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RC-12-705Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 172634 Permit Number: RC -4 -12 -705 Scheduled Inspection Date: May 14, 2012 Inspector: Bruhn, Norman Owner: KAWACHIKA, JON & CYNTHIA Job Address: 179 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Work Classification: Shed Phone Number (305)758 -0927 Parcel Number 1132060132930 Building Department Comments 10X12 SHED Inspector Comments Passed C'G Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 11, 2012 For Inspections please call: (305)762 -4949 Page 16 of 36 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BU LD N P it RCA e No. PERMIT APPLICATION Master Permit No. FBC20 �0- Permit Type BUILDINGS ROOFING ‘,194/ /®WW /A M. /' C q Address: / 1 / eC 74- 5-'74 ar _! Tavmrm APR O Zp12 BY:__ OWNER: Name (Fee Simple Titleholder): Phone #: 36 S 32- SW 8 City: /tQ / v/ / k5-/°" 4C. f State: FL_ zip: 33/38 Tenant/Lessee Name: Phone #: Email: %/ (// 6 4' ® /4-77. /�CT JOB ADDRESS: (5-444 tt Ork/A./ City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes County: Miami Dade Zip: Flood Zone: Al CONTRACTOR: Company lame: X: Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect /Engineer: Phone#: Value of Work for this Permit: $ ? ° 0 Type of Work: ❑Addition ❑Alteration Description of Work: 1/New near Footage of Work: ❑Repair/Replace ❑Demolition /o' x /2- ` S � cr/ *** * * *** * * *** ************* **** ** ***+ *** Fees+ x+ x***** ****a: ***** ********+r****** ******* ***** Submittal Fee $ Permit Fee $ %d DO CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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. r° Signature, / - / ' Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by ""1 NAC/Hie.A,- day of , 20 _, by who is pzrsonally Icnown-t-O-ftor who h pAA ��ffiy, who is personally known to me or who has produced As identificatk:t and wha �d 'zie, oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Commission Expires: � ORID ��■ . Sign: Print: My Commission Expires: * *************** ****** ************) x, u�r�x****/ �x�r�x�x* �x�xa��x�x* �x�x�x�x�x�u�x ** **a� ****�u�x�na��x*** ,,..********** *** *** **** ***** APPROVED BY J 'd��4- Plans Examiner 5/ 2- Zonin ���y 41-1 Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 J°A.1 OWN ER BUILDER DISCLOSURE STATEMENT NAME: 114/AC466/ DATE: 47/ 5/l ADDRESS: / 7 7 /(7t 94 J ae 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. I 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 4. "CAL- 2. I 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 irik- 3. I 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 G.l L 4. I 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 constriction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial 6. I 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 ��� 7. I 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 8. I 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. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem 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 10. I 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.myforidalicense.com /dbpr /pro /cilbfindex.html Initial 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: w Initial j it—`- 12. I 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 retumed 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 0 day of A 4—I L— , 20 l� By 11\1 A Cif -( who was p Produced there License or grt/r� OWNER rsonally -known e or who has 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -4 -12 -705 Issue Date: Not Issued Explres:NOt Issued Folio Number:1132060132930 Owner's Name: JON & CYNTHIA KAWACHIKA Job Address: 179 94 Street Miami Shores, FL 33138- Owner's Phone: (305)758 -0927 Total Square Feet: 120 Total Job Valuation: $ 2,000.00 Contractor(s) Phone Primary Contractor HOME OWNER Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 4/20/2012 : Yes Comments: es NOTE, 745TALL ANICH0e5FECt MANUFACTURERS REOIXREIVENT5 9116' GALVANIZED CARLE TIE GOWN ENGINfNG PART 451556 (OR EOUVALENT). TIGHTEN TO 500195 OP TENSOR MtNUTE MAN MMA-18 OR EQUAL V1 5/8' 91M?SON TTVI OR WEDGE -ALL meet O 3' MIN. INSTALL A MINIMUM OP 4' PROM StA8 EDGE. Details for Concrete Instaliatlons (2) - 5AP50N T13° 0 14' O.C. (130010) OR'SPe44" 0 I Q O.C. (I 50• i 60ntfi) AND (I ) l i2'r4' LAG ow- TNRU BASE PLATE 518' 044. Tt1RU BOLT ai1TH r WA5MR. 4449 GALVANIZED OR NOWVAte?R 140 MP71 W50 202E 5/8.014..8 40' GRDUNG ANGMOFt WITH 94NGIF 6' HPJil (MODEL 6550601 ?OR 5014 CUA59 130 AND 150 MPH W120 ZONE: OiA. X 48' GROUND M4040F WITH SINGLE 6' HELM (MODEL 455065) I'OR 50R CLABB 3 160 MPH WIND Z SEE GENERAL NOTE 110 (5EE CHART FOR QUAN'(ITTES) Details for Masonry Block Installations fct7raa; 2 1 26 BLOM, 0 0FOR TM) 807.7 ATTACHMENT. s" a711 " -? w (2) • SIMPSON'415' 12 4 4' 0.C. t 130m0I4 OR °5Pti4° 47 P 6' O.G. (450 - I GOmph) ANO ) LAG BOLT TTIRIJ 84.58 P•iATE 516' CIA. THRU BOLT WITH 2' WA5.28R. 4449 GALVANIZED OR EQU4VAL2INT 081. 266 51002/20 RPaJ e° 8014 THRU 301.7 ATTA 10 MPH WINO ZONE - 5(8' OIAM.. X W3WW= 4)741 511404.8 6' 4184)2 4UCOEL 455060) FOR 5041 CLASS 3 130 ANO 150 MPH woo 5/4'0 .. WITH 54146(8 6 *1&4. (.MODEL 459065) FOR 501 QA95 3 i 6O MPH WIND ZONE Ste GENERAL NOTE 610 (588 Ci1ART FOR 04)4.2TITIE5) GENERAL NOTES ! . 02546N FOR MIN 2.500 P54 CONCR2Tt 2. 411 maw ANCHORS MUST 4APET THE M1N•MUM WOWING LOAD or 3150 4.. 4140 AN ULTIMATE 1040 or 4725 5@. 3. r2UCAL ANCHORS PJR 1 C4Omp■ WINO ZONES MUST MEE: A ielRetMLIM. Wol w; LOAD OF 34034 e.e. AND AN iH.TIM'48 LOAD OF 5200 Lies, 4, AYCHOn) MU5T 52 1294ALU80 TO MANUPACTUk8R5 R8CORMO•r/ATION55. ANY BENOIP!G OR OAMAG4 C40580 VITA 14450 11ATION 141 VO40 ANCHOR AND N.U5T 84.` Dr3C44080. 5. CONTRACTOR 511A14 144511 THE 511E AND r>IOROW0I1LY P.A4.6 JA2i2°. THEMSEJ 74111 EX15T0NC CON0nTSON5. COM-RaC.02 t5 R8S 025!5_E FOR MEELNG 504 OA<..5I 041102 i=0it'323116 4i5yt'.".JLL ANO2(. R5. 6. ONE 4NC110R StIAIL 93P PL4CE9 AT EACH 84)10420 CORNER WITHIN i 2' OF CORNER 7. ANY 28.OU4REO INTER4804ATE ANCt1025 217444 8E PLACED EQUAL OLSTAM02S APART t204M EAOi OTHER. ANP1C111. MUST SE IN THE 541E 5041 LLA53 !N 4H4CH The LOAD R80U1R48ME'4TS WERE S81. 9.. 05.2 TtE -DOWN ENCINE2RING (OR COMPARABLE) 4/? x 30 MOUND ANCHOR WITH SINGLE 4' tiE.114 02.518' DIA. X 40' AND 48' 6204.00 ANCHOR LVITH Waif. 6' 14812 .0. FOR Cave, 20529 4)88 TIE -0041414 Estaltemaz (OR COMPARAIEREi MODEL P 59050 314' DAM. a 36' W1Th A 000518 4' HELIX (USE IN 5011. CLA55E5 Z) 02 1800214 5925C 5.0. two. e 30 114TH A 6' HELIX AND A 4' HELIX (USE IN 5041. 0.A5525 3444 P L . T85T20 5O4 CAPACITY POR TIE DOOM i /2'2 30' ANCHOR •• 500 PT . U3. 12. TPST'.0 501 CAPAQTP FOR TIE DOWN 540'x40 ANCIRRi m 375 FT. U3 4 3. iPLTAL1A1TON of' 141E ANCHORS MU51 FRET ALL AT REQUIREMENTS AS 5PEC48480 OY 712 DOW'1 ENGINEERING, INC TO INCLU62 REOUIREMZNT91N5 FOR 51i0426 AND 5448 5 ,etC4P!C 501:. CONDITrON5 14. MAXIMUM 5TRIJC141RE 118(041( 5 1 2 P'u.T 5. NUMBER OF ANLHOR5 U5T801N ANO-OR 5CH20ULE AXE 718 MINIMUV 21814ier' NUM7R Oa ANCHORS TO RUN 001/5 EACH 92818 WALL (ore TOTAL. NU18ER OP ANCHORS 2884 i:RE0 PER SUtUD44G *LARD 5E 22 THE WJNAB2R LISTED 111 THE 90'484472) DESIGN PARAMETERS I. ! N0 0E9!G 1 PER ASCE 7-10 2. DESIGN W1N0 SPEED - I IOW's 130•PH - i 50 MPH • 16J MLR( 3. 01,10 06'090142 CATEGORY. C 4. WIND 1.0'ORTANCE FACTOR 1.0 s ENO09uRE QA551F1CATION: EHCL''J 0 6. )2548 MP3T5 INTERNATIONAL WADING COLE 2009 4 Ftf)R4:A BUILDING WOE 2010. SOIL CIA-55 DESCRIPTIONS: 34.1409, COARSE GRAb:1, COWES, P11.8107d7EC 91t.15 cave..., AND COARL, A T2T PROBE TOPCNE VALUE air 5504 ros.n 501 CAW: 3 - MEO+UM Met COARSE 57105 5A4N477 GRAVP.i.5 VER8 5Ti?: 5,175 Av0 CLAes. A TEST meet TORQUE VA-it OF 350.5505+ --m -"s, sAC 025461420 Po*: LARK BUILDERS 405 44CR5ON 9TR84 T VIDALIA, GA. 30474 PRO:E:T NUML'2R- 1 2`4224 7nd. 20 4 2 `r. I►Jj. uleal mmimmmmimmaitiaa mmmlimmysimmummum wumammimmimmommmm mm...mammomincimm mmmilummelmommumm mmimwommomicanmm malormiummatmmmm mmiL at milmmuE.ilm MMIIr7ElE7El ICARCUANIUMMMEMICIRM inCillnEMMAIWMIDIEWIM MIL '.' WARE'MEMO WEAMISOMEMMMICOMMIMM MEASEEMIWMWEIMUSENEE 105111=21WWWWENEWUREN IMMENEMMMMIEWOCIMI iii 204. i 311t EiEWE7 KOMMAIMMMMOMBEIM ttiL5111 IMtlnilln Kin111WWMIMMUlalUal IMO aue il'tOEi[7�0 764' i i i EIE.IEIE/ som 1Ca' INEVAMMIUMEIMMEll =lime do' MMIENEail7n 2a4' e4' t E01 EI ElEI IEZI 24' INLINIEMIUM mmimmiummaimmn E" atmmmmimmmm mmimmeammiommomm mmimmmammmimmn 'maindnm muommommummimmm mmmmmamsmoimin muimmommommumum mmimmilmmum iilrlcisnnnrs mmmvimmimmmunics mm SSC UnQ mm Elltn[=E3[7 mm ummmum i; i1t IiumEiao tifinQE7El: i al iilammominnn mmimmomwormunialm mom mmommunnum man 4t7dP wassammummn Immommommum immommmumm 17.8' •1•3° 184' 424' 4' Haney Associates, Inc. Engineering 84: Construction Planning PA H= 3446.* M4L . &C• 121680 • PM= 864•6144348 ARM 864.044306 GENERAL NOTES 1. DESIGN FOR. MIN 2,500 F51 CONCRETE 2. ALL HEUX ANCHORS MUST MFf THE MINIMUM WORKING LOAD OF 3150 tbs. AND AN ULTU LATE LOAD OF 4725 lbs. 3. HELICAL ANCHORS FOR I GOniph WIND ZONES MUST MEET A MINIMUM WORKING LOAD OF 3484 tbs. AND AN ULTIMATE LOAD OF 5200 tbs. 4. ANCHORS MUST BE INSTALLED TO MANUFACTURERS RECOMMeNDATI0N5. ANY BENDING OR DAMAGE CAUSED UPON INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED. 5. CONTRACTOR SHALL VJ5IT THE 9tre AND THOROUGHLY FAMIUARIZE TIIEM°SeLF WITH EXISTING CONDITIONS. CONTRACTOR 15 RESPONSIBLE FOR MEETING SO11. CLASSIFICATION FOR SIZING HELICAL ANCHORS. G. ONE ANCHOR SMALL BE PLACED AT EACH BUILDING CORNER WITHIN 12' OF CORNER 7. ANY REQUIRED INTERMEDIATE ANCHORS 5HAU. 1.5E PLACED EQUAL DI5TANCES APART FROM EACH OTHER. 8. THE ANCHOR MUST BE IN THE 51TE 5011. CLA55 IN WHICH THE t.OAD REQUIR MD1T5 WERC SET. 9. USE TIE -DOWN ENGINEERING (OR COMPARABLE) 1/2' X 30' GROUND ANCHOR Wins .SINGLE 4' iieWI OR 5/8' DIA. X 40" AND 48° GROUND ANCHOR WITH 5INGLf G' HELIX 10. FOR I GOmph WIND ZONFS U5f_ TIE -DOWN ENGINEERING (OR COMPARABLE) MODEL rP 53090 3/4' DAM. x 36' WITH A DOUBLE 4' HELIX (USE IN SOIL CLASSES 2) OR. MODEL 1 59250 518' DAM.:e 30' WITH A G' HELIX AND A 4' HELIX (U5f IN 5011. CLASSES 344) 1 1. T155TED 5011 CAPACITY FOR TIE DOWN 1/2° X 30' ANCHOR = 500 FT . LB. 12. TESTED 5011. CAPACITY FOR TIE DOWN 5/8" X 40' ANCHOR 375 FT. LB 13. INSTALLATION OF THE ANCHORS MUST MEET AU. AT REQUIREMENTS AS SPECIFIED BY Tie DOWN ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND SITE SPECIFIC 5011. CONDfON5 14. MAXIMlM STRUCTURE HEIGHT 15 12 FEET 15. NUMBER OF ANCHORS USTED IN ANCHOR 5CtiEDUI.E ARE THE MINIMUM REQUIRED NUMBER OF ANCHORS TO RUN DOWN EACH SIDE WALL ONE TOTAL NUMBER OF ANCHORS REQUIRED PER BUILDING WOULD BE 2X THE NUMBER usrep IN THE 901E PULE) DESIGN PARAMETERS 1. WIND DESIGN PER A5CE 7 -10 2. DESIGN tMIND SPEED -1 1 0011 i 301011 -150 MPH - I GO MPH 3. WINDSURe CATEGORY: G 4. WIND IMPORTANCE FACTOR 1.0 5. ENCLOSURE CLA551FtCAT10N: ENCLOSED G. DEIGN MEETS INTERNATIONAL BUILDING CODE 2009 4 FLORIDA BUILDING CQDe 2010 SOIL CLASS DESCRJPTIONS: 351171X35779EATEMEWITYBEZENEFEED 5AND5, COARSE GRAVEL, COBBies, FRELOADED SILTS, CLAYS AND COARL. A TEST PROBE: TORQUE VALUE OF 550+Ibs -an 500. CLA95 3 - MEDIUM DIX% COARSE 5AND5 SANDY GRAVELS VERY STIFF 5ILT5 AND CLAYS. A TE5T PROBE TORQUE VALUE OF 350- 550Ibs -'n DESIGNED FOR: LARK BUILDERS 409 DICKSON STREET VIDAUA, GA. 30474 PROJECT NUMBER: 12EN224 DATE: March 27n4, 2012 Sammy MO* Um 0-0' 1W4' 1 041' 12'-0' 1 CO VC I 8'41" 1041' 8'41' 12'4' 1 6'.8' 1441' 8'4' 18'41' i 1041' 1041' 1 1041' 12'r I 1041` 140' ; 1p-0` 18'41' 7 1041' 2041' 104' 24'4' 10-0' 3041' 11'4' 174' 11'4' ` 1441 11'-0' 111.'41' 11'-0' 20''z 11'0 24'4' ' 11'41' 30-0' ; 11'4' 31,47 . 11'4' 40'4' 11'4' 12'41' 4 11'.8 14'46 11'4' 18'4' 4 11'-W 20-0" 4 11'$ 244' * 4 11'e ago i 11'4' SB'.0' 1 11'0 40'4' 1 11141 44'41" 11,E 4 13'4' 14'4'_ 134" 144' r 134' 20'4' 1 1341' 140' 13'4" ' 30'4' I 12'41' WO 4 131-0' 404' 134' .,.44'4' I 1341' W i 134' 144' 4 13'-9• 18'41' 1 1314' 2474' 131$' 244' 1 13'4' WV' 134" 33.0' 4 10.8" 40'-0" i 134 444' saw _ Haney Ass Engineering 8c Co P.O Beu 34S, Shr hi*, S.C. .a : -J NOTES: CERTIFICATION: 1. UNLESS OTHERWISE NOTED FIELD MEASUREMENTS ARE IN AGREEMENT WITH RECORD MEASUREMENTS. 2. BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF N/A 3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR OWNERSHIP, RIGHTS -OF -WAY, EASEMENTS, OR OTHER MATTERS OF RECORDS BY ACCURATE LAND SURVEYORS, INC. 4. OWNERSHIP OF FENCES AND WALLS IF ANY NOT DETERMINED. 5. THIS DRAWING IS THE PROPERTY OF ACCURATE LAND SURVEYORS, INC. AND SHAD. NOT BE USED OR REPRODUCTED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. 6. THIS SURVEY CONSISTS OF A MAP AND TEXT REPORT. ONE IS NOT VAUD WITHOUT THE OTHER. 7. THIS SURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CERTIFIED HEREON. TO BE VAUD ONE YEAR FROM THE DATE OF SURVEY AS SHOWN.t 8. THIS SURVEY WAS MADE FOR MORTGAGE AND TITLE PURPOSES ONLY AND SHOULD NOT BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND HAVE SET OR FOUND MONUMENTS AS INDICATED ON THIS SKETCH AND THAT SAID ABOVE GROUND SURVEY AND SKETCH ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BEUEF. I FURTHER CERTIFY THAT THIS SURVEY MEETS MINIMUM TECHNICAL STANDARDS UNDER RULE 5J -17 ADOPTED BY THE FLORIDA BOARD OF LAND SURVEYORS, OCTOBER 1ST, 2009. i 7 E A 5 N NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA AND MAPPER REVISIONS DATE BY ROBERT L THOMPSON (PRESIDENT) PROFESSIONAL SURVEYOR AND MAPPER No.3869 - STATE OF FLORIDA —.•-•* UPDATE SURVEY SU -11 -0406 02 -18 -11 ALIT DATE OF SURVEY 07 -27 -98 DRAWN BY S.V. CHECKED BY S.V. 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MOTS l lZ >43018 ZZ 101 03M3A03 ONINMV NfNIWf11V • .95'21 33N3d HNf1NIVHO ,4 9L'f '0I ON x 3dld NOM ,,z/1 ONf10d •• 1iVHdSV ,8 •• 310d I3MOd Z•bt' I. -Z9L (KO 'XM.k Wfr' L -Z9L (K6) 131 I Z d0 Z 133HS I g£9£# '8"1 09 0 £..1�R101J '0NI `Sdb 3lNnS aNYl �.ddn00d 19 0N A - I IL '3 Os« Ltd.‘-k- ,2 -S ermit o: 12 -705 Job Name: April 24, 2012 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet Provide approval from Miami Dade County Health Dept. (DOH /HRS) The plans provided must be DCA approved or they must be site specific.These plans are not approved by the state. 3)/'Vhe foundation plan is not signed and sealed. The plans must show the size of the structure being proposed including the height. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plansand replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 160 mph -Metal Lapsider Box Eave Shed Master Plan GENERAL NOTES: I . THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE * 2010 FLORIDA BUILDING CODE. WIND LOADING DESIGNED IN ACCORDANCE WITH THE ASCE - 7- 10. 2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME OF MANUFACTURE. 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSION. 4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. 5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: FLOOR JOISTS- 2x4 5.Y.P. #2 -(12- 1 5% MOISTURE CONTENT) 2x6 5.Y.P. #2 -(12- 1 5% MOISTURE CONTENT) 2x8 5.Y.P. #2 -( 12- 1 5% MOISTURE CONTENT) G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: SKIDS, FLOOR JOISTS AND 3/4" T*G FLOOR SHEATHING 7. TRUSS DESIGNED TO SUPPORT D.L. +L.L. =30 P.S.F. 8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION APPROVAL. 9. ALL ALUMINUM TO BE 3005 -3105 ALLOY WITH 32,000 PSI MINIMUM YIELD STRENGTH. 10. ROOF SLOPE SHALL BE 3: 12 WHEN SHINGLES ARE APPLIED, SEE FBC 1 507.2 FOR. SHINGLE REQUIREMENTS. ROOF SLOPE FOR METAL ROOFS SHALL MEET MANUFACTURER'S RECOMMENDATIONS. 1 1. ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. 12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 1 507.2.8 OF THE F.B.C. 2010 13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE LOCAL CODES AND THI515 NOT A FOUNDATION DESIGN. 14, BUILDING IS CLASSIFIED AS TYPE "5" (STORAGE) 15. ALUMINUM WINDOWS - TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. I G. ALL FASTENERS INTO P.T. WOOD SHALL BE HOT DIPPED GALVANIZED FASTENERS. 17. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT FIELD PERFORMANCE CONDITIONS. 18. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR HAZARDOUS MATERIAL. 20. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, MASA AWMINUM, 4" LAP ALUMINUM, 5/8" P.T. T I -1 1 SIDING, VINYL SIDING WITH ENERGY BRACE BACKER, HARD! BOARD, STEEL SIDING AND "PLEKO" STUCCO ON 5/8" DENSE GLASS GOLD AND POLYCARBONATE GREENHOUSE PANELS 2 I . ALL DOORS SHALL DE ABLE TO BE OPENED FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY. Lark Builders 409 Dixon Street Vidalia, GA 30474 Sheet Index S1.0 Cover - General & Design Notes Electrical & General Floor Plan -.. S1.1 S1.2 _ Skids & Floor Framing Plan S1.3 Skid and Floor Framing Details S1.4 Openings Schedule & Framing S1.5 Roof Framing & Schedule S1.6 Typical Frame Section Details S1.7 End Wall Frame Options GENERAL NOTES CONTINUED: 22. DOOR SHALL BE 2 I/4" x I I / 16" ALUMINUM EXTRUDED FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM TRIM. DOOR ATTACHED TO VERTICAL 2x4. 23. OPTIONAL DOORS INCLUDE DOUBLE AWMINUM DOORS, GARAGE DOORS, GO" x 72" ALUMINUM DOOR, 32" AND 48" SINGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. 24. PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES MAY BE USED INSTEAD OF DOORS LISTED ABOVE 25. MAXIMUM WALL HEIGHT TO BE 8' -0" 26. ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED FOR EQUIVALENT OR. GREATER PRODUCT. 27. ALL BUILDINGS (EXCEPT THOSE IN USE AS AN ACCESSORY BUILDING FOR A ONE OR. TWO FAMILY DWELLING UNDER. 400511.ft:.) MUST HAVE ATLEAST ( I ) 32"x80" (MIN.) DOOR. 28. ROOF FRAMING AND WALL FRAMING TO BE 3Y" METAL STUDS SPACED AT A MAXIMUM OF 24" O.C. DESIGN PARAMETERS: (111P-GABLE ROOF) [WIND DESIGN PER ASCE 7-10, SEISMIC DESIGN PER MSC 341 -05] I . WIND VELOCITY: I GOmph 2. WIND IMPORTANCE FACTOR.: 1.0 3. WIND EXPOSURE: C 4. INT. PRESSURE COEFFICIENT: 0.18 ± 5. ENCLOSURE CLASSIFICATION: ENCLOSED G. COMPONENTS AND CLADDING: -ROOF LOAD (ZONE # I ): -ROOF LOAD (ZONE #2): -ROOF LOAD (ZONE #3): -WALL LOAD (ZONE #4): -WALL LOAD (ZONE #5): -WALL LOAD (ZONE #4$#5): +2I .4/ -43.8 PSF +2I.4/ -61.7 P5F +21.4/ -97.4 P5F +45.5/ -49.8 P5F +46.3/ -58.5 PSF +45.9/ -54.2 PSF Data APprwed DI 13 1Z Modular BWdtry� Pia Ap-roval Stamps: Pin o.1 Z i, - L. i>iwloci� Pxtmtner k�ltla Carttf'1�,9ii' r :• Mud sniping en file at NDMtnedquarims World» gas egerttlbr fit PR Thess Pmts cemph► wllh' ie FloridaMenutactureid Act and adopted Codoa rd Adhere to the tottowIIVttaria: Occupancy_,-„ Atlowehle a floors MP?d t. a h o , t? 3 ti � %j..� . t FkototMting et �� xa lrels Aw Floa trOm he pequW wo► Iwo+. t aav of P 0 t 7. FLOOR DESIGN LIVE LOAD: 125 PSF 8. FLOOR. DESIGN DEAD LOAD: 12 PSF 9. ROOF DESIGN LIVE LOAD: 20 PSF 10. ROOF DESIGN DEAD LOAD: SELF WEIGHT I I . WALL DESIGN LOAD: 8 PSF 12. COMBINATION LOADS: AS PER ASCE 7- I 0 13. SEISMIC USE GROUP: 14. BUILDING CATEGORY: 15. BUILDING OCCUPANCY: STORAGE - NON HABITABLE I G. CONSTRUCTION TYPE: V13 17. ALLOWABLE FLOORS: T 18. EXTERIOR WALL FIRE RATING: 0 19. DESIGN OVERHANG: 8 INCH 20. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 t FLORIDA BUILDING CODE 20I 0 21. THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE FOLLOWING CODES: -2010 FLORIDA BUILDING CODE -20I 0 FLORIDA MECHANICAL CODE -2010 FLORIDA PLUMBING CODE -20 12 FLORIDA ACCESSIBILITY CODE -2009 INTERNATIONAL BUILDING CODE THESE BUILDINGS ARE EXEMPT FROM THE THE 2010 FBC ENERGY CODE IN ACCORDANCE WITH 10I .5.2 SITE INSTALLED ITEMS: 1. THE COMPLETE FOUNDATION SUPPORT AND TIE -DOWN SYSTEM. 2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING. 3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS) TO THE BUILDING. 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 20 I 0 1503 AND R3 18.6 NOTE: T1115 UST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. Construction 'type State t..14e NDI "APPROVED" DOCUMENT ollol/ la Haney Associates, Inc. Engineering & Construction Planning P.Q. Box 3d, Six Mlle, &C. 2966E - Phones864416 -7600 These Plans Were Designed in Accordance with the 2010 Florida Building Code for a Wind Speed of 1 GO m.p.h. Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Designed By: Project No. O.R.H. 12EN224 Checked By: Date: C.L.A. 04/09/12 ELECTRICAL NOTES: 1. WHEN AIR CONDITIONING 15 INSTALLED IN THIS BUILDING, IT SHALL BE THE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL CONTRACTOR TO VERIFY WIRE AND BREAKER 51ZES 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 SOLID COPPER INSULATED GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN DISTRIBUTION PANEL 4. EQUIPMENT GROUND BAR iN MAIN DISTRIBUTION PANEL 15 TO BE GROUNDED TO MINIMUM I O' -O" COPPER CLAD EARTH DRIVEN ROD WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. 5. ALL CONDUIT TERMINATION'S OF I" OR LARGER ARE TO HAVE PLASTIC INSULATED BUSHINGS. G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC), LIFE SAFETY CODE (NFPA 10 1), LATEST EDITIONS. 7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED "OFF" POSITION THAT 15 PART OF THE HVAC EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS ONLY WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SEC. I 10-9 OF THE NEC BY A LOCAL ELECTRICAL CONSULTANT. 9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO BUILDING (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, SUBJECT TO LOCAL JURISDICTION APPROVAL. 10. ALL WIRES TO SWITCHES AND OUTLETS TO BE # 12 AWG THIN AND WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA 70, NATIONAL ELECTRICAL CODE. I I . ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH ARTICLE 12 1 0.8(A)(2) NEC -08. Electrical Symbol Key it GFCI Duplex Receptacle 120V 10 - Incandescent Light w/ (1).60w Bulb LJJ Junction Box $ Switch WP $R Weatherproof Switch wl Receptacle Outlet 120v 10 Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, Six Mlle, S.C. 29682 - Phone:864- 646 -7600 WINDOW HEIGHT, LOCATION AND QUANTITY MAY VARY AND ARE OPTIONAL 5' MAX. 24" 4 MAX. 32" MIN., GO" MAX. WIDTH BY G'-8" HEIGHT DOOR, LOCATION MAY VARY. Approval Stamps: t .2 i4 6 SEE VARIOUS END • WALL FRAMING SECTIONS FOR WALL AND WINDOW FRAMING. �. P.T. 3/4" TTG FLOOR SHEATHING 3y" METAL STUDS SPACED AT 24" O.C. MAX. SEE VARIOUS END WALL FRAMING SECTIONS FOR WALL AND DOOR FRAMING. r r OPTIONAL ELECTRIC TO -.1 WP EACH UNIT FIELD CONNECTED FROM EXISTING POWER. SOURCE TO UNIT 32" MIN., GO" MAX. WIDTH BY G' -8" HEIGHT DOOR, LOCATION MAY VARY. 50' -O" MAXIMUM BUILDING LENGTH NOTES: • ALL ELECTRICAL EQUIPMENT SHOWN 5 OPTIONAL AND LOCATIONS MAY VARY. These Plans Were Designed in Accordance with the 2010 Florida Building Code for a Wind Speed of I GO m.p.h. Typical floor Plan SCALE: J/4 " =1' -0" 41\----iingle Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Designed By: Project No. O.R.H. 12EN224 Checked By: Date: C.L.A. 04/09/12 NDI ".APPROVED" DOCUMENT O0f1O1/ 1a Sheet Number: 2 of 7 SKID LAYOUT AND FLOOR FRAMING SCHEDULE 125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid) Width Joist Size &Spacing A B Width, 6' -0" 8' -0" 10' -0" Joist Size &Spacing A B 24" 6' -0" g' -0" 2x4's @ 16" O,C., Max. ~2x6's ( 16" O.C., Max. 15" 18" 42" 60" 2x4's x(.,,7_16" O.C., Max. 12" 2x6's�a©316" O.C., Max. 16" 20" 22" 32" 40" 44" 10' -0" 2x6's @ 16" O.C., Max. 24" 72" 2x6's @ 16" O.C., Max. 2x6's @ 16" O.C., Max. 11' -0" 2x6's @ 16" O.C., Max. 24" 84" 11' -0" 11' -8" 2x6's @ 16" O.C., Max. 28" 84" 11' -8" 2x6's @ 16" O.C., Max. _24" 26" 28" 46" 52" 56" -0 13' " 2x8's @ 16" O.C., Max. 36" 84" 84" 13' -0" 13' -8" 2x8's @ 16" O.C., Max. 2x8's @ 16" O.C., Max.1 13' -8" 2x8's @ 16" O.C., Max. 40" NOTES: • FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER. FBC 2304.9. I AND TABLE 2304.9. I UNLESS OTHERWISE SPECIFIED. • ALL SKIDS ARE P.T. -4x6 S.Y.P. #2 OR (2)- P.T. -2x6 S.Y.P. #2 • G' -0" WIDE UNITS MAY USE 2x4 5.Y.P. #3 JOISTS • ALL JOISTS ARE TO BE P.T.- 5.Y.P. #2 P.T. SIDE RAIL TO MATCH JOIST SIZE, SEE FRAMING SCHEDULE FOR SIZES. 5EE SCHEDULE FOR JOIST SIZE P.T. -4x6 S.Y.P. #2 or (2)- P.T. -2x6 S.Y.P. #2 SKIDS 50' -0" MAXIMUM BUILDING LENGTH L 4' -0" or 6' -0" Optional Porc} Typical 2 Skid Floor Framing Plan SCALE: I/4 "= I' -0" SI=P SCHEDULE FOR JOIST SIZE IlAti nBa SEE SCHEDULE FOR JOIST SIZE "A" HBO HH P.T. SIDE RAIL TO MATCH JOIST SIZE, SEE FRAMING SCHEDULE FOR SIZES. P13 Approved By Approval Stamps: Ho No, 2a%1 Madid&r Building SEE SCHEDULE FOR JOIST SIZE T P.T. -4x6 S.Y.P. #2 or (2) -P.T. -2x6 5.Y.P. #2 SKIDS 50' -0" MAXIMUM BUILDING LENGTH L4' -O" or 6' -O" Optional Porch Typical 3 5kld Floor Framing Plan SCALE: I/4 "= I'-0" 'Maul L. Sifietk Miner FIor1d, CartWcate y.M" .. ND1 ",APPROVED" OCUM lIT of joy/,, i Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, Six Mile, S.C. 2968E - Phone:864 -646 -7600 These Plans Were Designed in Accordance with the 2010 Florida Building Code for a Wind Speed of I GO m.p.h. Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Designed By: Project No. O.R.H. 12EN224 Checked By: Date: C.L.A. 04/09/12 Sheet Number: S1.2 3 of 7 SEE FRAMING SCHEDULE FOR JOIST SIZE SKIDS MAY BE P.T. -4x6 5.Y.P. #2 OR (2)- P.T. -2x6 5.Y.P. #2 SENCO F.28 (OR EQUAL) NAILS AT 1 2° O.C., ROWS SHALL BE I.5" FROM EDGE, STAGGER ROWS G" FOR (2) -P.T.- S.Y.P. -2x6's SKIDS, START PATTERN WITHIN 6° OF EACH END OF SIVO NOTCH SKIDS I /2 °x Iy2° FOR EACH FLOOR JOIST SKID$FLOOR FRAMING DETAIL SCALE: 3/4' =1'-O' SKIDS MAY BE P.T. -4x6 S.Y.P. #2 OR (2)- P.T. -2x6 5.Y.P. #2 ATTACH JOIST TO SKID WITH 5/1 6"x4" LAG SCREW OR (2) SIMPSON 11-3 (OR EQUAL) AT EACH END OF JOIST, SEE FRAMING SCHEDULE FOR SIZE. NOTE: ATTACH END JOISTS TO SKID WITH (2)-5/1 6"x4" LAG SCREWS [OR (4) -0. 13 I x4° GUN NAILS] AND A SIMPSON 11-3 [OR EQUAL] AT EACH END Of JOIST. TYPICAL SKID TO OI5T ONNECTION DETAI 0' ATTACH EACH STUD TO SOLE PLATE WITH (2) # I 0 SELF DRILLING GRABBER SCREWS ( I ) INTO EACH FLANGE. 34° - 201.9. METAL WALL STUDS 5EE PLAN VIEW FOR SPACING 3Y" - 20c3a. METAL SOLE PLATE, CONTINOUS WI 5/1 Ox4" LAGS AT 16" O.C., Max. P.T. 3/4" T$G FLOOR SHEATHING r 2x4 BLOCKING BETWEEN SKIDS, FASTEN WI (2)-0. 1 20°x3" NAILS AT 12° O.C., STAGGERED. J 2x BLOCKING BETWEEN SKIDS, FASTEN TO END1 _ JOIST W/ (3)-0. 1 20"x3" I NAILS AT I Z "O.C. EACI-I-I SIDE, STAGGERED. END JOIST FRAMING DETAIL SCALE: I.5' =1' -O' P.T. -4x6 S.Y.P. #2 SKIDS ..°4411211. 10 r OSP'. (2) -P.T. -2x6 5.Y.P. #2 SKIDS Data ?Approved By Modeler build P1 Approval Stamps: .( Plan No,1ZeW 7 m (.1,efil. 12" LAP SPLICE FASTENED W/ (6) -5/ 1 6"x4" LAGS (OUTER FACE), (3)-5/1 6"x4" LAGS (INNER FACE), (9) LAG SCREWS TOTAL 3 "x6" SPUCE PLATE ON 3 of 4 SIDES OF JOINT, FASTEN EACH PLATE W/ (5) -SENCO K28 (OR EQUAL) NAILS EACH SIDE. AL SKID SPLICING DETAI I' -0 Haney Associates, Inc. Engineering & Construction Planning P.O. Boa 348, Six Mlle, S.C. 29682 - Phone:864.646 -7608 These Plans Were Designed in Accordance with the 2010 Ftorlda Dullding Code for a Wind peed of 1 G m.p.h. Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 bard L Bullock Examiner C®ritficatt ;t...,".• • NDl "APPROVED" OVED" DOCUMENT (Moilia Designed By: Project No. O.R.H. 12EN224 Checked By: Date: C.L.A. 04/09/12 Sheet Number: ROOF FRAMING SCHEDULE Wall Framing at 24" o.c., Max. Width Rafter and Brace Size and Spacing: 6' -0" ASIS SSMA S 350S162 -43 @ 24" O.C. Max. 8' -0" [ ASIS SSMA S 350S162 -43 © 24" O.C. Max. 10' -0" ASIS SSMA S 350S162 -43 @ 24" Q.C. Max. 11' -0" ASIS SSMA S 350S162 -43 6 24" O.C. Max. 11' -8" ASIS SSMA S 3505162 -43 @-24" O.C. Max. 13' -0" ASIS SSMA S1508162-43 @ 24" O.C. Max. 13' -8" ASIS SSMAS 3505162 -43 @ 24" O.C. Max. VARIE5, 6 -O to 131 -8' SCHEDULE AND ROOF FRAMING NOTES: • ROOF FRAMING SHALL BE SPACED TO LINE UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD TRANSFER AND STRAPPING. • ROOF DRAINAGE SHALL COMPLY WTTH F.B.C. 20I 0 1503 AND R3 1 8.G • FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER FBC 2304.9. I AND TABLE 2304.9. I UNLESS OTHERWISE SPECIFIED. • RIDGE MAY RUN IN THE SHORT DIRECTION 'TURNAROUND" OR "VAULTED" STYLE WITH A MAXIMUM GABLE END OF 30 -0" AND SIDE WALLS THAT VARY G' -0" TO 13' -8" OR. THE LONG DIRECTION "STANDARD" WITH GABLE ENDS THAT VARY G-0" 10 13' -8" WTTH A MAXIMUM SIDE WALL LENGTH OF 50` --0 ". • ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10- I Gx 1 TEKS PANHEAD SCREWS WITH #3 DRILL POINT AT G" O.C. 50' -0" MAXIMUM BUILDING LENGTH - 30'-O" MAX. FOR VAULTED ROOF Typical Roof Framing Plan SCALE: I /4 "= I ' -0" oats.- •LI /131ty Approved 13y ) Approval Stamps__ 11 Modular Uulidlas Plods " - 2Oga. METAL RAFTERS AND BRACING, SPACED AT 24" 0.C., MAX. LINE. UP RAFTERS TO LAND ON WALL STUDS FOR LOAD TRANSFER Pion No n'M 2440414,1 d L *Walk nilaer Florlda Cart1eatk • Y V l "APPROVED" DOCUMENT oM /ol/ia Laney Associates, Inc. Engineering As Construction Planning P.O. Box 348, Six Mlle, S.C. 29682 - Phone:864- 64646Uo These Plans Were Designed In Accordance with the 2010 Florida Building Code for a Wind Speed of I GO m.p.h. Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Designed By: Project No. O.R.H. 12EN224 Checked By: Date: C.L.A. 04/09/12 Sheet Number: S1.4 5 of 7 , . ,. . . I Vaulted Ridge �� 50' -0" MAXIMUM BUILDING LENGTH - 30'-O" MAX. FOR VAULTED ROOF Typical Roof Framing Plan SCALE: I /4 "= I ' -0" oats.- •LI /131ty Approved 13y ) Approval Stamps__ 11 Modular Uulidlas Plods " - 2Oga. METAL RAFTERS AND BRACING, SPACED AT 24" 0.C., MAX. LINE. UP RAFTERS TO LAND ON WALL STUDS FOR LOAD TRANSFER Pion No n'M 2440414,1 d L *Walk nilaer Florlda Cart1eatk • Y V l "APPROVED" DOCUMENT oM /ol/ia Laney Associates, Inc. Engineering As Construction Planning P.O. Box 348, Six Mlle, S.C. 29682 - Phone:864- 64646Uo These Plans Were Designed In Accordance with the 2010 Florida Building Code for a Wind Speed of I GO m.p.h. Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Designed By: Project No. O.R.H. 12EN224 Checked By: Date: C.L.A. 04/09/12 Sheet Number: S1.4 5 of 7 2 1/2" x 1/2" CORRUGATED ROOF PANELS FASTENED WITH I /4 " -14 x 3/4" HWH TRAXX/ I AT G" O.C. G' -G" STANDARD OPT. 71 -0II OR 81 -0" 3Y2' -20 a. METAL COLLAR TIE, 4' -O" LONG, ATTACH W/ (2) #10 SELF DRILLING GRABBER SCREWS EACH SIDE SEE ROOF FRAMING SCHEDULE FOR RAFTERS SEE ROOF FRAMING SCHEDULE FOR FASTENING REQUIREMENTS SEE 5 I .2 FOR SKID AND FLOOR FRAMING VARIES, G' -0" to 131-8" Typical Frame Section SCALE: I /4 " =1' -0" 3%2 " -20ga. METAL STUDS SPACED AT 24" 0.C. MAX. 3%2' -20ga. METAL BRACE AT 3' -0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/ (2) # I 0 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE 2 1/2" x 1/2" CORRUGATED PANELS (FASTENED W/ #8 x 1Y" WOOD SCREW AT G" O.C. (OR EQUAL) SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SIZES AND SPACING 2" -20ga. METAL STUDS SPACED AT 24" O.C. MAX. ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10- I Gx 1 TEKS PANHEAD SCREWS WITH #3 DRILL POINT AT G" O.C. AN •PTION DETAIL Irate A 3ProVed By Approval Stamps: /3 Ix Modular lielldLRg Plane ATTACH ROOF FRAMING TO TOP PLATE Of WALL FRAMING WITH BUILDEX 10- I Gx I TEKS PANHEAD SCREWS WITH #3 DRILL POINT AT G" O.C. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SIZES AND SPACING 4!2' -20ga. METAL STUDS SPACED AT 24" O.C. MAX. OVERHANG OPTION DETAI 5CALE: 3/4' =1'-q' .Man No. E z zgni40, 'L .f Bullock ner Florida C.ortfactie No' *APPROVE ,,, DOCUMENT o1/o4 /1 a Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, Six Ate, S.C. 29682 - Phone:864 -616 -7680 These Plans Were Designed in Accordance with the 201 0 Florida Building Code for a Wind Speed of I GO m.p.h. Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Designed By: Project No. O.R.H. 12EN224 Checked By: Date: C.L.A. 04/09/12 Sheet Number: S1.5 6 of 7 2" METAL BRACE AT 3' -O" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/ (2) #I 0 SELF DRILLING GRABBER SCREWS, (I ) INTO EACH FLANGE " METAL BRACE AT 3' -O" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/ (2) #I0 SELF DRILLING GRABBER SCREWS, (I ) INTO EACH FLANGE VARIES, 6' -0" to 13' -8" End Wail Framing Option SCALE: 1/4"— I ` - -0" 2-1/2" x 1/2" CORRUGATED ROOF PANELS FASTENED WITH I /4 " -14 x 3/4" HWH TRAM! I AT G" O.C. 3!2' - 20ga. METAL BRACING, ATTACH EACH END TO STUDS WI (2) #10 SELF DRILLING GRABBER SCREWS, (I) INTO EACH FLANGE [NOTE THAT THIS BRACING 15 REQUIRED ON SIDE WALLS AS WELL (BOTH SIDES OF EACH CORNER)] SEE 51.2 FOR SKID AND FLOOR FRAMING WALL OPENING FOR SIDE WALLS ARE TO DE FRAMED SIMILAR TO THOSE SHOWN HERE FOR ENDWALLS VARIES, G' -O" to 13' -8" End Wall Framing Option SCALE: I/4 "= I' -O" 2-1/2" x 1/2" CORRUGATED ROOF PANELS FASTENED WITH I /4 " -14 x 3/4" HWH TRAM 1 AT 6" O.C. 4/2" - 20ga. METAL BRACING, ATTACH EACH END TO STUDS W/ (2) # I 0 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE [NOTE THAT THIS BRACING I5 REQUIRED ON SIDE WALLS AS WELL (BOTH SIDES OF EACH CORNER)] SEE S I .2 FOR SKID AND FLOOR FRAMING VARIES, 6' -0" to 13' -8" End Wall Framing Option SCALE: 1/4'1= 1' -0" dr, VARIES, 6' -O" to 1 3'-8" End Wall framing Option SCALE: 1/4 "= I'-O" all" METAL BRACE AT 3' -0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD WJ (2) #1 0 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE - Approval ^Stamps_.._-( " METAL BRACE AT 3' -O" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/ (2) #1 0 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE NOTE THAT THIS BRACING IS REQUIRED ON SIDE WALLS AS WELL (BOTH SIDES OF EACH CORNER) NDI ".APPROVED" DOCUMBIt of jolha Haney Associates, Inc. Engineering 8= Construction PIanning P.O. Box 348, Six Mile, S.C. 29682 - Phone:864 -646 -7680 These Plans Were Designed in Accordance with the 2010 Florida Building Code for a Wind Speed of 160 m.p.h. Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Designed By: Project No. O.R.N. 12EN224 Checked By: Date: C.L.A. 04/09/12 Sheet Number: S1.6 7 of 7