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HomeMy WebLinkAbout205 Belgian Way (2)Xv ECEIOi'E CITY OF SANFORD BUILDING & FIRE PREVENTION DEC 13 2016 PERMIT APPLICATION Application No: ! � 3 3/ S 00 Documented Construction Va! e: $ ^Ap5a Oob Address: 9�s 15E1(� 1 s'w Historic District: Yes ❑ No ❑ Parcel ID: Residential ❑ Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ o'escription of Work: 10 )() ,+ S k e CA Plan Review Contact Person: V I r v*C e. Phone: -fCh -73A. tX1 Y Fax: Title: Email: LK N C POA GHQ <_0 ,r1 �Property_On ner_Ix,�formation------' Name l�l.,l Qf ��iPhone: Street: 2W-�1�-� I`[ld. Resident of property? City, State Zip: 5AIV�DJ;�-�:)(�'[J> F1 - 7 7�`�-tY-i - �T-o�v� Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Contractor Informatiori Phone: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51^ Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be' add'itiAl restrictions •B:pplicable to this property that may be found in the public records of this county, and there may be additional pirmits required from other�governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will done in compliance with all applicable laws regulating construction and zoning. -1 OL,2-13- �bt3 Signature of0 er/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -Slate of Florida Date t DEBBIE BIANTON MY Wt wdISSION 1 FF 18648 3•,� �a EXPIRES: February 25.2019 .4r, ?� Bended TAWIb1az/Po56C �^ � Owner/Age ersonally Knowy to Me or Produced 1D Type of ID r Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas❑ Roof ❑ Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Jo�- Sn.:-f�. APPROVALS: ZONING: 12-29-'(. UTILITIES: ENGINEERING: COMMENTS: FIRE: # of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING:fc1-57-1'7 Ok to install 10' x 14' (140 square foot) shed as shown on plan. Shed shall not encroach into 5 foot drainage easement. Shed shall all be a minimum of 4 feet from rear property line. Revised. June 30, 2015 Permit Application OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Rev. 9.14.2009 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 1 do not have a license. 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. 1 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. 1 also understand that a contractor is required by law to be Vlicensed in Florida and to list his or her license numbers on all permit and contracts. I understand that 1 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 own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that 1 have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it �• for sale or lease, which violates this exemption. . 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual 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 1 employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. 1 am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 1 understand that 1 may not delegate the responsibility for supervising work to a licensed contractor who is not licensed 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 laws may subject me to serious financial risk. Rev. 9.14.2009 Property Add do hereby state that 1 am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions suecifiedabove. Owner -Builder Form of Identification (Must be Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 tine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements 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. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that 1 may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. 1 also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. 1 am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that 1 have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed 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 property licensed and the status of the contractor's workers' compensation coverage. Property Add do hereby state that 1 am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions suecifiedabove. Owner -Builder Form of Identification (Must be Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 tine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 REQUIRED INSPECTION SEQUENCE BP# /6 - 3 31 < Address: Zed Ff- &IA- J w BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Buildin Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence FinalBuildin (Other) REVISED: June 2014 ELECTRICAL PERMIT Min I Max I Inspection (Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description PlumbingUnderground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final Min Max Inspection Description Gas Underground Gas Rough Gas Final 6usinesy Professional Rioulation Ken Lawson, Secretary September 23, 2016 Alex Martens Superior Sheds, Inc. 2323 S. Volusia Ave Orange City, FL 32763 RE: Manufacturer Certification, ID MFT -113; Expiration Date: September 22, 2019 Dear Alex Martens FLA Manufactured Budding Program 1940 North Monroe Street Sute 90A Talt"see, Flonda 32399.0772 Phone: 850.487.1824• Fax: 850 414 8436 It Is my pleasure to Inform you that Superior Sheds, Inc., located at 2323 S. Volusia Ave, Orange City, FL 32763, 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.fioridabuildino.ora) 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.fioridabuildino.orn to see valuable Information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. Sincerely, atl-4c-f-' n Robert Lorenzo Manufactured Buildings Program cc: Professional Service Industries Rick Scott, Govemor PT ,� REC. NAIL & DISK (PCP 4871) LEGEND: 0 BOUNDARY SURVEY FOR VIRGREE REDDEN DESCRIPTION: LOT 101, BAKERS CROSSING PHASE 1, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 60, PAGES 27 THROUGH 29,. OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. S789—'17'34"E 129.50' BELGIAN WAY 9 50' PRIVATE R/W 3 SANITARY TRACT "A" MANHOLE Nlo �6 14 00 I N 2' CONC. CURB-`CONC. In APRON REC, 5/8' A/C CONCRETE AIR CONDITIONER PAD CATVRI CABLE TV RISER C.B. CONCRETE BLOCK CONC. CONCRETE COV'D COVERED EP EDGE OF PAVEMENT ID IDENTIFICATION IRC IRON ROD & CAP LB- LICENSED BUSINESS PC POINT OF CURVATURE PCP PERMANENT CONTROL POINT PT POINT OF TANGENCY REC. RECOVERED R W RIGHT-OF-WAY LOT 102 TELEBOX TELEPHONE BOX WM WATER METER GL CENTERLINE S89'17'34"E 448.60' PC S89. 17',34"E 319.10' REC. ASPHALT NAIL & DISK (PCP 4571) LOT 100 I 1.3'X1.3' LOT 1, 1.3'X1.3' DRAINAGE INLET p I DRAINAGE INLET (OCCUPIES PROPERTY CORN R) 1 (OCCUPIES PROPERTY CORNER) ._ 0.2 W21 E S89 -17'34"E 50.00' — — — — - -. LOT 71 1 zl I LOT 72 1 1Z I LOT 73 o III III w- O • APPROVED I t�IVw Ok to install 10' x 14' (140 square foot) shed as shown on plan. Shed shall not encroach into 5 foot drainage easement. Shed shall all be a [NC,, �, minimum of 4 feet from rear property line. Q6 a SURVEYOR'S NOTES: 1. The lands as shown hereon lie within Section 18, Township 20 S., Range 31 E., Seminole County, Florida. m2. This survey represents a survey mode on the ground under the supervision of the signing surveyor, unless otherwise noted. 9 3. Underground improvements or underground foundations have not been located except as •noted. _ Q 4. This survey does not reflect or determine ownership. 5. All easements of which the surveyor has knowledge of, or has been furnished, have been noted on this map. 6. No title data has been provided to this surveyor unless otherwise noted. 7. Bearings shown hereon are assumed relative .to the east property line of Lot 101; said bearing being N00'42'26"E per plot. H 8. According to the Federal Insurance Rate Map, this property lies in Zone "W', Community Panel number 12117CO070 F. Dated: 9/28/2007. REVISIONS T ELE OX N8917'34"W 50.00' 10' UTILITY 4' CONC. WALK REC — ' 5/8' IRC Rev. RC 71) J.2'S) a� EASEMENT (NO ID) Date: RI CONC. DRIVE 3'E,0.2'N) 0.�) _ F z V I Z g w 121.8' I 5.0' CONC. --- C W 4 e, z 15.0. 20.2' a t v 4.9' OV D' r- CONC. Ln \.-k 0 RESIDENCE #205 LOT 100 I 1.3'X1.3' LOT 1, 1.3'X1.3' DRAINAGE INLET p I DRAINAGE INLET (OCCUPIES PROPERTY CORN R) 1 (OCCUPIES PROPERTY CORNER) ._ 0.2 W21 E S89 -17'34"E 50.00' — — — — - -. LOT 71 1 zl I LOT 72 1 1Z I LOT 73 o III III w- O • APPROVED I t�IVw Ok to install 10' x 14' (140 square foot) shed as shown on plan. Shed shall not encroach into 5 foot drainage easement. Shed shall all be a [NC,, �, minimum of 4 feet from rear property line. Q6 a SURVEYOR'S NOTES: 1. The lands as shown hereon lie within Section 18, Township 20 S., Range 31 E., Seminole County, Florida. m2. This survey represents a survey mode on the ground under the supervision of the signing surveyor, unless otherwise noted. 9 3. Underground improvements or underground foundations have not been located except as •noted. _ Q 4. This survey does not reflect or determine ownership. 5. All easements of which the surveyor has knowledge of, or has been furnished, have been noted on this map. 6. No title data has been provided to this surveyor unless otherwise noted. 7. Bearings shown hereon are assumed relative .to the east property line of Lot 101; said bearing being N00'42'26"E per plot. H 8. According to the Federal Insurance Rate Map, this property lies in Zone "W', Community Panel number 12117CO070 F. Dated: 9/28/2007. REVISIONS -Rev. z - Rev. 3'X3' Rev. Date: Rev. Date: VI I� r- ? 1 STORY C.B. & STUCCO 13 to 0 RESIDENCE #205 3 N in a 10N IC4 W N * I00 N o0l 0.1'I W FE1,11. 14.9' L 40.1' 0.5' IE -i 5.0' FBRICK I I 14 1 LOT 100 I 1.3'X1.3' LOT 1, 1.3'X1.3' DRAINAGE INLET p I DRAINAGE INLET (OCCUPIES PROPERTY CORN R) 1 (OCCUPIES PROPERTY CORNER) ._ 0.2 W21 E S89 -17'34"E 50.00' — — — — - -. LOT 71 1 zl I LOT 72 1 1Z I LOT 73 o III III w- O • APPROVED I t�IVw Ok to install 10' x 14' (140 square foot) shed as shown on plan. Shed shall not encroach into 5 foot drainage easement. Shed shall all be a [NC,, �, minimum of 4 feet from rear property line. Q6 a SURVEYOR'S NOTES: 1. The lands as shown hereon lie within Section 18, Township 20 S., Range 31 E., Seminole County, Florida. m2. This survey represents a survey mode on the ground under the supervision of the signing surveyor, unless otherwise noted. 9 3. Underground improvements or underground foundations have not been located except as •noted. _ Q 4. This survey does not reflect or determine ownership. 5. All easements of which the surveyor has knowledge of, or has been furnished, have been noted on this map. 6. No title data has been provided to this surveyor unless otherwise noted. 7. Bearings shown hereon are assumed relative .to the east property line of Lot 101; said bearing being N00'42'26"E per plot. H 8. According to the Federal Insurance Rate Map, this property lies in Zone "W', Community Panel number 12117CO070 F. Dated: 9/28/2007. REVISIONS HLSM, LLC *Job No: Henrich—Luke—Swoggerty—Menard Field . Date Professional Surveyors 8 Mappers Drawn By: Licensed Business No. 7276 794 Big Tree Drive, Suite 108 Field By: Longwood, Florida 32750 Scale: P. (407) 647-7348 F. (407) 982-7166 Surve ®HLSM.US THIS SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VAUD WITHOUT THE G-742 SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 11/16/16 00, RJG ME/JH William F. Menard 1 '=20' Professional Surveyor & Mapper Florida Registration #5625 -Rev. Date: - Rev. Date: Rev. Date: Rev. Date: HLSM, LLC *Job No: Henrich—Luke—Swoggerty—Menard Field . Date Professional Surveyors 8 Mappers Drawn By: Licensed Business No. 7276 794 Big Tree Drive, Suite 108 Field By: Longwood, Florida 32750 Scale: P. (407) 647-7348 F. (407) 982-7166 Surve ®HLSM.US THIS SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VAUD WITHOUT THE G-742 SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 11/16/16 00, RJG ME/JH William F. Menard 1 '=20' Professional Surveyor & Mapper Florida Registration #5625 SETUP AND INSTALLATION OF SINGLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY UNE, ETC. •2. -ONCE'UNIT• -IS • SQUARE AND' THE -HIGH SPOT OF THE GROUND -IS' ESTABLISHED.— THE BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED. 3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3). 4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED THRU THE 2"x4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL 1/2" THREADED ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE. 5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND BACKFlLLED AND SECURED AS PER THE DETAIL OR A 1/2' HOLE IS DRILLED INTO THE CONCRETE 1-1/2- OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2" WEDGE ANCHOR. 7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5" WEDGE ANCHOR THRU THE 2"x4" BOTTOM PLATE. TABLE 1 ANCHORING TO CONCRETE SHED WIDTH UPLIFT (PLF) ANCHOR SPACING 20'-0" 400 S__S" 13'-8" 280 V-6' 11'-8" 240 S-6' ' 10'-0" 200 3'-6' 0'-9' 160 3-0' 3-0. 120 3'-0" •VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4'x4' SKIDS ONLY. 13'-8' WIDE SHEDS HAVE (4) SETS OF SIODS. J_ 30" AUGER ANCHOR (4,90OL6) SETUP AND INSTALLATION OF DOUBLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. 2 -BLOCKS 'ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE - BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3). 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)}"x44" BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. 4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 48). 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. 6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. TABLE 2 SKID RUNNER SPACING* SHED WIDTH X1 X2 X3 13'-8-" 1-104' CONCRETE BLOCK QUALITY CEMENT AND SAND MIX 11'-8 2'-8' 6'-4 - 10'-0" V-7' 6'-10' - 8'-0" 0'-9' 6'-6- 6'-0- 0'-10" 51" - •VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4'x4' SKIDS ONLY. 13'-8' WIDE SHEDS HAVE (4) SETS OF SIODS. J_ 30" AUGER ANCHOR (4,90OL6) SETUP AND INSTALLATION OF DOUBLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. 2 -BLOCKS 'ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE - BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3). 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)}"x44" BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. 4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 48). 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. 6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. • BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL) NOTES 1. HOLLOW OR SOLID CONCRETE BLOCKS (6"x8'x16') MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48' WITHOUT RONFORCING. 2. ABS PADS REQUIRED ON I V-6' AND 13'-8' WIDE SHEDS ONLY. TABLE 3A PAD TYPES SHED DESCRIPTION TYPE PAD DIMENSIONS MAX. LOAD- MATERIAL I 2'x8"x 16" 1778LOS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX 11 4"x8'x16' 350OLOS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX III 16'x 16' 3950LBS ABS PLASTIC PADS IV 8"x8'1i16' I 1900LB5 CONCRETE BLOCK QUALITY CEMENT AND SAND MIX • BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL) NOTES 1. HOLLOW OR SOLID CONCRETE BLOCKS (6"x8'x16') MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48' WITHOUT RONFORCING. 2. ABS PADS REQUIRED ON I V-6' AND 13'-8' WIDE SHEDS ONLY. • LOAD WIDTH OF UPLIFT ON RUNNER NOTES 1A LNG IS END TO CENT OF PAD. 2. PADS OTHER THAN END PADS SPACING IS COTTER TO CENTER. 3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING. 11_ GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP -1 SINGLE HELIX EYE AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL. AVERAGE HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. 2, ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER). LOCATE ANCHORS PER TABLE 4A OR 48. 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE (FLOOR SYSTEM) AND ATTACHED TO ANCHOR. TABLE 3 SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS SHED DESCRIPTION LW PAD 13'-8" MAXIMUM LOAD AND PAD TYPE SHED WIDTH TYPE I LW`(PLF) END PAD MAX. SPACING END PAD SIDE RUNNER PAD TYPE INTERIOR PAD SIDE RUNNER PAD TYPE 13'-8" SW/DW 4.15/332 0' TO 6' 6'-0' 1936LB I, II, III, OR N 1879LB I, II, 111, OR N 11'-8" SW/DW 6.00/480 0" TO 6" 6'-0" 2558LB 1, It. III, OR N 2558LB I, It. Ill, OR IV 10'-0" SW/DW 5.00/400 0" TO 6' 6'-0" 240OL8 1, 11, 111, OR N 2400LB 1, II, III, OR IV 8'-0" SW 4.00/320 0" TO 6' 6'-0' 2029LB I, II, III, OR N 2133LB 1, 11, III, OR N 6'-0" SW 3.00/240 0' TO 6" 6'-0- 1658L8 I, II, 111, OR N 1866LB 1, 11, 111, OR N • LOAD WIDTH OF UPLIFT ON RUNNER NOTES 1A LNG IS END TO CENT OF PAD. 2. PADS OTHER THAN END PADS SPACING IS COTTER TO CENTER. 3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING. 11_ GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP -1 SINGLE HELIX EYE AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL. AVERAGE HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. 2, ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER). LOCATE ANCHORS PER TABLE 4A OR 48. 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE (FLOOR SYSTEM) AND ATTACHED TO ANCHOR. • LOAD WIDTH OF UPLIFT ON RUNNER •• LOCATION FROM END WALL OF AUGER ANCHOR •`• MAXIMUM SPACING BETWEEN ANCHORS NOTES 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER -TO -CENTER. 3. THE NINQiUM HUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER. ADDITIONAL INTERIOR ANCHORS ARE REOUIRM IF SPACING IS MORE THAN 10'-0' BETWEEN ANCHORS_ 4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEM TO AN EXISMG BUILDING; M WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE TO THE SIDE AS POSSIBLE. TABLE 4A 30" AUGER ANCHOR SPACING - SINGLE WIDE SHED WIDTH LW I UPLIFT (PLF) END ANCHOR" MAX. INTERIOR SPACING"' 13'-8" 7.00 243 0'-0' TO 3'-0" 10'-0' 11'-8' 6.00 208 0'-0' To 3'-0' lo' -o' 10'-0" 5.00 174 0'-0' TO S -O" 10'-0" 8'-0" 4.00 138 0'-0' TO 3'-0" 10'-0' 6'-0" 3.00 t 104 0'-0" To 3 -o" 10'-0" HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE THRU 2'x4' BOTTOM PLATE TABLE B 30" AUGER ANCHOR SPACING - DOUBLE WIDE SHED WIDTH LW UPLIFT (PLF) END ANCHOR'• MAX. INTERIOR SPACING - 20' -0- 10.00 400 0'-0' TO S -T 1 5'-0' • LOAD WIDTH OF UPLIFT ON RUNNER •• LOCATION FROM END WALL OF AUGER ANCHOR •`• MAXIMUM SPACING BETWEEN ANCHORS NOTES 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER -TO -CENTER. 3. THE NINQiUM HUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER. ADDITIONAL INTERIOR ANCHORS ARE REOUIRM IF SPACING IS MORE THAN 10'-0' BETWEEN ANCHORS_ 4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEM TO AN EXISMG BUILDING; M WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE TO THE SIDE AS POSSIBLE. CODE INFORMATION CooE VE7SIoN�b01•• W NUFACTIM 2'x2' GALVANIZED WASHER AGENCY P110nSSp1411 Sam= eas�Ras BUILDING TYPE RE w&roL lA1LM STORAGE 2'x2' GALVANIZED WASHER WITH 1/2' NUT FIRE PROTECTION 1/2' THREADED R00 FIRE SUPPRESSON SYSTEM NOW WITH ' 1/2' NUT UNAY - twaLocam ALLOWABLE NUMBER OF STORES OPTIONAL FOR "HIGH SET' 'R' RATING OF WALLS. FLOOR, ROOF NOTGN OR COUNTERSINK BOLT 1/2' THREADED ROD EYES BOLTED TOGETHER WITH '/2"t; HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE THRU 2'x4' BOTTOM PLATE ' OPTIONAL FOR 'HIGH SET' BOLT & NUT WTIN (2)2'x2" GALVANIZEDT REVISIONS 1/2' COUPLER 2'x4' BOTTOM PLATE "LED 1/2" COUPLER _ WASHERS (2.000LB SHEAR CAPACITY_ 1/2'x5" (400 LB.) CONCRETE TO 2'x6' P.T. BASE rxi 1/2'x12' FORGED EYEBOLT . MIN. WEDGE ANCHOR INTO SLAB THRU 2'x4' P.T. BOTTOM PLATE ----MIN. I '-• f. (SEE TABLE 1 FOR SPACING) 10------ �------ EYES BOLTED TOGETHER WITH 1/2'x2' TYPE I. U. UL OR IV PAD WITH BOLT & NUI WITH (2)2'x2' GALVANIZED BLOCKING A$ REQUIRED (SEE TABLE 3). 1/2'x3' (400 LB.PSON A-24 CONCRETE SLAB BY OTHERS THROUGH CONCRETE SLAB BY OTHERS THROUGH WASHERS (2.000LB SHEAR CAPACITY) CONCRETE WEDGE ANCHOR CUP OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES ANO JURISDICTION 30' EARTH AUGER= I (SEE TABLE 1 FOR SPACING) , (SEE TABLE 4 FOR SPACING) SHED WITH SKID SHED WITH SKID SHED WITH 'NO FLOOR' OPTION _ TO PAD OR BLOCKING ANCHORED TO CONCRETE ANCHORED TO CONCRETE TIE -DOWN DETAILS CODE INFORMATION CooE VE7SIoN�b01•• W NUFACTIM SUPERIOR 94= AGENCY P110nSSp1411 Sam= eas�Ras BUILDING TYPE RE w&roL lA1LM STORAGE CONSTRUCTION TYPE V-8 FIRE PROTECTION NOW FIRE SUPPRESSON SYSTEM NOW OCCUPANCY UNAY - twaLocam ALLOWABLE NUMBER OF STORES I I BASIC "0 SPEED I V_2eemdh II OIPOSUIIE 0 ENCLOSURE EHQOszn INTERNAL PRESSURE COEFFICIENT +/- ale IIPORTANCE FACTOR 1.13 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 2ePSF OR 30M. FLOOR DEAD LOAD ePu FLOOR LIVE LOAD SM 75PSF - 173P3F OPT. 'R' RATING OF WALLS. FLOOR, ROOF N/A MODULES PER BUILDING I HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SOUARE ROOTAGE LEM THAN 7M 50.FT. REVISIONS (f) - .. MTB Q Dote LLJ 4/26/16 = 1e1 (n N/A odd . LLI AL Q GENERAL NOTES 1, FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. LJ_I 2. THIS BUILDING IS EXEMPT FROM THE FBC J ENERGY CONSERVATION CODE PER SECTION 1015.22. m 3. REFER TO TIE -GOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE Q 5J LLJ J 0 z (1) 1 1-' bi D 0 Z O Matthew T. Baldwin P.E. Florida License #64608 zSheet; AD -1 OF 1 PSI APPROVAL 2015-06-02 . .. (2) x 4 s headers and (1) 2 x 6 - ,. ; c.lybn•Avm.: SETUP AND INSTALLATION OF SINGLE WIDE SHED _- • : _.• -.. _ :.. -r.Y4' -- ._•.._-_.._ •_ --_ ._ .. -=-12 _._, Z e .-•..--•----��..___._..-^ - - yv,�•. ir,N,n?_0"- - .01-01-2012 - _ _- b Rcpbu eidr Effie cion load l)9OAilg` 1:*ADN LS NJL�RI RFZy�SIED IDC�TION ON SCHEMRE40 PIC TO ALLOW FOR WHBQ7lf TO PI OF SOUARE (wind b�lg) (2) 2 x 6 p.L door bucks added— � -4' (2) - Q 5 when 91 do" hdalled • Uwr TO H%X s II FwoFetrvlANE.E7C: -. . � �-� 2D12 P x t' a anal � n gavage doortwesec, ,� double amhes For garage ', 3- x s (Wrott) 0126-2015 C1)OEREL:£N1 zGACEtearLaSauARE•AIATHlW0lso�oroFrllEcreaxoamAmra�a7ll�euenwnne�oo®oNTxewch PisYa+dw:a(s..:w4Mua4pc SPOT ANDLEVELMTTE 07MM our OF TM BLILEPNG ISSROLIGHTUP TOIEVQ AND aLOOfED, THEH THE Ceflim OP garage doer sites• IFlo 7SdShtrl THE GULDat0156PPORTEDTOLEVE.OLOO EDAwmonan. 1Z4lxtdging ' i +tall max OrBCuIVO&I C.s•�e. 0:I nen S wreRTHE 91liDm S LEVELYORE L40Cua ARElG0E0 TOAcIamTIEOmwxr5PAcm Td P6.R..bar."I E Mar. a A.M ICRP ACEL11 ITt5 EVAlLL4EU BYTFlWOW OFTHE asnun IIp E ARE011A.LEOTW1000H THE rXC ;Idol 6'-0• - rcc fail G Boom PLATE wrnAJ-Alxif'RBrrAAOlIiE Evema 6FASTH wre PLAm THENOLEIsmn FORA 7SEARTH DOOR K-8' .T•P. ArrhOobilforTxesT4-Yr✓ nysaysl ANUYnANoeAao�.L.t�.Tra:EYrxaTANOArmtoRAREFASiEr�owTHA•}xr6aTAlONur, uNtdL>N (See rmta23.a 1 .. varHes Y: bi7dCig •'sr�e: 111x.• SPINEL*4TISTOSEATTACE07OACOWtE1EYMTHELYUDNOLSSErd1TFECONGIEMW-*AA.WsS EDUP . erm6anrliorQcpis TOIEVtiAJ-I/CkESOPoIL�WrrNAHWA�tORL1NT000nIU'ZEIESlAa1 �'OF'FRAYJOIST.IHEEYEBQTIaFASTBI - • . TpOIKad THE 8017004 MID A(A34 SWPlC#" tE PLACED OVERTW_ %'W®OE ANOIOIA�xrIIOL.r /Vd NUr4� END ELEVATION VATHDOOR TWOSWDMODELS SnpanLSTA-16•USP LSTA18 rYI91HHIBLh1DTOFASMTHEEYEBOLTANOSWPSONWerTOeEtt®L arae: _ - tlLerlcaTHe Strap a aLhuva'ea G8IES 6 SPECIFICATIONS FOR AUGER AChXMM ... 1 ( )us xluds) 1.GULDUH3 SHALL e.E HCFjVTVPEI EYEAH0f0RM~ACTL0tED6Yr1O6*fRDEOF ttry nfiPl a saedstaAstxllov ■ siding um EW 12 SMpeonNSYt.IISPRTS LE1®rxTss�u�ii� THEEE� IfILATE FLOORSYSTPx CODEREVBc�(h+ altanImoE{svMAIM LOCATE MCHORSPAC"OPERYABLE-L 1' x 4' lrridgirg VIwiderr r doatl—Max ny 1748 RrxuroT 8 Q g singlo o CBM Table / .. Table 2 tW nd br hV) a m .1 r -!o F-1 r e-11 t<Yp fin ) 2 x 4 bander . TYPE 1, U. or 111 CONCRETE OR X !r EYEBOLT - — d �cspoe� • aruvr•m _r ABS PADS W1 BLOCKING AS moble home door 1' x 4- Widgby(wlyd bracing) AUGER ANCHOR — LA .rlwcas (op0orleQ d 2 x 1 ends (eyp.J REWIRED > M 5611+a. ser sl E . T x 4' bbddng grade • .. . ' . •.. . • _ _. 6W wan ender dob1, Values from end d Joist to cantor of (1) 4 x 4111 any !re';6de dads Rave (4) am of Bwds. p46 2 x 4 b000rn Bata SHED WITH SMD ATTACKED yeyory ad arrhr bodod SLppurl Footing Pad Spacing For SL¢r Wdc(SW) a 2 x 6ILL end m7 = together wl} x T bdl and Table 3 pwga yy 0µn aAmmLosI hurdcana strsa(O'R) ISOMETRIC OF SHED 3N tag pybowd aad;m�igo 1 x4 ptddds ptyhoed (2) r x r gah. Lvastlo s FJd Pad S- Go" tSTA-ter; USP scala EIV• and3' mCIMWLS Pad LSTA-18 or ogd%mhwd r x a' dderdl END ELEVATION FOUR SKtD af00a r x 4• cW n b t b wn 4{16d)11aBI sola r ' 1 • x 4• trader ran hdornmrlon nor sham see and elevation VI doorsl - w WALL ANCHOR OETAIIS Q712 r I Y-3' 202Q4 oyyr or SI rets. OUTSIDE WIDTHS fm I iPad spacing b end b aeranrdpad Sinpson 7P35. USP NPJS ' 40'1 marc lanl1h 6, W. IV. 11 . .6•, or 13'8' x a' p.L ung ityp-) �% or e01d ratan 2 Pada dlrr tfum end ped Y ander b m mr JoW x i Revlae i2122 OSM atom awfay wig (%Qnags3. Use smrle iltmdmLml ' rdralay or 1Lrulaa g axo-a 4• x 4• ruralsr requlnad an Q S 4' Y 4' header S • 3'•6'rudeallads x LD q . f artf+ dlda'Is eonls" jInv !8•oklofstaPad Aglood r rorguea x x ..•w'� o '7p oma pl~ wd addE fiord 4' x r T X T srflore Load vAdlll on nm+e J o . a' cemer n(ra w !iv ltSarpson FLS24; IISP RTS =, • x S (FA'T, dr) 9aM1c �Irer w/#' mII Based on 2000 PSFSa7 Dearilg Capmcky(;000 PI b lyp_)'. c Notes: .0 � w 1 >t or j x I rongee x Y ( ' Hnllwa or solid c m ate a) aW be cmdma on pads far Edge avis op to 4s witllouc ronbrting =_ - - •floor )drt and <; x C rurLror lis FIS•21 or or s 2. ABS ped roqubod m t t•_r a 1 * anI bib •8• wNa ausra!i8s �Y e x 1 • • 1 Por Table 461 Anshan Sparing d Augur Type Anchom For S6ga wide Sheds ; e o i y2' x 6' pt plalea for aheds over AIICWAnehor irk/����,• stab (per labra 1) • 7 p 'OBfd ..-._ r x S III IAMeck)rphftx r"•,•o L'(!1�) 2' Y r Ilal w (�) ! ' 1 E —.y V 2' x 4•- t Ali a egLdvaknl {brsli side) ._ . ... .. to ItI °u W LL 1C OOR fR/Wl PLAIN plata(LT On 10417 Z> C c v BDund r x 4' Corwoudan , Ctllwere Stab bYcaLela a wf Km wTT INCHOREn T . • ao ■ • a W W 3 �W If s T Racal Codes a pab"m TO OONCRE M y Table 4b Anchoring S d T Andwr For Double Wide sheds o tt Z <L 7-7 4• x 4 door hand; app (typ. 2x4, under he � ,;1 End Info" SPI ¢ �.D�,E rev a v -� •` `.1• x T tx16g6g(VArd lxecmg) ' L .-000 '• �SUp ■ N N N "UMOVAMere rune - g > 1^ a '•r , AlLslrtrnlm dOOrddfl an (1)}'xS(4000 upBt ✓ I-LaraaoR aFwW wxlaraf slab andlor �S � 4' b'xtt(OTJ ... Front and Badr ) Y1e�e erldwrlrrOo Ar'd'or syadn0 h exanpla 30'sL�ror }' x r eoTLesleian bdxs. � _ t E':1 C x 4* wbidoua "; r - cancels Web a spI Adoga PI co Iv 51 .S� T3:f ' (Darmblo l) ���I1SGD®0.ROQO�. 'C yiHLY_&%Wd31ENfAW4bAMOCUEGFNi7S E JA;' :: ,r Y4'aand0■571" -! - '. ' .�. Local Coder. a io"clion 1}•rlin` aofsh rx gourde dtl[ 1M THEs"WRITEYaeNWI HNWAROF ANCHOR b(Q ONE a EACH CGIIOF SHED, FOR SHEDS LESS N LEH(iM THAN THE bb l %njV P. - fl�r' .,'`� ex 4'. i. ..:r - '. .L. apP•'y bull aLl"I rx4• A. iHHamaur EDGE DIVANCE DREW,vesHONe I SISBIw1MEretSatsratA E ANscN eOLT. 6 161 • A -i : I. no plyboerd, - , . OPTIONAL WOOD FRAME r T x 4' bamorn glob ae71d b E ANCH00.4 BILALL ILE ON sLx xAr15 EXCEPT N11eN THIESHED b PLACE HrF]tT70AN t111LO6M IN t4H1od WE ?r; LLv "P-ol 24USPFR4CIV-, ,.DOOR CONSTRUCTION p• i rx6' PI base AnaroTascweEHaAr�oveowAUAaamEAa TOS+cEwAtta '?! LOT) niY mills_; . SCW.E: N TS. �hpd W W1 Floor Remora AndLonsO b Cbxr® GENERAL NOTES: • 1. ALL Bl1R.OLNGu FROM 0 SQ FT. TO 720 SO. FT. ARE F�JdPT FROM WWDHIORNE -DEBRIS IMPACT nuc) - 0011^°rhO^ Lccehl / } .1' STANDARD PER STATUTES, 2 HIHIILOHN FROM SFLTO 00 SQ F� /IRE FOR (JSE NRTFL OfaE AND TWO FAME Y SIDE ELEVATION WITH DOOR & WINDOWS oda }• T X.4. bolmm plow RESIDENCES ARE EXEMPT FROM DOOR HEIGHT REQU�]JTS PERTH E FBC. a 1. lit pt 2 x 4 Game (bp) 3. ALL COI.t(6ERClALBUILDINGS AS WELL AS RESIDENTIAL W DWGS 401 SO. Fr. OR GREATER 2-0 r x r sgtme gmA■I MUST COMPLY WITH THE SW DOOR HEIGHT AND THE MIN. AND MAX VAOTFH Rb1UIREMIEM5. (tyP) 121JT x 121!4' Hough sural werhw vjdh;. MAT6G ptyboad 4_ ALLeULD STRIICTLfR r. OR LESS WITH TT DOOR HEIGHT ARE ACCESSORIES TO Z T x 4' lxLdrjng(Y vld bracing) a. FASTENERS F� OR ROOF WALLS SHALL BE S& THIS PLAN WAS DESIGNED PER THE FBC ANDSCETAL COTS@TRUGRIP MTO WOOD FASTENERS C7 > bomora FBCFt 121K' d 112 pl AND SHALL BE 9.15 X I.OR EQUAL Wl r(W)THREAD PeNEl RATIONIM.) Z o 7x4' bent(Lyp.) P� r x e*olds rdl 7. GUTTERS TO BE MSTALIED ON SITE BY OTHERS THROUGH LOCAL CODES. W S 1'x4 turd erste (typo at - d W $ O0R1°rs 2x'I nQ FcIEyaeo¢ar3'71°°°d°dRoe SHED DESIGN LOAD REQUIREMENTS FOR THE: ZWF E j T80 lyboad . IS'to24'. } eoapftitNaoessaryrarLad 2014 FBC-Su Edition, 2011 NEC, 2014 FFPC W� e Swapear HS -24, usP Hs -74 err 1 r MRovew oE-rAas sac 1 hereby certify That I have reviewed these plaits ng w8h aD bu�ditig rrTateflals and z . wqui II (Lm) a9 ands aooe: V= 1'•0" eyeball and mrhortwloM �• x 12 Forgod EyeboT components used in the manufacturing of OTe sheds. The material�alid components O wxR micha a mgeLher wr}' x r a+e (z) for talnlectlarl T x r gov. VtBA s and have a Florida Product Approval as required by the Florida BLI+1d6ig.Clmnission.Ku��9N3) QM. SEE SIDBEVATION WITH COORS AND )nuc 30• F41wlona Arxilor or werre anayied using the Wh Stress Design. All maWriats and CD67pone�>fif lv wd(i Uie... -_ WINDOWS FOR INFORMATION NOT SkMVNU ■ SIO FV 2014 Florida Building Code, the Florida M m&jcWred BuikfrQ Act-irKPP1y?'S,�nd -� _—_.F_F.—ATION s>RAp DFrARs N E.C_ fora category 1: Enclosed Btel(fmg, Exposure 'C with a w �j s "! v; � f.(tP +L .•? to $ . .•;� - .�.,. .a :S }• •r' aW;.;nLe, (three secondgUSt) .. L�: �'WlN"v 11 0"- %J.`'•'�� rx tlav :. Ivombwme •ems .�` a• ^^� -r• .y ,.v, ,mr,e DESIGN PRESSURE •+•rio9w,. w=_ rxr a TrT.TSLFA nub z ROORUVELOAD 75PSF (:.: • % R WIRING a ra Imdo a.l rm� . reaa.eedwe.. FLOOR DEAD LOAD SPI 1 sea ■.13teat mets see; SIGN CR((ERIA ROOF LIVE LOAD 2OPSF (0161111rola Hr t xt merae+me■,s' z ILLORHGCA7EL10RY• ROORDEAD LOAD 6PSF Pl ��.. _ ..N...O •. .. '�'°~1` "�! xhd MGM SINGI.EI$IXAtlCaERANCFIOR LD GTYPE T�ALp'CESSOAYSTRUCTLRRE INTERNAL PRESSURECOr�RCX�r„] AS T T td L1s3 k�v _ • ^ L © �; LebE V8 W m ■,1 em dad Esta d Soo able 4 (arcpaGrgO VELOCITY 180 NPH encase . • .. 1 e - /±• . / . ". atmatat sofa: its. ` !• _ l OWABLE/OFFLOORS.1 bogies RATINGG NTA _ / - _ G.F.I. outleT - • •OSURE CLASSIFICATION @HCUOSFD mr`t•ksiJ_T` _ ::�: a .' �- FLOT5 Owe- Ado:)080031d RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER _ [-.5. 1-7 DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE :CEIVE DEC 13 2016 nti