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RC-12-748Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number. INSP- 172807 Permit Number: RC -4 -12 -748 Scheduled Inspection Date: June 12, 2012 Inspector: Bruhn, Norman Owner: LOPEZ, JUAN Job Address: 9740 N MIAMI Avenue Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Work Classification: Shed Phone Number Parcel Number 1131010330170 Building Department Comments SHED INSTALLATION Passed to:"-zi Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments For Inspections please call: (305)762 -4949 Page 11 of 20 6\:y11-- PERMIT APPLICATION Fsc zo 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 RECEIVEn APR 2 6 2012 Permit No. E,G I �- Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): ?;,VC X\ — L O f Z Phone #: / --f)` 19 S 5 Address: 99- C9 (� h� i t(l a City: i k- (61,1)4 i'i U 'c S State: TL, Zip: 7;3r'3 I S Tenant/Lessee Name: Phone #: Email: 010 (VA-Ca \api(.)LA�,'(1e-� JOB ADDRESS: 5Ame a 3 Ct C>ii t e_ City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes Zip: NO Flood Zone: CONTRACTOR: Company Name: c-i7��� i Phone#: Address: City: State: Zip: Qualifier Name: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone#: Phone#: Value of Work for this Permit: $ % — Square/Linear Footage of Work: 100E, Type of Work: OAddition OAlteratiop ON w ORepair/Replace ODemolition Description of Work: 1' ****** ***x: x: x: x: ***** ** *: x***x :x:*****+x******F ****** **** ******* ********* +x*****:x**+x+x***** ** Submittal Fee $ 5-0 . Permit Fee $ /69e94' CCF $ CO /CC $ o Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 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 no • a of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachme so, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection -< oca <� en (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no . e pproved��; creinspection fee will be charged. Signa ; = Signature Owner or Agent Contractor nstrume t was a, - hi owledged b, re me thi v ;The foregoing instrument was acknowledged before me this ,20_by,c :,y of ,20_,by nally known to or who has produced 1 I '- -," who is personally known to me or who has produced �'S'�i I tification and who did take an oath. as identification and who did take an oath. Sign: Print: My Commission Expires: Ck'P tic Sts 23. pub yes Sep 9' Ao •sty vi'14 ;sc , Kota ohm• Expo # 0:0 psso o ; �� : = MI t 0�ssto ai�ooa�N 'z. Com wog +k�k�k�k�k�k�k�k�k�k�k+k k�k k+k+k+k�k�k�k+k�k jam` t`a' ** o ****************************** NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * **** ******************** APPROVED BY ,I! � Plans Examiner /2 Zoning Clerk Structural Review (Revised 07110 /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 OWNER BUILDER DISCLOSURE STATEMENT NAME: silja I(L� DATE:, t ADDRESS: 99-40 0 -13 C, CR. t Au-Q. 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 a my own contractor with certain restrictions even though I do not have a license. i meddi 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 . . bars on permits and contracts. 4.■ Initial _ ISO rr 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 tantially improved it for sale or lease, which violates the exemption. t� Initiat i 5. I understand that, as the owner-Wilder' I must provide, direct onsite supervision of the construction. i 4 z 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 residents. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 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 compe, ation 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 gon 4 the Florida Construction Industry Licensing Board at 850.487.1395 or http: / /www.myforidalicense.com /dbpr /pro /cilb /inde. 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: Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the info 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 Prod • there ' ense or day of ,20 i (13'who was personally known to me or who has '041--JO -201% identifi ation. //- rat ..-togiv OWNER •I, ,,,4„ CLAUDIA V. CUBILLOS .�iPK� P�e'�.. ;ro,- �„��:, Notary Public - State of Florida • My Comm. Expires Sep 23, 2015 �.- Commission # EE 128810 ,igrX°`° Bonded Through National Notary Assn. 5582 N.W. 7th STREET SUITE 202. NAM, FLORIDA 33128 TELEPHONE (305) 220 -3171 FAX (305): 264 -0229 DRAW BY RONI Tout Purufvors inc. LAND SURVEYORS SURVEY No 04.724 SHEET BO U N DARY SU RVEY SCALE = : 20' urn• 6' WF 5' CLF ALLEY (N.A.P) 0.45' CL LOT -3 BLOCK -129 0.25' CL LOT-3. BLOCK -129 13.30 ON PL 0.50' CL II ONE- STORY RESIDENCE #9740 17.40 11.80' r. 444116-2 BLOCK -129 19.30 11.80' 0.50' C � L • 0.20' ENCR:? 8' CBW F.LP 1/2" NO CAP •• B/C F.I.P 1/2" NO CAP .. 2' SURVEYOR'S NOTE: There maybe 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 purpose • • NOTE: INSTALL ANCHORS PER MANUFACTURER'S REQUIREMENTS 3/1G° GALVANIZED CABLE TIE DOWN ENGINEERING PART #51556 (OR EQUIVALENT), TIGHTEN TO 500 LBS OF TENSION MINUTE MAN MMA- I8 OR EQUAL W/ 5/8" SIMPSON TITEN OR WEDGE -ALL EMBEDED 3" MIN. INSTALL A MINIMUM OF 4° FROM SLAB EDGE. 3/1G° GALVANIZED CABLE TIE DOWN ENGINEERING PART #51556 (OR EQUIVALENT), TIGHTEN TO 500 L55 OF TENSION USE (3)-3/1 6" GALVANIZED CLAMP TIE DOWN ENGINEERING PART #53806 (OR EQUIVALENT) 1 10 MPH WIND ZONE: 1/2" DIA. X 30" GROUND ANCHOR WITH SINGLE 4" HELIX (MODEL #59055) FOR SOIL CLASS 2 130 AND 150 MPH WIND ZONE: 5/8" DIA. X 40° GROUND ANCHOR WITH SINGLE G' HELD( (MODEL #590G0) FOR SOIL CLASS 3 I GO MPH WIND ZONE - SEE GENERAL NOTE # I 0 (SEE CHART FOR QUANTITIES) Details for Concrete Installations Revision Date: Notes: 03/27/2012 Plan Update (2) - SIMPSON 913° (0 14° O.C. (1 30mph) OR '5M14" 16° O.C. (150 - I GOmph) AND (1) I /2'k4° LAG BOLT THRU BASE PLATE 5/8" DIA. THRU BOLT WITH 2° WASHER, A449 GALVANIZED OR EQUIVALENT 1 10 MPH WIND ZONE: 5/8" DIA. X 40" GROUND ANCHOR WITH SINGLE G° HELIX (MODEL #59060) FOR SOIL CLASS 3 130 AND 150 MPH WIND ZONE: 5/8° DIA. X 48' GROUND ANCHOR WITH SINGLE 6° HELD( (MODEL #59065) FOR SOIL CLASS 3 I GO MPH WIND ZONE - SEE GENERAL NOTE #1 0 (SEE CHART FOR QUANTITIES) Details for Masonry Block Installations (2) - SIMPSON 913" (0 14" O.C. (130mph) OR °SP114" (0 16° O.C. (150 - I GOmph) AND (I) I /2°x4" LAG BOLT THRU BASE PLATE 5/8° DIA. THRU BOLT WITH 2° WASHER, A449 GALVANIZED OR EQUIVALENT I I O MPH WIND ZONE - 5/8" DIAM.. X 40° GROUND ANCHOR WITH SINGLE G° HELIX (MODEL #59060) FOR SOIL CLASS 3 130 AND 150 MPH W1ND ZONE - 5/8° DIAM.. X 48" GROUND ANCHOR WITH SINGLE 6° HELD( (MODEL #59065) FOR SOIL CLASS 3 I GO MPH WIND ZONE - SEE GENERAL NOTE # I 0 (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 3150 lbs. AND AN ULTIMATE LOAD OF 4725 lbs. 3. HELICAL ANCHORS FOR I GOmph WIND ZONES MUST MEET A MINIMUM WORKING LOAD OF 3484 lbs. AND AN ULTIMATE LOAD OF 5200 lbs. 4. ANCHORS MUST BE INSTALLED 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) I/2" X 30" GROUND ANCHOR WITH SINGLE 4° HELD( OR 5/8' DIA. X 40" AND 48" GROUND ANCHOR WITH SINGLE 6" HELIX 10. FOR 1 GOmph WIND ZONES USE TIE -DOWN ENGINEERING (OR COMPARABLE) MODEL # 55090 3/4" DIAM. x 3G" WITH A DOUBLE 4" HELD( (USE IN SOIL CLASSES 2) OR MODEL # 59250 5/8° DIAM. x 30" WITH A 6' HELIX AND A 4° HELD( (USE IN SOIL CLASSES 3004) I I . TESTED SOIL CAPACITY FOR TIE DOWN 1/2" X 30" ANCHOR = 500 FT . LB. 12. TESTED SOIL CAPACITY FOR TIE DOWN 5/8" X 40" ANCHOR = 375 FT. L13 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 5 12 FEET 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 1. WIND DESIGN PER ASCE 7-1 0 2. DESIGN WIND SPEED -1 1 OMPH - 130MPH -150 MPH - I GO MPH 3. WIND EXPOSURE CATEGORY: C 4. WIND IMPORTANCE FACTOR: 1.0 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, COBBIES, PRELOADED SILTS, CLAYS AND COARL. A TEST PROBE TORQUE VALUE OF 550+117s-in SOIL CLASS 3 - MEDIUM DENSE COARSE SANDS SANDY GRAVELS VERY STIFF SILTS AND CLAYS. A TEST PROBE TORQUE VALUE OF 350- 550Ibs -m 013I. 2x6 BLOCKING REQUIRED FOR THRU BOLT ATTACHMENT. 051. 2x6 BLOCKING REQUIRED FOR THRU BOLT ATTACHMENT. ANCHORING SCHEDULE Building Width Building Length Mex. Block Spacing Number of Blocks s'-0° 10'-0" T-8° 4 8'-0' ESSE T-6' 4 8' -0" 8' -0" T-8" 4 84-0° 10'-0° T-6' 4 KEN 17 -0' T-8° 6 8'-0" 14'-0' T-8" 8'-0° SIM Kra T-8" T-0° 6 110 MPH 130 MPH 150 MPH 180 MPH nnnn nnnn ©nnn nnn© mmmn nnnn Oaann nnnn am ©n mamma mnmab nnnn nnnn nn ©©mn nnan an ©a nnnn mnnm noniron dnnn mama© mmmn nnnn mrn nnnn Onion n s na 4 10'-0° REZA T -0' 6 10' -0' 14' -0° T-0° 6 10' -0" 16'-0° T-0' 6 10' -0° 2B-0' T -0" 8 10' -0° 24' -0° T -0° 10 117-0° 30'-0° T -0" 12 11' -0° 12'-0" 7-o° 6 11'-0° 14'-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° 11'-0" 30' -0° 38'-0° T -0° T -0" 12 14 11' -0" 40' -0° T-0" 18 11'-8° 12' -0" 8'-8° 11'-8° 14'-0° 8 11'-8° 16' -0' 6'-8° 6 11'-8° 20'-0" 6'-8° 8 11'-8° 24'-0° 6'-6" 10 11-8' 30'-0' 8'-6° 12 11'-8° 38'-0' 6'-8° 14 11'-8" 417-0° 6'-6° 16 5 6 5 5 5 11' -0" 44' -0' 11'-8° 50'-0° 13' -0° 16'-0' 8'-8° 8 8 6 5 n 0rmnn woo nnnn nnnn nmmn nnnn moronn 6'-8' 9 9 13' -0° 217-0" 8'-8' 12 13' -0' 24'-0' 8'-6° 15 13' -0° 30' -0' 8'-8° 18 13' -0° 36'-0° 6'-8" 21 13' -0' 40' -0° MOM 0 6 5 6 13' -0' 44'-0° 8'-6' 24 6 50' -0' 8'-6' 27 13'-8° 14' -0" 6'-8" 12 13'-8° 16 -0° 6'-6° 12 13'-8° 20'-0' tr-a° 18 13'-8° 24'-0' 6'-8" 20 13'.8° 30'-0' 6'-6° 24 13'-8° 36'-0" 40' -0° 44' -0° 13'-8° 8'-6" 6'-8' 28 32 8 5 6 6 6 mamam ©nnn nnnn nnnn Dann nnnn n 5 5 a nm a 8 mum 32 1131a 8n MM©M0© 6'-6° z/z?)241,27/1 DESIGNED FOR: LARK BUILDERS 409 DICKSON STREET VIDALIA, GA. 30474 PROJECT NUMBER: 12EN224 DATE: March 27ncl, 201 2 Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, Six Mile, S.C. 29682 - Phone: 864- 646 -7600 Alt#: 864-634-1300 4 s t 160 m • h -Metal La GENERAL. NOTES: I . THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE # 20I 0 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 UMITS 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 -15% MOISTURE CONTENT) 2xG 5.Y.P. #2- (12 -15% MOISTURE CONTENT) 2x8 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 I5 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. 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 OF ALL APPLICABLE LOCAL CODES AND TH1S 15 NOT A FOUNDATION DESIGN. 14. BUILDING 15 CLASSIFIED AS TYPE "5" (STORAGE) 15. ALUMINUM WINDOWS - TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. 1 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 F1ELD 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, MARDI 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 Or A KEY. Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, Six Mlle, S.C. 29682 - Phone:864-646 -7600 sider Box Eave Shed Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Sheet Index S1.0 Cover - General & Design Notes S1.1 Electrical & General Floor Plan 81.2 Skids & Floor Framing Plan S1.3 Skid and Floor Framing Details S14 Openings Schedule & Framing S1.5 Roof Framing & Schedule 81.6 Typical Frame Section Details S1.7 End Wall Frame Options GENERAL. NOTES CONTINUED: 22. DOOR SHALL BE 2 1/4" x 1 1/16" 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 (EXXCEPT THOSE IN USE AS AN ACCESSORY BUILDING FOR. A ONE OR. TWO FAMILY DWELLING UNDER. 400sa.ft.) MUST HAVE ATLEAST (1) 32"x80" (MIN.) 000R 28. ROOF FRAMING AND WALL FRAMING TO BE 3Y" Mt;TAL STUDS SPACED AT A MAXIMUM OF 24" O.C. These Plans Were Designed in Accordance with the 2010 Florida Building Code for a Wind Speed of 100 m.p.h. DESIGN PARAMETERS: (111P -GA5LE ROOF) [WIND DESIGN PER ASCE 7- 10, SEISMIC DESIGN PER RISC 34 I -051 I . WIND VELOCITY: I Gomph 2. WIND IMPORTANCE FACTOR: 1.0 3. WEND EXPOSURE: C 4. INT. PRESSURE COEFFICIENT: 0.18 ± 5. ENCLOSURE CLASSIFICATION: ENCLOSED G. COMPONENTS AND CLADDING: -ROOF LOAD (ZONE #1): -ROOF LOAD (ZONE #2); -ROOF LOAD (ZONE #3): -WALL LOAD (ZONE #4): -WALL LOAD (ZONE #5): -WALL LOAD (ZONE #44#5): 7. FLOOR DESIGN LIVE LOAD: 8. FLOOR. DESIGN DEAD LOAD: 9. ROOF DESIGN LIVE LOAD: 10. ROOF DESIGN DEAD LOAD: I I . WALL DESIGN LOAD: 12. COMBINATION LOADS: 13. SEISMIC USE GROUP: 14. BUILDING CATEGORY: 15. BUILDING OCCUPANCY: 16. CONSTRUCTION TYPE: 17. ALLOWABLE FLOORS: 18. EXTERIOR WALL FIRE RATING: 19. DESIGN OVERHANG: +21.4/ -43 +21.4/ -GI. +2 I.4/ -37. +45.5/ -49. +4G.3/ -58. +45.9/ -54. oats Aontood By �- A�ova1 Stamps: No.' IliadNu Bending Pio .8 P5F 7 PSF 4 PSF 8 P5F 5 ,« Robed 125 PSF j? 12 PSF _ 2 20 P5F SELF WEIG1jT 8 PSF AS PER ASCE 7 -10 B STORAGE - NON HABITABLE VB O 8 INCH 1 1" &Work E! miner Merida Certificate '.Is►)i . an Meet Nalindq Wetting as motto, e tten Thaw Prints comply !Alb *he Florida tdenutscturafl els Act and adopted Codas rid Adhere to the 1' following ¢rna�: Construction ps V/ occupancy„, -_ Allowable ft Rows 1..... Wind Veleeiry.i790 Aro iielfng of tx: Awes d Pun t< ?1f e• Allow floor I. 'A 20. DESIGN Mt ti 5 INTERNATIONAL BUILDING CODE 2009 $ FLORIDA BUILDING CODE 2010 21. THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE FOLLOWING CODES: -2010 FLORIDA BUILDING CODE -2010 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 10 I.5.2 SITE INSTALLED ITEMS: I . 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. 2010 1 503 AND 8318.6 NOTE: THIS 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. Approval tat 17 7 4- L Al+srt/ Appiov& Ooew...."" .A Nl+dmiha requ rr.+nr►*�s of 3A- State i..,oa NDI "APPROVED" DOCUMENT 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: S1.0 1 of 7 &LECTRICAL 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 SIZES FOR ACTUAL HVAC UNIT(5) INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE LATEST EDITION. 2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES. 3. EACH CIRCUIT 15 TO HAVE CONTINUOUS 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 10' 01' COPPER CLAD EARTH DRIVEN ROD WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. 5. ALL CONDUIT TERMINATION'S OF In 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 (WA 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 COMPUANCE WITH SEC. I 1 0 -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 # 12 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 ARTICLE 1210.8(A)(2) NEC -08. Electrical Symbol Key GFCI Duplex Receptacle 120V 10 - - Incandescent Light w! (1) -60w Bulb Junction Box $ Switch WP Weatherproof $R Switch wt Receptacle Outlet 120v 10 WINDOW HEIGHT, LOCATION AND QUANTITY MAY VARY AND ARE OPTIONAL. \5' MAX. d 4.MAX. 4 24" P.T. 3/4" Ti* SEE VARIOUS END - FLOOR SHEATHING WALL FRAMING SECTIONS FOR WALL AND WINDOW FRAMING. .` �•..$ OPTIONAL ELECTRIC TO - -/ WP EACH UNIT FIELD CONNECTED FROM EXISTING POWER SOURCE TO UNIT 32" MIN., GO" MAX. WIDTH BY G'-8" HEIGHT DOOR, LOCATION MAY VARY. may° METAL STUDS SPACED AT 24" O.C. MAX. SEE VARIOUS END WALL FRAMING SECTIONS FOR WALL AND DOOR FRAMING. (I► 32" MIN., GO" MAX. WIDTH BY G'-8° HEIGHT DOOR, LOCATION MAY VARY. 50' -O" MAXIMUM BUILDING LENGTH NOTES: • ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY. Typical Floor Plan SCALE: 1/4 "= I' -0" Date Ammo() BY Approval Stamps: nd lt» Bullock er Florida Certificate ste ct: Madadar B eIk1tng Plan Haney Associates, Inc. Engineering & Construction Planning P.B. Box 348, Six Mile, &C. 29682 - Phone:864446- 7640 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. 1213N224 Checked By: Date: C.L.A. 04/09/12 ND1 "APPROVED" DOCUMENT SKID LAYOUT AND FLOOR FRAMING SCHEDULE 125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid) Width Joist Size &Spacing A 15" B 42" Width 6' -0" Joist Size &Spacing A 1_ 13 12" 24" 6' -0" 2x4's @ 16" O, C., Max. ‘2x6's 2x4's ( 16" O.C., Max. 8' -0" 16" O.C., Max. 18" 24" 24" 28" 60" 72" 84" 84" 8' -0" 10' -0" 11' -0" 11' -8" 2x6's @ 16" O.C., Max. 16" 20" 32" 40" 10' -0" .@ 2x6's © 16" 0.C.; Max. 2x6's @-16" O.C., Max. 2x6's @ 16" O.C., Max. 11' -0" 2x6's @ 16" O.C., Max. 22" 44" 11' -8" 2x6's @ 16" O.C., Max. 2x6's 616" O.C., Max. 24" 46" 13' -0" 2x8's @ 16" O.C., Max. 36" 84" 13' -0" 2x8's @ 16" O.C., Max. 26" 52" 13' -8" 2x8's @ 16" O.C., Max. 40" 84" 13' -8" 2x8's @ 16" O.C., Max. 28" 56" 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. it ALL SKIDS ARE P.T. -4x6 S.Y.P. #2 OR (2) -P.T. -2x6 5.Y.P. #2 • 6' -O" WIDE UNITS MAY USE 2x4 S.Y.P. #3 JOISTS • ALL JOISTS ARE TO BE P.T. - S.Y.P. #2 C P.T. SIDE RAIL TO MATCH JOIST SIZE, SEE FRAMING SCHEDULE FOR SIZES. SEE SCHEDULE FOR JOIST SIZE P.T. -4x6 S.Y.P. #2 or (2) -P.T. -2x6 S.Y.P. #2 SKIDS 50'-O" MAXIMUM BUILDING LENGTH 4' -0" or 6' -0" Optional Porch Typical 2 Skid Floor Framing Plan SCALE: I /4 " =1' -0" SEE SCHEDULE FOR JOIST SIZE "A" "A" SEE SCHEDULE FOR JOIST SIZE "A" "B "B" "A" 7--P.T. SIDE RAIL 10 MATCH JOIST SIZE, SEE FRAMING SCHEDULE FOR SIZES. Doti Approved Bp p I3 1139dalar Banding SEE SCHEDULE FOR JOIST 51ZE P.T. -4x6 S.Y.P. #2 or (2) -P.T. -2x6 S.Y.P. 72 SKIDS 50' -0" MAXIMUM BUILDING LENGTH L 4'-O" or 6' -0" Optional Porch Typical 3 Skid Floor Framing Plan SCALE: I I4 "= I'-O" Haney Associates, Inc. Engineering & Construction Planning P.O. Hos 348, Siz DlIe, S.C. 2968E - Phone:364 -646 -7600 These Plans Were Designed in Accordance with the 2010 Florida BUllding Code for a Wind Speed of 164 m.p.h. Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Designed By: Project No. 12EN224 Checked By: Date: C.L.A. 04/09/12 Approval Stamps: ( Z - - tion Nottdea e Aletard L SI:Reek nt Etaminer Morfda CorfUftcate Vkl e ND1 "APPROVED" DOCUMENT Sheet Number: SEE FRAMING SCHEDULE FOR JOIST SIZE SKIDS MAY BE P.T. -4x6 5.Y.P. #2 OR (2) -P.T. -2x6 S.Y.P. #2 SENCO K28 (OR EQUAL) NAILS AT 12" O.C., ROWS SHALL BE I.5" FROM EDGE, STAGGER ROWS 6" FOR (2)- P.T. - S.Y.P. -2x6's SKIDS, START PATTERN WITHIN 6" OF EACH END OF SKID NOTCH SKIDS 1/2"x IN FOR EACH FLOOR JOIST 5 D4FLOO: F' ' ING D3 } IL SCAM: 3 4' =1-0. SKIDS MAY er P.T. -4x6 S.Y.P. 12 OR (2) -P.T. -2x6 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, 5EE FRAMING SCHEDULE FOR SIZE. NOTE: ATTACH END JOISTS TO 5KID WITH (2)-5/1 6"x4" LAG SCREWS [OR (4) -O.131 x4° GUN NAILS] AND A SIMPSON 11-3 [OR EQUAL] AT EACH END OF JOIST. TYPICAL SKID TO ON CT O 0 4• -0" ATTACH EACH STUD TO SOLE PLATE WITH (2) 11 0 SELF DRILLING GRABBER SCREWS ( I ) INTO EACH FLANGE. 3%2" - 20ga. METAL WALL STUDS SEE PLAN VIEW FOR SPACING 3/12" - 20ga. METAL SOLE PLATE, CONTINOUS W/ 5/ 1 6°x4° LAGS AT 16" O.C., Max. P.T. 3/4" T4G FLOOR SHEATHING r 2x4 BLOCKING BETWEEN SKIDS, FASTEN WI (2)-0. 1 20"x3" NAILS AT 12° O.C., STAGGERED. 2x BLOCKING BETWEEN, SKIDS, FASTEN TO ENO' j _ ..._ _. JOIST W/ (3) -O. f 20 "x3° I NAILS AT 1 Z "O.C. EACH1 SIDE, STAGGERED. END 015T F; MING ! AIL 5CA 1.5e= I' P.T. -4x6 S.Y.P. #2 SKIDS (2) -P.T: 2x6 S.Y.P. #2 SKIDS Approval Stamps:._ Dittof3 Approved Ey Modular bud[dfd PI 1 2" LAP SPLICE FASTENED W/ (6)-5/1 6"x4" LAG5 (OUTER FACE), (3)-5/1 641x4" LAGS (INNER FACE), (9) LAG SCREWS TOTAL. 3 "x6" SPLICE PLATE ON 3 of 4 51DE5 OF JOINT, FASTEN EACH PLATE W/ (5)-5ENCO K28 (OR EQUAL) NAILS EACH 510E. TYPI AL S ID 5PLICIN D 11 -0, Haney Associates, Inc. Engineering 8. Construction Planning P.O. Box 338, Six Mlle, S.C. 29602 - Pkone:864. 641-7600 These Plans Were Designed in Accordance with the 2010 Florida building Code for a Wind Speed of 1•60 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 Plan No, !ai%rP7 tint ,dd: P,Icbard t. Vidlock no Examiner Florida Genitival* : 11 DT "APPROVED" DOCUMENT 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 350S162 -43 ©24" Q.G. Max. — 8' -0" ASIS SSMAS 350S162 -43 @ 24" Q.C. Max. 10' -0" ASIS SSMAS 3505162 -43 @ 24" a.C. Max. 11' -0" ASIS SSMA_-S 350S1'62-43 @ 24" Q.C. Max. 11' -8" ASIS SSMAS 350S162 -43 @ 24" Q.C. Max. 13' -0" ASIS SSMAS 350S162 -43 @ 24" Q.C.'Max 13' -8" ASIS SSMAS 3505162 -43 @ 24" Q.C. Max. Z10 SCHEDULE AND ROOF FRAMING NOTES: • ROOF FRAMING SHALL BE SPACED TO UNE UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD TRANSFER AND STRAPPING. • ROOF DRAINAGE SHALL COMPLY WITH F.D.C. 201 0 1 503 AND 8318.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 1 3'-8" OR THE LONG DIRECTION "STANDARD" WITH GABLE ENDS THAT VARY 6` -0" TO 1 3'-8" WITH A MAXIMUM SIDE WALL LENGTH or 50` -0.. • ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILD EX 10-1 Gx 1 TEK5 PANHEAD SCREWS WITH #3 DRILL POINT ATG "O.C. 50' -0" MAXIMUM BUILDING LENGTH - 30' -0" MAX. FOR VAULTED ROOF Typical Roof Framing Plan SCALE: 1/4 " =1' -0" oate . APprond By Approval Stamps: 13 lir Plan No. 1 "444134e. Z Modular tiulidlnd Plots 3Y2" - 20ga. METAL RAFTER5 AND BRACING, SPACED AT 24" O.C., MAX. LINE UP RAFTERS TO LAND ON WALL STUDS FOR LOAD TRANSFER i Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, SLc Mile, S.G. 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. 12EN224 Checked By: Date: C.L.A. 04/09/12 Mork or Florida Certificate ND! "APPROVED" DOCUMENT ■ oaf /ovia Sheet Number: S1.4. 5 of 7 -,- r____.__Th„.. ___"..,."____:.,,,___,.....„,__ _ .........,... Standard Ridge Jau(ted I ----y Ii- s-ir 50' -0" MAXIMUM BUILDING LENGTH - 30' -0" MAX. FOR VAULTED ROOF Typical Roof Framing Plan SCALE: 1/4 " =1' -0" oate . APprond By Approval Stamps: 13 lir Plan No. 1 "444134e. Z Modular tiulidlnd Plots 3Y2" - 20ga. METAL RAFTER5 AND BRACING, SPACED AT 24" O.C., MAX. LINE UP RAFTERS TO LAND ON WALL STUDS FOR LOAD TRANSFER i Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, SLc Mile, S.G. 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. 12EN224 Checked By: Date: C.L.A. 04/09/12 Mork or Florida Certificate ND! "APPROVED" DOCUMENT ■ oaf /ovia Sheet Number: S1.4. 5 of 7 2 1 /2" x I/2" CORRUGATED ROOF PANELS FASTENED WTTH 1 /4 "- 14x3 /4 "HMI TRAXX/ I AT G" O.C. G' -G" STANDARD OPT. 7-0" OR 8' -0" 31/2"-20ga. METAL COLLAR TIE, 4' -O" LONG, ATTACH W/ (2) #1 0 SELF DRILLING GRABBER SCREWS EACH SIDE SEE ROOF FRAMING SCHEDULE FOR RAFTERS SEE ROOF FRAMING SCHEDULE FOR FASTENING REQUIREMENTS 55I.2 FOR SKID AND FLOOR FRAMING VARIES, G' -0" to 131-8" Typical frame Section SCALE: I /4 " =1'-0" Haney Associates, Inc. Engineering & Construction PIanning P.O. Box 348.81x bilk, S.C. 29682 - PhoneN864 -646 -7604 311".-200s. METAL STUDS SPACED AT 24" O.C. MAX. " -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 is" WOOD SCREW AT G" O.C. (OR EQUAL) These Plans Were Designed in Accordance with the 2010 Florida Building Code for a Wind Speed of I GO m.p.h. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SIZES AND SPACING " -200a. METAL STUDS SPACED AT 24" O.C. MAX. Ali 0 LRHAN ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDER 10- I Gx 1 TEICS PANHEAD SCREWS WITH #3 DRILL POINT AT G" O.C. OPTION DETAIL I -0' Date 4pPravd By /3 /3. Approval Stamus: Pion No.1749.1.acititO *bad L. Bullock Modular Malin Piano &gamines Florida GrtHmra#e WAVY 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. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SIZI;5 AND SPACING 2 " -20ga. METAL STUDS SPACED AT 24" O.C. MAK. NG OPTION DETAIL Car " car: 3/".I'-O' OVERH Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Designed By: Project No. O.1LH. 12EN224 Checked By: Date: C.L.A. 04/09/12 6 Of ,. NDI *APPROVEV DOCUMENT Sheet Number: S1.5 3Y2" METAL BRACE AT 3` -O" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/ (2) # I 0 SELF DRJLUNG GRABBER SCREWS, (1) INTO EACH FLANGE 3'/2" 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 ROOF PANELS FASTENED WITH 1/4"-1 4 x 3/4" HWH TRAXX/ I AT 6° O.C. 3V2" - 20ga. METAL BRACING, ATTACH EACH END TO STUDS W/ (2) #10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE [NOTE THAT THIS BRACING 15 REQUIRED ON SIDE WALLS AS WELL (BOTH SIDES OF EACH CORNER)] End Wall Framing Option SCALE: 114 "= I' -0" SEE 51.2 FOR SKID AND FLOOR FRAMING WALL OPENING FOR SIDE WALLS ARE TO BE FRAMED SIMILAR. TO THOSE SHOWN HERE FOR ENDWAI 15 8' -O" Max. 0 VARIES, G' -0" to 13' -8" End Wall Framing Option SCALE: 1/4 "= I'-O" Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, Six title, S.C. 29682 - Phone :.864 -646 -7600 2-1/2" x 1/2" CORRUGATED ROOF PANELS FASTENED WITH 1/4"-14 x 3/4" I-IWH TRAXX/ I AT 6° O.C. 312" - 2Oga. METAL BRACING, ATTACH EACH END TO STUDS W/ (2) # I 0 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE [NOTE THAT THIS BRACING 15 REQUIRED ON SIDE WALLS AS WELL (BOTH SIDES OF EACH CORNER)] 5EE 51,2 FOR SKID AND FLOOR FRAMING VARIES, G' -O" to 13' -8" End Wall Framing Option SCALE: 1 /4 °= 1 ' -0" These Plans Were Designed in Accordance with the 2010 Florida Building Code for a Wind Speed of I G0 VARIES, G' -O" to 13'43» End Wail Framing Option SCALE: 1/4 "= I' -0" 312" METAL BRACE AT 3' -O" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/ (2) # I 0 SELF DRILLING GRABBER SCREWS, (I ) INTO EACH FLANGE Approval Stamps: moduktilWit 7et, 31A e was =< 31" METAL GRACE AT 3' -O" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD WI (2) #I0 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE NOTE THAT TH15 BRACING 15 REQUIRED ON 510E WALLS AS WELL (BOTH SIDES OF EACH CORNER) i Single Wide Metal Master Plan Lark Builders 409 Dixon Street Checked By: Vidalia, GA 30474 C.L.A. ,NDI- "APPROVED" RRRiiiIl/ ■ ■` DOCUMENT Designed By: Project No. O.R.H. 12EN224 Date: 04/09/12 RECEIVED APR 2 6 2012 BY: C ti) Miami Shores Village APPROVED ZONING DEPT BLDG DEPT DATE SUBJECT TOCO f ALL STATE ANO COUNTY RULES AND Wmtu► T / /7� 17e c ."4/