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ACT-15-251Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-227683 Permit Number: ACT -2-15-251 Inspection Date: February 09, 2015 Permit Type: Awnings/Canopies/Tents Inspector: Rodriguez, Jorge Inspection Type: Final Owner: PICCHARDO, KENNY Work Classification: New Job Address: 1131 NE 104 Street Miami Shores, FL Phone Number Parcel Number 1122320290030 � Project: <NONE> Contractor: HOME OWNER Building Department Comments 2 CANVAS AWNINGS FOR FRONT WINDOWS. Infractio Passed CommentsINSPECTOR COMMENTS False TO CLOSE PERMIT#BP2002-882 Passed Inspector Comments Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 February 10, 2015 Page 1 of 1 VA 2� BUILDING PERMIT APPLICATION Miami Shores Village PFcETvED Building Department FE 4 2015 Ile10050 N.E.2nd Avenue, Miami Shores, Florida 33138 V. Tel: (305) 795-2204 Fax: (305) 756-8972 B INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20xr10 Master Permit No.^I � E:>— Z 1 Sub Permit No Al BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL E] PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I} I '� I Air ST City: Miami Shores County: Miami Dade Zip. 3 % 3 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): t2 6�LA/�1 ,I C Phone#: .7S S i I J7 �+j Address: <`4 yx e A, v City: State: Zip: Tenant/Lessee Name: Phone#:_ Email CONTRACTOR: Company Name: Phone#: '3 d J 3 i 1 '% 7 Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $Square/Linear Footage of Work: I Type of Work: ❑ Addition [ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: -M n I ci Specify color of color thru the: Submittal Fee $ Permit Fee $ kW ' CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Double Fee $ Bond $ TOTAL FEE NOW DUE $ _I O 8 . GD Bonding Company's Name (if applicable) Bonding Company's Address CityIt A I State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this Gq day of ��1 P4Z**Y 20,� , by who is personally known to me or who has produced Tl.-'CMX4EV— t lQ)EN1SL-- as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Notary Public State of Florida Seal Sindia Alvarez My Commission FF 156750 OF Expires 09/03/2018 Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of me or who has produced 20 , by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as OZ161APPROVED BY 6--- / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village p�. Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: I'E/V A) A?L G.,.* n c4 D DATE: Z - cf ADDRESS: 13 .NL I U f ( S 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 l have read and understood the following disclosure statement, which entities me to work as my own contractor; I further understand that l 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 isnot licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by 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. Initial— e 2. l 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. l understand that, as an owner builder, i am the responsible party of record on a permit. I understand that l 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��0_ 4. 1 understand that l may build or improve a one family or two-family residence or a farm; outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial '� 1 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. initial \C 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is My responsibilityto ensure that the persons whom I employ have the license required bylaw and by county or municipal ordinance.' Initial �� A 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 1c 9. 1 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. 1 understand that l may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/cilb/index.html Initial r— U - 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: j ( ?I ,NLr i! Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 Printed: 5/7/2002 Applicant: KENNY Owner: PICHARDO JOB ADDRESS: 1131 NE 104 Contractor GERMAIN CANVAS & AWNING CO <Z5 Local Phone: 305-751-4963 Building Permit Permit Number: BP2002-882 PICHARDO KENNY ST Contractor's Address: 7180 NE 2 AVE Page 1 of 1 Parcel # 1122320290030 Legal Description: EVENINGSIDE PB 44-53 LOT 3 BLK 1 LOT SIZE 75.000 X 130 OR 18592-4556 04 �^ Fees: Description Amount FEE2002-2564 Building Permit Application Fee $60.00 Total Fees: $60.60 FEE2002-2565 CCF $0.60 Total Receipts: $0.00 Total Fees: $60.60 Permit Status: Approved Permit Expiration: 11/3/2002 Construction Value: $850.00 Work: 2 CANVAS AWNINGS FOR FRONT WINDOWS Qo If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re -inspection - :_ ren nn .-11-:..1..., 4 hw —ft;rl :n ssrlvance hnfnra nallina Mir annfhar.inr-nection. - THIS CHECK IS DEUVERED IN CONNECTION VWTH THE FOLLOMNG ACCOUNT (S) TOTAL OF INVOICES LESS — % DISCOUNT LESS TOTAL DEDUCTIONS AMOUNT OF CHECK GERMAIN CANVAS & AWNING CO 7180 N.E. 2ND AVENUE PAY TO THE ORDER OF 19487 MIAMI, FL 33138 63-841/670 PHONE (305) 751-4963BRANCH 6214F DATE S 9 0 $ Co0 DOLLARS 4UNION kAMERS BANK lion 1 01 ❑ 13"M .-inn _rte n I . _- I cation herefor in strict compliance with all ifications that may have been submitted to s or if the plans are changed without ponsibility for a thorough knowledge of the that he assumes responsibility for work done )ns pertaining thereto and in strict conformity responisibility for all work done by either K To: Mr Al Berg This is the color Jockey red I was talking to you about. As you can see it's Not as bright as logo red previously submitted for your approval. I personally Think logo red looks fine, But I can live with the darker jockey red. The awnings will be one solid color. Thank you very much for your prompt attention on this matter. Yours Truly Kenny Pichardo 1131 N.E. 104 street Miami shores, FL 33138 PH: 78$.351.0998 Cell. 5/3/42 PERMIT APPLICATION Master Permit No. e�/�/''� Subsidiary Permit No. `c)- p I K 5= - INSTRUCTIONS - The following steps must be taken ,, Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: Address Apt. City State Zip Folio Number Description of Work "L i C A tV UA ( A,J �.J I JC S -iOf— Lot 2. Block 1 fg-!q i,JDcc..) S Subdivision CUEN1!J(-SiDe- PB--q�t PG-5-� Zoning Linear Feet 1 • S Current Use of Property R'F S i be br- e- Square Feet 52. S Units - Floors Proposed Use of Property P.�i� ne-".1_C- Value of Work _ � � D Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT TYPE (✓ ). Buildingi✓ Electrical Mechanical Plumbing LPGX Roofing Fence Other ARCHITECT Name License No. Address Telephone Fax PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension PROPERTY OWNER New Construction Name �++ (( n Address 1 I N E ) ®tk- S �. lv1 t t�t GrPS Home Telephone b 3 z2 2 Business Telephone r7 S cl T Fax Add'1 Attachment TYPE OF MANAGEMENT ( ✓ ) New Construction Enclosure Alteration Exterior. Repair " Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'1 Attachment Other Add'1 Detachment Other ENGINEER Name �Oi C- License No. Address , l g NG W(A OC&P *j 9011'*uNf-t' P ArJc-, 3-3 c 2 Telephone Fax r S % -10 CONTRACTOR Name Q� 1�- M `"i /J r License No. 0 00 k 2 Address -11Q b Iq C -2— A (i, 3313 Telephone OTFax (3 o_r — O l - Qualifier Name 1 L , x Page 2 PERMIT APPLICATION 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUC'T'ION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50%) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50%) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, P' Floor, (305) 679-1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713-35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosine a Contractor. Sworn to and subscribed before me this L- 4— day of vt i, r t , 20 0'L Aw'e'AL Signature of Notary Public - State of Florida SEAL:Maurice glo +�DDOp�{93 .r Ce 11 Personally knZffirt"—A16dUAq>1bjft0Wntification STATE OF FLOKDA, COUNTY OF MIAMI-DADE Signature of Contractor / Qualifier SA,--) �Au Print Name /� Sworn to and subscribed before me this �-� day of 1 tpc,- &4a'(il Signature of Notary Public - State of Florida SEAL: ,%% p& 'iMaurice Hugh - _G=miWw#DD008393 g: Ezpirea March 11, 2005 ttBondThn �-Personally known"4' A", ". Hft fcation Type of Identification Produced: Type of Identification Produced: Page 3 PERMIT APPLICATION R INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. n ELECTRICAL TYPE TYPE TYPE TYPE Q -1'Y. TYPE QTY. Minimum Fee QTY. Dryer QTY. Outlet, Appliance QTY. Service Repair A/C Central 1-3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4-7 Ton Fire Pump Outlet, Switch Signs A/C Central 8-15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv, Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Interceptor Demolition Low -volt, Intercom/Teleph. Repair Circuits Laundry Tray Dishwasher Low -volt, Television Service, Number of Amps Lavatory RECEIVED AND REVIEWED BY. DATE: TYPE Q -1'Y. MECHANICAL TYPE TYPE TYPE QTY. Minimum Fee QTY. Condensate Drain QTY. Generator Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wain. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan -Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet RECEIVED AND REVIEWED BY. DATE: TYPE Q'I-Y. PLUMBING TYPE TYPE TYPE QTY. A/C Condensate QTY. Drains, Roof QTY. Miscellaneous Fixture Soakage Pit Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re -circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply RECEIVED AND REVIEWED BY. DATE: Page 4 PERMIT APPLICATION OFFICE USE ONLY CHECKLIST ❑ OWNER -BUILDER FORM ❑ PROOF OF OWNERSHIP ❑ CONDO ASSOCIATION APPROVAL (Attach) (Attach) (Attach) ❑ FIRE DEPARTMENT ❑ HRS / DERM APPROVAL ❑ BPR APPROVAL (Restaurants) APPROVAL (Commercial / (Septic / Sewer) multi -family) ❑ CONCURRENCY ❑ IMPACT FEE ❑ CONTRACTOR REGISTRATION (New Construction) (New Construction) (On File) ❑ OTHER ❑ OTHER (Specify & Attach) 11 (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.R) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review ® )_ w 0 -A $ D \ $ (sq.ft. = x/1000 x ¢.60) $ (¢.005/sq.ft.) $ (¢.01/sq.ft.) PREPARED BY: SECTION BY DA ; Zoning Electrical i Mechanical Plumbing Fire Public Works Structural ,9 4)2 Building Official t4 --ti I? Y6 i nn TOTAL $ DATE: Revised July 2001 10050 N.E. 2- AVE., MIAMI SHORES, FL • (305) 795-2207 • FAX (305) 756-8972 • http://www.miamishoresvillage.com .K. =..N Rc.'.`..:>.•',Ld.:9.ri. `Z.il.a •�!�W..`...<{� K,i{�s-- .. _ ` 1 It i.. ci ` IF 1,3 ENC: ;,.---�-., �N AL 75.00 -- e"'" IF U ENC 89 FIP NO ID01 WOOD VDCK *F10P 1$F 0.9 CL WDOTj SCK Np ID F .9 CL 0.4 CL .CL Z 30 �+ PWL $,4 ! STEPS 4 N • 50 9.75 10,35 4,9 1 -STORY CBS RES N 1131 NE 104TH ST MIAMI SHORES, FL. WF TYPICAL 8.9 ' O/L © P.D CH CONC 9.(,3 aq 3.7 IF D/L (h STEPS 0.25 CL h i ; I D'x3l IF 0.4 CL � r PAV DRIVE IF 0.7 CL +v , di p� CONC 8F G/I. f IP NO ID 18.3 WITNESS N WM WH FIB NO ID a 15' PWY75,Q0 VP eo' PA E . � --w . NT , - S T {M'uATER NET R,FDNptMID DRtt, H SKETCH OF SURVEY !tRD`i _ . QLE•UE4UTILrry rrcraeru. __ SCALEi lo=20, Tf 3 4'/ 11 le, 'RON pipe verse, 6*ARCJCH•CHORD, NPF"D NAIL, kLVE,I4/L+:ASE LINE, i�ASE BUILDING LINE, •L�G�L DESCRIPTION .. .r 4 LOQ 3 SUBDIVx$IGN EVENINGSIDE BLOCK 1 ACCORDNG Td THE PLAT THEREOF AS RECORDED IN PLAT44 13F THE PUBLIC RECORDS OF. MIAMI-DADE BOOS ------- AT PAGE -•33 .,-. 1131 NE 104TH ST MIAMI SHORES, FL, CCiUNTY, FLORIDA. Certified To: Eibassy Title Corporation; Kenny P1Chardo; Stewart Title Guaranty Company; Mashtenaw Mprt9k9e CoWany, its successors and/or asst CANAL :�,�'.%�,%� Nt 104TH ST y LOCATION SKETCH SCALE 1•i 100` NOTESt ALL DISTANCES AND DIRECTIONS SHOWN ARE MEASURED UNLESS OTHERWISE NOTED, AND UNLESS INDICATED TO THE CONTRARY THEY ARE . TK SAME• AS THE PLAT DISTANCES' AND DIRECTIONS LEGAL; DESCRIPTION AS PROV D Y CLIENT UNDERGROUND PORTIONS Of, p' I OR bTHER IMPROV MENTS kfERE NOT LOCATED EXAMINATION OF THE AWRACT OF TITLE. WILL HAVE T BE MADE TO DETERMINE RECORDED INSTRUMENTS IF ANY AFFECTINE9 THIS PWWEIkTY T NATIONAL FLOOD INSURANCE RATE MAP DATED 34-94DELINIATES THE ABOVE DESCRIBE;� LAD TO It SITUATED WITHIN ZONE � I HEREBY CERTIf Yi THAT THE ATTACHED BOUNDARY SURVEY OF THE AaDVE DESCRIBED PROqPERTY IS CORRI TO THE BEST OF MY KNOWLEDGE AND BELIEF AS REC0jTLY SURVEYED UNDER MY DI 64TION, -ALSO THAT T ARE NO VISIBLE ENCROACHMETSi�NLESS SHOWN, AND THIS SURVEY MEETS MINIMUM ECjINI STANDARDS. BYTHE FLORIDA BOARD OF LAND ZVEYORS, AS SET FORTH IN CHAPTER 427,097. ,S ER 61C►:I OF THE FLORIDA ADMINISTRATIVE^ CODE. THIS SURVEY DOES NOT REFLECT W D SRM t FQRI KENNY PYCNAR00 �� • �°' ORDER NO, 4-99-43. I 1 tt r t NOT VALID WITHOUT THE SIGNATURE. AND. ORIGINAL IELD W RAISED ' SEAL OF A FLORIDA LICENSED SURVEYOR of a` ►:, " ��' ANIS MAPPER. �•� "& L,: . ,'•' CONTINENTAL LAND SURVEYORS INC;.., 1700 SW 7TH AVE', SUITE 20 MIAMI, FLORIDA 33155 . TELEPHONE! 30!54,16--192$ - Rupo'loingineering Co. Sfrudural Engineers 118 No4h Ocean Blvd. Pompano Beach, R 33062 (954) 784-2791 bskjbill J9 Al JOB OSS SHEET NO. OF CALCULATED BY -DATE CHECKED BY DATE SCALE oz. '0 t . ..... A-41 r I .. .... . .. ........ ........ Si . ........ ........ ........ ...... ........ ...... % ek. V ... . ....... ...... ........ ........ ........ ................. ........ ................... ........ ....... . ........ . . ......... ........ ........ ........ ........ ....... ......... ....... ................. ....... .................. ....... ....... ........ I .... 4 ........ ......... ........ ........ I ....... ....w...... ... w...wp.-.........3..........................f........ ......... .. . .. ...... ...... 11 .............. v. ........ ..... I ......... .............�... ..«... . . ..... .......... ............... ...... S rM 1� I Anchoring Systems 4,2.6 Sleeve Anchor 4.2.6.4 INSTALLATION INSTRUCTIONS 1. Drill Drill the hole. Clean hole with blow out bulb. 4.2.65 ORDERING INFORMATION Acom Head (AC) 2. Insert With the bolt flush to the top of the nut, drive the sleeve anchor into the hole. 3. Set Tighten anchor to the recommended torque value with a torque wrench. Over -torquing will reduce the pullout and shear loads. Note: Definition of nomenclature Slv Anchor AC 1/4 x 13/e -o see dimension "A" Nut Configuration 1-4, \Outside diameter of sleeve, see tables for threaded bolt diameter A Hex Head (HX) Bit Boit Minimum Fastens quantity Description Item No. Diameter Diameter Embed. Depth Material Up To per Box in. in. in. (mm) in. (mm) Slv Anch AC 1/4 x 13/e 00066023 1/4 3/16 1 (25) 3/6 (10) 100 Slv Anch AC 1/4 x 21/4 00066022 1/4 3/16 1 (25) 11/4(32) 100 A Hex Head (HX) Note:'A" is the overall length form bottom of washer. Prnrl. �•T^^t n, ^ Bit Bolt Minimum Fastens quantity Description Item No. Diameter Diameter Embed. Depth Material Up To per Box In. In. in. (mm) In. (mm) Slv Anch HX She x 11/z 00066024 8/16 1/4 1 (25) 1/2 ( 13) - 100 SIv Anch HX 5/16 x 21/2 00015536 5/16 1/4 1 . (25) 11/2 ( 38) 100 SN Anch HX 3/6 x 17/e 00066025 3/6 5/16 11/4 (32) 6/e ( 16) 50 SAnch HX 3/e x 3 00066027 3/e 6/16 11/4 - (32) 13/4 ( 44) 50 SlvAnch HX 1/2 x 21/4 00066026 1/2 3/e 11/2 (38) 3/4 ( 19) 25 Slv Anch HX 1/2 x 3 00066028 1/2 3/e 11/2 (38) 11/2 ( 38) 25 Slv Anch HX 1/2 x 4 00066029 1/2 3/6 11/2 (38) 21/2 ( 64) 25 Slv Anch HX 1/2 x 6 00065217 1/2 3/e 11/2 (38) 41/2 (114) 15 Slv Anch HX 5/e x 21/4 00066031 5/e 1/2 2 (51) 1/4 ( 6) 25 SIV Anch HX 5/e x 41/4 00066030. 5/6 1/2 2 (51) 21/4 ( 57) 10 Siv Anch HX 5/e x 6 00065219 5/0 1/2 2 (51) 4 (102) 10 SlvAnch HX 3/4 x 21/z 00065227 3/4 6/e 2- (51) 1/2 ( 13) 10 $Iv Anch HX 3/4 x 41/4 00065228 3/4 6/e 21/2 (64) 13/4 ( 44) 5 SN Anch HX 3/4 x 61/4 00065229 3/4 5/e 21/2 (64) 33/4 ( 95) 1 5 Note:'A" is the overall length form bottom of washer. Prnrl. �•T^^t n, ^ Anchoring Systems 5 oil Sleeve Anchor 4.2.6 Carbon Steel Sleeve Anchor Ultimate Loads In Concrete Sleeve Anchor Size In. (mm) Bolt Diameter in. (mm) Embedment Depth in. (mm) 2000 psi (13.8 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension Shear Tension Shear Tension Shear ib (M) Ib (W) ib (M) Ib (M) Ib (M) Ib (kM) 1/e ( 6.4) 9/ie ( 4.8) 1 (25) 1100 ( 4.9) 950 ( 4.2) 1100 ( 4.9) 955 ( 4.2) 1305 ( 5.8) 1340 ( 6.0) e/1e ( 7.f),-1/4 ( 6.4) 1 (25) 1100 ( 4.9) 1630 ( 7.3) 1520 ( 6.8) 1675 ( 7.5) 1655 ( 7.4) 2420 (10.8) 3A ( 9.5) 5/ie ( 7.9) 11/4 (32). 1700 ( 7.6) 2730 (12.1) 2315 (10.3) 3795 (16.9) 2355 (10.5) 3775 (16.8) 1/2 (12.7) 3/e ( 9.5) 11/2 (38) 3280 (14.6) 3855 (17.1) 3010 (13.4) 5345 (23.8) 3065 (13.6) 5830 (25.9) e% (15.9) 1/2 (12.7) 2 (51) 3825 (17.0) 5090 (22.6) 3405 (15.1) 5625 (25.0) 4550 (20.2) 9990 (44A) 3/e 19.1 516 15.9 2 51 5065 (22.5 .7590 (33.8) 5060 22.5 9415 (41,9) 1 6130 (27.3) 13060 58.1 Carbon Steel Sleeve Anchor Alinwahlp I naris in f ^nrrrntn Sleeve Anchor Size in. (mm) Bolt Diameter in. (mm) Embedment Depth in. (mm) 2000 psi (13.8 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension Shear Tension Shear Tension Shear (M) Ib (M) Ib (W) Ib (M) Ib (W) Ib (M) 1/4 ( 6.4) She ( 4.8) 1 (25) 275 (1.2) 235 (1.0) 275 (1.2) 240 ( 1.1) 330 (1.5) 330 ( 1.5) ehe ( 7.9) _1/e ( 6.4) _.1 (25) 275 _(1.2) 410 (1.8) 380 (1.7) 420__( 1.9) 410 (1.8) 600 ( 2.7) 3hehe ( 7.9) -0/4 (32-)--425 _ (1.9) 680 (3.0) 580 (2.6) 945 ( 4.2) 590 (2.6) 945 ( 4.2) I/i (12.7) 3/8( 9.5) 11/z (38) 820 (3.6) 960 (4.3) 750 (3.3) 1340 (6.0) 770 (3.4) 1460 ( 6.5) % (15.9) lh (12.7) 2 (51) 960 .(4.3) 1270 (5.6) 850 (3.8) 1410 ( 6.3) 1140 (5.1) 2500 (11.1) 3/4 19.1 sh 15.9) 2 51) 1270 5.6 1900 8.5) 1 1270 (5.6) 2350 (10.5) 1 1530 (6.8) 3270 14.5 Stainless Steel Sleeve Anchnr Allnwahla I f%flrte Anchor Size Embedment Doth Concrete Hollow C-90 Concrete Block* 2000 psi 13.8 MPa 4000 psi (27.6 MPa) In. (mm) in. (pmm) Tension Shear Tension Shear Tension Shear (9.5) ehe (7.9)1665 Ib (M) Ib (M) Ib (W) Ib (M) Ib (M) Ib (M) �/� (6.4) 11/a (29) 235 (1.0) 450 (2.0) 300 (1.3) 450 (2.0) 200 (0.9) 400 (1.8) She (7.9) 1 11/4 (32) 1310 (1.4) 675 (3.0) 410 (1.8) 675 (3.0) 335 (1.5) 600 (2.7) 3/e 9.5) • AQT�I c��__fn__•,__ 1 11/2 (38) w 1450 (2.0) 1000 (4.4) 600 (2.7) 1 1000 (4.4) 470 (2.1) 890 (4.0) ........r.......w"W$ f v W, I yNa n Carbon Steel Sleeve Anchor Ultimate Loads In Hollow Concrete Bleck * Sleeve Anchor Size In. (mm) . Bolt Diameter in. (mm) Tension Ib (i) Shear Ib ear 1/4 ( 6.4) She (4.8) 1200 (5.3) 1950 ( 8.7) Me (7.9) 1/4 (6.4)J1330 ( 5.9) 2685 (11.93/e (9.5) ehe (7.9)1665 (7.4) 3740 (16.6) 1/z 12.7) 3/e (9.5)2430 (10.8) 1 3740 (16.6) 'ASTM Specification C90, Type 11. Carbon Steel Sleeve Anchor Allowable Loads In Hollow Concrete Block * Sleeve Anchor Size In. (mm) Bolt Diameter in. (mm) Tension I4 Tension Shear Ib ear 1/4 ( 6.4) She (4.8) 300 (1.3) 490 (2.2) Me ( 7.9)_____1/4_ (6.4)_ 330 (1.5)_ -670 __ -(3.0)_ 3/e --( 9.5) a/t6 - (7.9) 420 - (1 qi- 930_ _ -(4.1) 1/2 (12.7) 3/8 (9.5) 610 (2.7) 930 (4.1 ' ASTM Specification C90, Type II. No tension or shear values are published for the 5/8" or 3/4° diameter sleeve anchors In concrete block. The 10 diameter sleeve anchor, at Its ultimate load, will consistently fail the concrete block. The 5/80 and 3/4* diameter sleeve anchors can be used in concrete block, but the ultimate load values achieved will be no higher than those of the 1/20 diameter sleeve anchor. 3 1 0-1 SEE ATTAC PENT SEE ATTACHMENT DETAIL 0 1 DETAIL 0 2 —x I I / 41 4 3/4'0 i- WH 40 3/4'0 SCH 40 VERTICALS CONTINUOUS CAULKING FABRIC - RAFTER - SEE PLAN HEAD ROD 4 11„ 6l TRACK STL. PLATE 2')(2'X1/4' 0 36' OC. WELDED TO HEAD ROD W/ 3/8'0X3' LG. HILTI HEX HEAD. SLEEVE ANCHORS W/ 340 lb. MIN. PULLOUT SEE ATTAC DETAIL 0 2 QL-t ATT A/+11AAt-'L1T (p'X2'X3/8' BASE PLATE ASTM A36 STEEL W/ (2) 3/81-0 X 3' LONG HILTI HEX HEAD SLEEVE ANCHORS. -- 0 CAPACITY EMBEDDED N ' 2V2' INTO EXIST. WALL. FILL HOLES W/ CAULK 1 2 PRIOR TO INSTALLATION, :, 4 ATTACHMENT DETAIL. * 1 3/4'0 SCH 40 VERTICALS 1/4X TYPICAL BWELA PLATE 3/410 SC44 40 BOTTOM CHORD END TRUSS 1 1r � ' �% f�1-r , ` ATTr4C 1'1 NTD TAIL 2 GENERAL. NOTES 1. ALL PIPE TO BE 3/4' DIA. SCH 40 PIPE, Fy • 35 KSI, ASTM A53 GRADE B GALVANIZED, UAN. 2. ALL FRAME CONNECTIONS SHALL BE FULLY WELDED AND COMPLY A1113. CODE Typ. 3. ALL WELDS TO BE GROUND SMOOTH AND WASHED TO REMOVE SMOKE STAINS, EiOXX ELECTRODES. 4. ALL STRUCTURES ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001. 5. CANVAS AWNINGS SHALL BE REMOVED WHEN WINDS REACH MAXIMUM WHOLE GALE FORCE OR INSTALLED IN SUCH A MANNER THAT THE FABRIC WILL RELEASE FROM THE FRAME WITH A WIND LOAD OF 15 LBSJSQFT 6. FRAMES WITHOUT COVERING WILL SUSTAIN 140 MI/HR WINDS. 1. FIELD VERIFY ALL EXISTING BUILDING: WALL CONDITIONS t DIMENSIONS PRIOR TO FABRICATION t ERECTION. NOTIFY ENGINEER FOR WRITTEN REDESIGN AS REQUIRED. FRAMES ARE DESIGNED FOR ANCHORAGE INTO 8' HOLLOW CMU WALLS. 8. FRAMES WITHOUT COVERS DESIGNED AS PER ASCE 1 -98, EXPOSURE D, COASTAL EXPOSURE. 3 ALL FRAMES HAVE BEEN DESIGNED USING RATIONAL ANALYSIS t MAX HEIGHT = 15' ABOVE GROUND. tw ■ .113 IN. A- 333 IN' 1•.031 IN` 8-011 IN' W=1.13 [be/ft 0.D.= 1050 IN. GERMAIN CANVAS DOR" IINIC %UFOL.O, P.E., INC. t AWNING: COMPANY 1180 NE 2 AVENUE 118 NORTH OCEAN 15OULVARD MIAMI, FL 33138 POMPANO BEACH, 1=L. 33062 TEL: (305) 151-4963 TEL: (954) 184-2191 FAX: 1954) 184-5610 W." / N.T.B. A 901ROM 0 BY TT GATe - APRIL 16, 200 POVIS G ` MQ=CKENNY FIGH RDO 1131 NE 104 STREET MIAMI SHORES, FLORIDA AWNING r-1RA1" IE PL_ AN5 5-1 OF 2 SHORT- -J, 141z, 1/0-4- PICIAL IRA TY P, u "Y MT Of oil U. PI"U'lis ;4 TNE, SC P[OR16A U" tic Ml SHORT- -J, 141z, 1/0-4- PICIAL IRA TY P, u "Y MT Of oil U. PI"U'lis ;4 TNE, SC P[OR16A U" tic