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RC-12-701Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 172610 Permit Number: RC -4 -12 -701 Scheduled Inspection Date: June 28, 2012 Inspector: Bruhn, Norman Owner: MOYER, GORDON Job Address: 54 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Work Classification: Shed Phone Number (305)758 -4893 Parcel Number 1132060131070 Building Department Comments NEW 10 X 12 SHED Inspector Comments Pas7r6-":„,7L Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 27, 2012 For Inspections please call: (305)762 -4949 Page 7 of 24 51 131)2. B IL ING Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. 2- C I - '1 P Master Permit No. PE ' T • ' LICATION FBC 2 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): C'�2Jo/./ /lei per/(- Phone #: 3 ®s - 9 / 7"3 P 2. / Address: .3 N r 99 _7? Sr City: / 2' 441, S.10.4.65 State: Zip: 31 3g Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: .514 Nr" 9 9 72-' City: Miami Shores County: Miami Dade Zip: 3 3/ 3s' Folio/Parcel #: Is the Building Historically Designated: Yes NO X Flood Zone: CONTRACTOR: Company Name: ©WV 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: $ /8° 0 Type of Work: ❑Addition UAlteration Description of Work: /6-6/ .-C71E2 Square/Linear Footage of Work: 4New ❑Repair/Replace (7 I? UDemolition * * * ** *****+x**** * * ** * *** *****+x+ * ** * * ** Fees**************** ** * *** * * * * * * * * * * ****+x*** ** ** Submittal Fee $ Permit Fee $ �6/O`1/4' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 4(o .2(J 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. Signature Signature Owner or Agent Contractor The foregoing instrument was ac owledged before me this 41121t—The foregoing instrument was acknowledged before me this day of / ? , 20 /?, by `f ��� 6 C-I hi, day of , 20 _, by , who is personally known to me or who has producedk 0 who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: \\‘ 001 Iw 1N r /i,'i .�` fig •• @rd C, . . �''• 16•. Sign: . . ...: X6120 Print: = . ttlIkt Q _ My Commission Expires: COi��+11395gi Q`r` % ATE' V • ‘ * ` : xxxaxx***** xxxxxm xxnxxxxxxxxx *x**** 04** ** * * * * *** ** * *xx *x*****xxxx*** *** : ***,x **, ***max * ** * ***+x****** NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY 7/C Plans Examiner i21 / / / /-Z Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3115/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: r d ,44oy6 L DATE: / /i7 /Z ADDRESS: SO- 'v' r 99 vL, Sr Ar ia,. 5-heet-e--es- 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_ 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 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 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 construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Intal 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that 1 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. 1, 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. 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 :l /www.myfloridalicense.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 Dally and financially responsible for the proposed construction activity at the following address: Afcs- /n r Sr Initi� 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 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 /9,ArC , 20 / ' ByC9 r(o Q Produced there License or OWNER who was personally known to me or who has As off on. 4;v/\\% . Ililliami Shores Viiiage Building Department RECEIPT PERMIT #: v 12.. -10 I DATE: I, Raa o Contractor PkOwner ❑ Architect Picked up 2 sets of plans and (other) Z S (2-73 Address: S NE iv From the building department on this date in order to have corrections done to plans And /or get County stamps. l understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 5uc tr Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 12 -701 Job Name: April 24, 2012 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Provide approval from Miami Dade County Health Dept. (DOH /HRS) 2r The plans provided must be DCA approved or they must be site specific.These plans are not approved by the state. 3)' The foundation plan is not signed and sealed. 4) 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 plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 X30 -�1 Piuncie-ite 17I/Lc 5582 NM. 7th STREET SUITE 202 SURVEY No. 12 -0000381-1 MIAMI, LEPHONE:I (305) 264 -2660 aura Purttrunrs _l n t . .FAX: (305) 264-0229 LAND SURVEYORS WrL, --10 \ SHEET No. 2 OF 2 DRAWN BY: LILY +■ BOUNDARY SURVEY Miairtl mores vmdyar BY ATE SCALE = 1' = a0 APPROVED ' by ZONING DEPT 11///f74t ApR 1 9 2612 oe° ' ® ° ®° a e® - - - , BLDG DEPT SUE3JECTTO COMPLIANCE `iii �J WITH ALL Fff-vd FEDERAL ;TATS" ANO COUNTY Rlli l. S A°vD FiFGt1LATIONS ------.' 11:8 1143 � N.E. 99th. ST. 20' ASPHALT —.PMT. \ 11.31 10:12 to CQNC• DRIVE' . ' : M PWY 10.76 .. .. .re • QRiC..y'IIVK : ' ... .'%. 100.00' .' .. • •.. 255.80' : .. F.I.P 1/2" NO CAP 10.71 89 °51'4 11.( 1 w' 11.10 • vi •V 11.00 x� to N 90 °8'20"' 11.02 =�_ F.I.P 1/2" F.I.P 1/2" NO CAP NO CAP 11.16 x �. M 10.05' 1 '‘...,.... 314.95' x 11.03 x�— b (o 22.70' rn i 4 M , y 10.82 /--- >' 0.50'CL LOT-5 BLOCK - 8 'a iti '" x 4' C.L.F. x ›: 0.10'CL Oa: (10.03 i • . • x: • • . ' 20.20' n 11.80' I'.-. LOT - 7 ONE sT4RY N BLOCK-8 RES. # F.F.E. = 12.83' 20.45 ' LOT -8 BLOCK - 8 cz e.• N.- 5.70' a �} I x LOT-6 BLOCK - 8 x I A/C.ELEV.= 10.87' 34.55' 34.95' C/P 10.6 11.00 A x ?� x I (x ,A cz cn cn C/P / -3 x ° SRa � l6/'x// 2®A 0 t • h ( • 2 10.83 x �x � I co I io 5.70' I 23.30' b UTILITY b 6 F.F.E =11.13' v, 23.30' 1093 :, in U �' • 71.00', �� / '�"\ ' 10.80 12 �— x . . 0.20'CL 1190 °8'20 "' S °SE1`9 °51'40 ' 0.20'CL F.I P 1/2 100.00' 4' C.L.F. 1 F.I.P 1/2' NO.CAP..- -..1:. LOT -16 BLOCK -8 SURVEYOR'S NOTE: - There may be Easements recorded - The purpose of this Survey is Ali LOT -17 BLOCK -8 in the Public Records not shown on this Survey. for use in obtaining Title Insurance and Financing LOT -18 BLOCK -8 APPMIAMI -DARE COUNTY HEAi.TH DEPARThiENT I47CJ PERMIT #: DATE: and should not be used for Construction purposes. LOT -19 BLOCK -8 2— 5582 N.W. 7TH STREET, SUITE 202 MIAMI, FL 33126 TELEPHONE: (305) 284-2660 MX: (308) 284-0229 DRAWN BY: Nova Surveyors, Inc. LAND SURVEYORS SURVEY NO. 12- 00003814 SHEET NO 1 OF 2 SURVEY IN PLAT 7 ,BLOCK 8, OF AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, ACCORDING TO THE PLAT THEREOF AS RECORDED OOK 10, PAGE 70, OF l'HE PUBLIC R'Ea S'OF MIAMI -DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 54 NE 99 ST, MIAMI SHORES, FL 33138 FOR:.,... ", a. GORDON MEYER LOCATION SKETCH b,s 16 7 18 I !9 1,.. . 1 4 v ,3o' �• 50 Scale 1" = NT.S. N.E. (1,4 10 - II �y IZ 13 99,M,_STN. E. r � M go� 1�q - • i' " 5 ,l 4 3 i 2 tie T- ye e3 I° so / r• 9 8 I,� SUBJECT, 11-1 �it PROPERTY 15 16 7 aeI 1rC zI 1A 1 1 ■ ABBREVIATION AND MEANING A = ARC NC = AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT A/R = ALUMINIUM ROOF A/S = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. = ENCROACHMENT FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN. &EG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE NAP. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S, = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK 0/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB E.T.P. = ELECTRIC TRANSFORMER PAD P.R.C. F.F.E. = FINISHED FLOOR ELEVATION PRM F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE PT. F.I.R. = FOUND IRON ROD PVMT. F.N. = FOUND NAIL PWY F.N.D. = FOUND NAIL & DISK R. = POINT OF REVERSE CURVE = PERMANENT REFERENCE MONUMENT = POINT OF TANGENCY = PAVEMENT = PARKWAY = RECORD DISTANCE N . E . RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT R/W = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #8044 SWK. = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE A = CENTRAL ANGLE = CENTER LINE 91 = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ( "SURVEY"): - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY - ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A. - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANEL/SUFFIX: 120852 0302 L DATE OF FIRM: 09/11/2009 BASE FLOOD ELEVATION: N/A. CERTIFIED TO: GORDON MEYER 1, I 5I 1.5 So LEGEND TYPICAL —OH- OVERHEAD UTILITY LINES C B S = WALL (CBW) -x—it C.L.F. = CHAIN LINK FENCE -0-0 I.F. = IRON FENCE -iIHF W.F. = WOOD FENCE 0.03 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI•DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 MIAMI-DADE COUNTY BENCH MARK # N-568 LOCATED © 3100 SW; ELEVATION 9.65 FEET OF N.G.V.D. OF 1929 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61017-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: ROBERT IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR NO. 6437 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: SURVEYOR'S SEAL w S NOTE: INSTALL ANCHORS PER MANUFACTURER'S REQUIREMENTS 3/1 G" GALVANIZED CABLE TIE DOWN ENGINEERING PART #51556 (OR EQUIVALENT), TIGHTEN TO 500 L85 OF TENSION MINUTE MAN MMA- 1 8 OR EQUAL W/ 50' SIMPSON TITEN OR WEDGE -ALL EMBEDED 3° MIN. INSTALL A MINIMUM OF 4° FROM SLAB EDGE. 3/1G° GALVANIZED CABLE TIE DOWN ENGINEERING PART #5 1 556 (OR EQUIVALENT), TIGHTEN TO 500 1.85 OF TENSION USE (3) -3/16° GALVANIZED CLAMP TIE DOWN ENGINEERING PART #53806 (OR EQUIVALENT) 110 MPH WIND ZONE: 1/20 DIA. X 30" GROUND ANCHOR WITH SINGLE 40 HELIX (MODEL #59055) FOR SOIL CLASS 2 130 AND 150 MPH WIND ZONE: 5/80 DIA. X 400 GROUND ANCHOR WITH SINGLE 60 HELIX (MODEL #59060) FOR SOIL CLASS 3 16O MPH WIND ZONE - SEE GENERAL NOTE # I 0 (SEE CHART FOR QUANTITIES) Details for Concrete Installations (2-1 ©1 f RECEJ Rewsion N 03/27/2.12 I APR �r42 (2) - SIMPSON 913' @ I4° 0.C. (130mph) OR '5P1-14° c 16" 0.C. (150 - 160mph) AND (I ) I/2"x4° LAG BOLT THRU BASE PLATE 5/8° DIA. THRU BOLT WITH 20 WASHER, A449 GALVANIZED OR EQUIVALENT 1 I 0 MPH WIND ZONE: 5/80 DIA. X 40' GROUND ANCHOR WITH SINGLE G° HELIX (MODEL #59060) FOR SOIL CLASS 3 130 AND 150 MPH WIND ZONE: 5/80 DIA. X 480 GROUND ANCHOR WITH SINGLE G° HELIX (MODEL #59065) FOR SOIL CLASS 3 1 GO MPH WIND ZONE - SEE GENERAL NOTE #1 0 (SEE CHART FOR QUANTITIES) Details for Masonry block Installations (2) - SIMPSON 01-130 ® 14° 0.C. (130mph) OR 5P14° © I G° 0.C. (150 -1 GOmph) AND (1) I /2'5x4° LAG BOLT THRU BASE PLATE 5/8° DIA. THRU BOLT WITH 20 WASHER, A449 GALVANIZED OR EQUIVALENT I I 0 MPH WIND ZONE - 5/8" DIAM.. X 40' GROUND ANCHOR WITH SINGLE 6' HELIX (MODEL #59060) FOR SOIL CLASS 3 130 AND 150 MPH WIND ZONE - 5/8" DIAM.. X 480 GROUND ANCHOR WITH SINGLE G° HELIX (MODEL #59065) FOR SOIL CLASS 3 I GO MPH WIND ZONE - SEE GENERAL NOTE #10 (SEE CHART FOR QUANTITIES) GENERAL NOTES 1. DESIGN FOR MIN 2,500 PSI CONCRETE 2. ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3 150 I. AND AN ULTIMATE LOAD OF 4725 Ibs. 3. HELICAL ANCHORS FOR I GOmph WIND ZONES MUST MEET A MINIMUM WORKING LOAD OF 3484 I. AND AN ULTIMATE LOAD OF 5200 lbs. 4. ANCHORS MUST BE INSTAL I FD TO MANUFACTURERS RECOMMENDATIONS . ANY BENDING OR DAMAGE CAUSED UPON INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED. 5. CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELF WITH EXISTING CONDITIONS. CONTRACTOR 15 RESPONSIBLE FOR MEETING SOIL CLASSIFICATION FOR SIZING HELICAL ANCHORS. G. ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 12° OF CORNER 7. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES APART FROM EACH OTHER. 8. THE ANCHOR MUST BE IN THE SITE SOIL CLASS IN WHICH THE LOAD REQUIREMENTS WERE SET. 9. USE TIE -DOWN ENGINEERING (OR COMPARABLE) 1/2° X 30° GROUND ANCHOR WITH SINGLE 40 HELIX OR 5/8' DIA. X 40° AND 48" GROUND ANCHOR WITH SINGLE G" HELIX 10. FOR I GOmph WIND ZONES USE TIE -DOWN ENGINEERING (OR COMPARABLE) MODEL # 59090 3/40 DIAM. x 36" WITH A DOUBLE 4° HEUX (USE IN SOIL CLASSES 2) OR MODEL # 59250 5/80 DIAM. x 300 WITH A G° HELIX AND A 40 HELIX (USE IN SOIL CLASSES 344) 1 1. TESTED SOIL CAPACITY FOR TIE DOWN 1/2" X 30° ANCHOR = 500 FT . LB. 12. TESTED SOIL CAPACITY FOR TIE DOWN 5/80 X 40' ANCHOR = 375 FT. 13 13. INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED BY TIE DOWN ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND SITE SPECIFIC SOIL CONDITIONS 14. MAXIMUM STRUCTURE HEIGHT 15 12 rtti 15. NUMBER OF ANCHORS LISTED IN ANCHOR SCHEDULE ARE THE MINIMUM REQUIRED NUMBER OF ANCHORS TO RUN DOWN EACH SIDE WALL (THE TOTAL NUMBER OF ANCHORS REQUIRED PER BUILIDING WOULD BE 2X THE NUMBER LISTED IN THE SCHEDULE) DESIGN PARAMETERS I . WIND DESIGN PER ASCE 7-10 2. DESIGN WIND SPEED -1 I OMPH - 130MPH -150 MPH - I GO MPH 3. WIND EXPOSURE CATEGORY: C 4. WIND IMPORTANCE FACTOR: I .0 5. ENCLOSURE CLASSIFICATION: ' ENCLOSED G. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 * FLORIDA BUILDING CODE 2010 SOIL CLASS DESCRIPTIONS: SOIL CLASS 2 - VERY DENSE AND OR CEMENTED SANDS. COARSE GRAVEL, COBBLES, PRELOADED SILTS, CLAYS AND COARL. A TEST PROBE TORQUE VALUE OF 550 +I175-in SOIL CLASS 3 - MEDIUM DENSE COARSE SANDS SANDY GRAVELS VERY STIFF SILTS AND CLAYS. A TEST PROBE TORQUE VALUE OF 350- 55011n-in DBI. 2x6 BLOCKING REQUIRED FOR THRU BOLT ATTACHMENT. DBI. 2x6 BLOCKING REQUIRED FOR THRU BOLT ATTACHMENT. ANCHORING SCHEDULE Building Width Building Length Max. Block Spacing Number of Blocks V -0• 10'-0° Exam ®' T-6° 4 T-e° 4 8' -0• 8'-0' T-6° 4 8'-0° 10'-0° 4 8, -0° 12-0" T-6° 6 8'-0° 14-0° T-6" 6 8' -0° 16'-0° T-6° 6 10'-0" T -0° 4 10' -0• 12'-0° T-0° 6 10'-0" 14'-0' T-0° 6 10'-0° 18'-0° T-0° 10'-0° 20'-0° T -o" 8 10' -0° 24' -0° T -0° 10 10'-0° 30'-0' T -0° 12 11' -0° T -0° 6 11' -0° T-0" 6 11' -0" 16' -0" T -0° 6 11' -0' 20'-0° T-0° 8 11' -0° 24' -0' T -0' 10 11' -0° 30'-0° T-0° 12 11' -0° 36'-0° T -0° 14 11' -0° 40' -0° T-0° 16 11'-8• 11'-8° 12'.0° 14' -0° 6'-6° 6'-6" 6 6 11-8' 16'-0• 6'-8° 6 11'-8° 20'-0' 6'-8° 8 24' -0° 6'-8` 10 11'-8° 30' -0° 6'-6° 12 1'-8° 36'-0' B'-6° 14 110 MPH 130 MPH 150 MPH 160 MPH nnnn nnnn nnnn nnnn nnnn ©©©n 'mum nnnn nnnn nnnn manna' unman nnmn nnnn nnnn mann a'nnn nnnn mmmn nnnm nnnn nnnn nnnn nmann mum na'mama mumm 5 11'-8" 40' -0` 18 5 5 5 5 5 11'-8° 44'-0° 6'-6' 517-0° 6'-8° 13' -0' 14' -0' 6'-6° 13'-0° 16' -0° 8'-6° 18 6 n e n mmainn --nnnn unman ©Aa'ma 0n 0= munn 6 9 13' -0" 20'-0° 6'-8° 12 13'-0' 24'-0° 6'-6° 15 13'-0° 30'-0' 8'-0' 18 13' -0" 13'-0° 38' -0° 40' -0' 6'-6° 6'-6° 21 24 5 6 5 6 13' -0° 440 -0° 6'-6° 24 13' -0° 50' -0' 6'-0' 27 13'-8° 14'-0° 6-8° 12 13'-8° 16' -0' 8'-0° 12 13'-8° 20' -0" 6'-8' 18 13'-8° 24'-0° 6'-6° 20 13'-8° 30'-0' 6'-8° 13'-8' 40' -0° 8'-0' 6'-8" 24 28 32 13'-8° 44' -0° 8'-6° 32 13'-8° 50' -0° 6'-6° 38 6 6 5 ma 6 5 6 6 0000 mninn minim nmann mnnu ©n 5 n nnsn Klemm ©©nn 6 6 6 z?2.7/12 ,04,, DESIGNED FOR: LARK BUILDERS 409 DICKSON STREET VIDALIA, GA. 30474 PROJECT NUMBER: I 2EN224 DATE: March 27nd, 2012 Haney Associates, Inc. Engineering 84 Construction Planning P.O. Box 348, 8la Mile, S.C. 29682 - Phone: 864-646 -7600 Alt#: 864- 634 -1300 r 160 mph - Metal Lapsider Box Eave Shed Master Plan GENERAL NOTES: I . THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE t 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 A80VE 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 J015T5- 2x4 S.Y.P. #2- (12 -15% MOISTURE CONTENT) 2x6 S.Y.P. #2 -(12- 1 5% MOISTURE CONTENT) 2 x 8 S.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 IS FIELD INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION APPROVAL. 9. ALL ALUMINUM TO BE 3005 -3105 ALLOY WITH 32,000 P51 MINIMUM YIELD STRENGTH. 10. ROOF SLOPE SHALL BE 3: 12 WHEN SHINGI FS ARE APPLIED, SEE FBC 1507.2 FOR SHINGLE REQUIREMENTS. ROOF SLOPE FOR METAL ROOFS SHALL MEET MANUFACTURER'S RECOMMENDATIONS. I I . 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 1507.2.8 OF THE F.B.C. 2010 13. ANCHORS SHALL MEET THE REQUIREMENTS Or ALL APPLICABLE LOCAL CODES AND THIS IS NOT A FOUNDATION DESIGN. 14. BUILDING 15 CLASSIFIED AS TYPE "5" (STORAGE) 15. ALUMINUM WINDOWS - TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. I G. ALL FASTENED 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 ALUMINUM, 4" LAP ALUMINUM, 5/8" P.T. T I -1 1 SIDING, VINYL SIDING WITH ENERGY BRACE BACKER, NARDI BOARD, STEEL SIDING AND "PLEKO" STUCCO ON 5/8" DENSE GLASS GOLD AND POLYCARBONATE GREENHOUSE PANELS 2 I . ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY. Haney Associates, Inc. Engineering & Construction Planning P.O. Box 34B, Six Mite, S.C. 29692 - Phone :864.616 -7608 Lark Builders 409 Dixon Street Vidalia, GA 30474 Sheet Index S1.Q S1.1 Cover - General & Design Notes Electrical & General Floor Plan S1.2 S1.3 Skids & Floor Framing Plan r_ Skid and Floor Framing Details S•.4 1 µOpenings Schedule & Framing S1,5 S1.6 Roof Framing & Schedule_ Typical Frame Section Details S1.7 End WaII Frame Options GENERAL NOTES CONTINUED: 22. DOOR SHALL BE 2 1/4" x 1 1/1 G° ALUMINUM EXTRUDED FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM TRIM. DOOR ATTACHED TO VERTICAL 2x4. 23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM 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 400sq.lt.) MUST HAVE ATLEAST (1) 32"x80" (MIN.) DOOR. 28. ROOF FRAMING AND WALL FRAMING TO BE 3Y° METAL STUDS SPACED AT A MAXIMUM OF 24110.C. These Plans Were Designed in Accordance with the 2010 Florida Building Code for a Wind Speed of 1 GO m.p.h. DESIGN PARAMETERS: (I1IP -GAEL ROOF) (WIND DESIGN PER ASCE 7 -10, SEISMIC DESIGN PER MSC 34 I -051 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): 7. FLOOR DESIGN LIVE LOAD: 8. FLOOR DESIGN DEAD LOAD: 9. ROOF DESIGN LIVE LOAD: 10. ROOF DESIGN DEAD LOAD: 11. WALL DESIGN LOAD: 12. COMBINATION LOADS: 13. SEISMIC USE GROUP: 14. BUILDING CATEGORY: 15. BUILDING OCCUPANCY: I G. CONSTRUCTION TYPE: 17. ALLOWABLE FLOORS: 18. EXTERIOR WALL FIRE RATING: 19. DESIGN OVERHANG: 8 INCH 20. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 $ FLORIDA BUILDING CODE 20 I 0 21. THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE FOLLOWING CODES: -2010 FLORIDA BUILDING CODE -2010 FLORIDA MECHANICAL CODE -20I 0 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 101.5.2 +2 I .4/ -43.8 PSF +21.4/-G1.7 PSF +21.4/ -97.4 PSF +45.5/ -49.8 PSF +4G.3/ -58.5 PS _ +45.9/- 54.2%P5V. 125 PSF 12 PSF 20 PSF SELF WEIGIjT 8 P5F AS PER ASCE 7- I 0 13 STORAGE - NON HABITABLE Approval Stamps: P No. 1 ZLs y`IIPLiif 114,1uwell IA Whoa Modular Hs retlei Plow miner l rlda C.ortificata Rik Pe R Ised MNIpins on file at NM hsaldquidos V.brainp as agent for Time Ph1nta comply with 'ha Floridafilanufecturad Sit' Ad land adopted Codes .r'd Adhere to the tollowktj rkoris: Coasbucdon occupancy Mow edde s Roos�„!„_„ Wind V 0(.irr._1(oo- 0 FlnRatinp of Ex: leans 0 Plan. wl, ��ILZ.l3t= Apprv.l9 / ApprovalQare Man? C C 4(� Apparel et this Docuinkny d• -'n ANho*e w ADOrove SAY 0" F01m the requYrsnem$ of State t..sse VB O 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 1 503 AND 8318.6 NOTE: T11I5 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. Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Designed 13y: Project No. O.R.H. 12EN224 Checked By: Date: C.L.A. 04/09/12 AUDI "APPROVED" DOCUMEN f- t ELECTRICAL NOTES: I . 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 512E5 FOR ACTUAL HVAC UNIT(5) INSTALLED ALL WIRING 10 BE IN ACCORDANCE WITH THE NATIONAL ELEC I KIC CODE LATEST EDITION. 2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES. 3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLD COPPER INSULATED GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR 114 THE MAIN DISTRIBUTION PANEL. 4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE GROUNDED TO MINIMUM 10' -0" COPPER CLAD EARTH DRIVEN ROD WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. 5. ALL CONDUIT TERMINATION'S or 1" 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 101), 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.) 15 DESIGNED BY OTHERS, SITE INSTALLED, SUBJECT TO LOCAL JURISDICTION APPROVAL. 10. ALL WIRES TO SWITCHES AND OUTLETS TO BE #1 2 AWG THHN AND WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA 70, NATIONAL ELECTRICAL CODE. 1 I . ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH A R T I C L E 12 10.8(A)(2) NEC -08. Electrical Symbol Key ip GFCI Duplex Receptacle 120V 10 - Incandescent Light wl (1) -60w Bulb al Junction Box $ Switch WP Weatherproof Switch wl Receptacle Outlet 120v 10 Raney Associates, Inc. Engineering 8r. Construction Planning P.O. Box 348, Sis Mile, S.C. 29682 - Phone :864.646.7600 WINDOW HEIGHT, LOCATION AND QUANTITY MAY VARY AND ARE OPTIONAL. G-0" to f 31-5' 5' MAX. 24" MAX. SEE VARIOUS END • WALL FRAMING SECTIONS FOR WALL AND WINDOW FRAMING. \ OPTIONAL ELECTRIC TO -»' EACH UNIT FIELD CONNECTED FROM EXISTING POWER SOURCE TO UNIT \--P.T. 3/4" TTG FLOOR SHEATHIN» 32" MIN., GO" MAX. WIDTH BY G'-8" HEIGHT DOOR, LOCATION MAY VARY. ° METAL STUDS SPACED AT 24" O.C. MAX. 5EE VARIOUS END WALL FRAMING SECTIONS FOR WALL AND DOOR FRAMING. 32" MIN., GO" MAX. WIDTH BY G'-8° HEIGHT DOOR, LOCATION MAY VARY. 50' -0" MAXIMUM BUILDING LENGTH NOTES: • ALL ELECTRICAL EQUIPMENT SHOWN 15 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: 1/4 """ 1'-0" Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Dale 7 Appnwed By Approval Stamps: n No./ 2.0V 2, a4(rnGy AL. Buttaeli er Markle CertlBeate .!: n; Wider BuQdini Phut NO1 "APPROVED" DOCUMENT Designed By: Project No. C.R.H. 12EN224 Checked By: Date: C.L.A. 04/09/12 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" Joist Size &Spacing 2x4's@16" O.C., Max. A 12" B 24" 6' -0" 8' -O" _ 2x4's @ 16" 0,C., Max. 2x6's @ 16" O.C., Max. 15" 18" 42 "_ 60" 8' -0 "n 10' -0" 2x6's @ 16" 0.C.., 16" 20" 32" 40" 10' -0" 2x6's © 16" O.C., Max. 24" 72" _Max. 2x6's @ 16" 0.C., Max. 11, -0" 2x6's @ 16" O.C., Max. 24" 84" 11' -0" 2x6's @ 16" 0.C., Max. 22" 24" 44" 46" 11' -8" 2x6's @ 16" O.C., Max. 28" 84" 11' -8" 2x6's @ 16" 0.C., Max. 13' -0" 2x8's @ 16" O.C., Max. 36" 84" 13' -0" 2x8's @ 16" 0.C., Max. 26" 28" 52" 56" 13' -8" 2x8's @ 16" O.C., Max. 40" 84" 13' -8" 2x8's @ 16" O.C., Max. 1 NOTES: • FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED. • ALL SKIDS ARE P.T. -4x6 S.Y.P. #2 OR (2)- P.T. -2x6 S.Y.P. #2 • G' -O" WIDE UNITS MAY USE 2x4 5.Y.P. #3 JOISTS • ALL JOISTS ARE TO BE P.T. - S.Y.P. #2 FP.T. SIDE RAIL 70 MATCH JOIST SIZE, SEE FRAMING SCHEDULE FOR SIZES. SEE SCHEDULE FOR JOIST 51ZE P.T. -4x6 S.Y.P. #2 or (2) -P.T. -2x6 S.Y.P. #2 SKIDS 50' -0" MAXIMUM BUILDING LENGTH jf°4'-0" or 6' -0" Optional Porch Typical 2 Skid Floor Framing Plan SCALE: I /4 "a 11-0" Haney Associates, Inc. Engineering & Construction PIanning P.O. Nos 348, Six Mlle, S.C. 29682 - Phone:864 -646 -7608 SEE SCHEDULE FOR JOIST SIZE "An "Bn "An 4 SEE SCHEDULE FOR JOIST SIZE e" k "A" "Bn P.T. SIDE RAIL TO MATCH JOIST SIZE, SEE FRAMING SCHEDULE FOR SIZES. App+.yed By Modular BWIdEng SEE SCHEDULE FOR JOIST SIZE i•� P.T. -4x6 S.Y.P. #2 or (2) -P.T. -2x6 S.Y.P. #2 SKIDS 50' --0" MAXIMUM BUILDING LENGTH 4' - -0" or 6' -0" Optional Porch These Plans Were Designed in Accordance with the 20I 0 Florida Budding Code for a Wind Speed of I GO m.p.h. Typical 3 Skid Floor Framing Plan SCALE: 1 14"= I'-0" Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Approval Stamps: tea Designed By: Project No. O.RR 12EN224 Checked By: Date: C.L.A. 04/09/12 r e> 4 Suited EnamEner P?orf+a Cortilicate Schi,14 :. NDI "APPROVED„ DOCUMENT SEE FRAMING SCHEDULE —\ FOR JOIST SLZE SKIDS MAY BE P.T. -4x6 S.Y.P. #2 OR (2)- P.T. -2xG S.Y.P. #2 SENCO $.28 (OR EQUAL) NAILS AT 12" O.C. , ROWS SHALL BE I.5" FROM EDGE, STAGGER R.OWS G" FOR (2)- P.T. - S.Y.P. -2xG's SKIDS, START PAf I ERN WITHIN G" OF EACH END OF SKID NOTCH SKIDS IY2 "x IY2" FOR EACH FLOOR JOIST SKIL4FLOOR FRAMING DETAIL 5CALI:: 3/4 " =1'-O° SKIDS MAY BE P.T. -4x6 S.Y.P. #2 OR (2)- P.T. -2xG S.Y.P. #2 ATTACH JOIST TO SKID WITH 5/1 G "x4" LAG SCREW OR (2) SIMPSON 11-3 (OR EQUAL) AT EACH END OF JOIST, SEE FRAMING SCHEDULE FOR 51ZE. NOTE: ATTACH END JOISTS TO SKID WITH (2) -5/ 1 G'5t4" LAG SCREWS [OR (4)-0. 13 I x4" GUN NAILS] AND A SIMPSON h -3 [OR EQUAL] AT EACH END OF JOIST. TYPICAL SKID TO 015T .. ONN CTION DL= I'AI .31 ° ° =I_� ATTACH EACH STUD TO SOLE PLATE WITH (2) # 1 0 SELF DRILLING GRABBER SCREWS (1) INTO EACH FLANGE. 2x4 BLOCKING BETWEEN SKIDS, FASTEN W/ (2)- 0.120 "x3" NAILS AT 12" O.C., STAGGERED. 31/2 - 20ga. METAL WALL STUDS SEE PLAN VIEW FOR SPACING 31'2" 20ga. METAL SOLE PLATE, CONTINOUS W/ 5/ I G "x4" LAGS AT IC "O.C., Max. P.T. 3/4" T4G FLOOR SHEATHING 1 2x BLOCKING BETWEEN SKIDS, FASTEN TO END j JOIST W/ (3)-.O,1 20 "x3" I NAILS AT 12" O.C. -EACH SIDE, STAGGERED. END JOIST FRAMING DE=TAIL, %A(.E: 1.5' =1'-0' P.T.- -4x6 S.Y.P. #2 SKIDS (2) -P.T. -2xG S.Y.P. 112 SKIDS Data Approved By Modalar Building PI 1 2" LAP SPLICE FASTENED W/ (6) -5/ 1 G"x4" LAGS (OUTER FACE), (3) -5/ 1 G "x4" LAGS (INNER FACE), (9) LAG SCREWS TOTAL. 30x G" SPLICE PLATE ON 3 of 4 SIDES OF JOINT, FASTEN EACH PLATE W/ (5) -SENCO K28 (OR EQUAL) NAILS EACH SIDE. TYPI AL SKIP SPLICING DETAIL 5 ) Approval Stamps: -( i }Ian Pio, Imo? tlyt St, Itatd L Sidled Examiner Florida Cartnicatc "APPROVED" DOCUMENT o'i/o9/1a si , Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, Sir Mile, S.C. 29682 - Phune:864.646.7600 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 Sheet Number: S1.3 4 of 7 ROOF FRAMING SCHEDULE Wall Framing at 24" o.c., Max. Width Rafter and Brace Size and Spacing: 6` -0" ASIS SSMA_S 3505162 -43 @ 24" O.C. Max. 8' -" O " ASIS SSMA S 3505162 -43 @ 24" O.C. Max. 10' -0" ASIS SSMA S 3505162 -43 @ 24" O.C. Max. 11' -0" ASI_S SSMA S_35_0S162 -43 @ 24" O.C. Max. 11'-8" _ ASIS SSMA S 350S162 -43 @ 24" O.C. Max. - 13' -0" ASJS SSMA S 3505162 -43_@ 24" 0.C.'Max. 13' -8" ryy ASIS SSMA_S 3505162 - _43 @ 2.41i-O.C. Max. SCHEDULE AND ROOF FRAMING NOTES: • ROOF FRAMING SHALL BE SPACED TO UNE UP DIRECTLY OVER THE WALL STUDS roR PROPER LOAD TRANSFER AND STRAPPING. • ROOF DRAINAGE SHALL COMPLY WITH F.D.C. 2010 1 503 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 2304.9.1 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" TO 13'-8" WITH A MAXIMUM SIDE WALL LENGTH OF 50' -O ". • ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10- I Gx 1 TEK5 PANHEAD SCREWS WITH #3 DRILL POINT AT G" O.C. 50' -0" MAXIMUM BUILDING LENGTH - 30' -0" MAX. FOR VAULTED ROOF Typical Roof Framing Plan SCALE: 1/4"= I'-0" Approval Stamps vats • 01131 Pion No. a 44/41 Appnreed By -- -» • L. &ultork Modular Bailing Pions l minar Florida Caracas* Slit fit 34" - toga. METAL RAFTER5 AND BRACING, SPACED AT 24" O.C., MAX. LINE UP RAFTERS TO LAND ON WALL STUDS FOR LOAD TRANSFER NDI "APPROVED" DOCUMENT CNOVia Haney Associates, Inc. Engineering Ss Construction Planning P.O. Box 348, Six Mite, S.C. 29682 - 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. 04109/12 Sheet Number: S1.4. 5of7 .rx L-.... i ' 2.'�°.' '.' `--,. - �^.w."C Standard la.............- ----,.-_,4- Ridge -- rzi....w A .L., . ...._...ems_ � J ^w-- -, co 1- r 50' -0" MAXIMUM BUILDING LENGTH - 30' -0" MAX. FOR VAULTED ROOF Typical Roof Framing Plan SCALE: 1/4"= I'-0" Approval Stamps vats • 01131 Pion No. a 44/41 Appnreed By -- -» • L. &ultork Modular Bailing Pions l minar Florida Caracas* Slit fit 34" - toga. METAL RAFTER5 AND BRACING, SPACED AT 24" O.C., MAX. LINE UP RAFTERS TO LAND ON WALL STUDS FOR LOAD TRANSFER NDI "APPROVED" DOCUMENT CNOVia Haney Associates, Inc. Engineering Ss Construction Planning P.O. Box 348, Six Mite, S.C. 29682 - 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. 04109/12 Sheet Number: S1.4. 5of7 2 I /2" x 1/2" CORRUGATED ROOF PANELS FASTENED WITH I /4 " -14 x 3/4" HWII TRAXX/ I AT G" O.C. 4/2"-201a. METAL COLLAR TIE, 4' -O" LONG, ATTACH W/ (2) # I 0 SELF DRILLING GRABBER SCREWS EACH SIDE SEE ROOF FRAMING SCHEDULE FOR RAFTERS SEE ROOF FRAMING SCHEDULE FOR FASTENING REQUIREMENTS SEE 51.2 FOR SKID AND FLOOR FRAMING VARIES, G' -O" to 1 3'-8" Typical Frame Section SCALE: I /4 " =1' -0" 3Y2 " -200a. METAL STUDS SPACED AT 24" O.C. MAX. " -200a. METAL BRACE AT 3' -O" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/ (2) # 10 SELF DRILLING GRABBER SCREWS, ( I ) INTO EACH FLANGE 2 1/2" x 1/2" CORRUGATED PANELS (FASTENED W/ #8 x IY2 WOOD SCREW AT G" O.C. (OR EQUAL) SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SIZES AND SPACING 3Y2 " -20 a. METAL STUDS SPACED AT 24" O.C. MAX. 0 ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH 6UILDEX 10 -1 Cx 1 TEKS PANHEAD SCREWS WITH #3 DRILL POINT AT G" O.C. KHAN . OPTION DETAIL Approval Stamps:- Mete.....,.,..,_ 1 , I Z ,... plea Nalaell2g#10 Bullock Modular llalldlne �� L. ner Florida Grttfka3e altlp 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 3N -201a. METAL STUDS SPACED AT 24" O.C. MAX. OVERHANG OPTION DETAIL 3/4'= I'-Q' ND! *APPROVErr DOCUMENT oaf /o7 /tic Haney Associates, Inc. Engineering ez Construction PIanning P.O. Box 348. Six llIi e, S.C. 29682 - Pbone :864 -6446 -7604 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.H. 12EN224 Checked By: Date: C.L.A. 04/09/12 Sheet Number: S1.5 6 of 7 314" METAL BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/ (2) #10 SELF DRILLING GRA66ER SCREWS, (I) INTO EACH FLANGE " METAL BRACE AT 3'-O" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD WI (2) # I 0 SELF DRILLING GRABBER SCREWS, (I ) INTO EACH FLANGE Q VARIES, G' -O" to 13' -8" End Wall Framing Option SCALE: I /4 "= I' -0" 2-1/2" x 1/2" CORRUGATED ROOF PANELS FASTENED WITH 1/4"- 14 x 3/4" HWH TRAXX/ I AT G" O.C. 3Y2' - 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 5IDE WALLS ARE TO BE FRAMED SIMILAR TO THOSE SHOWN HERE FOR ENDWALLS 0 VARIES, G' -O" to 13' -8" End Wall Framing Option SCALE: 1/4"=11-0" 2-1/2" x 1/2" CORRUGATED ROOF PANELS FASTENED W1TH I /4 " -14 x 3 /4 "HWHTRAXX/I AT 0.C. 31/2" - 20ga. METAL BRACING, ATTACH EACH END TO STUDS WI (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 51.2 FOR SKID AND FLOOR FRAMING VARIES, G' -O" to 1 3'-8" 12 End Wall Framing Option SCALE: I /4 "= I'-0" VARIES, G' -O" to 13' -8" End Wall Framing Option SCALE: I /4"= 1' -0" 3J" METAL BRACE AT 3' -0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/ (2) # I 0 SELF DRILLING GRABBER SCREWS, (I) INTO EACH FLANGE maw Approved Bq Modtder B 11dtna P Examiner IP1udda Cid1 caie Approval Stamps: Pins No. J 2e N 724 1 a 31/2" METAL BRACE AT 3' -0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD WI (2)1/10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE NOTE THAT THIS BRACING IS REQUIRED ON SIDE WALLS AS WELL (BOTH SIDES OF EACH CORNER) Haney Associates, Inc. Engineering 8z Construction Planning P.O. Box 348, Six Mlle, S.C. 29682 - Phone:864 -646 -7600 These Plans Were Designed in Accordance with the 2010 Florida Building Code for a Wind Speed of 1G0 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. 04/49/12 NDI ",APPROVED" DOCUMENT Sheet Number: S1.6 7 of 7