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RC-18-769Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit: NO. RC-3-18-7C9 Permit Type: Residential Construction i Work Classification: Shed Pennit Status: APPROVED ate: 512/2018 Expiration: 10/29/2018 Parcel Number Applicant 128 NE 99 Street Miami Shores, FL 33138- 1132060132270 Block: Lot: JUAN CARLOS ACOSTA Owner Information Address Phone Cell JUAN CARLOS ACOSTA 128 NE 99 Street MIAMI SHORES FL 33138 128 NE 99 Street MIAMI SHORES FL 33138 Contractor(s) HOME OWNER Valuation: Total Sq Feet: $ 3,000.00 0 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: REPLACE SHED Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due ccF DBPR Fee DCA Fee Education Surcharge P&Z Review Fee Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $2.00 $2.00 $0.60 $35.00 $100.00 $9.00 $2.40 $152.80 Pay Date Pay Type Invoice # RC-3-18-66911 03/26/2018 Credit Card 05/02/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 102.80 $ 102.80 $ 0.00 Available Inspections: Inspection Type: Slab Final Review Building Review Building Review Planning Review Planning Review Structural 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 AF DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a ning. Futhermore, I authorize the above -named contractor to do the work stated. Autho r natur : ner / t Contractor / Agent 9 9 Buildin De me opy May 02, 2018 Date May 02, 2018 1 ;l s3 (5-3skol k604:( b n r b ott\O AVP K BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC - recAc*c o S17ccO ❑PLUMBING ❑ MECHANICAL JOB ADDRESS: 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 9Ct4-1, City: Miami Shores County: Folio/Parcel#: Occupancy Type: Load: Construction Type: 1-4 FBC20I Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: Is the Building Historically Designated: Yes Flood Zone: BFE: OWNER: Name (Fee Simple Titleholder): m (. OS -A-, Address:MZ S r) . . q9 4-- - S4. City: r ' tYCN (SclorC S State: P1 Tenant/Lessee Name: Email: �-�CVNc (7.% L 331 NO FFE: Phone#: SOT' ►O - 3%2_ 36S-- 3 T3-• 93 Phone#: Zip: 33/3 S CONTRACTOR: Company Name: rJ 1 /4. Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: DESIGNER: Architect/Engineer: Address: Certificate of Competency #: Phone#: State: Zip: Cit Value of Work for this Permit: $ J, auo Type of Work: ❑ Addition ❑ Alteration Description of Work: Riz cto,s Specify color of color thru tile: ootag • f Work: New /1�C Rcz,epair: 9,4 4.6 Re, la _- ❑ Demolition i. ,Jv-.. it 4 Submittal Fee $ 5.3 ' °`) Permit Fee $ ( 00 • Scanning Fee $ CI . 03 Technology Fee $ ~ 9O Structural Reviews $ : 35'c (Revised02/24/2014) 00 CCF $ Radon Fee $ �� DBPR $ • Training/Education Fee $ 6 • rOO CA)+ Notary $ aI . Double Fee $ Bond $ Q/� TOTAL FEE NOW DUE$ jO8V 2 • r _! ) +: ,1AM, i R Bonding Company's Name (if applicable) 4 % .:,31 ..' Bonding Company's Addressfal :i. , , ' t"' , , i '` i;' City State Zip ` ; + �: +• ~+ Mortgage Lender's Name (if applicable) r Mortgage Lender's Address r 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 do 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 reinspectill be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this ts& day of t tardl , 20 t8 , by UO,NL A-CASACt , who is personally known to me or who has produced '— identification and who did take an oath. Signature CONTRACTOR The foregoing instrument was acknowledged before 'me this day of , 20 , by , who is personally known to as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY spa-e,ukVbLE ISABB.BUDDLE ;�t ;s, , MY COMMISSION 1 FF 935313 = EXPIRES: November 11,2019 Boded TAN Wail Pubic (ET * * * Sign: Print: Seal: yes*r:sss*r*s*srs*s**t*ss****ts*s*s:*•:sr:**s■***s******r*ss**s Plans Examiner Structural Review Zoning • Clerk P • (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 NAM E: C . I(c A DATE: 3 (I 5 I I ADDRESS: 1Zi5 N • e ��L �4 , 1 IXCSI�I.� %1Nocres Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state"law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial _ 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial�� 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must he for niy use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial *ij'� °=Y=i=understand thati niay'not`hipran unlicensed person to act as my contractor or to supervise persons working on my building or residence. It y,�e,is'riiy respons bilityto ensure;that the persons whom I employ have the license required by law and by county or municipal ordinance. "S, • '9umv'r it 2 f;;ar Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 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. Initia 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. Y Initia'� 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.myfloridalicense.com/dbpr/pro/cilb/index.html 11. I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial\ ' 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the inf rmation that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this t'S44` day of -k&rdn ,.2018 By -loam CASEu Produced there License or' Lt— who was personally known to me or who has as identification. OWNER ' NOTARY ISABEL BUDDLE g MY COMMISSION i FF 935313 r EXPIRES: November 11, 2019 Bonded Thru Nowt Pubic Underwriters M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REQUIREMENTS FOR SHED PERMIT Permit application must be accompanied by: ❑ 2 Copies of survey showing the location of the shed and setback requirements. (See bellow). O Surveys shall be reviewed and approved by HRS department. ❑ If owner is doing the job, owner must fill and notarize Owner Builders Disclosure form (This form must be signed and notarized in the building department only). ❑ 2 Copies of Notice of Acceptance (NOA) from Miami -Dade County or State of Florida Department of Community Affairs. ❑ Indicate on the forms which type of shed will be installed. Shed can't exceed 120 SQ ft & 8 ft in height. ❑ No electrical or plumbing fixtures are allowed inside or attached to the shed. ❑ Require inspection: Final if shed only. Slab inspection required if new. Setbacks: O Five (5) feet from rear of the property line. ❑ Ten (10) feet from side of property line. ❑ Please note that corner lots differ from these requirements. Staff review required for determination of setbacks. Revised on 06-12-2017 I. Naranjo rIt O 3i2y SHED DEPOT & SHED GUY 9600 NW 77TH AVE HIALEAH, FL 33016 305-23 I -1990 https://www.sheddepotsheds.com Thank You For Your Business Cashier: WS Transaction 000775 Total CREDIT CARD SALE MASTERCARD 2361 07-Feh-2018 4:06:25P 81,500.001 Method: EMV MasterCard XXXXXXXXXXXX2361 HIRAM A COLAS Ref #: 803800507301 Atith #: 47948P MID: ********3884 AID: A0000000041010 AthNtwkNm: MASTERCARD SIGNATURE VER►FIED $1,500.00 $1,500.00 Online: https://clover.com/ p/4H62X5RGVZWME VOL L!A ? 4 786 260-1063 ttres,'raddepot©g 11:.i;.c orn 9600 NW 77th Ave. Hialeah Garden, FL 33016 It Pays to Buy Quality U.! Address t2e3fir 4 5 citY .5Nag60,fI33og Home Phone Cell Phone 3) 373 gsg3 DELIVERY WPO/1AM =N COMMENTS • ALeo COMPLETE WE PREP ACID Ire1ALi TION FORM TIIE SUM, 7 s_ z; Te (335)231, Fax: (305) 231 9600 NW llth Hialeah Garde zheddep®tai Iniftwaileddeio >o IIOALITYsSIV ORDER 0' •3 f m SEE DOOR sus VittNbOIN SIMS CITY S� /i'ie£, kirn v41'(izaerz.l j Nib t Sales Price $ 24773, CABS Other Gums Subtotal $ CHECK ❑ MIes Tlstt 00 p Pante Notes $ 0 I CREDIT ne Vold Deposit &dares Due Am= Ca •: td j OTHER ❑ OTHER CHARGES: IVW 1 Hates? 1# M TER AIf= CONDO 50%d Mona due upon Mom En deoilandse noted. Ewe wt0 be a 10% allow ford cancelled adorn tot atcel mode* produce. Al bad era due and peyabbl upon moslpf. Allnano deep of 1.0% per month a passed on al pine ding badness *deb are unde rstood rstood purchaser groat to octetperdue money a perdmon y moudty Intend In tM product (*dumbed drove which all be domed mond prop to room ths costs of aollaotlon tow any amounts due and o np under lids agreement or In amputation wWh this agmeamnt, Including, but not Untied t end arm other oats of Gagman. Balance must bepaid betom Installation d. tion of shed. Nomadllvmy and hatatletton Is laduded In the =stratapricewad thha seller's Outten. Clear mess to the Installation Iooagon must be prodded by are Fireboat If obstructions, Including but not ended to: fences, s overhead wires, NC units ate present, adi ionai charges may apply Purchaser accepts flat( responsibility for damages to, or Ineu redby obstacles that utMttat which Interfere faith anchor Installation. It Is atsopurchasars respenolbfl {y to check and mangy with bum and zoningperma requirements i . in fractml. s,q '. �srf Sieill5purrdrss3rt s::erelvr.,:.�agiDa� 4gam,.tofortoraaiyradiavtdl �screter,ard ooSic , :mil t ,eawada,t > , Ala oc alumm,a k+esawot mEhoatllt>e8ab l> ► + tufty lnl ny endatIlb, t oiflte tame and twain of whether or trot carte by any nog hateundu SHED DEPOT REPRESENTATIVE 17if PUR ER Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-3206-013-2270 Property Address: 128 NE 99 ST Miami Shores, FL 33138-2341 Owner JUAN CARLOS ACOSTA Mailing Address 128 NE 99 ST MIAMI SHORES, FL 33138 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0802 MULTIFAMILY 2-9 UNITS : 2 LIVING UNITS Beds / Baths / Half 5/2/0 Floors 1 Living Units 2 Actual Area 2,862 Sq.Ft Living Area 2,772 Sq.Ft Adjusted Area 2,604 Sq.Ft Lot Size 11,500 Sq.Ft Year Built 1926 Assessment Information Year 2017 2016 2015 Land Value $287,615 $287,615 $218,776 Building Value $205,479 $207,028 $157,950 XF Value $9,694 $9,754 $7,441 Market Value $502,788 $504,397 $384,167 Assessed Value $361,924 $354,480 $302,829 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $140,864 $149,917 $81,338 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 MIAMI SHORES SEC 1 AMD PB 10-70 LOT 11 & E1/2 OF LOT 12 & W25FT OF LOT 10 BLK 17 LOT SIZE 100.000 X 115 OR 19085-2706 04 2000 1 E Generated On : 3/26/2018 Taxable Value Information 2017 20161 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $311,924 $304,480 $252,829 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $336,924 $329,480 $277,829 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $311,924 $304,480 $252,829 Regional Exemption Value $50,000 $50,000 $311,924 $304,480 $50,000 Taxable Value $252,829 Sales Information Previous Sale Price OR Book -Page Qualification Description 01/22/2009 $550,000 26732-4412 Qual by exam of deed 06/01/2004 $490,000 22373-1752 Sales which are qualified 04/01/2000 $245,000 19085-2706 Sales which are qualified 07/01/1999 $225,000 18685-1135 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 http://www.miamidade.gov/propertysearch/ 3/26/2018 • 6 Business (\ Profess' nal FLA Manufactured Budding Program 1040 North Monroe Street Sure 90A T.dahassee, Florida 323.99-0772 Phone 850 487 1824. Fax; 850 414 8436 Ken Lawson, Secretary Rick Scott, Govemor August 22, 2016 Robert Moore Lark Builders, Inc. P.O.Drawer 629 Vidalia, GA 30475 RE: Manufacturer Certification, ID MFT-114; Expiration Date: August 22, 2019 Dear Robert Moore It Is my pleasure•to Inform you that Lark Builders, Inc., located at 409 DIXON STREET, P 0 DRAWER 629, VIDALIA, GA 30475, has been approved under the Manufactured Buildings Prdgram, as provided for under Chapter 553, Part I, Florida Statutes, to manufacture Factory Built Schools, Storage Sheds, Manufactured Buildings for Installation In Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agencyhas 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 ourWebslte. 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 thls program. Your certification Is approved for three years from this date. You will receive a renewal notice by Email generated by the BCIS'(Www.florldabulidlho•.otq) 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.florldabulldina.orq to see valuable Information on the Florida Manufactured Buildings Program. A copy of thls letter must accompany applications for local building permits. cc: Professional Service Industries Sincerely, • • • • • e c • • • • Robert Lorenzo • • Manufactu!ed fuldrngg Peog=arr •; •. o. • • • •••. • writ • •• •• • • • • • • • • • • • ▪ • • + • • • •e• • • • • •n• • • • • • • . • • • ••♦ •• • • • •• • 0 • • • • • 00 00 • r • •• •e TIE -DOWN STRAP BOLTED THRU FLOOR JOIST WT111 1/2" GRADE 5 BOLT Ma UM WITH WASHERS 1/2"4" (4.000 I8.) CONCRETE WEDGE ANCHOR no WASHER COSTING 4" CONCRETE TIE -DOWN STRAP (SEE NOTES) TIE -DOWN STRAP BOLTED TO TYPE 3 ANCHOR WITH 1/2' GRADE 5 BOLT MINIMUM WITH WASHERS 1/2'x3• (400 LET.) CONCRETE WEDGE ANCHOR WITH U-011A•IEI. (TYPE 3) (1) 4.4 SIP /2 ON 8' RIDE OR LESS. (2) 2.6 OR (1) 4.6 P.T. SYP /2 SKIDS ALL ELSE(CAN BE SET ON GROUND). DCISTING 4' CONCRETE 1/2'x3" (4,000 LB.) CONCRETE WEDGE ANCHOR WTTH 2' WASHER GRADE 2x4 SOLE PLATE (NATURALLY DURABLE W000 OR P.T.) EXISTING 4• CONCRETE mm TYPE 1 V TYPE 2A 30• DRIVE 30• AUGER ANCHOR ANCHOR FOR ROCK/CORAL FOR SOIL/CLAY (- TYPE 3 CONCRETE NCN OR WITH EXPANSION BOLT TYPE 2B(J 30' AUGER ANCHOR FOR SOIL/CLAY TYPICAL ANCHOR TYPES TE-DOWN STRAP SECURED WITH (8) 106x1.5" NAILS 5/8' x 30' EARTH ANCHOR: AUGER STYLE FOR SOLL/CIAY, ORAE STYLE FOR ROCK/CORAL TABLE 2A - 165D/170C 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMSPAUMCING ANCHOR TABLE 2B - 140C 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUMCING ANCHOR SPA UP TO 16.-0" 10'-0" UP TO 16.-0" 10.-0" 6'-1" TO 20'-0" 8'-0" 16.-1" TO 24'-0" 8'-0" 0'-1" TO 24.-0' 6'-0" TABLE 2C - 120C 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR SPACING UP TO 24'-0" 10.-0" TABLE 1A - 120C ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING CODE INFORMATION CODE VD1SION ILWUFACNRER MO 3014 IS [AWL Afi¢-7. 2014 I{L 010 3015. TPM A LARK WADERS AGENCY 24'-0" 6'-0" BUILDING TYPE CONSTRUCTION TYPE 1aXONURED MALEANG N. WIN s5D6Acc we 20'-0" 7-0" (1) 4x4 SYP /2 ON 8' WOE OR LESS (2) 2x8 OR (1) 4x6 P.T. SYP 12 SKIDS ALL ELSE(CAN BE SET ON GROUND). OPTIONAL SUPPORT PAD (P.T. W000, CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX 2x4 SOLE PLATE (NATURALLY DURABLE W000 OR P.T.) 4. 4" OPTIONAL REINFORCED CONCRETE FOUNDATION TIE -DOWN STRAP BOLTED TO GROUND ANCHOR W011 1/2' GRADE 5 BOLT MINIMUM 111111 WASHERS. A 00 GROUNDGROUANCHOR ON OPPOSITE SIDE 5/8' x 3o' EARTH ANCHOR: AUGER STYLE FOR CLAY, MOVE STYLE FOR CORAL (1) 4.4 SIP /2 ON 8' 160E 0R LESS. (2) 2x6 OR (1) 4.6 P.T. 5YP /2 SKIDS ALL ELSE(CAN BE SET ON GROUND). EXISTING 4' CONCRETE OR SUPPORT PAD (P.T. WOOD, CONCRETE 81012( 0R PAD) SPACED AT 9'-0- MAX TIE -DOWN DETAILS TE-0011N STRAP BOLTED THRU FLOOR JOIST 1/2' GRADE 5 BOLT MIN UM WITH WASHERS (NUT & BOLT OR 2FLAG BOLT) 5/8' x 30' EARTH ANCHOR WITH EYE HOLE AUGER STYLE FOR SOIL/CLAY, DINE STYLE FOR ROCK/CORAL 11E-DOWN STRAP (SEE NOTES) TIE -DOWN STRAP BOLTED TO GROUND GRADE 5 B ANCHOR WI HWITH/ WAS1 5/8' x 30' EARTH ANCNOit: AUGER STYLE FOR SOIL/CLAY, DRIVE STYLE FOR ROC(/CORAL (1) 4x4 SYP /2 ON 8' WIDE OR LESS. (2) 2x6 OR (1) 4x6 P.T. SYP /2 SKIDS ALL ELSE(CAN BE SET ON GROUND). EXISTING 4' CONCRETE OR OPTIONAL SUPPORT PAD (P.T. WOOD. CONCRETE BLOC% OR PAD) SPACED AT 8'-0' MAX. (1) 4x4 SYP /2 ON 8' WOE OR LESS. (2) KIDS ALL ELSE(CAN(1)6 OR BE SET ON GROUND) OPTIONAL SUPPORT PAD (P.T. W000. CONCRETE BLOCK 0R PAD) SPACED AT 8'-0" MAx. 16'-0" 7-6" 14.-0" 8'-0" FIRE PROTECTION NOR: FILE SUPPRESSION SYSTEM OCCUPANCY STORAGE. ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED • • • -• • 11x-120/146/166/1705W, 12'-0" 9'-6" 10.-0" 10'-6" 8'-0" 12.-0" 6'-0" 12'-0" TABLE 1B - 140C ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0" 4'-0" 20'-0" 5'-0" 16'-O" 5'-6" 14'-0" 6'-0" DPCSURE ENCLOSURE cf. •••••• • INTERNAL PRESSURE COEFFICIENT IMPORTANCE FACTOR 4/- 0.18 •--. 1.15 • • ROOF DEAD LOAD tom' • • • • ROOF LAVE LOAD mess .fteefIMP IDAD FLOOR BEAD LOAD FLOOR LIVE LOAD 10PS, • • •• • SCOOP •R' RATING OF WALLS, FLOOR, ROOF MODULES PER BUILDING N/A - • • t • • HURRICANE PROTECTION USAGE IWRE6CANE SHELTER USAGE NO • • NO • • • SQUARE FOOTAGE 710 soJ % LASS. REVISIONS REV DESCRIPTON DATE BY ADDED TYPE 29 FARM ANOaR. AWED 1AO 110LT OPT. 1G/13/16 MTB ADDED 1' BROOD SETUP. ABS GP NOTES 2/10/16 MID 3 ADDED 3/1Y GALVANIZED NBIO 6/15/18 MIB 12'-0" 7'-6" 10.-0" 8'-6" 8'-0" 12.-0" 6'-0" 12'-0" TABLE 1C-165D/175C ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0" 3'-6" 20'-0" 4'-0" 16'-0" 5'-0" 14'-0" 5.-6- 12.-0" 7-0" 10.-0" 8'-0" 8'-O" 10'-0" 6'-0" TIE -DOWN NOTES: 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER -TO -CENTER. 3. TIE -DOWN STRAPS TO BE MINIMUM 1 x 0.035' GALVANIZED STEEL FEDERAL SPECIFICATIONS DOS-781-H, TYPE-1. FINISH-B, GRADE-1. TIE -DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3,150 L8. x 1.5). 4. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4.300 LB. CAPACITY. 5. 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 ENOS. 6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1AB,C DEPENDING ON SHED WIDTH. WIND SPEED, AND OCPOSURE. 7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE). 8. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.) 9. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED 1)4AT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE. 10. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC. MODEL/OT1CB1. OTICB2 OR EOUNALENT) 11. HOLLOW OR SOUD CONCRETE BLOCKS (8"x8"x16') MAY BE STACKED ON PADS FOR HIGH SUS UP TO 48' WITHOUT REINFORCING. 12'-0" STRUCTURAL REVIEW APPROVED,,,,,,,, DAT'LZ )� IY MOD NOTE /1 ON STACIOA GLOOM 6/30/10 YOB O1BRO By: MTB Oat.: 8/11/15 Scala: N/A LARK BUILDERS .TI .1...1! .81: 41/ o • o,\CENS.677 4y F ff 4 r STATE OF .Ct ,,i�,oN 1`.1`�� Matthew T. Baldwin P.E. Florida License #64608 Sheet: AP-1 OF 1 • • • • • • • - • • • •• •• • •• • • • • • •• • • • • • • • •• • • • •••••• • • • • • • • •• • •••••• •• • • • •••••• • • • . ••••• • • • • • • • • • •••o•• • • •••••• • • COIF CODE REVIEW Professional Service 1nnlarnes 174# SJl1F S1eR7 OFEa1100, ROFMR 3183S rams Re4601: 151*a ('ids 1CCA5121F:C PL. NSUP-a5.3611-76 LSUCCCAUO241e 1e7eddr.x Rtir yr: \'iN11r 0 1Axnln FL PE iR(En , LA. PE *081011 12RIC2C MINDS ROOF SHEATHING OPTIONS: - BOX RIB ALUMINUM - 29 GAUGE STEEL AG PANEL - STANDING SEAM STEEL - ASPHALT SHIGLES PSI APPROVAL 2017-11-14 DESIGN PRESSURES ROOF +41.7/-141.8 WALLS/DOORS/WINDOWS +48.8/-43.9 50'-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX FOR VAULTED ROOF 1 in I f 1 VAULTED SLOPE VAULTED SLOPE I IJ U CI E 0 W I— J STANDARD SLOPE -N STANDARD J > RIDGE 3.5" 20GA. METAL FRAMIN 16" 0.C. M AX. STANDARD SLOPE END WAL L TRUSS END WAL L TRUSS --OPTIONAL PORCH-4' OR 6'-1 ROOF F A v ING PLA N -RAFTERS ARE IN -LINE WITH WALL STUDS FOR CONTINUOUS LOAD TRANSFER PATH CODE INFORMATION CODE VERSION MANUFACTURER Roll IRM . W40/1C CODE =cm A95E-2. DMA KR LARK BULLDFILS, MC. BUILDING TYPE CONSTRUCTION TYPE AANUFACNRBD BIAI0ND RESIDd0Al IAINA STORAGE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NOTE OCCUPANCY STORAGE ALLOY/ABLE NUMBER OF STORIES BASIC VIAND SPEED Yw200sM • • EXPOSURE 0 • • • ENCLOSURE CNCLWED INTERNAL PRESSLARE COEFFICIENT ,�- 616 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSf • • •• ROOF LIVE LOAD 20P51, OR 300. PANT LOAD FLOOR DEAD LOAD IOPEF FLOOR LIVE LOAD 'R' RATING OF WALLS, FLOOR ROOF MODULES PEA BUILDING 12BPSf WA ••• •• •• HURRICANE PROTECTON USAGE lq • • HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 9521.419.LEOL • REVISIONS • • • REV DESCRIPTOR DATE BY • • aim PSIDER J W w In 0 >- Matthew T. Baldwin P.E. O Florida License 164608 BYe MTB Data: 10/16/17 Sca1c N/A Wit• LB-S-LBE-200D L FOU BFPWIS M,IEE1lNSD01CPPMT OF TIM qµ $1 ANO NC 2 ND 1OO1 F906 1•R MOT CONSOMTION 2 RV1I OFM-00'IM r1. 100 PROPER IPOTWA11N All DOS ro 101 rno . 1.IN ED •II FOR CEN41RICaOII 'FIRE BE F2 STA. DR1p'T AS 6 mecums O D1 400 56 n. CULL INK AN sr MNRAM 00mm. 9. CODES 6µ1L101 ra TO BE 1NSTM6 i0N-NR Ln ORgB EMU LOCALF. PDL r.A1Co _ 1D NES RE JNYW SPECFICATIO p SIN ACCORDANCE WON FBC 1409.1; STORAGE DEW ARE NOT t0E9 %FBO�RR I D5V NHA I A05 10 MFA AB11 Tpn 'M DNBBORIE 0EBi0• YPACT 5TANDFID1CONaRTFE "Rma E. ACCORDANCE TM FOC 10041.1. BUILDINGS RAT AFC 100 50110E FEET 0R LESS THAT ARC Nrt1o(3 FOR us( N WNAINCRON EMT ONE- 501Rp- 106Rl RR06qppD�IQS MC NOT SMELT TO ANC 0001 NOW Alp MOTH PRouiRCAENI1 OF RE RIC 211E 16 IN ACCORDANCE DIN F10116A STATE SGIUIC 663.10(1)4. IAIAI STORAGE BR15N0S )p S7ONGE SHEDS WRING ME INSEAM C APPIV0L OF ne OPARTLIENI MC Nor swum 10 11553.D42 D mans co OTHER OO4P01 L112) NOf RmIBCD /OR WOpOW1 Sheet: FBPR-1 OF 7 •••• • • ••• • • • . . •• •• • •• • • • • • •• • • • • • • • •• • • • • ••.•.• • •• • • • • •• • •.•..• • •• ••.••• • • ••••.• • • •••.• • • ••••.• • • ••.••• • • ••.••• • • CODE REVIEW ProtesOorael Surv7ee 1"t7Abie5 174e 33rd Street Crlmro4, Ronda 32109 Maus Re.1o. iit Ord CIOS :CC 451071140 LS1P.47. 2411-75 _,A CCr 024:6 mnI r.Lin..)e.^.e nri Vi1: ,. P."j7Ee 517.315, LA PE il.M17 .....i^7I.0 Rf1A.1114 3.5"-20GA METAL COLLAR TIE, 4•-0" LONG ATTACHED WITH (2) #10 SELF DRILLING GRABBAR SCREWS EACH SIDE B'-0" WALL HEIGHT PSI APPROVAL 2017-11-14 2.5"x.5" CORRUGATED ROOF PANELS FASTENED WITH .25"-14x.75" HWH TRAXX/1 AT 6" O.C. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING 3.5"-20GA METAL STUDS. SPACED AT 24" O.0 MAX. x VARIES, 6'-0" TO 13' 8" FRAME SECTION SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING 3.5-20GA METAL STUDS SPACED AT 16" O.0 MAX. 3.5" BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) #10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE SHEATHING FASTENED W/ #8x1.5" GRABBER SCREW (OR EQUAL) AT 6" O.C. ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10-16X1 TEKS PANHEAD SCREWS WITH #3 DRILL POINT AT 6" O.C. OVERHANG OPTION DETAIL ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10-16X1 TEKS PANHEAD SCREWS WITH #3 DRILL POINT AT 6" O.C. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING 3.5-20GA METAL STUDS SPACED AT 16" O.0 MAX. OVERHANG OPTION DETAIL CODE VERSION MANUFACTURER CODE INFORMATION tall nMq ammo cm •A TanOl At[-r, 2014 We TARN BIRtDERS. NC. BULDINO TYPE CONS1RUCTI0N TYPE REssoonaL RN 9f0RME V-B FRE PROTECTION FIRE SUPPRESSION SYSTEM t10t1 OCCUPANCY 51090E ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED EXPOSURE ENCLOSURE v..-20aa5M• • 0 • • ENCLOSED • • INTERNAL PRESSURE CODTICENT ♦/- 0.1E IMPORTANCE FACTOR 1.17 • ROOF DEAD LOAD 10Ps` •••••• ROOF UK LOAD FLOOR DEAD LOAD 20PSF at Joao paw LOAD 9OPSF FLOOR LIVE LOAD "R• RATING OF WALLS, FLOOR ROOF MODULES PER BUILDING 12SP0F • • • • WA 000000 HURRICANE PROTECTION USAGE HURRICANE SHELTER USAGE • • •— ND • 10 SOUSRE FOOTAGE REVISIONS 710 WW1. ICU • • • a • REV DESCRIPTON DATE- BY • • • • • LAPSIDER BOX EAVE Drawn By MTB Data: 10/15/17 Seale N/A LB—S—LBE-200D I. f0U PINTS YE MT PART OF DM MAX SET MO ME 2 AL%Oa1 DA:rng nem OOMIT NSOON SECTIOM or >, 0011 RR _p 70 119 Y. ocrlaS 9O0 PIOPER MSTNU1ON 4. U.1 7. FOR Cd6WCION 'TILL SE l2 ILYA, OMEN AS "ThO STRUCIIRIE] OMR 400 n ri EEL INK Mee y�M 000R e. 51 MS TO EC f•DUIO 0N-SnE 00 OTRERS 1MIIn IOCIL 7. ALL WI.OIVS Mo coats LEET,NE MMMW spew-c IDlp �R11 F� 1D141 p SSW= 9 11NN TA 500 AK Nm REa5Rm ID COMELY 9TIry 11E � TtlN Stl OB RE OFDIRS RbACf 9FMIGFAD9 OF IRE m14 R. M ACCORDANCE WON FTC 1000.1.1, 01.411/N05 TINT AK 400 SOUME FEET OR E® 11.1O ATE eOERND/�R FOR�p00 04N 01003 ME NOT 91 10 DOOR MAR Alp MOM 1 .41E1KN1 1O< FIIG 20/l 1O R ACCOIONE2 ISM MOM A SEATS STATUE 00RO, L90Ee19211 SNO50099E 19 WARM DM LAM RATI 510M500000 AMMENAL OF 1!E OOARR•N0 ARE NOT SUBEC1 TO V.TS5A2 000R5 OR OTMFA OOL601(IRS) Nm R0ulE0 FOR ENpOR; `r,l ,llll11////, .. • N,10ENs . •• 0 L0 i i STATE OF �0�:, FLORID^ '''' /1 0NA t%\y Matthew T. Baldwin P.E. Florida License /64608 Sheet: FBPR-2 OF 7 • • • • • • •••• ! • ! • • •• •• • •• • • a • • •• 1 • • •• • • • • • •• • ...... • • • • • • • • . CODE REVIEW Proles%tonal Service krolustries 1T48 BJrd Street Oriand*, Florida 32839 s 0..1e.. iih..0ord C470 715107R:0 ii.1,•RP.415. s!.11a6 07xcc 10:02n :6 awn.-Mntr,I. s'W.0 m0oi. . PEri62a Pi, iA .APPE&u2011 SECURED WITH (2)H3 OR EQUAL DOUBLE 3.5" 20GA. STEEL TOP PLATE END WALL PSI. APPROVAL 2017.11-14 WALL SHEATHING OPTIONS: — BOX RIB ALUMINUM — TWIN RIB ALUMINUM — DUTCH LAPSIDING ALUMINUM — DUTCH LAPSIDING STEEL SIDING — 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) — �" T-111 WOOD SIDING — HARDIE PANEL STUCCO AND T-111 SIDING — HARDIE BOARD SIDING — POLYCARBONATE GREENHOUSE PANELS / \ / // / I / / / / / / / / / / 4x4 P.T. POST 3.5" 20GA. #10 SELF END STEE_ TAPPING (1 INTO BRACE W/(2) SCREWS EACH FLANGE) EACH / / / // // /// // / / / / / / / / / // // / / / / / / / / / //-- // // / / / / / / / / / / // // / / // // //// // (2)MITEK OR ALPINE M 3.5" 20GA STEEL 3"x5" OR EQUAL STUDS ®16" C.C. MAX. /I 1 4'&6' OPTIONAL PORCH sn'—n" Max STANDARD WALL DETAIL 3.5" 20GA. STEEL TOP PLATE END WALL 3.5" 20GA. STEEL SOLE PLATE FLOOR FRAMING CODE INFORMATION CODE VERSION MANUFACTURER 201T FLORA a1NLale WOE •A 0704 AOCE-7. SO14 1x TARN BULGER; PC. BUILDING TYPE Co1lSTRUCTON TYPE V-B • • • FRE PROTECTION Nazi • • FRE SUPPRESSION SYSTEM OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES BASIC WINO SPEED EXPOSURE V..-200mM 0 • • • • ENCLOSURE INTERNAL PRESSURE COEFFICIENT ♦�- 0.1a IMPORTANCE FACTOR 1.10 ROOF DEAD 1.01,0 10PSF • • ROOF LIVE LOAD 2DPSF dl 50a04410' Lao FLOOR DEAD LOAD tout FLOOR LNE LOAD it' RATING OF WALLS, FLOOR, ROOF MODULES PER BULGING 126Psi • • • WA • • HURRICANE PROTECTION USAGE ID HURRICANE SHELTER USAGE SQUARE FOOTAGE NO • 7111 Soil OR LESS • REVISIONS REV DESCRIPTON DATE BY LAYOUT - STEEL LAPSIDER BOX EAVE J J LLB d1 0 Drawn EIr MTB Dab: 10/15/17 Seale N/A Madelt LB—S—LBE-200D I. -RuNapAUllONtPLAIl1 ARE:MNOT �1P/pRNO, OF TINS PLAN SET AND ARE 1 SE0O 0 L0 NOa04AC TROY THE ENERGY CONSEB enoe 1 ge=7077E-aa'1M OQ 3 RIN PROPER %STRIATION 4 PAWU041 1/E7T EN �L BE /2 0.YP.. DEM AS NORDD..AEEA e. arauciu GAM CO A FL Wu. ewe NI /O. 41BMA1 Dem a (Amos 10 m re *arouse oe-NE N OMER• DINO LOCAL T. NL 8IDONO MD W0RN. m WIT THE Lb0WM SPEC1IDOON6 As RTt DANCE Wing Tic tAOE IL IN ACCOIOYN MATT Tea mom/ 01000.E 0RDO ARE NOT T0T�aW90l1E1 F901�EWNDEIEAN N/ap1ION M01 A PIaOR Aw LESS NAtDLT00 MNDROENE LIZIES I9M0 MDAR00 OF RI7 2G114 FRG 0.1N ACEGIOODE �Tlll FBC t000.1.1. •ADFIOS IIMT AK I00 SOIIAIE fEET aR Is3E IIMT ARC iDR IRE N mNUNC001 *TIN 0E- AAD 1Bo- INSET RED ARE ND1 waRt7 m TO.TIC DDDR NEON0 µD wom IeWRAOtis aF ne FaI 2011 IN Aa000UlCE 'Roll Heed 4141E 0141417E 561.a0L1111. 1NN 5101PFA: ROLENGSwipooAND SOME •IMS DEARING TIE MOM CrmenoeL •: 1NE renuml0I? ARE EDT SOWER TO0000..7 Tuna mower menw 7 TARE WIT AMMO FOR 9MDOAS 1/,//1111111110 Matthew T. Baldwin P.E. Florida License #64608 Sheet: FBPR-3 OF 7 •••• • • • • • • • • • • • •• •• • •• • • • • • •• • • • • • • • .• • • • • • •• • • • • •• • �1.� i {bm viwl s--i' TtiM3nikiYhr CODE REVIEW ProtesstonM Service LKt;Atries 1746 33rd Srraet Criomlo, RarW8 32839 rBra 1321ew: P.PDard iTas 11511:111.10 .. 6St.P-15. BMI.75 .-1 CCCK.a2410 aeMm'eM In^\aloe C /.160i. P. PE 6823 M1, !A PE 642017 ..•'S:CC.C46:02455 3.5' BRACE AT 3'-O" ABOVE FINISHED FLOOR. ATTACH TO EACH S JD W/(2) /10 SELF GRILLING GRABBER SCREWS. (1) MO EACH FLANGE 3.5' BRACE AT 3'-0" ABOVE FINISHED FLOOR. ATTACH TO EACH STUD W/(2) /10 SELF DARLING GRABBER SCREWS (1) INTO EACH FLANGE ROOF PANELS FASTENED WITH .25'-14s.75' HWH TRAXX/1 AT 6" 0.C. VARIES, D'-O• TO 13'-5" END WALL FRAMING OPTION VARIES, 6'-0• TO 13' 8' END WALL FRAMING OPTION 3.5"-20GA METAL BRACING, ATTACH EACH END TO STUDS W/ (2) #10 SCREWS, (1) INTO EACH FLANGE NOTE- THIS BRACING IS RPI IIRF! ON MOP WALLS (BOTH SIDES OF EACH CORNER) ROOF PANELS FASTENED WITH 25"-14a.75' HWH 1RAXX/1 AT 6. 0.C. PS1 APPROVAL 2017-11-14 3.5' BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH SRO W/(2) /10 SELF DRILLNG GRABBER SCREWS. (1) IMO EACH FLANGE TWALL O BEPFRAAIFO SENING AFOR AII AR SIDF Qu 1THARF SHOWN HFRF FOR FND WAIL I 3.6'-20G,A METAL BRACN0. ATTACH EACH ENO TO STUDS W/ (2) /10 SCREWS. (1) INTO EACH FLANGE NOTE THS BRACING IS RF(X11RFiM RN SIOF WALLS (BOTH SIDES OF EACH CORNER), 3.5" BRACE AT 3'-0" ABOVE FINISHED FLOOR. ATTACH TO EACH STUD W/(2) 110 SELF DRIIJNG GRABBER SCR (1) INTO EACH FLANGE 12 1 3 STUDS EL HAL VARIES, 6'-O" TO 13' 8" ROOF PANELS FASTENED MTH .25"-14a.75• HRH TAAXX/1 AT 6" 0.C. END WALL FRAMING OPTION 1 12 VARIES, 6'-0" TO 13' B• fsi 3.5 -20GA METAL BRACING. ATTACH EACH END TO STUDS W/ (2) #10 SCREWS. (1) INTO EACH FLANGE NOTE: THIS BRACIN: LC RF1UJIRFTI nN SIDE WALLS (BOTH SIDES OF EACH CORNFR1 ROOF PANELS FASTENED WITH .25'-14A75• HRH TRNOt/1 AT 6. 0.C. END WALL FRAMING OPTION 3.5"-206A METAL BRACING. ATTACH EACH END TO STUDS W/ (2) /10 SCREWS. (1) INTO EACH FLANGE NOTE THIS_RRACING LS RFOUIRFO ON SILK W 15 (B01H q0 S OF CH CORNER? CODE INFORMATION COOS VERSON MANUFACTURER 2017 FLOMG •a*DN0 tare oM ITamaN ASC4-7. 8014 I¢ LARK BULOE1lR INC. BUILDING TYPE CONSTRUCTION TYPE FIRE PROTECTION NONE • FIRE SUPPRESSOR STSTEAt NONE OCCUPANCY STORM( • ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED EXPOSURE ENCLOSURE Y..-v • • • • • 1IED• • • • INTERNAL PRESSURE COEFFICIENT ♦/- ate IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD ROOF LIVE -LOAD 1DPSF• •• 20PS7 OR Nab PONT L01D FLOOR DEAD LOAD FLOOR LIVE LOAD 125PSr• • • 'R' RATING OF WALLS. FL00R, ROOF MODULESPER BUILDING HURRICANE PROTECTION USAGE HURRICANE SHELTER USAGE WA • • • Na • • • ND •• • SOWRE FOOTAGE 719 SOFT. OR LESS REVISIONS REV DESCRIPTON DATE BY Palm Elr MTB Data: 10/15/17 Seale N/A Model#• LB-S-LBE-200D 1. COME=6T OCCL NRIS2IC1ME NOT 0RN. ar INS ntAN 9R AM .wE 2. THIS IOMNAUMOor •L0.. PT TRW EN THE OM 00NS01YATION SECi R0'Ot 70 ([-0.76N DETAILS TM PROM NsTNlATCN REOUIR 10 TO WET COOL 4. NA Ma colism 10mN 11u 9E l2 LTA.DOSSE AS M. A woman owe Ace Nu. INVE M SOT MINAAN Doan. I. =TERI TO BE *swum ofi-srts BF ODIUM TM ADD& CO 7. A WN�oWId 6D m tauTHE MNMOY SRECFImois NO COOL S. IN CC rM E1wR INN IBC1606.1.2. 51DIMOE SHEDS ARE NOT T11011tO10, RN MMUUUNI WDRATON BONA (L0011 01 11100 TRY MILOORNE DEBRIS *PACT STANDARDS OF THE 201C FEET ME NM REOURED 14 FEC 9. IN ACCOROINCE A11II •7C to00.t1FEET OR LESS THAT AM N.100.ALE0DRpd TINT ME 400 SQUC0NNuNNCR111mM OC A/y 1Ra- IY�RCSIOWCUSE 6 ear ea sum er TO THE 00011 MDDID MP EIR711S FBC 2014. 10. II AOCORMNCE WON FLORA STATE STATUTE 661E0(1)4. LAMA STER E •aLLNO! AHD STORAGE SIBS OWING THE INSIf41M CF APPRONL CIF ILK DLPAR11*192 Ali APT MUM 11:1 1503e12 00�0R OVER COLIPoN 51ME war moo mR *woo Matthew T. Baldwin P.E. Florida License'64608 Sheet: FBPR-4 OF 7 • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • •• • • • • • • • •• • • • • • •• • • • • • •• • • • • • • •• • 4,11 € o CODE REVIEW Pvtessla"el SRnke r.:a;strier 1740 331E Street Gia:eo, RarNs 32839 P0.03 Re.10, RUP0.0 Ads 45107540 FL 05uP.45. 5S11-75 LSLSCC F:02415 0.04:t0n0PAL".:25r. V10.4 C Al40.4 F. PE 3823ni. i... PE 442.217 ..5.....0 14:04435 SKID RUNNER SPACING* UNDER 30' LENGTH SHED WIDTH A B 15" 42" 18" 60" 10'-0" 18" 84" 11'-0" 24" 84" 11'-8" 28" 84" 13.-0" 36" 84" 13'-8" 40" 84" *VALUES ARE FROM END OF JOIST TO CENTERS OF SKIDS ONLY. PSI APPROVAL 2017-11-14 WIDTH JOIST SIZE* 6'-ON 2"x4„ 6'-1" TO 11'-8" 2"x6" > 11'-8" 2"x8" *NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE STEEL CHANNELS. THE STEEL CHANNEL ACTUAL DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND ARE INTERCHANGEABLE. 50' 0" MAX. 16 0.C. TYP. *FLOOR SHEATHING SECURED WITH 2i"X0.113" NAIL (OR EQUAL) ® 6"O.C. MAX P.T SIDE RAIL TO MATCH JOIST SIZE, SEE FRAMING SCHEDULE FOR SIZES P.T 4x6 S.Y.P #2 OR (2) P.T. 2x6 S.Y.P. #2 SKIDS 2 SKID FLOOR FRA V1ING PLAN 4'-0" OR 6'-0" OPTIONAL PORCH CODE INFORMATION CODE VERSION MANUFACTURER 2017 NCROA seams OM u O 504 N20-1, 200 Nr1 LARK BUILDERS. NL' BUILDING TYPE CONSTRUCTION TYPE FIRE PROTECTION Ftnizi2419,414.inesit we FIRE SUPPRESSION SYSTEM NONE OCCUPANCY 570510E • ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED EXPOSURE ENCLOSURE Yr2O0n1M�••• 0 • • ENCLOSED • • • • INTERNAL PRESSURE COEFFICIENT . �- OAS IMPORTANCE FACTOR ROOF DEAD LOAD ROOF LIVE LOAD 1.15 10PA • aa • 20P'F OR 3001E POINT L01D FLOOR DEAD LOAD IOPSF FLOOR UVE LDAO 125P5. • • • RAnNG OF WALLS. FLOOR, ROOF MODULES PER BUILDING NUIff9CANE PROTECTION USAGE HURRICANE SHELTER USAGE WA • IO • • • PO •• • SQUARE FOOTAGE 710 SO.F7. OR LESS REVISIONS REV DESCRIPTON DATE BY IJ J LLJ Drawn 8y: MTB Data 10/16/17 Seat, N/A LB-S-LBE-200D 1. TOUNOrnZP AA ME NOT P Mr CO The PLAN SET MO 09 0009 1D 31 LDGL 94550IC1gN. 2. INS KMDNO • 17alif TNOY TNC 01014, C016TAM110N SEe51a4 Of COOC S. RE/DI 1K-01D EFT0*3 OEPMS ranPROPER N31M i1CN COOS A .171Oim IRA FOR CONSSNLT011 '(ILL PC l2 SYP.. 00w1 AS a. STRUCTW10 OKT1 ADD ri 0. A11L 1MK MI 98'' *5*M a10R. l a1n•• 1D E NSOl1ID ON-i51E F OIIKIB 11Mu IDf+1L 0300. 7. ALL�.4NO 0006 TO .Wm 71• iliseu. semnasnose 61N ACCORDANCE WON FTC 115000.1; STORAGE SI DS ARE NOT 0E90Nm TOp3,WT0IALN NNRAT1N RT1N A FIDOII0M01EMALOIY�alL9 1*50411 f *1*580 N 0L08RR 1P ANO4W8 a YTLE "20114 1. M ACCORDANCE WIN RTC t0031.1. 51110103 THAT ME CO SCORE FEET OR LESS TILT AR[ FOR 158E N CONM1C1NN 0111 0NC- AND 0 0- 1474:1 11l��0pOpI�RQS Mt NOT SU56T TO ONE 0001 OMIT AND COIN ICI! OA TIC RC 2014. TO. N ACfg0M0E 5511 ROAM STATE STATUTE 55580(1)4 1AM1 STORAGE A01]NO3 M0 SIORAO[ SAMS MANG 'DC 09111.4 OF 42P50WL OF NE 0lPMnLEN1 NC Nor SUNK, la 0553.842 (DOORSORS . OPI MER ME NOT RECURS, NM W00S 0R ` ```.r� W . T �e pi. ��ii OCENSF • �ly�i ea • STATE OF /o z. '// 1,�0 IIIIII�"‘` `` Matthew T. Baldwin P.E. Florida License #64608 Sheet: FBPR-5 OF 7 • • • • • • • • • • • • • • • •• •• • •• • • • • • •• • • • • • • • •. • • • • • •• • • • • •• • 2 E JOw CODE REVIEW Prptess%oes! Service industries 174* 33rd S4se! Of!srsb, FPrRl8 32839 Pions Remlam 009.a� 03. *i:C *07 70:na. P:. FSLAP.45. SAM 71 L$UCCC *$ 24,9 ^elf rMnt bi0e.Ser. Mione f, UndoFL 'E 62700. LA PE Au;^!T .ILUC7.001:0210 SKID RUNNER SPACING* UNDER 30' LENGTH SHED WIDTH A B 6'-O" 15" 42" 8 -0" 18" 60" 10'-0" 18" 84" 11 '-0" 24" 84" 1 1 .-8" 28" 84" 13.-0" 36" 84" 13'-8" 40" 84" *VALUES ARE FROM END OF JOIST TO CENTERS OF SKIDS ONLY. PSI APPROVAL 2017-11— WIDTH JOIST SIZE! 6'-0" 2"x4" 6'-1" TO 11'-8" 2"x6" > 11.-8" 2"x8" *NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE STEEL CHANNELS. THE STEEL CHANNEL ACTUAL DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND ARE INTERCHANGEABLE. *FLOOR SHEATHING SECURED WITH 2"X0.113" NAIL (OR EQUAL) ® 6"O.C. MAX 50'-0" MAX. 16 O.C. TYP. I.CKID RUNNER SPACING* 30' LENGTH AND GREATER SHED WIDTH A B 12" 24" 8 -O" 16" 32" 10'-0" 20" 40" 11'-O" 22" 44" 11'-8" 24" 46" 13'-0" 26" 52" 13'-8" 28" 56" *VALUES ARE FROM END OF JOIST TO CENTERS OF SKIDS ONLY. P.T SIDE RAIL TO MATCH JOIST SIZE, SEE FRAMING SCHEDULE FOR SIZES P.T 4x6 S.Y.P #2 OR (2) P.T. 2x6 S.Y.P. #2 SKIDS 2 & 3 SKID FLOOR FRA V1ING PLAN 4'-0" OR 6'-0" OPTIONAL PORCH CODE INFORMATION CODE VERSION MANUFACTURER BUILDING TYPE CONSTRUCTION TYPE FIRE PROTECTION 21/17 FLDRM MAW, COCC - mnoN stE-7, m14 06 LARK BUIOFR% SC. 1.441UNCIERIB) BUILD* 111110DMMI LAIN &ORRME V-B •• • N01Q FIRE SUPPRESSION SYSTEM NONE OCCUPANCY ALLOWABLE NUMBER OF STORIES STORAGE • BASIC WIND SPEED Vr200,011 • ••• EXPOSURE ENCLOSURE INTERNAL PRESSURE COEFFICIENT • IMPORTANCE FACTOR ROOF DEAD LOAD ROOF LIVE LOAD FLOOR DEAD LOAD FLOOR LIVE LOAD 'R" RATING OF WALLS, FLOOR, ROOF 1,40DULES PER BUILDING 0 • • CN0.0X0 • • • • ♦/- 0.16 1.15 - • • 10PSF •• •• 20PET OR 3006 PONT LOAD • • • 126PY . . WA • • HURRICANE PROTECTION USAGE HURRICANE SHELTER USAGE NO • • • • • SOIWIE FOOTAGE 719 9271. OR LESS REVISIONS REV DESCRIPTOR DATE LAPSIDER BOX EAVE J. LLJ LLJ 1n 1n J W 0 0 .0 -J Draw" By. MTB Data 10/15/17 Scalc N/A Modell: LB-S-LBE-2D0D 1. m PI MLCCALAEINNSOTCP0001 OF OM PLAN SET MO ME COVERN2. 1N614 s 6 •IL5 /6DOiOr MOM 1Nc MERCY 09NSERR9106 3. Ism 1;-00*7/EET p0FMS ran PROPER 66TN1ATgN IR006 F1R5 ro COOS. 1.1 m. 100 CONSIRULTWI NU. LIE 12 3.08.. O)GPT AS 5. STIIICNMq OVER 100 60. Fi. wa. MAK AN 60' MNY11 ODOR. 6 OMEN10 FE MULLED 0N-SRE Br MON 1laa 91152, 7. =1) BURDNO 7EII TIE 164641PU 2IICATOI5 LIN ACCON01NCE FMB FBC 1600.1.2, 510160E WEDS ARE NOT DmE9wONm FORNAMMENAT0N *191 A Nam rv*TLE55 1�ORr INNB*o 0MC Wfa� MOr 0a RIE m1a• 9.IN ACCMDVNS Nml FBO 1006.L.1a.rEBAALEOn9OS TIER NR 400 C0 SQUAREFEET MM CNC LESSARE 170- T A6 00 5a6.077 TO 111E COM KENT AND FBC 2016 10. 01 ACCONMIOE NON Fu9D1 STATE STANIE 563.00(1)4 UM 51011ABE •ALOaas MO 51050E 9635 BARN NC DOOM Or APPRMILL or THE OFPARLIDe me NOT SUBJECT TO 6553012 (FLOMA PIEm11CF MPNOMLS ARE NOT REGAN= FOR MONK DOORS OR OTNBC CCWd4EN16 g �� .,\CENs . i� i : STATE OF / 4 !i.(�''••, FL O R I O P: <O.. 9 ''//. lolNA l 1L1 `````` Matthew T. Boldwin P.E. Florida License #64608 sheet: FBPR-6 OF 7 • • • • • • • • • • • • • • • •• •• • •• • • • • • •• • • • • • • • •• • • • • • •• • • • • •• • ��ldoirrirNiw :Tc�$tiil�lUr CODE REVIEW Protet cooed Sorvnce t.,nuatriet 170 33rd Street Orlando, Florda 32839 7ex6 Ne.1ac': iD*6r1 Olds ,C:: 95v1:'Fv:C 'i_ OWO..1&, S*I-75 ..55C C 9573410 0M0:lmuf e1.9n:: r 7:f:n!: I*1.0< PE 0525"). LA PE NJGC17 I.DITCLEC 0. T,H58 ELECTRICAL SYMBOL KEY cp RECEPTACLE 240 240 RECEPTACLE $ SINGLE POLE SWITCH STHREE WAY R SWITCH 0 CEILING MOUNT LIGHT FIXTURE 0 WALL MOUNT LIGHT FIXTURE 0 FLUORESCENT FIXTURE LIGHT J JUNCTION BOX PSI APPROVAL 2017-11-14 ELECTRICAL NOTES: 1. ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION. 2.FIXTURE LOCATION AND TYPE MAY VARY 3. PLASTIC OR METAL "NEW WORK" OUTLET BOXES 4.20A GFCI OUTLETS 5. ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM 8 RECEPTACLES. 6. ALL SWITCHES TO BE AT 48"-52" A.F.G. 7. FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING 8. ALL OUTLETS TO BE GFCI 9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL. WINDOW HEIGHT. LOCATION AND QUANTITY MAY VARY AND ARE OPTIONAL o r- o I in ii L.1 I- — 3.5" METAL STUDS SPACED AT 24" O.C. MAX SEE VARIOUS END WALL SEE VARIOUS END WALL FRAMING SECTIONS FOR \ FRAMING SECTIONS FOR WALL AND DOOR FRAMING WALL AND DOOR FRAMING — \ \ i V J SRS41:) \ I 1 I f I I OPTIONAL ELECTRIC TO EACH UNIT WILL BE FIELD CONNECTED FROM EXISTING POWER SOURCE JO. 0" MAXIMUM BUILDING LENGTII NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY CODE INFORMATION CODE VERSION MANUFACTURER BUILDING TYPE CONSTRUCTION TYPE m17 NORA 91mN0 coat •A corm A T-7, 9a11 Nat LARK BUILDERS. INC. 1,4155:ficatED Bust* RN•t1R.•E Y-B •• • FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY • ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED 6-2O0m9 • • • • E7P0SURE D • • ENCLOSURE ENa.SED • • • • IMENNAL PRESSURE COEFFICIENT IMPORTANCE FACTOR ROOF DEAD LOAD t/- 0.1,_ .•-•- 1.10 • • 10PSF •• •• RODE UYE LOAD 20PSI DR 30010 PUNT LOAD FLOOR DEAD LOAD FLOOR UVE LOAD le RATING OF WALES, FLOOR, ROOF NODULES PER BUILDING 10PSF ISOP57• WA • • • HURRICANE PROTECTION USAGE ND • • • HURRICANE SHELTER USAGE •• • SOUW0E FOOTAGE 719 SCAR. OR LL45 REVISIONS REV DESCRIPTOR DATE BY LAPSIDER BOX EAVE J LL1 W In In J_ Q F— W 0 J U li U W J w Drown By: MTB Date: 10/1 ti/17 Scala: N/A LB-S-LBE-200D 1. TDUNOAIKIN PLANS ARE 1q1 PANT a Me PLAN SET A• ME O0YDW0 BSrr ID5JL ,NIUUMso1II0IL 2 M5 •AIANO a O01•T INOY 50 PERM CDNSER 82ION 1*0509 ar tooE 1R-OW11!n 11QNMOW TOR 96D0UTOL 000UI0 df5 10 4. ALL FORCalt5IIECTIMNORON ELL DE 1/2 SY.P., EXCEPT 93 NDItD. L9NyA� 6 A0�11TERI TO 1E INSTALLED STRUCTURES OYER MO AONrt-pR LM OOTHm MR. L21548. - 7, Fdt FlL5 99* aW0HDXPO � we MNMOM SPEan001N s WIDER & IINEs9N0 On IR1YIR 41100.1.2. 10001 wIN Awn OR SHEDS ME L 71D 00{lVC P¢f AR[ NaT NlAu11fD ro Oo1IM1r YRN M TOM' MNo00RNC oasis 00ALC swoons OF TIE 2014 FOC 4 ACMMAIICE Tent RC 10041.1. 81 EEMS THAT ME 400 SQUIRE FEET OR LESS THAT M[ 1DEIND0 TOR USE N coNAINLv0N 9NI 01- MND 1Z- SADLY ME NOC FRC201 ro M ODa1 Nmrt Alp •001 R OP TC nSC 20ti 10. M AceaRoAltor 5011 STORAGE STALE slam 56320(t)S, IArM STARE •c0N05 A• 51Q04S SEW Alma TO NSTN0 Cr APPEAR. cc TE 0IA91M1Nr ARE war Su6MCT TO 9ns9e2 mama oR � ME NOf UCO{SR[D TOR *Axes. 000Rs `0111III1i,,7 •• L�CENS . •• ��ii STATE OF i •(�▪ '▪ ••. LORIO -// L• S/ONAL S'`���� ‘N ����►1111111\�� Matthew T. Baldwin P.E. Florida License #64608 sheet. FBPR-7 OF 7 • • • • • • • • • • • • • • • •• •• • •• • • • • • •• • • • • • • • •• • • • • • •• • • • • •• • BOUNDARY SURVEY dN SCALE:-, i ' = 2E31 ly F4- is -130. 6' B.C.�4LOT 14 • 4 FD. I.P. C.10' CL. 3' C.C.B. Wa[.L Remainder of LOT- 12 BLOCK. 17 C.50' CL. - FD. 1/2' 1.P BHEO J T D.2' 2s.aa' 23. 1 ONE STORY Res.# 128 p F.F.Elev.: 12.13' Sj1 CI &tomato noon 1.F10or.1 12.ee'V Z p /9.55' R.ECET'VED APR 10 2018 Miami Shores Village APPROVED BY DATE ZONING DEPT � V BLDG DEPT (11/ `�' Sl IR.II-CT TO COMPI IANCF WITH ALL FEDERAL IA I F: AND COI IN TY RUl FS AND REGULATIONS J FD. 1/2'I.P. PROPERTY ADDRESS: 128 NE 99TH ST. MIAMI SHORES, FL. 33138 LOCATION MAP •, • •• D. SC' CL. A Remainder o Q LOT- 10 BLOCK. 17 6' W.F. 0.70' Ct. FD. 112. T.P. ,• • ttt: c LEGAL DESCRIPTION: LOT 11 AND THE EAST 1/2 OF LOT 12 AND THE WE s' .'i`.00 Figsr33'OF L•it: l:(J, BLOCK 1 7, OF AMENDED PLAT OF MIAMI SHORES SECTION ONE , Acr4gING 1.61•' btE PL' ittt: THEREOF, AS RECORDED IN PLAT BOOK 1 0, PAGE 70, OF THE PUBLIC RECOR1 , • MIAMI •1p:aoE C+Dj'? UFY, FLORIDA. cc%e� • cccf �� � NOTE: �eccf•••.��, �ecc• �s.�ce� eJFe�e •tltt� ELEVATIONS ARE REFERRED TO MIAMI DADE COUNTY BM# N-568 ELEV.=9.65 �� N.6.�A)©. OF1929 •e•• THERE�BE EASEMENTS RECORDED IN PUBLIC RECORDS NOT SHOWN ON THIS gURVEYF • e icerec ccecec- c c ceece• ( • r G 4' C ` , e CATCH BASIN OS = SANITARY SEWER w A = WATER VALVE �® =NBOX 7= FPL TRANS. = CONC. POWER POLE BY PR 10 018 NOT TO SCALL ••• •• • • A= ARC DISTANCE AC= AIR CONDITIONED UNIT B.0 = BLOCK CORNER C.B.= CATCH BASIN (C)= CALCULATED CL= CLEAR C.L.F.= CHAIN LINK FENCE CONC.= CONCRETE D.M.E = DRAINAGE MAINT. EASEMENT ENC.= ENCROACHMENT FD.= FOUND F.F.ELEV.: FINISHED FLOOR ELEVATION I.F.= IRON FENCE LF.ELEV.: LOWEST FLOOR ELEVATION (M)= MEASERED •••• • •••• tee. c r. c•••i • t6€; •• • LEGEND AND ABBREVIATIONS M/L= MONUMENT LINE c O.H.= OVERHEAD UTILITIES Ate= ELEVATION P.C.P.= PERMANENT CONTROL POINT P.O.B.= POINTO OF BEGINNING P.O.C.= POINT OF COMMENCE R= RADIUS (R)= RECORD RES.= RESIDENCE RAW- RIGHT-OF-WAY TYP.= TYPICAL U.E.= UTILITY EAT W.F WOOD FENCE WM,= WATER METER 0= DIAMETER Cp= CENTER LINE ® = WATER METER ( �Q,"� = POWER POLE "l ' = LIGHT POLE = FIRE HYDRANT O = MANHOLE JOB NUMBER: 1 50817 BASED ON THE FL000 INSURANCE RATE MAP OF THE FEDERAL EMERGENCY AGENCY REVISED ON 9.11-09 THE HEREIN DESCRIBED PROPERTY IS SITUATED WITHIN: ZONE X BASE FLOOD ELEV. NIA COMMUNITY NUMBER 120662 PANEL NUMBER 0302 SUFFIX L LEGAL NOTES THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP, EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATION, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORDS. LEGAL DESCRIPTION PROVIDED BY CLIENT. THE UABIUIYOF THIS SURVEY IS LIMITED TO THE COST OF THE SURVEY. UNDERGROUND ENCROACHMENTS, IF ANY, ARE NOT SHOWN. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS AND/OR UNDERGROUND IMPROVEMENTS OF ANY NATURE. IF SHOWN BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D. OF 1929. THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1: 10000. THIS SURVEY IS NOT INTENDED FOR NEITHER DESIGN NOR CONSTRUCTION PURPOSES. FOR THOSE PURPOSES A TOPOGRAPHIC SURVEY IS REQUIRED. CERTIFIED TO: JUAN CARLOS ACOSTA L-\t 31T Dt 3© R. 1 ©U a a PROFESSIONAL LAND SURVEYOR 6c MAPPER 14317 S.W. 45TH TERRACE MIAMI, FLORIDA 33175 TEL: (305) 552-7504 FAX: (305) 229.81:16B DATE OF FIELD WORK: AUG. 1 1, 2015 REVISED ON: I hereby certify that described prope and correct re direction. And forth by the chapter 5J-1 F. S. Not valid without Florida Licensed Su S1/41 o ey of the herein st of my kn�d e d belief, a true Ion, of a field survey pe d under my t Technlca ndards as set i[yo d Mappers in 2 Msuant t (lion 472.027 j7� ry�dt na urT'�fiA` AIn hosed seal of a alp S