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RC-18-900Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address it Permit NO. RC-4-18-900 Permit Type: Residential Construction Work Classification: Shed Permit Status: APPROVED issue Date: 4/18/2018 Expiration: 10/15/2018 Parcel Number Applicant 126 NE 103 Street Miami Shores, FL 1132060131760 Block: Lot: MAXI RAYMOND Owner Information Address Phone Cell MAXI 'RAYMOND 126 NE 103 ST MIAMI SHORES FL 33138-2329 (305)759-1170 (305)244-8414 Contractor(s) HOME OWNER Phone Cell Phone Valuation: Total Sq Feet: $ 1,800.00 80 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: 8 X 10 PREFAB SHED INSTALLATIC Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: Bond Return : Occupancy: Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: 8 X 10 PREFAB SHED INSTALLATIC Classification: Residential Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee P&Z Review Fee Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $2.00 $2.00 $0.40 $5.00 $35.00 $100.00 $9.00 $1.60 $156.20 Pay Date Invoice # 04/18/2018 04/06/2018 Pay Type RC-4-18-67064 Cash Cash Amt Paid Amt Due $ 106.20 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Slab Final Review Building 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 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 ayzoning. uthermore, uthorize the above -named contractor to do the work stated. Authorized Si er / Applicant / Contractor / Agent April 18, 2018 Date Building Department Copy April 18, 2018 1 BUILDING PERMIT APPLICATION QBUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL JOB ADDRESS: 126 NE 103 ST 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 ❑PUBLIC WORKS Master Permit No. Sub Permit No. RECEIVED APR 6 6 2018 BY:Cr" FBC 2011 Its" (C.181 - q oo ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Folio/Parcel#:11-3206-013-1760 Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): MAXI RAYMOND Address:126 NE 103 ST Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: Phone#: 305-244-1626 City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Owner Buider Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Phone#: 305-244-1626 Value of Work for this Permit: $1,800.00 Type of Work: ❑ Addition ❑ Alteration Square/Linear Footage of Work: 80 ❑■ New ❑ Repair/Replace Description of Work: 8x10 Prefab Shed Instalation ❑ Demolition Specify color of color thru tile: Submittal Fee $ 30 p)fa Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ 2 0 TOTAL FEE NOW DUE $ /l r (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Xi 4 Signature OWNER o AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this S da_y of Apr ‘ , 20 16 , by day of , 20 , by 'v X t G YY Ord , who is personally known to , who is personally known to me or who has pro& ced T ry V-e f li C,12.hS `Q as me or who has produced as identification and who did taoath. NOTARY PUB Sign: \s,.. Print: Seal: ************ APPROVED BY „'°vac; j �ANADYPR1Lr0 MMISSION # FF 214031 , EXPIRES: March 25, 2019 identification and who did take an oath. NOTARY PUBLIC: Sign: 0 Print: Seal: ,,, Bonded Thru Notary Public Underwriters _ ****************************************************************** J' 1 ti Plans Examiner C (i(coiy Structural Review Zoning Clerk (Revised02/24/2014) 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: IkA Ai I R.ityilnlud. DATE: ADDRESS: I& Ne 'Id 3 � M�:i�( SHOke5 33/3? 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 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 %A 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 / 1 t' 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial %V) \ 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial ! " ? )' 1 J 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 M /? 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 14 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. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/cilb/index.html Initial IV 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: C/"2 7O3 57-/i/g, 33/3 8 Initial 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 /1/ / \ 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 Stt ^ day of Apr; I , 20 8 By k " 1 Ck i RA VAN'td who was personally known to me or who has r� V-er l i rLe.Y1 Sas identification. Produced there License or NOTARY YANADY PRIETO .k= MY COMMISSION # FF 214031 EXPIRES: March 25, 2019 ,,, Bonded 1 hru Notary Public Underwriters • a OFFICE OF THE PROPERTY APPRAISER 4/5/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3206-013-1760 Property Address: 126 NE 103 ST Miami Shores, FL 33138-2329 Owner MAXI RAYMOND MARIE D BOURDEAU Mailing Address 126 NE 103 ST MIAMI SHORES, FL 33138-2329 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area 2,413 Sq.Ft Living Area 1,446 Sq.Ft Adjusted Area 1,807 Sq.Ft Lot Size 8,475 Sq.Ft Year Built 1940 Assessment Information Year 2017 2016 2015 Land Value $211,570 $211,570 $161,296 Building Value $125,767 $125,767 $125,767 XF Value $872 $887 $722 Market Value $338,209 $338,224 $287,785 Assessed Value $123,240 $120,706 $119,867 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $214,969 $217,518 $167,918 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10-70 W1/2 LOT 10 & LOT 11 BLK13 LOT SIZE 75.000 X 113 OR 14840-1140 1290 1 Generated On : 4/5/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $73,240 $70,706 $69,867 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $98,240 $95,706 $94,867 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $73,240 $70,706 $69,867 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $73,240 $70,706 $69,867 Sales Information Previous Sale Price OR Book- Page Qualification Description 05/01/2003 $0 21743- 2263 Sales which are disqualified as a result of examination of the deed 12/01/1990 $83,500 14840- 1140 Sales which are qualified 10/01/1984 $75,000 12300- 2195 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: RC,1'8 -9 0 , Busin4w, i. Professional z� `t eguiat o 'i Ken Lawson, Secretary May 04, 2017 Melissa Smith Smithbilt Industries, Inc. 1061 Highway 92 West Auburndale, FL 33823 RE: Manufacturer Certification, ID MFT-208; Expiration Date: August 09, 2019 Dear Melissa Smith FL/ Manufactured 8u kiing Ptogtam 1940 North Monroe Street. Sole 90A. Tallahassee, Florida 32399-0772 Phone: U50.48718240 Fax; 850.414 8438 It is my pleasure to inform you that Smithbilt Industries, Inc., located at 1061 Hwy 92 West, n/a, Auburndale, FL 33823, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part I, Florida Statutes, to manufacture Storage Sheds, Manufactured Buildings for installation in Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans in accordance with the current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved status. You may expect and demand quality plans review and inspections. Each Code change will make your plans obsolete until they have been reviewed, approved and indicated [on the cover page of the plans] for compliance with the Code by your Third Party Agency for plans review. Please ensure that your plans are in compliance and are properly posted on our website. All site -related installation issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year. You must grant complete access to your manufacturing facility and records to remain in compliance with the rules and regulations of this program. Your certification is approved for three years from this date. You will receive a renewal notice by Email generated by the BCIS (www.floridabuildino.orq) for online renewal. If you have questions you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. Please visit our website at www.floridabuildino.orq to see valuable information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. Sincerely, re -Or 4-f Robert Lorenzo Manufactured Buildings Program cc: Professional Service Industries Rick Scott, Governor •••• • • • • •••• • • • •• • •••• • •••• • •••• •••• • • • • •••• •••• •••• • • • • • •• •• •• • • • • • • • . • • • • • • • •• • •• • • • • •• • � • • • • • • • • • • • tntertek 6753All November 30, 2017 Mr. Thomas Campbell Florida Department of Business and Professional Regulation Manufactured Building Program 1940 North Monroe Street Suite 90A Tallahassee, Florida 32399-0772 RE: Smithbilt Industries, Inc. Plan Approval for: SBS-DWE-180 Intertek-PSI Tel +1407.304.5560 1748 33rd Street Fax +1407.304.5561 Orlando, Florida 32839 intertek.com FL Engineering Business #3684 psiusa.com Dear Mr. Campbell, • • • • •• • .> • •••• •••• • •••• Pursuant to the requirements of the Florida Department of usiness and:Professional Regulations, the above referenced documents have been reviewed for coaf5ltaoce with:••. •••• •••• 2017 Florida Building Code, 6th Edition 2014 NEC • • •• •• •••• • • • •• • • •• • • • • •• • • • • • • • • r•i••• These plans comply with Florida Product Approval Rule 61G20-3.006 (I AGE'• • • • • ••• • 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. Respectfully submitted, Professional Service Industries, Inc. Victor C. Martin, PE Department Manager Building Science Solutions CC: Melissa Smith, missysmith904gmail.com • • • • • • $ ASS :"�'LDERA"ED MORTGAGEASSOCIATES INC. =_' "F + MART' • 1 ND & ?IARIE D. •SAINTIL The• meet 11'of'.Lok' 10.44 all of. Lot -SHORES SECTION'•:N0'. 1",'According to YBge'.70-. of the; �li-�R cecbrds of County, • Flori•da.,%� '.PoPERTY -ADDRESS?... Street m • ' :�? • r: �•, in. 'r1 • L,i U h es •. f'l L. n t C • y n m '7 ' g 0 1 n Fm 0 c m - mm z P cn • g) tu.E - 0 z 0 103<s 14!I$ li - i '2111 1p . - e a 7 • - --- L.11 ,re 17 i6 19 20 E/ 22- N.�•. ,O2..e Qyr. LOCATION SKETCH a. 46' �Oua:D ct{!�E O• �' W • • 11 Block 13 "AN AMENDED' PLAT OF M,IA?MI the plat thereof recorded is Plat book 10 Dade `, . •;•10:•• %1. .:y `,. Community panel t' 125093 0093 F • 75 i % • 0.1' a2' r'Ou+.JP IMPS • 1 SURVEYOR'S CERTIFICATE' 1 hereby catty theta recent sunreyof the above described property was made under my responsible direction and supervision and that there are no above praund •ncinachments unites athetwiae noted. 1 further certify that this survey meets the minimum technical • standards es set forth by the Florida Board of Land.Sueievoce purquartt too Sof tior` 472.07 Florida Statutes and the • o • • • • • • • ' • requirernenta of the F. LT.A. • .. • - • • • • • •,.... •• •• ••• • SCALE . Num1� 20' NQVember 21st 1990. SURVEY DATE • • Yr •, Job Number 1332-90 R.T. BOGLE & ASSOC. INC. 1I' � • • •• • • • ::. • • • • • • • • • •• LAND SURVEYORS • • • • •• •• •. ,• • • •; • 7080 Taft Street • Hollywood. Het i& 33024 - Li • • . t• •• •• • . . •• •• s-'r *c., • • ROSERT T. BOGLE regiat.rad land Surveyor No. 3277 • STATE OF FLORIDA • minimum I OI5It I'] ,IH13d l.lti`1::'S0 Le. 60 edti ROOF SHEATHING: - D4 LAP ALUMINUM SIDING - (OPTIONAL) g" CDX PLYWOOD WITH D4 LAP ALUMINUM SIDING PSI APPROVAL 2017-11-30 VARIES 8'-0" TO 50' 0" DESIGN PRESSURES ROOF +27.8/-94.7 WALLS/DOORS/WINDOWS +32.5/-29.2 !SMgT11 '�� 1LT REVIEW „ Professional Service Indust,' 1748 33rd Strew Orlando, Florida 32839 ti le.snneri M.I algae V:I'.tllr C. IA I. P_ BwG79 0 VARIES 6'-0" TO SLOPE DOUBLE TRUSS END EAVE/OVERHANG 2"x4" TRUSS © 24" O.C. MAX. '00F FAA RID GE SLOPE VI\G PLA\ 1 "x4" BRIDGING (SEE WALL DETAIL) DO U BLE END I TRUSS .e.. PE CODE INFORMATION CODE VERSION FTC 201T IRA EJMI, ASCE-T, 2014 COA MANUFACTURER Sum•ILT SHEDS BUILDING TYPE CONSTRUCTION TYPE MANUFACTURED BUILDING RFSDEM04 LAWN STORAGE v-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STEM* • ALLOWABLE NUMBER OF STORIES • • •• • • BASIC WIND SPEED EXPOSURE -1rr•••• • ENCLOSURE ENCtc • • • • INTERNAL PRESSURE COEFFICIENT .0/- 0.4••• IMPORTANCE FACTOR ROOF DEAD LOAD .15 • • . • • • • TOPE ROOF LIVE LOAD FLOOR DEAD LOAD 2OPSF•Ot lot PORT LOAD 1BPSF• • • • FLOOR LIVE LOAD 'R. RATING OF WALLS, FLOOR. ROOF MODULES PER BUILDING 75/12API •as• N/A • • • • HURRICANE PROTECTION USAGE HD • • HURRICANE SHELTER USAGE • •• • SQUARE FOOTAGE 719 SOFT. OR LESS REVISIONS REV DESCRIPTON DATE BY PRESS PLATE RESIDED TO 2".a" I1/B/16 UT El 2 ADDED GARAGE 000R 1/13/IT HTB 2017 FTC 6. EDITION ut0 ROOF LAYOUT - EAVE STYLE Drown By. MTB Data: 9/19/16 Scale: Mo4MM: N/A SBS—E-180C NOT I.. FOUNDATION PLANS ARE NOT PORT OF TOO PLAN SET AND An GOVERNED BY LOCAL JURISDICTION. 2. THIS BULL0ING 5 EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION 1015.22. 3. REFER TO TIE -DOWN DETNIS FOR PROPER INSTALLATION REOUIREMENTS TO Mar CODE 4. ALL STUDS. RAFTERS. TRUSSa, ETC. ARE 24 ix SPE. EXCEPT AS NOTED. 5. STRUCTURES OVER 400 50. FT. WILL SLAVE M SO' MINIMUM DOOR. B. CATERS TO BE INSTALLED ON-SRIE BY OTHERS 1XRO LOCAL 7. CALL WINDOWS AND DOORS TO MEET THE L•BLAIM SPECIFICATIONS AS PER FLORIDA BUILDING CODE. B. FLAT METAL STRAPS CAN BE BENT MOUND STRUCTURAL MEMBERS OF WALL STUDS. TRUSSES. CHORDS. ETC. TO HELP SECURE THESE MEMBERS: PROVIDED THAT THE ADDED BEND DOES NOT PITERF RE WRN ANY COSTING BRAKES/BENDS IN THE STRAP. `````��W 1T .1s�z'/,,i S �� ti10ENSE 0��� ��i STATE OF Matthew T. Baldwin P.E. Florida License #64608 Sheet: FBPR-1 OF 5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • le• • • • • • • • •• • • • • • •• • • • • • • • • • 2"x4" 12 3' 7" MITEK 2"x4" OR EQUAL TYP. 2"x4" COLLAR TIE —0" MIN. TO 14'-0" MAX. 1"x4" BRIDGING 1 "x4" BRIDGING & NOTCHED BARN STYLE TYPICAL TRUSS 2x4 SOLE PLATE FLOOR FRAMING N PSI APPROVAL 2017-11-30 OPTIONAL RIDGE VENT yr I IvITTrrvvEJn 2"x4' BLOCKING SEE IL HEADER D)ETAIL`: HE }} 3 6 II ,1 I "MAX. h O.C. TYP. r pq ti El R' n" MIN TO 14'—n- MAX. 2, 2x4 SOLE PLATE FLOOR FRAMING END ELEVATION m 1- a ° x [V o N 2"x6" P.T. HEADER OPTIONAL GARAGE DOOR OPENING GALV. THRESHOLD FLASHING m a 1 d 0' 0" o)'; 6' 0" MIN. TO 14'-0" MAX. MITEK 2x8 20GA. NAILL PLATE W/6 10Dx1.5" NAILS OR EQUAL TYP. END ELEVATION W/GARAGE DOOR �:}bprxnem:II CODE REVIEW Professional Service Indusv,es IS 1748 33nf Street 3 OnandD, F79lorxia 32639 DOO PturvuJ 6im1agel U.1 L_l MITEK 2x8 20GA. NAIL PLATE W/6 10Dx1.5" NAILS OR EQUAL TYP. CODE INFORMATION CODE VERSION HAD 2017 0, MAIM. ASCE-T, 3014 IcC MANUFACTURER SUITIOLT SHEDS BUILDING TYPE CONSTRUCTION TYPE MANUFACTURED BUILDING READENML LAWN STORAGE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STOR:•E • ALLOWABLE NUMBER OF STORIES • • • •• • BASIC WIND SPEED Va-180mPN EXPOSURE ENCLOSURE ENCL11•111•••• INTERNAL PRESSURE COEFFICIENT IMPORTANCE FACTOR +/- 0.111••• 1.15 • • ROOF DEAD LOAD 1aPSF • • • • ROOF WE LOAD FLOOR DEAD LOAD 2oesIct VbIlitir LAND IOPsr• • • • FLOOR LIVE LOAD 75/l s 'R' RATING OF WALLS. FLOOR, ROOF N/A • • • MODULES PER BUILDING • • HURRICANE PROTECTION USAGE NO • • HURRICANE SHELTER USAGE • • • •• • SQUARE FOOTAGE 719 SOFT. OR LESS REVISIONS REV DESCRIPTON DATE BY PRESS PLATE RESIZED 10 21.4" 11/6/16 1.08 2 ADDED GARAGE DOOR 1/13/17 HTB 3 2017 FRO 610 EDITION 6/17/17 H1a LAYOUT - EAVE STYLE As ..• Z. Drown By MTB Dote: 9/19/16 Scale: ModoIA: N/A SBS—E-180C I. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. 2. THIS BOLDING IS EREMPT FROM THE PBC ENERGY CONSERVATOR CODE PER SECTION 1015.22 3. REFER TO TIE -DOWN DETNLS FOR PROPER INSTALLATION REOUREMENTS TO MEET CODE 4. ALL STUDS. RAFTERS. TRUSSES. ETC. APE 2.4 /2 SPE, EYCEPT A5 NOTED. 5. STRUCTURES OVER 400 50. FT. WILL HAVE AN BCE MNBAUM DOOR E. GUTTERS 1O BE INSTALLED ON -SITE BY OTHERS THRU LOCAL CODES. 7. ALL WINDOWS AND DOORS TO MEET THE L•a4DM SPECFICATONS AS PER FLORIDA BUILDING CODE B. FLAT METAL STRAPS CAN BE BENT MOUND STRUCTURAL MEMBERS OF WALL STUDS, TRUSSES. CHORDS. ETC. TO HELP SECURE THESE MEMBERS: PROMDED THAT THE ADDED BENT DOES NOT INTERFERE WRH ANY OUSTING BRAKES/BENDS IN THE STRAP. `‘%%IIIIIII// �� � .............. .e 9 l /,i oGENs - STATE OF <C/ III Matthew T. Baldwin P.E. Florida License #64608 Sheet: FBPR-2 OF 5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • •• • EAVE/OVERHANG (2) 2x4 BENTS 0 BOTH ENDS 8D NAILS 12"O.C. END WALL 1 "x4" BRIDGI G a - U1 Q VARIES SEE HEADER DETAIL 1 "x4" BRIDGING 2x4 STUDS 0 24" O.C. MAX. PSI APPROVAL 2017-11-30 'DOOR & WINDOW LOCATIONS VARY S —I—VARIES— w HEADER DETAIL MITEK 2x8 20GA. NAIL PLATE W/6 10Dx1.5" NAILS OR EQUAL TYP. STANDARD WALL DETAIL WITH DOOR & WINDOW OPTIONS VAKIE. ST —U I U OU —U MAX. 0" O.C. MAX FOR 75PSF 1'-4" O.C. MAX FOR 125PSF 2' 11111 11111 ��,III- ell - FLOOR JOIST, SEE SCHEDULE FOR SIZE FLOOR FRAMING PLAN ��14ion lmuoT M`'• IYt3Rll— CODE REVIEW Professional Service lnduswr 1748 33n3 SON. Orlando, Florida 328:19 eN ntmeN M.sroge! Shaw C. LI FL PE 852:..9 D4 LAP ALUMINUM WALL SHEATHING -(OPTIONAL) i" CDX PLYWOOD WITH D4 LAP ALUMINUM SIDING END WALL "x4" SOLE PLATE FLOOR FRAMING NOTE: WALL FRAMING MEMBERS ARE CONTINUOUS FROM FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE NOT CONTINUOUS, SHEET METAL CLAMPS. TIES, OR CLIPS SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS THAN 0.040" NOMINAL THICKNESS. 3/4" T&G PLYBOARD INTERIOR 2"x6"FLOOR JOIST NOTCHED 1i" FOR P.T. SKIDS 2x6 P.T. 24" O.C. TYP. OPTIONAL 125PSF 0 16" O.C. TYP. (2)2"x6" P.T. SKIDS ADDITIONAL (2)2"x6" P.T. SKIDS FOR 14.-0" WIDE BUILDINGS ..,.., .^E CODE INFORMATION CODE VERSION IR 201177 RA URN. ASCE-7, MANUFACTURER SMRF•ET SHEDS BUILDING TYPE CONSTRUCTION TYPE WNUFADTURED BUILDING RESIDENTIAL LAWN STORAGE V-B FIRE PROTECTION Now FIRE SUPPRESSION STSIEM NONE OCCUPANCY SIEf✓l3E • ALLOWABLE NUMBER OF STORIES • • • •• • BASIC WIND SPEED EXPOSURE Vat-180mph • • • •• C • ENCLOSURE Ewalt, •••• INTERNAL PRESSURE COEFFICIENT +/- 0114 • • IMPORTANCE FACTOR ROOF DEAD LOAD 1.15• • • • • • 10PSF ROOF LIVE LOAD FLOOR DEAD LOAD 20P5f SI:0101W LOww TOPS♦• •• FLOOR LIVE LOAD "R" RATING OF WALLS. FLOOR, ROOF 75/135`• a a • N/A• • • MODULES PER BUILDING • • • • • • • • HURRICANE PROTECTION USAGE HURRICANE SHELTER USAGE No • • • • • NO • • • SQUARE FOOTAGE 719 SOFT. OR LESS • REVISIONS • • • • • • • • • • • • • REV DESCRIPTON DATE BY PRESS PLATE RESIZED TO 2',A 11/8/16 ITB 2 ADDED GARAGE DOOR 1/13/17 2TB 3 2017 EEC 61" EDITION 8/17/17 uTe • • • • • • • • • • • LAYOUT - EAVE STYLE CZ 0 0 J Li J J J Q Drown By MTB • • • • • • • •• • Data: 9/19/16 Scale: Model/: N/A SBS-E-180C • • • GEMSAL NOTES 1. FOUNDATION PLANS ARE NOT PART Of THIS PLAN SET MO ARE GOVERNED BR LOCAL JURISDICTION. 2 115 BUILDING IS EXEMPT FROM THE FBC ETEROY CONSERVATION CODE PER SECTION 1015.22- 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE 4. ALL STUDS, RATTERS. TRUSSES. ETC. ARE 2a4 /2 SPF. MEP( AS NOTED. 5. STRUCTURES OVER 400 50. FT. WILL HAVE AN 130' MINIMUM DOOR. e. GUTTERS TO BE INSTALLED ON -SITE BR OTHERS NW LOCAL 7. ALLCINDOWS AND DOORS TO MEET THE WWII SPECIFICATIONS AS PER FLORIDA BUILDING CODE. B. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WAIL STUDS, TRUSSES. CHORDS. ETC. TO HELP SECURE THESE MEMBERS; PROJIOED THAT THE ADDED BEND DOES NOT IMMURE ' OATH ANT EXISTING BRAKES/BUDS IN THE STRAP. 0 ``��\\111111////� � �ICENSF 7 STATE OF :41 7. ''''' 9/OINA \\?\``` • •• • • • • •• • Matthew T. Baldwin P.E. Florida License #64608 Sheet: FBPR-3 OF 5 HEADED DETAILS, EQUIVALE PSI APPROVAL 2017-11-30 \T SIZES & V ISCELLA\EOUS DETAILS 77?Gfixrnotiim A LE InBenttclt' S� ,.=yµ I U I ,.' - 1L NN...a'F P�lwr. qyA CODQDREVIEW Professional Service Industries /748 33rif Stress Orlando, Florida 32839 Oepar ne: f hi:singer 'V.8tor C. ld FL PG as_J 79 *NOTES 1. THE OPTIONAL 1/2" PLYWOOD OR OSB FILLER CAN BE BETWEEN BOARDS OR ON INSIDE OF STRUCTURE. 2. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS. 3. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION. 4. WINDOW HEADERS HAVE COMBINED 50% OR MORE WALL FRAMING ABOVE AND BELOW, OTHERWISE REFER TO DOOR HEADERS. 5. THESE ARE DESIGN MINIMUMS AND LARGER STUDS CAN BE SUBSTITUTED (2) 2"x4" WITH OPTIONAL 1/2" PLYWOOD OR OSB FILLER OR 4"x4" (2) 2"x4" WITH OPTIONAL 1/2" PLYWOOD OR OSB FILLER OR 4"x4" 20GA. 1" WIDE STRAP OR EQUIV. (SEE SHEET 5) (2)2".x4" OR 4"x4" (2) 2"x6" WITH OPTIONAL 1/2" PLYWOOD OR OSB FILLER OR 4"x6" (2) 2"x6" WITH OPTIONAL 1/2" PLYWOOD OR OSB FILLER OR 4"x6" 20GA. 1" WIDE STRAP OR 1I 20GA. 1" WIDE STRAP OR EQUIV. (SEE SHEET 5) EQUIV. (SEE SHEET 5) (2)2"x4"w/2"x4", (2)2"x6" OR 4"x6" Side Wall Header Schedule (180C){e} Size{d,g} Buidling Width Max. Span Up to 14' Wide N.J{b} Fasteners w/o strap (each end){c} 1-2"x4"{f} 3'-0" 0 3 - 3" x 0.131" nails 2-2"x4" 6'-0" 1 a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber. b. NJ - Number of jack studs required to support each end. c. If o er 3' span and no straps are used, header must run to next stud. d. The optional 1/2" Plywood or OSB Filler is not structural and only for aesthetics. e. See header details for alternate layouts, i.e. 2-2"x4" or 4"x4" f. Window header for window openings that haw more than 50% combined stud wall above and below, otherwise use door header schedule. g. The header can be attached to the top plate and thusly haw the combined strength equivalent and use the maximum span stated. See header details for equivalent sizes. 6 - 3" x 0.131" nails SINGLE FLAT 2"x4" HEADER WINDOWS* 3' • WIDE OR LESS MITEK 2"x4" OR EQUAL TYP. 2"x4" TYP. ALUMINUM DOOR SKIN EXTERIOR OPTIONAL WOOD FRAME DOOR CONSTRUCTION DETAIL EXTERIOR SHEATHING 12"x12OR 16"x4" BETWEEN WALL STUDS. VENT IS SECURED TO SHEATHING AS PER MANUFACTURERS INSTRUCTIONS HYDROVENT DETAIL (OPTIONAL) End Wall Header Schedule (180C){e,t�_ Fasteners w/o strap (each end){c} Size(d} Max. Span NJ{b} 1-2"x4" 6'-0" 0 3 -3" x 0.131" nails 2-2"x4" 9'-0" 0 6 - 3" x 0.131" nails a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber. b. NJ - Number of jack studs required to support each end. c. If over 6' span and no straps are used, header must run to next stud. d. The optional 1/2" Plywood or OSB Filler is not structural and only for aesthetics. e. See header details for alternate layouts, i.e. 2-2"x4" or 4"x4" f. This table is only for headers below the endwall truss. Use Side Wall Header Schedule for headers that break bottom cord of end wall truss. RUN HEADER TO NEXT STUD ON BOTH SIDES 'NO —STRAP' HEADER DETAIL MAX. 8' SPAN CODE INFORMATION CODE VERSION IBC 2017 WA E4BNn ASCE-7, 2014 NEC MANUFACTURER SWOIBILT SHEDS BUILDING TYPE CONSTRUCTION TYPE MANUFACTURED BUILDING RESIDENTIAL LAWN STORAGE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY BTDI.C.E • ALLOWABLE NUMBER OF STORIES • • • •• • BASIC WIND SPEED V.A-IBOmPh EXPOSURE • •• • • • • • • • • • • • • •• • • ENCLOSURE EN •••• INTERNAL PRESSURE COEFFiCIENT +/- DAB• • • IMPORTANCE FACTOR 45• • • • • • ROOF DEAD LOAD t OPSF ROOF LIVE LOAD FLOOR DEAD LOAD 2OPS tR: A•PPNT LAND mil • • • • • • • • • • • • • • • • • • • • • • •• • FLOOR LIVE LOAD RATING OF WALLS, FLOOR. ROOF 75/115 % a a • N/A* • • MODULES PER BUILDING HURRICANE PROTECTION USAGE HURRICANE SHELTER USAGE NO • • • • NO • • • • • • • SQUARE FOOTAGE 719 S2.FT. OR LESS REVISIONS • • • • • •• • REV DESCRIPTON DATE BY PRESS PLATE RESIZED 10 2'.A' 11/8/16 EATS ADDED GARAGE DOOR 1/13/IT "TB 2017 IBC 6th EDITION 8/IT/IT HTB DETAILS - EAVE STYLE Drawn By MTB Dote: 9/19/16 Scale: Model/: N/A SBS—E-18oC PITIES I. FOUNDATION PLANS ARE NOT PART OF THIS RAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. 2 THIS BUILDING IS OCELOT FROM DE PBC ENERGY CONSERVATION CODE PER SECTION 1015.22 3. REFER TO RE -DONOR DETRLS FOR PROPER INSTALLATION REQUIREMENTS TO BEET CODE 4. ALL STUDS. RAFTERS, TRUSSES. ETC. ARE 214 /2 SPF. EXCEPT AS NOTED. 6. STRUCTURES OVER 400 5a. FT. WILL HAVE AN ea" MNBNM ODOR. B. G11TEE1ls TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL CODES. T. ALL WINDOWS AND DOORS TO MEET THE WNAIW SPECIFICATIONS AS PER FLORIDA BUILDING CODE. & FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL AEA HERS OF WW1MEMBERS: STUDS, TRUSSES. CHORDS. ETC. TO HELP SECURE THESE MEMBERS: PROVIDED RAM THE ADDED BEND DOES NOT INTERFERE WITH ANY DUSTING BRAKES/BENDS IN THE STRAP. \```�, .1 11 .............. „Z.'� OCENSS O �i —J -. — STATE OF ''' �/OI1�1111���G\` Matthew T. Baldwin P.E. Florida License #64608 Sheet: FBPR-4 OF 5 Fastening Schedule{r} :1FBC Table 23C4.16 11 Corrector Fa a n,r.gfe,m].1 28618t6r 11 Jots: to as. o r groax t3 - 61823036328 t3 1.2'x 0.1317. - 14 stas Bzia7-,g as jots, 61 1`x cl, 2.21,72 14 W :7 ran I"; 5722 01 to ease tEA itate-ialt - 6ct 7.12,17102.71 72 172" X 2.13122 3x 0232" rare ite-a8eear 6-4 - 14 teage alas les _ C7M2:07 • .2 1,2" X 0 • 41'1 12 ecintroa-n 1.'2"x 0.131-, 1299e 7021 22 7 32 27S-71r2Ort2 - 161e:re-roe 3I 0. IS', 112203338*2263 6 20P pr..e pm or steekr. 16,3 312.x 0 I.M71. SI 15" 0 0 o r:al"5 r o (333.989103316301122832 •• Se*. eti to ptat exeNt rt.,. pi =sea 16S teslraton 13:5"izt Tee. 2236I 11- 3"X 0 131711370 2111570 2 - 3714 ptm etzsrxe a1 16" o 17. TOD 2722O 92 21,22 - 16c oa-stnor 12' x 3 1521, - / 0 131' eats 03e285 4010tC, Mn: Leoget step 3-15323102223013333.12312 PSI APPF-CMI.M17-1 1-30 21 4,or. 2112 21.221 11.S7277, a34 pat isewaxeral • 1301 212 W2I trax81-:;: - 16.c eo-r,,a1 :t3 It3"1 2212331 4-22331217410 - 611.8 gas* gasiss 1.2" .rte 79722 0,3336 9021 iM112 ran), z3sTeoFt3rze72; to 15xM- 'ea 713- ae 1 173^223 1 VI.` 301" a"tat. 6128 va-6 11.07811*22 1333169192303 *rieT6Ciel „ 3t3ex ar oattr,ai. 2" 16.9855333 .4233 11:33432752i:1 ccie 1 6:127) 12.29,2715-777 1.tee ear 1100062.055120213221 oe 20g-ea leterrealate, r errncorteases re tap Zale [F3taxtr, exe 333-1 elASCE 7) . PanZt a tr.; .taat 1717111;i7.1 116101*E.0 3:1,7 8Crt, 32 stx 2 2 292'2.36 SLICE 13 D2.0I2 scp atia3s at..tete Xtp c=tats - co-ixrto" t.2 0137", 4 -3- x C 13I" rata 3-611477 2122 IPS - .122 021172,27 11,2-2 14- x 2.131'71212 1- 3-14 gge atae;es iloo to. -a ar 0 i30 20 „al- rat a'', o 13" IA M.7 S12512,2 at re a. iI60 -5 1.2"x 0 13!", X 16' C 1385522222. ir 14 Stae tea a: 6 te 12 - ltr catxrxer C.3 1.7"a 0.16Z) - 0132282r0 !1.2.- 3'14 cap seaves 111. 5 e trier 1,9017 ,1292, 27 312972. 10 tp ezte 13 222111127 72 lir •s; - 020e SIVE 112. 5.to pl:aa too pa•.e. l63.321.3304112015702. 3213122205016222. 3tt1.4 woe staetes et roe taase aatt 32018385 2211 WI 077725 138520* 113 TOO 221E72 , ;ASS 210 rteMen:712 1? - 152 2212T01 13 1,27; C.16.27; 13-3"x 3.131"rxs reee ear_ •• 13 - 14 ..mm seas 12. C79711.12.1S reeraes two o*ses ti62mm0" x31:2% ,ear'i 88.1 15 :WES IC 1.11212 armo, ,t21,'Z'z 0 131." - i 131' me - 314 mm, zati: 19.14.7 a 11 F561343,3 eani-1201. 1 2 "at-„st es s ac gay tr.or:i2 22.1211 22117907 Tft11.17.1")113"1 r.-saierf 96. 11 pg.?. nol-a311171. .• 62241331121.6113.1311 ttte 13:3332524.9.992 . LTA27121 pant In; 8214 307. Se a Canino" 51352333289071111854186316850 eseetat '4"e:re oneertte staler 1). %at* Bpateed at. 6 2237+8 ottraer ea-Gez 13. 12213601 Menet:Ma 2=2225 R492216 rcres 81583302283666823832129012163 carte/a, 2201285111161 apex .27.12:9771.1121227WI2-72 7.19ALISC CE21Z771.2 ale 9112272,72 22 *1.210 Is, 2305. szli tir war rteer.etatg ere 'pen teee 10 199 00111101, 2721227774 22 027111101 0,729.95179er: vta-ac -Z' 113*. 80 -2 ItZ' 1.3i. 10a - 3." x 0 1 43 • Ceramo-: ..t6C 523- L> i - ; 14.3-3 0. 002172129 S17871; e2:1 - 2 113' W2 1:12' 7 01217: 104.3202I4Z1, 1, 201199.01428E85217. 1297.27 ; 1672 -1 7.8x lao'; 60 -2 3:3" x 4 125"207 M21111 1.72 -2"X 0 09"3": Be -2 132 0 113-, "a • Faaterz saar... 2-4-tes. ee-..2: as eteere-reeps a-c. 6 renes o"..eerre rear ire 4.3etc as wrz"xxsze az 528:=32251617261e2211Syer:ga"zt nenes en .x...easfs" r..-* *ogee zes 12 trienis Cx." 2W119, rt+,:recizu, 540e0re 8roo-c5011e::as0*0114-42 14 Corrisar tatra 633r,11-stB aran 7::16...te-•-cztreter rear, arc 1 12-re" **,vtit,t 1,2 -en atleattxr1 a"C 1 34.4",:r...eg. eex 28c 3,..".-1-en 8,."er.'n4 3. CorcaOrt-tesZaxt motes .ffr," ronanat :Imre or 1-i" en cowl arC 1 vi-t-er 121111712.1172-22:" a "tar.nr.,a at% 1 12438e" 8128, 25:32-2971 ve.r.nn.; Pane t tt..; 8cors a: 15 rerea Inst-tea c erta." ti 117-711dre:=-: t:".e taa"et.....1"zas =eat: tee ma ee; 29ang ri 12'x 0 Dan or trItal :1 1:2' x 0 0721ra aaemc r. 6 :Ines e". ex:et eoges. 12 rzrza ratmectre a_eroes • Pwelsuses.cs ar. 24 t-tar.es. 2302270111617.3822233282616*72236261.82263822934. 13: reneS rrmarsic 8.,'teeora t For tect' anettirg aes ler ins. Se ears 12 x 1131a te :re 322.311328cea3rett a-sty:tan c42363t eaner8 T 538361292 2,2722772712 2 2071113311 27717107,2M7 217115 2127 n Fat 1C7314'05:111-7;18i131C4'.13116 eas rem. 53PLEG a 4 tneron crt ee"."ax *axe., 6 1,3"es x haarnectre 43:oszta - o Fatemn acee at 4-4"tea. on oe,ter at %gee. 8 =nes r..terrea. appotts tar sez!tor art w3r:8'4E18'; arc 3' re,es oveer eOSES. 6 tic"es a-. n2 rriecm.-..1. 43Ort 832261636311213 R.21.7W 2,22w2. 214 ret";as Oe117,21 e0gE1S, rc-es at reemnirz 3433343 22, Sea Failene Aterlate sresvte. Fastrexs ry-st oft rtsmItw v.e.n in asras steatentn. taleffr.F.: 1E.. 24711140..79 122:97 92 21-: 14 _ 22-sMn7 17,,. X 0 7:31", 117. Ce1112; jOIS:2 re-22 01,470a7. 2072 13 - 16c ea-vrtor ;.2-3 C 2.303 1253 „Sea Ilea 2306 10 a 131 "ski - 3'14 p,m. sza3 CetIng ptsaseo raZael rem 13.e5Thee 2333.13 1', 3 - 16e :xt-smo" 3x 235332022128311,120362300.l'24.1 4-20 C 131 rttZte 4-61149191513266 1,289e ;BP it -se "alt 42. 6107.0110321536 i3- 60 oeirro" 131"... - .3" 0.131".-ata - la. aeasPti 1E,e7911 22 17 7221172221 22:190 22 BE:77 92.12 p'ze 4,-LO C.0'11,10"161:77 2 . 133411:71 F2112 3-611455550:2300- 1216 7,01. l'g 6-'51e32222: as ea:" etaarre 3-520311'114'111'2'1013122 :17224 7:717 122 13:494. rsrer.:11-zlo ezZr, bezP: i3 - eartalco 1.'2"x: 0.131" 20217011 122. :.^;17.-1,22 2,07r2 :9225 1152 051111011 {9 1,272 2.152.1i 222tee. Ct .131 r:aia. 16" c.0 3" 14 cam Melee 1143.3 '25.6',713-.13012234220360115 • • :Z.3e coins," 14" 0.1,L. 7 23 32.1' 0 C . 328.131''TZIS 24'oet. 3'14 t:w sta3 les ar 24" 2-23SO-1-mon 6..192"? 3 - 613 0 .131' ratI - 3-14 .3aM. Castes 13,112 71211 21. top am 22:12 272,272e so o." odddebe floes tee "att erca. 8,0 at even 83:tet, Alternate Fastening Schedule Connection ALT 31.33. Wood structural panels and particleboard Subfloor, roof and wall sheathing (to framing) 1/21 and less Fastening 2" x 0.092' Ring Shank Nail E." from edge. 10" oft. Informe.di hp6.446 .../N0A. • TATY• CODE REVIEW Professional Service Indus, 174A .13rif Street Orlando, Florida 32839 0e647r1e61 104t833t unity C. IA a FE 952279 Strap & Simpson Strong -Drive® SD Screw Schedule Strap & Fastener Schedule fal p.ostIoe=. Uplift Wall fastener Rafter Fastener Plate Fastener PartelDesc, Uplift Wall fastener Rafter Fastener Plate 5840000 Hi 435 6-51)901.5" 4.30931.5" Ralter(b) 51 400 6-840115- 4-6d HI 1Z 750 - 6-5010x2.5- 6-5D10x2.6. H112 750 - 6-16ex2.5' 6-16dx2.5" H2A ...,_ 495 5.30901.5" 5-509x1.5" 2-50931.5" 5-S09x1.5" 1425. 495 1 5-8dx1.5" 58*401.5" 2-0531.5- 5-6D9.1,5- 52.5.4 535 - 5-5d 5.-6d 52.5 410 5-5D9x1.5" 5-3.D9x1.5" - H2.5 410 , 5-54 551d 1.12.5T 5450-6D9x1.5" 5-309x 1.5" - 2222.5T 545 I 5.6d 5-84 .. H24 495 7-SD9x1.5" 5-S09x1.5" - H2A 495 7-8dx1.5" 5-8dx1.61 - 53 320 4-SD9x1.5" 4-SD9xI.5" - 53 320 i 4-8e1 48d - 1-14 230 4-SD9x1.5" 4-SD9x1 5' - H4 235 4-8x1 4-6A . Rafter • H5 415 32509x1 5" 4-SD9x1.5" H5 265 4-8d 468 - 1T5•12 895 6.SE901.5" 6SDNy' .1.5" - LTS-12 .620 61061.5" 6-100,1.5" . LTS-16 1075 6.SD9x1.5" 6-S09x1.5" LTS-16 820 8-10dx1.5" 6-10dx1.5" - , • • . • : •' •• LTS-18 1235 6.5D9x1.5" 6.S09x1.5" - LTS-18 620 6-10dx1.5" 5-100661.5" - LTS-20 6.4IS-12 MTS-16 MT15-16 MTS-2C 1215 895 1075 1255 1255 6-SD9x1.5" 7-509x1.5" 7-SD9x1.5" 7-S0901.5" 7-SD9x1.5" 6-SD9x1.5" 7•5D9x1.5" 7-SD9x1.5" 7-S09x1.5" 7-SD9x1.5" ' LTS-20 620 6.104x1.5" 6-1061.5' - ---.... - MTS-12 880 7-106/1.5" 7-10dx1 .5" . . __..... . MTS-16 860 7-10dx1 5" 7-10dx1.9" MTS-18 860 7.10dxI .5" 7-10dx1 5' - PATS-20 560 7-10dx1.5" 7-10dx1.5" - - - 125. 21 24799 !M. Ccdtartte rarc' 16C ocxnnort 16.2"t a - 10s wryttar 35"x 0146"; - x 0131 ear; - 3-14 twtm t:BeEta 01 ele" seal"; Irzee 7,541 Porch Part8iDesc. A21 423 433 Uplift C.oluntri Fastener Rafter Fastener 2-S0901.5" 4-SD9x1.5" 4-SD9x1.5" 2-SO9x1.5" 4-SD9x1.5" 4-SD9x1.5" 27, 3ae5 ztea et, - 100 ertmor, i3" Y. 0 lArr; - 2'1 C.121 rtalz EBatiL.; 61 - 166 os-arnoe rt: 12"x .0 1621 - x 0,131" rata - 0112.1505034323 !sena: 3525 "Xi Part/Mesa, Uplift Wall fastener Floor Fastener Wall to Floor(a) Tie -Downs LSTA-I8 PartANDese, 20140, 1-1/4" VVide 1.235 Uplift 4 725 7-SD9x1.5" Wall fastener 7-SD9x1.5" 7.5 D9x1.5" Floor Fastener 5/6"x 30" Anchor 4.300 Roe? ta-za re: 2.-o-5 nage asa-9 .• 2 - 160 =877..1 1,7," O, 1821'1, - 6106113227.50 laoenar - 3-141484.62ie9 - 16C eattrcron 1.2"x C 1621 - it 131- rztts iMee 8811 3-3'14911861.03*5 :a. Only needed on aluminum sheathing walls ib. Headers over 6 span. parulloe01, A21 Porch 523 A33 p5i Column astener, r a ner 2 2-10581 5" 2-1031 5' 585 4-154025" 4-10401 5 750 4-10d 4-10d PartftiDesc. Uplift Wall fastener Floor Fastener Wall to Floor(c) LSTA-18 1,110 7-10d 7-1Ckt Header{d} Petit/ibex. Uplift TP-35 14110 HP40,41,80,81 4,725 Stud fastener 5-3-x 0.131" 5-3-x 0.131" Header Fastener 5-3"x 0 131" 5-3 x 0.131" Tie-bowns Pa Nft/Dest. 20Ga, 1-1141' Wide Uplift 4.725 Wall fastener Floor Fastener 7-100x1.5" 5/8"x 30" Anchor 4.300 ft All straps can be substituted with an equhelent brand meeting same strengths. b. Rafter ties to stud wall to be at esery connection far 24' o c. & can be every other br 16' o.o. 644 is required cn comers and studs adjacent to comers c. Only needed on aluminum & vinyl sheathing walls. d. Headers over 6' span SMOT vtir I. FE 1 T ' 995 ILT CODE INFORMATION CODE VERSION rec 2017 ez Cab7. 3SCE-7, 2014 ICC MANUFACTURER BUILDING TYPE CONS1RUCTION TYPE SMBIGILT SHEDS MANUFACTURED BUILDING RESIDENTIAL LAWN STORAGE V-13 FIRE PROTECTION FIRE SUPPRESSION 555.544 OCCUPANCY ALLOWABLE NUMBER OF STORIES NONE •••• NoNE • • • • • • smt4E • • V • BASIC WIND SPEED EXPOSURE ENCLOSURE 1 • • • • • • • • • • 0.4-a1efriP • e • • • • • c * ••••.., • • • ENCLOSED INTERNAL PRESSURE COEFFICIENT IMPORTANCE FACTOR ROOF DEAD LOAD ROOF LIVE LOAD +/- dielo • • • • • • • • • • 7,75 • • • t' • • • • lOPSF • • • • • • 20PST 01.30018 06ft LON) , a, • FLOOR DEAD LOAD FLOOR UVE LOAD "12. RATING OF WALLS, FLOOR. ROOF MODULES PER BUILDING 1048• •• • • • • 70AI2TIP36 • • • • • ,i4/1„ • • • 1 HURRICANE PROTECTION USAGE HURRICANE SHELTER USAGE SOUARE FOOTAGE N°: ••• No • • • • • • • • • • • 719 60.81. OR LESS • • • • • • REVISIONS REV DESCRIPTON PRESS PLATE RESIZED TO 2',“1" DATE 11/s/16 2 ADDED GARAGE DOOR 1,19/17 2017 FBC 6in EDITION 8/17/17 BY ure NIB LTTEI LIJ C() LJ uJ cn -7( uJ 0 uJ z cn LL Drown Byr MTB Dale: 9/19/16 Scale: Modell: N/A SBS-E- 180C 1,k1e. Nun, 1. FOUNDATION PLANS ARE NCR PART OF THIS PUN SET AND ARE GOVERNED BY LOCAL JURISDICTION. 2_ THIS BUILDING IS EXEMPT FROM INE FRC ENERGY CONSERVATION CODE PER SECTION 1015.22. 3. REFER TO TIE -DOWN DETAILS POR PROPER INSTAUATON REQUIREMENTS TO MEET CODE 4. ALI STUDS, RAFTERS, IRUSSIM, ETC. ARE 264 52 SPF, MEAT AS NOTED. 5. STRUCTURES OYER 400 SO. FT. KILL HAVE AN 80' MINIMUM DOOR. 8. GUTTERS TO BE INSTALLED ON -SITE ETY OTHERS 1HRU LOCAL CODES. T ALL WINDOM AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLORIDA BUILDING CODE. a. RAT Wm_ saws CAN BE BENT AROUND sTRucium_ MEMBERS OF WALL sun. TRUSSES. CHORDS, ETC. TO HELP SECURE THESE MEMBERS: PROVIDED TWO PIE ADDEO BEND DOES NOT INTERFERE 14291 ANY COSTING BRAKES/BENDS IN ITIE S118AP. WHIM/ T. . .............. •••••.' • ocENs6- Z.' ti 0 p As• LORI° r- • • ............ • iSoTANTAE OF: 4,0 Z.• I/1111111W\ Matthew T. Baldwin P.E. Florida License #64608 Sheet: FBPR-5 OF 5 , �, �{s TABLE 1 - 180C ANCHORING TO CONCRETE SMITHBILTl SHED WIDTH MAXIMUM ANCHOR SPACING TIE -DOWN STRAP ill (1) 4.4 SYP #2 ON 8' WIDE OR LESS. �� 24.-0" 4�-0" TIE -DOWN STRAP BOLTED FLOOR JOIST WITH 1/2' GRADE 5 (SEE NOTES) (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALLELSE(CAN BE SET ON GROUND). I1'I TYPE 2A 20'-0" 6'--0" HETHRO BOLT WITH WASHERS MINIMUM TYPE 1 TIE -DOWN STRAP BOLTED TO TYPE _... 30' DRIVE 30' AUGER 16F-0" 6�-6" __ 3 ANCHOR �(ITt1 1/2' GRADE 5 V ANCHOR ANCHOR 1/2x3" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH WASHER 11 BOLT MINIMUM WITH WASHERS M i FOR ROCK CORAL FOR SOIL/CLAY / 14�-0" T-0" 1/2"x3" (400 LB.) CONCRETE CODE INFORMATION WEDGE ANCHOR WITH U-CHANNELintriammiammilm 12.-0" 8.-0" CODE VERSION FOC 2017 e• EditionASCE-7, 2014 NEC (TYPE 3)11111.1111111111111=1. TYPE 3 TYPE 2B CONCRETE , 1 O —O" 9�-0„ MANUFACTURER slimouY SHEIK 30' AUGER ANCHOR EXISTING 4' CONCRETE EXISTING 4" CONCRETE ANCHOR WITH EXPANSION FOR SOIL/CLAY BOLT 8'-0" 10'-0" AGENCY IVA BUILDING TYPE ° �YBUILDING TYPICAL ANCHOR TYPES 6'-O" 12'-0" CONSTRUCTION TYPE V-e FIRE PROTECTION NONE 1 2%3" (4,000 LB.) CONCRETE 2x4 SOLE PLATE (NATURALLY DURABLE WOOD OR P.T.) TIE -DOWN STRAP BOLTED THRUBASIC FLOOR JOIST WITH 1/2' GRADE 5 BOLT MINIMUM WITH WASHERS (NUT de BOLT OR LAG BOLT) (1) 4.4 SW (2) 2x6 OR ALL ELSE ( 12 ON 8' WIDE OR LESS. (1) 4x6 P.T. SYP 12 SKIDS CAN BE SET ON GROUND). TIE -DOWN STRAP SECURED (1) 4.4 SW /2 ON 8' WIDE OR LESS. (2) 2.6 OR (1) 4.6 P.T. SYP2 SKIDS ALL ELSE(CAN BE SET ON GROUND). FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 WIND SPEED • • •V+-I n,ph EXPOSURE • • • • • a,• • • ENCLOSURE • • • •ma y • • • INTERNAL PREssuIR• •aDIINENT • • war- OA8 WEDGE ANCHOR WITH 2' WASHER WITH (8) 100.1.5' NAILS • • IMPORTANCE FAC�P • • • • s V • • 4" TIE -DOWN STRAP BOLTED TO TYPE ' GRADE . 3 ANCHOR WITH 1 /2' GRADE 5 BOLT MINIMUM WITH WASHERS �;" ROOF DEAD LOAD • • • • • •1yPjF • • 4... 1/2'x3" (4,000 LB.) CONCRETE ANCHOR WITH U-CHANNEL 5/B' x 30' EARTH ANCHOR: AUGER STYLE FOR SOIL/CLAY, I,il I ; I ROOF LIVE LOAD • • • • • • • ��P•aR vole FLOOR DEAD LO/,•D • • S. • • • • • EXISTING 4' CONCRETE WEDGE (TYPE 3) 1111.111111M11.111FLOOR _ DRIVE STYLE FOR ROCK/CORAL • LIVE LOAD • • • •• •• •• 16/1/11PSF • EXISTING 4' CONCRETE OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX. "R' RATING OF WALLS, FLOOR. ROOF �A • MODULES PER BWIILDINQD • • HURRICANE PROTECTION US& • • HURRICANE SKIM U&• • No • • 1/2'x5' (4,000 LB.) CONCRETE WEDGE ANCHOR WITH 2' WASHER 2.4 SOLE PLATE (NATURALLY DURABLE WOOD OR P.T.) - - - - (1) 4.4 SW - .- - -(2) 2x6 OR 12 ON 8' WIDE OR LESS. ' (1) 4x6 P.T. SYP j2 SKIDS BE SET ON GROUND).-/ r" //// TIE -DOWN STRAP BOLTED THRU FLOOR JOIST WITH 1/2' GRADE 5 BOLT MINIMUM WITH WASHERS (NUT & BOLT OR 2�"LAG BOLT) - • 3+ (1) 4x4 SW #2 ON 8' WIDE OR LESS. (2) 2x6 OR (I) 4.6 P.T. SW #2 SKIDS ALL ELSE(CAN BE SET ON GROUND). SQUARE FOOTAGE • • • a • • 1 : SS • .Fr. OR LE REVISIONS • • REV DESCRIPTION DATE BY - - ALL ELSE(CAN 4" TIE -DOWN STRAP-- Y � NOTES) GRAOE _ (SEE V 5/8' x 30' EARTH ANCHOR � TITLE: MASTER ANCHORING PLAN Drawn By. ',I ' WITH EYE HOLE AUGER STYLE DRE I I CORONET REINFORCED 1/Yx3" (4,000 LB.) CONCRETE FOR SOIL/CLAY, FOR ROCK/CORAL II'MTB Date: 3/8/17 IT- '•' CONCRETE FOUNDATION'b WEDGE ANCHOR WITH 2' WASHER • ' 'I • 1 F , . . Seale: N/A I^8„� EXISTING 4' CONCRETE NI- ' 4' CONCRETE OR OPTIONAL SUPPORT PAD (P.T. WOOD• CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX!'"SMITHBILT Model#:" SHEDS TIE -DOWN STRAP NOTES) TIE -DOWN STRAP BOLTED TO GROUND ANCHOR WITH 1/2" GRADE 5 BOLT MINIMUM WITH (1) 4.4 SW #2 ON 8' WIDE OR LESS. (2) 248 OR (1) 4.6 P.T. SW #2 SKIDS ALL ELSE(CAN BE SET ON GROUND). STRAP TIE-DOWNEN (I) 4x4 SYP #2 ON 8' WIDE OR LESS. (2)12x6 OR (1) 4z8 P.T. SW #2 SKIDS ALL ELSE(CAN BE SET ON GROUND). (SEE WASHERS, ALSO CONTINUOUS AND TIE -DOWN STRAP BOLTED TO TIE -DOWN STRAP BOLTED TO GROUND ANCHOR WITH 1/2' GRADE 5 BOLT MINIMUM WITH WASHERS SOLE PLATE ON 'NO FLOOR' OPTION IS 2.6 ATTACHED TO GROUND ANCHOR ON OPPOSITE SIDE GROUND ANCHOR WITH 1/2' GRADE 5 BOLT MINIMUM WITH WASHERS , - e =' =' _ , = `J .... ` ..• .; �� ,.; - •'_; • /J ' • N • •:± 1' q QQ ' 1, •• �'(1,'r " .e . . ' ?.,, ;., 5, '• .* • - Matthew T. Baldwin P.E. Florida License #64608 5/8' x 30" EARTH ANCHOR: AUGER STYLE FOR SOIL/CLAY, 5 8' x 30' EARTH ANCHOR: / I + I AUGER STYLE FOR SOIL/CLAY. I `I 5/B' x 30' EARTH ANCHOR: AUGER STYLE FOR SOIL/CLAY, I`>i' I `I DRIVE STYLE FOR ROCK/CORAL DRIVE STYLE FOR ROCK/CORAL • DRIVE STYLE FOR ROCK/CORAL . . . (NO FLOOR OPTION) EXISTING 4' CONCRETE TIE -DOWN DETAILS OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0' MAX. TIE -DOWN NOTES: TABLE 2 - 1 80C 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 30" AUGER ANCHOR SPACING 2. ALL MEASUREMENTS ARE CENTER -TO -CENTER.• 3. TIE -DOWN STRAPS CAN BE MINIMUM: 1-4" x 0.035" GALVANIZED STEEL, FEDERAL SPECIFICATIONS QQS-781-H, TYPE-1, FINISH-B, GRADE-1 OR 1 STEEL CHAIN WITH MINIMUM 1,200 LB TENSILE STRENGTH SHED WIDTH MAXIMUM ANCHOR SPACING 4" 4. CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3,150 LB. x 1.5). 5. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY. UP TO 16'-0" 8'-O" 6. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16" FROM END (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS. 7. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. 8. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE). 9. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.) , 16'-1" TO 2O'-Q' 6 -O" 10. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE. 11. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OUVER TECHNOLGIES, INC. MODEL#OTICB1, OTICB2 OR EQUIVALENT) 12. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING. 20'-1" TO 24'-0" 4'-0" Sheet: AP-1 OF 1