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RC-18-15Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-294771 Permit Number: RC-1-18-15 Scheduled Inspection Date: August 31, 2018 Permit Type: Residential Construction Inspector: Naranjo, Ismael Inspection Type: Final Owner: ROJAS, MIRYAM Work Classification: Shed Job Address: 534 NE 95 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Phone Number (305)498-1227 Parcel Number 1132060140820 Building Department Comments REPLACE EXISTING SHED WITH NEW SHED ON TOP EXISTING CONCRETE PAD. Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. tnfractio Passed Comments INSPECTOR COMMENTS Inspector Comments False August 30, 2018 For Inspections please call: (305)762-4949 Page 2 of 31 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit No. RC-1-18-15 Pe rri€ Type. Residen .iatiConstructior Work C1assifcatiort:, Shed Permit Status: AP`OROVED Issue,Date:a-315/2018 Expiration: 09/01/2018 Parcel Number Applicant 534 NE 95 Street Miami Shores, FL 1132060140820 Block: Lot: MIRYAM ROJAS Owner Information Address Phone Cell MIRYAM ROJAS 534 NE 95 Street MIAMI SHORES FL 33136- (305)498-1227 Contractor(s) HOME OWNER Phone Cell Phone Valuation: Total Sq Feet: $ 2,000.00 120 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: REPLACE Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : EXISTING SHED WITH N Occupancy: Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $1.20 $2.00 $2.00 $0.40 $5.00 $100.00 $80.00 $9.00 $1.60 $201.20 Pay Date Pay Type Invoice # RC-1-18-66032 01/03/2018 Check #: 516 03/05/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 151.20 $ 151.20 $ 0.00 Available Inspections: Inspection Type: Slab Final Review Building Review Building Review Structural Review Planning In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID IIT 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 ' oni ?. F ermore, I uthorize the above -named contractor to do the work stated. Autho Building Depart Applicant / Contractor / Agent t Copy March 05, 2018 Date March 05, 2018 1 \\* BUILDING PERMIT APPLICATION lEKUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING Master Permit No.?C FBC 20 (4-� Is Sub Permit No. ❑ REVISION ❑ EXTENSION ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 5-3 (( N q S" City: Miami Shores Folio/Pa rcel#: Occupancy Type: Load: Construction Type: 114 County: Mia mi Miami Dade Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): M I Ry Am R O S P s Address: 6-J T N E cisin s-c- City: MA Ai1 S thSV...r—S State: T. Tenant/Lessee Name: t.i I k Email: ❑ RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: 3 31 38� Phone#1(3O5)W p —1 aa-9- zip: 37JL 38 Phone#: CONTRACTOR: Company Name: Sac' Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ )-000, 00 Type of Work: ❑ Addition ❑ Alteration Square/Linear Footage of Work: ❑ New pair/Replace Description of Work: R.e,p a GQd Q}. S'lfVl,lJ� 0 f P ,(2I1S4in C NA -CAL' Zip: 1ao S,'. ❑ Demolition sly W (- n &ke-L rL-.4 - Specify color of color thru tile: Submittal Fee $ Permit Fee $ ( w + �� CCF $ Scanning Fee $ Radon Fee $ DBPR $ CO/CC $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ • "Cji Bond $ TOTAL FEE NOW DUE$ `-15i° (Revised02/24/2014) Ifij Bonding Company's. Name (if applicable) t1r.; Bonding Company's Address City �_ 3yf State Zip { R Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 4 i 3. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced' prior to the issuance'of a permit and that all work will be performed to meet the standards Of' all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 1N 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 ezceedingV$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law.brochure will be delivered to the person whose property is subject to attachment.` Also, a certified copy of the recorded notice of commencement must be postedat the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will node approved and a reinspection fee will be charged. I 9' f Signature -'1' t / Signature CONTRACTOR OWNERT AGENT The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of {�i���CZ , 20 ice- , by day of 20 , by Mj Qi'1 3 , who is personally known to , who is personally known to w . me or who has produced as me or who has produced identification and who did take an oath. NOTARY PU Sign: Print: Seal: S I ffA f-A S C: Y i} identification and'who did take an oath. NOTARY PUBLIC: R 3 v t as r . Sign: ' Print: _ t. ieWr- } 605:: ", Notary Public State of Florida } *$ ********************* Sindia Alvarez ,"""My Commission FF 156750 a ' Expires 09/03/2018 ea l: * * * * * * * * * * * * * * * * * ##*************************** APPROVED BY IL "' Plans Examiner • Structural Review Zoning Clerk (Revised02/24/2014) • OWNER BUILDER DISCLOSURE STATEMENT NAME: M ( RYA M ROTAS ADDRESS: 5 3 N 9 5" $sfi= DATE: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 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 1 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 tease: 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 taw and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 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. 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. 1, • 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 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 licensecfmust work•under my direct supervision and must be employed by me, which means that 1 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 understandthat 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 govern owner -builders as well as employers. 1 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://v.ww.myfloridalicense.com/dbpr/pro/cilb/index.html 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: 53( N6457Hc ". Initial 12. I agree to notify Miami Shores Village immediately of any additions; deletions, or changes to any -of the information that 1 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'rrle this 93 day of Nv p.eZY, 20 8 _2-537 /NS who was personally known to me or who has Produced there License or • as ideritification. NOTARY Notary Public State of Florida Sindia Alvarez qc>: my Commission FF 156750 1 cr n0 Expires 09/03/2018 .yrY yfilL._A.nVi�.d. A..R. A. * A t. ., - PS] January 26, 2018 Mr. Thomas Campbell Florida Department of Business and Professional Regulation Manufactured Building Program 1940 North Monroe Street Suite 90A Tallahassee, Florida 32399-0772 RE: Plan Approval: Residential Lawn Storage Shed Manufacturer: Suncrest Sheds Agency Plan Number: SS-700-S-17 Dear Mr. Campbell: Intertek-PSI 1748 33'd Street Orlando, FL 32839 Tel +1407 304 5560 Fax +1407 304 5561 intertek.com/bullding .... • . • . •... • • . ... .. • •. • • .. • • • •••• .. . • • • . ....• ... •••• • • • •• ....... • • • • • • Professional Service Industries Inc., an Intertek company ("Intertek-PSI"), part of InteftelNuilding Science Solutions, in pursuant to the requirements of the Florida Department of Business and Professional IidgIAtions, • . • • • • • the above referenced documents have been reviewed for compliance with: 2017 Florida Building Code, 6th Edition 2014 NEC A signed and sealed set of plans are maintained on file in the Third -Party Agency office of PSI. .. • All mandatory comments have been satisfied and plans are approved for construction by a modular building manufacturer that is currently approved by the Department of Business and Professional Regulations. If you have any questions or require my assistance in any way, please do not hesitate to contact me. Yours sincerely, Professional Service Industries, Inc. _ p ' Victor C. Martin, PE #82379 Department Manager — Plans Examiner Building Science Solutions Ill Intertek is a brand name representing the Intertek Group plc legal entities, including but not limited to, Intertek Testing Services NA Inc., Professional Service Industries, Inc. ("INTERTEK-PSI"), Architectural Testing Inc. ("INTERTEK- ATI"), and MT Group Inc. ("INTERTEK-MT"). www.intertek.com/building • . • PSJ APPROVAL. 2018-01-26 GENERAL NOTES: 2017 FBC (6th Edition) / ASCE 7-10 (STANDARD: "CENTER -PEAK" STYLE ROOF) 1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE STATE OF FLORIDA DEPARMENT OF BUSSINESS & PROFESSIONAL REGULATION (FDBPR). 2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE. 3. RESIDENTIAL STORAGE SHEDS ARE EXEMPT FROM WINDBORNE DEBRIS REQUIREMENTS. 4. RESIDENTIAL STORAGE SHEDS ARE EXEMPT FROM STATE PRODUCT APPROVAL REQUIREMENTS. 5. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS PER THE FBC FOR THE WIND LOAD DESIGN OF THE BUILDING. 6. GUTTERS ARE TO BE SITE INSTALLED AND SUBJECT TO THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. 7. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN, BUT MEMBER SPACING SHALL NOT EXCEED LIMITS SHOWN. 8. ALL BUILDINGS FROM 0 S.F. TO 720 S.F. ARE EXEMPT FROM WIND -BORNE -DEBRIS IMPACT STANDARD PER FLORIDA STATUTES. 9. ALL BUILDINGS FROM 0 S.F. TO. 400 S.F. FOR USE WITH ONE AND TWO FAMILY RESIDENCES ARE EXEMPT FROM DOOR HEIGHT REQUIREMENTS PER FBC. 10. ALL BUILDINGS 400 S.F. OR LESS WITH 72" DOOR HEIGHTS ARE ACCESSORIES TO RESIDENTIAL STRUCTURES. 11. ALL COMMERCIAL & RESIDENTIAL BUILDINGS 401 S.F. OR GREATER MUST COMPLY W/ THE 6'-8" DOOR HEIGHT AND THE MAX. AND MIN. WIDTH REQUIREMENTS. 12. ALL LUMBER SHALL BE STRESS GRADED NO. #2 SOUTHERN YELLOW PINE (Fb = 1500 PSI). (Unless otherwise noted) 13. ALL STEEL STRAPS REFERENCED ON PLAN SHALL BE 1.25 INCH x 16 GA. MINUTEMAN COIL STRAP w/(8) .131"x3 1/4" GUN NAIL PER STRAP ENO OR EQUIVALENT FROM ROOF MEMBER TO STUD MEMBER. 14. THIS BUILDING SHALL COMPLY WITH FBC SECTION 2304.11 - PROTECTION AGAINST DECAY AND TERMITES. 15. ALL WOOD FLOOR SHEATHING & JOIST (IF 18 IN. OR LESS) SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 (A OR F) FOR ABOVE GROUND USE, AS A MIN. (0.25 PCF). ALL WOOD FOR SKIDS (IF INSTALLED AT 8" OR BELOW) SHALL CONFORM TO AWPA U1 (A OR F) FOR GROUND CONTACT (0.40 PCF). 16. COMPONENTS AND CLADDING: WIND PRESSURE (Pzonel) _ -41.58 PSF WIND PRESSURE (Pzone2) _ -58.55 PSF WIND PRESSURE (Pzone3) - -92.50 PSF WIND PRESSURE (Pzone4) = -45.82 PSF WIND PRESSURE (Pzone5) _ -50.07 PSF DESIGN LOADS FLOOR LIVE LOAD: A. 125 PSF (UTILITY SHED - RESIDENTIAL FLOOR DEAD LOAD: A. 10 PSF ROOF LIVE LOAD: A. 20 PSF. ROOF DEAD LOAD: A. 10 PSF. ROOF SNOW LOAD: A. N/A WIND LOAD: 1. 180 MPH 2. 1 (ASCE 7-10) 3. 0 4. GCp1 - 0.18 ACCESSORY STORAGE) YANG SPEED BUILDING RISK CATEGORY WIND EXPOSURE CATEGORY (per 1609.4.3). INTERNAL PRESSURE COEFFICIENT. SITE INSTALLED NOTES: NOTE THAT 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 AND APPROVAL. 1. THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM. 2. ELECTRICAL,SERVICE HOOK-UP (INCLUDING FEEDERS) TO THE BUILDING. 3. THE MAIN ELECTRICAL PANEL AND SUB -FEEDERS (MULTI -UNITS ONLY). 4. GUTTERS TO BE INSTALLED ON -SITE BY OTHERS AND THROUGH LOCAL CODE. lit 11111111111131 NIllIII 111111l 11 1111 li >11I111 i liitIII i111111 Il011111111111111111t1I1111r 1 uItilt I 1 I1111111I 1 111 111 I111� i 11Imnf11M11I1�inr 1 IIIII u1�In11 Ii11111n11 Il!uu111111t1i111��i�Mln 1111MI tIlIl� 1121.1 iIHJIIl1IIIIIIhIhII MI ntatii�IIIJIIIII IIIs IIlliluJ1hthIII1ilmllilili sr• rn uru • irn Ir a ri ■nn ■ ir+s. irm■ ■1 .nnu•ir n.nruunun,slnUlu•t LEFT SIDE ELEVATION SCALE 3/16"=1'-0" SS-700-5-17 11l�1 1 t II II ilitIi 181 1 IIII hl !If I T i f I iiii� III itflliflhW 1r111� 111 11r111 II111111i1pIIIIIII<lII11N Il fIIU M111tlllillllll�iltll 11 II 1 11111 IutIIIi11111111111i11M1111Illgltill i/lhIII11111111t1111uI1Uh11 1111lfl1•(111111I11111l*WHIN 1111111111 It1111 111111t111111IIill 1111111111I11I11111I111 I I IIlll t■Illu 1HIII11 11■Ilpl I RI111111111*MuI/MINIIItllll�llill'I/IIUILhIIIIihIf1Il11l1*IIt1 I11I11t11111IIIIIIIIi;IItlhIll ururnntrnrr:rumr�■ruri uir,■rerr •snrnu,ruul i■nirisuuu:rnr.uumru.nr •f■1 b RIGHT SIDE ELEVATION SCALE: 3/16"=1'-0" FRONT ELEVATION SCALE: 3/18"-1'-0" REAR ELEVATION SCALE: 3/16"=1'-0" (STANDARD: "CENTER -PEAK" STYLE ROOF) we S BEDS DRAWING INDEX: SHEET 1 of 5 SHEET 2 of 5 SHEET 3 of 5 SHEET 4 of 5 SHEET 5 of 5 COVER SHEET EXTERIOR ELEVATIONS FLOOR PLAN ELEC PLAN (OPTIONAL) BUILDING CROSS SECTION MISC. DETAILS DESIGN PARAMETERS: Building Code: Electrical Code: Fire Code: Monufocturen Thkd Porly Agency. Construction Type: Occupancy. Wind Velocity. Squore Footage: 2017 FBC (6th Editlon)/FBCR 2014 NEC, NFPA 70 2017 FFPC Suncrest Sheds Professlonol Service Industries V-B U titlty-Mlscelloneous Vult Exp 180 MPH, Vosd 139 MPH 719 S.F. SUNCREST MODEL is • SS-7OO-S41.: OCCUP:RESIDENTIAL LAWN STORAGE (OPTIONAL HIP ROOF) • • (OPTIONAL SINGLE SLOPE R44.F. * ALL OPTIONS COMPLY WI:H : FBC 2017 (6th EDITION) • 180 MPH & EXPOSURE DD••• : THIRD PARTY AGENCY: intertek pso CODE REVIEW Professional Service Industries, Inc An Intertek Company 1748 33rd Street Orlando, Florida 32839 Plans Review: Victor C. Martin, PE FL PE #82379', LA PE #42017 LSUCCC #U02436, TN PE #120939 THIS STRUCTURE HAS BEEN ANALYSED USING THE ALLOWABLE STRESS DESIGN (ASO), Vosd - 0.8(Vult). ALL MATERIALS AND COMPONENTS COMPLY WITH THE 2017 FLORIDA BUILDING CODE (RIC) (8th Edition), THE FLORIDA MANUFACTURED BUILDING ACT AND RULE AND THE 2014 N.E.C. FOR A CAT. 1:,ENCLOSED BUILDING, EXP. 0, W/ 1IND VELOCITY OF 180 YCONO GUST] H.L. BENNETT, FLORIDA P.E. NO. 32534 J 6 in 11) We • • • • •• • • • • • • DATE• • • 1-16-1e SCALE: NOIK • AP.L. ai°tai1"• 11.L4 • • DRAWING N0. R 59-700-9 SERIAL NO. R SVLDLVO SIZE: VARIES CODES: EDC2017/ASOC7-10 LABELS: PACE: 1175 JOB NO R SHEET 1OF5 • •• • • • • • • • •• • • • PSI APPROVAL: 2018-01-26 (OPTIONAL: "HIP" STYLE ROOF) (OPTIONAL: "SINGLE —SLOPE" STYLE ROOF) ire•. � ''''1t n•twA• •t n I►•: • n4u■P► 1111111111111111111�1i1 <lll��utll lrllt 1 h it II tt(1 1�11111IIl1p.. .I1IiiUilllli1.111111hiH uISIhilr�rrjli1i111 1111 11 II iiIi 1 1i.' �di�'ll 11 ■t/1/'.w111e ■I lel Ills II�IiMI •I■ )/ RIM 1 b1 III ■ 11t1 /Itl�ilh LEFT SIDE ELEVATION SCALE: 3/16'=1'-0' 1 .•Irnf•3r .�•Ire•►•lr1•.•!rt•.•:rl•.•IR.U•I•. . iiili iiriini Itii/ll nl 11111 l 11lllrullll IIu111. I1111111C 11'1p1Il1i1111111111I111111111111110111111111 111 -.ill 1111111111111110111111111111111111111111111111111 i IhIUUiit Iili l 1 lflh _.dt11r1Enulrquf11ru1LnuI�I n>,nnanIi11_nlnMgn�I/� If i�utelrinn��� nili� i��ti7r„ *HIP ROOF OPTION COMPLIES W/ FBC 2017 (6th EDITION) 180 MPH & EXPOSURE D. RIGHT SIDE ELEVATION SCALE: 3/16'=1'-0' lb.. 1/I�((lill111h1,. ,111111U1111111111U, �I 1��I�III �%1 _mini .a111111111i mummy ei •li 111 Itr,. rtf1J11 1111i1Uillrioi.. II1 � I=II''1(lIIIalllulhl M'i11118)iiccii11<r11tiriiifltll 1 FRONT ELEVATION REAR ELEVATION SCALE: 3/16.=1.-0" SCALE: 3/16..1'-0" 11111II11111111 'Torn I1111'It11;; ll iI/lull >111 I� hll 1 hllt 1111111111111111 ii11 1/'I, '"I11 II III 11 'COO 11111111 1111111111111111111111111111111111111��1I�j11j111111111111111111111111111111111111111111 Il`�l�f,1 '1t �}tli 11111111111 •►iirnutru�•: t,b.I Iiu:lLiti tu•tIitel l$Irifitldill r�1►•}U1+►•ifiII►ru.I �i AVAI $ LEFT SIDE ELEVATION SCALE: 3/16'=1'-0' e S HEDS *SINGLE SLOPE ROOF OPTION COMPLIES W/ FBC 2017 (6th EDITION) 180 MPH & EXPOSURE D. • • • , ••' •, • es: �a I..i .• • I • • • • • • • • • • • • • • FRONT ELEVATION SCALE: 3/16'=1'-0. RIGHT SIDE ELEVATION SCALE: 3/16'-1'-0' TABLE 2308.10.3(2) FBC CONVENTIONAL FRAMING SPANS —RAFTEirSPAN • Sinde slope only) 2X4 18" O.C. 8'-11 2X8 18" O.C. 14'-1" 2X8 18" O.C. 18'-8" REAR ELEVATION SCALE: 3/16'-1.-0" (OPTIONAL: "HIP" STYLE ROOF) (OPTIONAL: "SINGLE —SLOPE" STYLE ROOF) THIRD PARTY AGENCY: intertek psO CODE REVIEW Professional Service Industries, Inc An Intertek Company 1748 33rd Street Orlando, Florida 32839 Plans Review: Victor C. Martin, PE FL PE #82379) LA,PE #42017 LSUCCC #U02436, TN PE #120939 THIS STRUCTURE HAS BEEN ANALYSED USING THE ALLOWABLE STRESS DESIGN (ASO), Void - 0.6(Vult). ALL MATERIALS AND COMPONENTS COMPLY WITH THE 2017 FLORIDA BUILDING COOE (FOC) (61h Edition), THE FLORIDA MANUFACTURED BUILDING ACT AND RULES, AND THE 2014 N.E.C. FOR A CAT. 1: ENCLOSED BUILDING, EXP. 0, W/ WIND VELOCITY OF 180 M.P.H. (3 SECOND GUST) , H.L. BENNETT, FLORIDA P.E. NO. 3253 J • • •• • GO• • • •• •••• DATE:* • • I-1e-te SCALE: • NONE • VIVP•• Av CHEWER 9» KM..• • DRAWNO No. r. SS-700-3 &ERMAL N0. r ru-0sNo SZE: 14V0E5 c0oEs /802017/150E7-t0 LAeas 11. PACE: 2001 .toe Hot• (j cip A n oee. SHEE1: 20F5 •• • • • • • • • • • • • PSI APPROVAI • 201R-f 'l-7R STRUCTURAL LOAD LIMITATIONS: FLOOR LIVE LOAD: A. 125 PSF (UTILITY SHED - RESIDENTIAL ACCESSORY STORAGE) ROOF LIVE LOAD: A. 20 PSF. ROOF SNOW LOAD: N/A HIND LOAD: 1. 180 MPH HIND SPEED 2. 1 (ASCE 7-10) BUILDING RISK CATEGORY 3. D HIND EXPOSURE CATEGORY (per 1609.4.3). 4. GCpI - 0.18 INTERNAL PRESSURE COEFFICIENT. 5. COMPONENT & CLADDING LOAD: ROOF COMPONENT & CLADDING LOAD: Pr - -35.24 PSF ZONE: 1 Pr = -78.39 PSF ZONE: 3 Pr = -49.62 PSF ZONE: 2 WALL COMPONENT & CLADDING LOAD (HINDOWS/DOORS): Pw - -38.83 PSF ZONE: 4 Pw = -42.43 PSF ZONE: 5 6. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. SEISMIC LOAD: N/A FLOOD LOAD: PROVIDE HYDROSTATIC REUEF IF LOCATED IN FLOOD PRONE AREA. (PER LOCAL JURDISTICTION) (OPTIONAL) ELECTRICAL PANEL SCHEDULE CUIT 2 3 3,5 DESCRI NOMENCLATURE LIGHTS RECEPTS DED RECEPT ED RECEPT BREAKER (AMPS) 15A 15A 15A ELEC `& CAL PANEL S. PTION ..• ��` .003 kW/SF x 547 7 RECEPTS 0 180 VA 1 DED RECEPT 0 3.20 7.65 TOTAL kW TOTAL / 240 x 1000 - INSTALL 100 AMP PANEL 120/240 V, 10 PHASE AX.) x 000 . x 1.25 = .88 AMPS WIRE (CU.) 14-2 MC.. 14-2 14- c w;, C G ELECTRI,'` L SY ` � OLS DUPLEX R TACLE 0 16" A.F.F." KVA 2.39 1.26 4.00 CE DUPLE S x EPTACLE 0 42" A.F.F. (►'"iv. SS NOTED) QUAD,'»'L' RECEPTACLE 0 16" A.F.F. ,SS NOTED) RE•k'LE 240v 0 42" A.F.F. UST FAN & LIGHT COMBO-100 CFM (U ELECTRICAL PANEL BOX 48" TO BOTTOM NOTED) SWITCH 0 48" A.F.F. 13 3-WAY SWITCH 0 48" A.F.F. INCANDESCENT SP RECESSED INCANDESCENT FIXTURE (100w MAX) LIGHT FIXTURE (100w MAX) w.P. WEATHERPROOF LIGHT (PC - -Photo cell") , "PORCH" (W. PER SPEC) FLUORESCENT UGHT FIXTURE -DIFFUSED (92w MAX.) co T7 8 VARIES FROM 6'-O" to 50'-0" �' \ / \ / I9-Iv 1LI*��_�— I * i S.L SCHETX1OE 1 (-3636VS } 10'-0" SHED W.P. ELEC PLAN "OPTIONAL) SCALE: 3/16"=1'-0" OPTIONAL: 3040 VS 1Ml/CLR WN001V: TIP. of (3) 3'-0" 1 3636V5 } FLOOR PLAN SCALE: 3/16"=1'-0" PANEL 100 AUP 120/240% (Se Ace pro ELECTRICAL 1. 2. 3. 4. 5. 6. tee) ALL CIRCUITS AND EQUIPMEN 0" ACTIVE / i PASSIVE o" ES: 2014 NEC ke of HEADERJS U A HA T (#2 S.Y.P.) HEADER SIZE MAXIMUM SPAN HEADER STUD(S) 0 EACH END FULL L NGTH STUDS ® EA``nnnn END STRAPS) 9 EACH END F HEADER til 2X4 2X8 2X10 5'-1; 8'-2" 9'-8' 1 2 2 1 2 2 1 2 2 2 2X12 11'-4" 2 2 2 TYPICAL HEADER/STUD DETAIL BE GROUNDED IN ACCORDANCE WITH THE OPTIONAL DOOR WINDO1Y SCHEDULE: SWING DOORS: WIDTH"s: HEIGHT"e: 3,4,5,8 FT. 8'-0" OR 8'-8" ROLLUP POORG: WIDTH"a: HEIGHT"s: 8,7,8,9,10 FT. 7'-0" OR 8'-0" WINDOWS: 221138" 30"X30" SINGLE PANE, CLEAR APPROPRIATE ARTICLES OF THE .;T ELECTRICAL CODE (NEC). WHEN LIGHT FIXTURES ARE INSTALLE EY SHALL BE SURFACE MOUNTED OR RECESSED. INCANDESCENT FIXTURE HAVE COMPLETELY ENCLOSED LAMPS. SURFACE MOUNTED INCANDESCEN *±'`' -- ' ES SHALL HAVE A MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER kTT;,. SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM "STORAGE AREA.`"' FINED BY NEC 410-8(o). PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM TH z UPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERI BEING IN COMPU- ANCE WITH SECTION 110-9 OF THE NEC BY LOCAL ELE -1, CONSULTANT. THE MAIN SERVICE PANEL AND FEEDERS ARE DESIGNED B IL - ; S. SITE INSTALLED AND SUBJECT TO LOCAL JURISDICTION APPROVAL. ALL RECPTACLES INSTALLED IN WET LOCATIONS (EXTERIOR) SHA BE IN WEATHER PROOF (WP) ENCLOSURES. THE INTEGRITY OF WHICH IS NOT AFFECTED WHEN AN ATTACHMENT PLUG CAP IS INSERTED OR REMOVED. ALL ELECTRICAL IS AN OPTION PER EACH BUILDING PER OWNER REQUEST. (Service provided must be GFCI protected) • • • • • • •• • • •••• • • • • • • • • •• •• • • • • • • • • • • •• • THIRD PARTY AGENCY: intertek CODE REVIEW Professional Service Industries, Inc An Intertek Company 1748 33rd Street Orlando, Florida 32839 Plans Review: Victor C. Martin, PE FL P J#82 7#,ALA PE #42017 LSUCCC #U02436, TN PE #120939 • THIS STRUCTURE HAS BEEN ANALYSED USING THE ALLOWABLE STRESS DESIGN (ASD), Vosd - 0.6(Vult). AU. MATERIALS ANO CODE (FBC) COMPONENTS PLY WITH THE 2017 R.ORI 6th Edition), THE FLORIDA MANUFACTURED BUILDING ACT AND RULES AND THE 2014 N.E.C. FORA CAT. 1: ENCLOSED BUILDING, EXP. D, Y}/ WIND VELOCITY OF 180 M.P.1�, (3 SECOND GUST) //2 44i H.L. BENNETT, FLORIDA P.E. NO. 32534 5 g k A if • •• • • • • •• • • • • w DM • • t-16-1t • SCAM • Wit awa: w�• MU- CNEC‘Eg BYE ILte. • • DRA•1!Ye NO! R q-TOD-7 SERIAL NO. k MALDIYO 91E: vmc1 COOETi ,1C2011/A9CEI-I0 I n. PACE: 3011 JOB NOR (.3131 410, AS SHEET; SI APPROVAL: 2018 01 26 26 GA. STANDING SEAM GALV. STEEL ROOFING MATERIAL REFER TO OCM FOR ASTM OR FL/) ON SNGI LAYER 30/ FELT (ASTM D 226 TYPE II) OVER 1/2" COX PLYWOOD DECKING OR THREE TAB CR 25 YEAR MIN, OAKRIDGE PRO OR EQUAL DIMENSIONAL SELF-SEALING ALGAE RESISTANT FIBERGLASS SHINGLES ON SNGL LAYER 30/ FELT UNDERLAYMENT (ASTM D 226 TYPE II) OVER 1/2" COX PLYWD DECKING (A 20% uplift Inereose for roof sheathing uplift lood hos been oplied - Exposure C) 1 1/4" x 16 GA. x 12" STEEL STRAP FROM WALL STUD TO OVER ROOF TRUSS AT 16" O.0 w/(4)4" GUN NAILS PER STRAP END .131"x3 1(TTYPICAL SIDEWALLS) (A 20X uplift increose for roof-to-woll uplift Iood hos been opiled - Exposure C) (STRAP INSTALLED ON TOP OF THERMOPLY BRD.) STRUCT HEADER: DBL 2x4 SW /2 WITH 1/2" PLYWOOD BETWEEN; NAIL HEADER TOGETHER SIDING OVER 1/8" THERMOPLY BOARD OR 1/2" CDX PLYWD TYP. WINDOW (SEE FLOOR PLAN) SILL PLATE: 2x4 SYP #2 CRIPPLE STUDS: 2x4 SYP /2 0 16" O.C. BOTTOM PLATE: SGL (NATURALLY DURABLE WOOD OR PRESERVATIVE -TREATED WOOD) SYP /2 2x4; FASTEN TO WALL STUD w/(3) .131"x3 1/4" GUN NAILS FBC 2304.11.2.2 APPUCABLE ONLY IF 8" OR LESS FROM EXPOSED EARTH. 1 1/4" x 16 GA. x 12" STEEL STRAP FROM WALL STUD TO FLSTAND AT 16' O.C. w/(4) .1�31"x3 1/4"T GUN NAIL P ROPENINGDSTRAP END (TYPICAL SIDEWALLS) MINUTEMAN COIL STRAP (STRAP INSTALLED ON TOP OF THERMOPLY BRO.) SEE "FLOOR FRAMING BELOW TRUSS PLATE INSTALLED W/ MECH. ROLLER W/ 1 1/4" OFFSET. 3"X4" TRUSS PLATE (so. side) TYPICAL AU. LOCATIONS ALUM DRIP EDGE P.T. 2x SYP /2 PERIMETER FLOOR JOIST FASTEN TO EACH FLOOR JOIST w/(3) .131"x3"CUN NAILS PER END FBC 2304.11.2.1 APPLICABLE ONLY IF 18" OR LESS FROM EXPOSED EARTH. 6 MAX. 12 R-13 INSULATION (OPTIONAL) ROOF FRAMING: 2x4 SYP 2 (ONLY UNITS UP TO 8'-0") PROVIDE A 2"X6" FILLER W/ 3"X8" TRUSS PLATE •:5tAM•M651M4,N•M•,ito`r•MAY•uYIMV,•�..�•S!sldJAV.1•.445W..•MIMY Min. 1/2 width of buiLding SHALL BE 7' AFF TOP PLATE: SGl SYP /2 2x4 FASTENED TO WALL STUDS w/(3) .131"x3 1/4" GUN NAILS 2X6 COLLAR TIE - USE FOR 8'-0" - 14.-0" UNITS - NOT REQUIRED FOR UNITS UP TO 8'-0") R-13 INSULATION (OPTIONAL) INTERIOR FINISH BY OWNER (OPTIONAL) FLOOR FINISH 8Y OWNER (OPTIONAL) FLOOR JOISTS: NATURALLY DURABLE WOOD OR PRESERVATIVE -TREATED WOOD) 2x SYP /2 F8C 2304.11.2.1 APPUCABLE ONLY IF 18' OR LESS — FROM EXPOSED EARTH. "A" FRAME ROOF: 2X4 MEMBERS FOR 14' MAX WIDTH FRAMING AT 16" 0.C. ROOF MEMBER DESIGN LOADS: UVE LOAD 20 PSF TOP CHORD DEAD LOAD 10 PSF TOP CHORD (NATURALLY DURABLE W000 OR PRESERVATIVE -TREATED WOOD 3/4" (min.) PLY -BOARD SHEATHING OR — 3/4" PLYWOOD, S1URD-I-FLOOR, T&G EXP.-1, 24" 0.C. MAX. SPAN. FASTENED w/ MIN. 0.99 X 2 1/2" GALV. NAILS 0 6" 0.C. ON EDGES AND IN FIELD FBC 2304.11.2.1 APPUCABLE ONLY IF 18" OR LESS FROM EXPOSED EARTH. R-13 INSULATION (OPTIONAL) VARIES 6'-0" TO 13'-8" OVERALL CROSS SECTION SCALE: 3/8" = 1'-0" VARIES TO 50'-0" OVERALL n n A - DURABLE W000 OR PRESERVATIVE —TREATED W000) 2x PERIMETER JOIST* / / FBC 2304.11.2.1 APPUCABLE ONLY(NATURALLY IF 18" OR LESS FROM EXPOSED EARTH. e \ DI S1 0 FI F e n6 x © 1, * L n FLOOR FRAMING PLAN SCALE: 3/16" = 1'-0" TIE -DOWN DOUBLE HELIX EARTH ANCHOR: (FOR SOL) MD jM122 5/8" OR EQUAL FOR ROCK) MD #MRA 0R EQUAL SEE SHEET 5 OF 5 FOR ANCHOR SCHEDULE L (NATURALLY DURABLE W000 PRESERVATIVE -TREATED WOOD) Pit 2x6 SKIDS OPTIONAL 4" OVERHANG PROVIDE 2"X4" BLOCKING BETWEEN MEMBERS (OR CONT. 2X SUBFASCIA) GUTTERS TO BE INSTALLED ON -SITE BY OTHERS AND THROUGH LOCAL CODE. TOP PLATE EXTERIOR WALL STUDS: 2x4 SYP#2 0 16" 0.C. EXTERIOR WALL FINISH OPTIONS: VINYL LAP SIDING, FIBER CEMENT SIDING, OR 26 GA. GALVANIZED METAL SIDING EXTERIOR WALL STRUCTURAL BRACING SIDEWALLS: BRACING INSTALLATION: STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUSLY FROM TOP OF TOP PLATE MEMBER TO BOTTOM OF BOTTOM PLATE MEMBER. BRACING SHALL BE LOCATED AS CLOSE TO EACH CORNER OF THE BUILDING AS POSSIBLE AND AT ENTIRE LENGTH OF BUILDING. BRACING MATERIAL: SIMPLEX THERMO-PLY (STORMBRACE) FASTENED w/.120"xl 1/4" COILED ROOF NAIL 0 3" 0.C. (EDGES) AND 0 6" 0.C. (FIELD) ENDWALLS: BRACING INSTALLATION: STRUCTURAL SHEATHNG SHALL EXTEND CONTINUOUS FROM TOP OF TRUSS TOP CHORD TO BOTTOM OF BOTTOM PLATE MEMBER. BRACING MATERIAL SIMPLEX THERMO-PLY SSTORMBRACE) FASTENED w/.120"x1 1/4" COILED ROOF NAIL 0 3 0.C. (EDGES) AND 0 6" O.C. (FIELD) BOTTOM PLATE INTERTEK/PSI NOTE: FOUNDATION ANCHORING TIE DOWN SYSTEM TO BE SITE DESIGNED AND LOCALLY PERMITTED DBL (NATURALLY DURABLE W000 OR PRESERVATIVE -TREATED 2x6 SYP /2 SKID; FASTEN EACH FLOOR JOIST TO SKID w/(1) SIMPSON /H4; SEE DETAIL BELOW (ALL WOOD FOR SKIDS (IF INSTALLED AT 8" OR BELOW') SHALL FORM TO AWPA U1 (A OR F) FOR GROUND CONTACT (0.40 PCF).) 3/4" (NATURALLY DURABLE WOOD OR PRESERVATIVE -TREATED WOOD) SYP/2 PLYWOOD DECKING (PLY -BOARD QR ADVANTECH - T&G) FBC 2304.11.2.1 APPLICABLE ONLY IF 18 OR LESS FROM EXPOSED EARTH. %(NATURALLY DURABLE W000 OR PRESERVATIVE -TREATED WOOD) SYP/2 2x FLOOR JOISTS / FBC 2304.11.2.1 APPLICABLE ONLY IF 18" OR LESS FROM EXPOSED EARTH. SIMPSON 4; FASTEN CLIP w/(8) #10d NAILS (360/ UPLIFT) JOIST/SKID DETAIL SCALE: N.T.S. ATURALLY DURABLE WOOD OR PRESERVATIVE -TREATED WOOD) P/2 2x FLOOR JOISTS C 2304.11.2.1 APPUCABLE ONLY IF 18" OR LESS TOM EXPOSED EARTH. FLOOR JOIST SCHEDULE UNIT WIDTH 6'-0" 8'-0" 10.-0" 11'-8" 13'-8" FLOOR JOISTS 2x4 2x4 2x4 2x6 2x6 PERIMETER JOIST 2x4 2x4 2x4 2x6 2x6 O 0.C. SPACING 24" 16" 16" 16" 16" I M QM. 40" 60" 84" 84" 96" © DIM. 16" 18" 18" 28" 34' @ DIM. 16" 16" 16" 16" 16" O DIM. 10.-0" MAX. DBL (NATURALLY DURABLE WOOD OR PRESERVATIVE (ALL -TREATED 'MOO)SYPyS((2 2x6 SKIDS WOOD FOR OR BELO SHALL CONFORM TO AWPAFNU1A(AEORAT F)FOR GROUND CONTACT (0.40 PCF).) 10'-0" 10'-0" 10'-0" 10'-0" • ALL 0 5'-0" MAX. MAX. MAX. MAX. MAX. FOR 08L WIDE UNITS 11 Ma S H E D S • • • • • • •••• • • •••• • • •• •• SIDEWALL • • • STAGGER JOINTS 48' 0.0 9 • 1/2" APA RATED PLYW000 SHEATHING :0 Bc, • • FASTENED TO TRUSSES w/8d NAILS 0 4"•Q C. • (EDGES) AND 6" 0.C. (FIELD) ROOT SHEATHING DETAIL SCALE: N.T.S. THIRD PARTY AGENCY: pso CODE REVIEW Professional Service Industries, Inc An Intertek Company 1748 33rd Street Orlando, Florida 32839 Plans Review: Victor C. Martin, PE FL PE #82379, LA PE #42017 LSUCCC #U02436, TN PE #120939 THIS STRUCTURE HAS BEEN ANALYSED USING THE ALLOWABLE STRESS DESIGN (ASO), Vosd -'0, It ALL MATERIALS AND COMPONENTS COMPLYWITH THE 2017 FLORIOA BUILDING CODE (FBC) 6th Edition THE FLORIDA MANUFACTURED BUILDING ACT AND RULES D THE 2014 N.E.C. FOR A CAT. 1: ENCLOSED BUILDING, EXP. 0, vi/ WAND VELOOTY OF 180 M.P.H. (3 SECOND GUST) -'!/2 y'1B H.L. BENNETT, FLORIDA P.E. NO. 32534 s o !• • • •• • • • • •• • •• DAV: • • 1-ISM D • z 0 (.) W on on on 04 SCALE: • NONE OR*,,l Br. • A. CHECKED BY: 1LL8P • • DRZIIJ fl°• 1( ss-7UO-D SERIAL NO. t BULDOto DEE: VARIES COOLS I802017/ASCE7-10 LIBEL& 8. PACE: 4OF6 JOB NO /. e ro 40F5 6i APPROVAL: 2018 01-26 OPTION) HIP' STYLE ROOF KING JACK TRUSSES (WHEN INSTALLED) TO BE FASTENED TO TOP PLATE JUST AS A STANDARD TRUSS IS FASTENED, TYP. (STRAP INSTALLED ON TOP OF THERMOPLY BRO. OR 1/2" CDX PLYWD) 1 1/4' x 16 GA. x 12' STEEL STRAP FROM WALL STUD TO OVER ROOF TRUSS AT 16' O.C. w/(4))T.1 1 Stx 3 1/4" GUN NAILS PER STRAP END BRACING REQUIREMENT: USE 1/8' RED THERMOPLY OR 1/2" CDX PLYWD ',Thermo ply sholl be Instolled os follows: Structurol Grade�Red, .113" (1/8") Installed on maximum 16' a.c. framing with 1 1/4" golvonized roofing nails, 16 gouge 7/16' crown x 11/4' leg stoples or 1' crown x 11/4' leg stoples spoced 3' o.c. on all panel edges and 6' o.c. an Intermediate supports. It Is o sheor ponel and no corner brocing Is requked. 1 1/4' x 16 GA. x 12' STEEL STRAP FROM WALL STUD TO FLOOR JO/IIST))AT OPENING STUDS STUDS AND AT 1" GUN NAIL PR STRAPEND(TYPICAL SIDEWALLS) MINUTEMAN COIL STRAP OR EOUAL OPTION) HIP' STYLE ROOF GIRDER TRUSS (WHEN INSTALLED) IS TO BE FASTENED TO TOP PLATE JUST AS A STANDARD TRUSS IS FASTENED, TYP. —\ �- �.0 -- �/ r' 00 i P.T. SYP#2 2x FLOOR JOISTS J — TOP PLATE: SGL SYP 12 2x4 FASTENED TO WALL STUDS w/(3) .131"x3 1/4" GUN NAILS ROOF �BRSATI6'O.C. ••• VSTRUCT HEADER: DBL 2x SYP#2 %1TH 1/2' PLYWOOD BETWEEN; NAIL HEADER TOGETHER - See schedule EXTERIOR WALL STUDS: 2x4 SYP#2 0 16" O.C. BOTTOM PLATE: SGL P.T. SYP #2 2x4 FASTENED TO WALL STUDS w/(3) .131'x3 1/4" GUN NAILS MIN. (1) JACK STUD EITHER SIDE OF OPENING MIN. (1) FULL STUD EITHER SIDE OF OPENING TYPICAL WALL FRAMING SCALE: 3/8" = 1'-0" DBL P.T. SYP#2 2x6 SKIDS (STRAP INSTALLED ON TOP OF THERMOPLY BRD.) 1 1/4" x 16 GA. x 12" STEEL STRAP FROM WALL STUD TO PERIMETER FLOOR JOIST AT 16' O.C. w/(4) .131' x 3 1/4" GUN NAILS PER STRAP END (TYP. SIDEWALLS) OSHEDS cm e�1� w • 4 • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • THIRD PARTY AGENCY: intertek Se CODE REVIEW Professional Service Industries, Inc An Intertek Company 1748 33rd Street Orlando, Florida 32839 Plans Review: Victor C. Martin, PE FL PE #82379, LA PE #42017 LSUCCC #U02436, TN PE #120939 • US STRUCTURE( HAS) BEEN ANALYSSED�)USING THE ALLOWABLE STRESS DESIGN ITSS COAIPLLY W1TH THE 201. Vosd 7dFL�AABUILDING CS ODE (FBC) (6th Edition). THE FLORIDA MANUFACTURED BUILDING ACT AND RULES, AM THE 2011 N.E.C. FOR A CAT. 1: ENCLOSED BUILDING, EXP. D, W/ WIND VELOCITY Of 180 M.P.H. (3 SECOND a1ST) 2 68, • • • CI) • •• • • • • •• • •- oAt;: • • 1-16d11 • SCALE: • xONE DRMN et • CHECKED 87: Hie,• • DRavy n*qs i 113-700-s SERIAL NO. E OOLONG 9lE: VAl011B CODER 1H0201 /ASOE7-10 LABEL4 PACE: Sore J00 N0 1. iJz 4XB H.L. BENNETT, FLORIDA P.E. NO. 32534 MF5 TIE -DOWN DOUBLE HELIX EARTH ANCHOR: (FOR SOIL) MD 122 5/8" OR EQUAL (FOR ROCK) MO 4.IRA OR EQUAL GRADE CONCRETE SLAB ANCHOR MICS-2 OR AN APPROVED EQUAL w/TENSION HEAD GRADE DBL P.T. SYPI/2 2x6 SKIDS 4"x8"x16" CONC. PAD SPACED 12" FROM EACH ENDWALL AND AT 8'-0" MAX. IN BETWEEN **BASED ON 2000 PSF SOIL BEARING CAPACITY TIE -DOWN TO GROUND SCALE: N.T.S. DBL P.T. SYP/2 2x6 SKIDS ii..; �... , . � ;.. < .: t . �.�'�� t.�t': •.• .. ti .`..`_ 4" MIN. CONCRETE SLAB **BASED ON 2000 PSF SOIL BEARING CAPACITY TIE -DOWN TO SLAB (OPTION) SCALE: N.T.S. 5(8" EXPANSION BOLT SPACED 8 IN FROM EACH ENDWALL AND 5e8" EXPANSION BOLT SPACED 8 IN FROM EACH ENDWALL AND AT 48" 0.C. IN BETWEEN P.T. 2x4 BOTTOM PLATE GRADE 10 NOTE: BOTTOM PLATE TO BE ATTACHED TO STUDS w/ SIMPSON H4 CLIP - TYP AT EA. STUD (or equal) r i :< ; .�?!� . : : • +• 4" MIN. CONCRETE •`—SLAB 8"X8" THICKN'O EDGE W/ ONE p5 REBAR CONT. 8" )/ ••BASED ON 2000 PSF SOIL BEARING CAPACITY TIE -DOWN WITHOUT SKID/FLOOR (OPTION) SCALE: N.T.S. • If size is not listed use SOIL ANCHOR SCHEDULE schedule for next size up. SIZE OF SHED W. X L. IN FEET TOTAL NUMBER OF ANCHORS SIZE OF SHED W. X L. IN FEET TOTAL NUMBER OF ANCHORS SIZE OF SHED W. X L. IN FEET TOTAL NUMBER OF ANCHORS 3X5 4 8X22 6 16X16 12 3X6 4 8X24 6 16X18 12 3X8 4 10X12 4 16 X20 12 3 X 10 4 10 X 14 4 16 X 22 12 4 X 6 4 10 X 16 4 16 X 24 12 4X8 4 10X18 6 16X30 12 4 X 10 4 10 X 20 6 16 X 40 12 4 X 12 4 10 X 22 6 20 X 20 12 5X7 4 10X24 6 20X24 12 6X6 4 12X12 4 20X26 12 6 X 8 4 12 X 16 6 20 X 28 12 6 X 10 4 12 X 18 6 20 X 30 12 6X12 4 12X20 6 20X32 12 6 X 14 6 12 X 24 8 20 X 34 12 6X16 6 12X30 8 20X36 12 7X9 4 12X36 8 22X22 14 8X8 4 14X14 4 22X24 14 8 X 10 4 14 X 16 6 22 X 26 14 8 X 12 4 14 X 18 8 22 X 28 14 8 X 14 4 14 X 20 8 22 X 30 14 8 X 16 4 14 X 22 8 24 X 24 16 8 X 18 6 14 X 24 8 24 X 26 16 8X20 6 14X30 8 24X28 16 14 X 40 10 24 X 30 16 ALL UNITS: END ANCHOR 0 1'-4", MAX. INTERIOR ANCHOR © 8'-6" 28 X 28 16 28 X 30 16 • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • I HEREBY CERTIFY THAT THE FOUNDATION DEPICTED IN THIS SET OF DRAWINGS WILL WITHSTAND WINDSTORM PRESSURES OF UP TO 180 MPH AS DEFINED IN THE FLORIDA BUILDING CODE, 2017 (6 th EDITION), SECTION 1620 (HVHZ), PROVIDED THAT IT IS BUILT IN STRICT ACCORDANCE VATH ll•IEBE PLA BENNETT, FLORIDA P.E. NO. 32534 0 4 1 • • • • • • CIO x>� VD • in • • • • •• ,stadia • OA11A • !fit-te • • SCAN: NONE •• • • • • • • • • • •••• • CHECKED BY: • • • •• • COANI•G N0. R SS —SIRES SERIAL NO. R BUILDING SZE: VARIES CODES: FOC LABELS n PAGE: ion JOB NO L.B.#27746 1OF1 • b Z r <: • ln• 4:• m z 0 O 0 7 : c zy • 9oe��`SO 9.0' 0 O ,i 4' C.L.F. 1 "=20' 128.75'(R&M) i~ K X X WV X W X Y X X X X X X Y X X X W X 4/ r 00 00 to 0 NOT VALID UNLESS EMBOSSED WITH -SURVEYOR'S SEAL. 0 REVISED: 6/20/2016 p1, 26.00' z ash LZo6S ..• 12.000 03� 4.00' 26.10' 4.00' 16.00' LZ'OI 'A E11 'TA 26.95' r1'J tJ C � o co 0 6.00' W r� 27.05' PAVERS DRIVEWAY cm.; LI I I I I i t 5.25' 6.00' I(1 128.75'(R&M) zz b r J 9.0' 0• • •r 40 00' Ills; PAVERS REM 1■■■ DRIVEWAY ■■■1 !■■■■■.■■■■■■■■■■I IIMMMIMMMIMMIMMM • INIM - 1■ - IM IM I■ 1■ I■ 1■ EMU MUM.MIME■■■■■ ■■■■■ ■■■■■■ WEE ■■■■■■ MIMMEMM ■■■■■ ■■■■■ ■■■■■■■■■■■■ ■■■■■ ■■■■■ IIMMEMMIMMEMMII MMMMMMIMMMMMIM MUM MENEM 40.00' ABBREVIATIONS: SWK=SIDEWALK, CBS=CONCRETE BLOCK STRUCTURE, CLF=CHAIN LINK FENCE, PL=PROPERTY LINE, DUE=DRAINAGE UTILITY EASEM ENT. IP=IRON PIPE F=FOUND. A/C=AIR CONDITIONER PAD. P/C=PROPERTY CORNER. D/H=DRILLED HOLE, W/F=WOODEN FENCE, RES=RESIDENCE, CL-CLEAR, RB=REBAR. UE=UTILITY E1 SEMENT. CONC=CONCRETE SLAB. RNRIGHT. OF WAY, DE=DRAINAGE EASEMENT C/L=CENTER LINE, O=DIAMTER, TYP=TYPICAi., M=MEASURED. R=RECORDED, ENCR=ENCROACHMENT, COMP=COMPUTER, ASH=ASPHALT, N/D=NAIL & DISC. S=SET, FEE=FINISH FLOOR ELEVATION. OIS=OFFSET, P/P=POWER POLE. OHP=OVERHEAD POWERLINE. Wv1=W4 TER METER -WOOD FENCE- MASONRYWALL=1 I I I -I I II I I ELEVATION BASED ON LOC. # 3250 SW CONCRETE= MAINTENANCE&DRAINAGE EASEMENT=M&D.E. CBM#N-603 E LV.7.7Ot TYPE OF SURVEY: BOUNDARY SURVEY SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID 1MTHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929.. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUEOF SAID PB 1 0 PAGE 37 r) c r z m ■ co ® I�V m m LOCATION S-KETCH SCALE: NTS N.E. 5th AVENUE nit 0 \e Property Address: 534 N.E. 95th St., Miami Shores, . Certified To: Miryam Rojas N 0 20 BY: ._k* • • • • • :• • • • • ••.• a • •••. •••• i • • •• t• • •.•, • • ••.• • • • • •• • • •• •• •• •• •••••• • • • • • a •• • • • • • • •• • •. • • • • • • • 11 V Legal Description: Lots 8 and 9, Block 55, MIAMI SHORES SECTION 2, according to the Plat thereof, as recorded in Plat Book 10, Page 37, of the Public Records of Miami -Dade County, Florida. 1 HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. 1 ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 SINCE 1987 BLANCO SURVEYORS INC. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865-1200 Email: blancosurveyorsinc@yahoo.com Fax: (305) 865-7810 •••.• • . • • -_• ••• -• • • ,• t a •.• ••. ••• • • ••• - • • • FLOOD ZONE: x PANEL: 0306 DATE:_ SCALE: v/ti G/2016 1" = 20' SUFFIX: L COMMUNITY # DWN. BY: F. Blanco DATE: 9/11/09BASE: N/A 120652 JOB No - 16-531