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DGT-14-2120Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-220534 Permit Number: DGT-9-14-2120 Scheduled Inspection Date: November 18, 2014 Inspector: Rodriguez, Jorge Owner: CHIDSEY, LARRY D Job Address: 9313 NW 2 Court Miami Shores, FL 33138 - Project: <NONE> Contractor: AXXIS HOME DEVELOPERS INC Building Department Comments WOOD TRELLIS Permit Type: Decks/Gazebos/Trellises Inspection Type: Final Work Classification: Trellise Phone Number (786)348-3907 Parcel Number 1131010150390 INSPECTOR COMMENTS False Phone: (786)518-2307 Passed Z9 Inspector Comments Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 17, 2014 For Inspections please call: (305)762-4949 Page 12 of 45 )� �L �✓' 3� BUILDING PERMIT APPLICATION 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 UILDING ❑ ELECTRIC ❑ ROOFING FBC 201-0 Master Permit No. DGT C2—® Sub Permit No. ❑ REVISION ❑ EXTENSION [--]RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [—]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: cA- Z>1"-xD �2— QA— City: Miami Shores County: Miami Dade zip: Folio/Parcel#: % 1 ?::1- 01 C1 S02---910 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):C k--� phone#: Address: ot City:Mk0.&&'- ' State: -Irl� Zip: ly-?:A�� Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name:>�?C 15 e#: �y�� 2Z=�-D--T Address: iE W p: �'�� City: State ��� Zi o Qualifier Name: _ i��� �. � Phone#: '-r8U'St b 2J-20-1 State Certification or Registration #: C 5a C_c `1�S1� P��,B� � y- Certificate of Competency #: DESIGNER: Architect/Engineer: 141'C' . �tCpQ --�C Phone#: QD Address: �r�+ t�s-t,� qi1�A&) City: AA LOAA. State Zip: t Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration `-New F-1 Repair/Replace F-1Demolition Description of Work: V v�Q \ .��1 4 ` N Specify color of color thru tile: Submittal Fee $ Permit Fee $ 1� CCF $ CO CO/CC $ (25 Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ 4 ` (30 Training/Education Fee $ ° cr-) Double Fee Structural Reviews 1:=z '� Bond $ ' TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commenc went must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issu�d. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. (?JSignature OWNER r AGENT The foregoing instrument ®®wassacknowledged before me this i day of S&, 1p � '20 by ^-/ CW d CY who is personally known to me or who has produced as identification and who did take an oath. The foregoing instrument was acknowledged before me this /�--day of �`�— ► 20 _� by cam, who ispally known to me or who has 4oduced _ s identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: = MY COMMISSION # EE212997 '•, of EXPIRES July 01, 2016 fi APPROVED BY Plans Examiner U Zoning is l� Structural Review (Revised02/24/2014) Clerk OCHOA, FREDDY AXXIS-HOME DEVELOPERS INC 5005 SW 173 WAY SOUTHWEST RANCHES FL 33331 Congratufetionst 'Ili this -." one million Floridians licensed by t of Business and Professional Regulation. Our professionals and businesses range from architects to -yacht brokers, from boxers to badwqw restaurants, and they keep FlorWs economy strong. Every day we work to improve the way we do business in order to serve you better. For infbmudion about our services, please tog onto orldaI c*m. There you can find more IrdormaWn about our divisions andthe that impact you, subscribe to d end newsletters more about the Departmenfs inti Our mission at the Department is: License Efficiently, Regulate Fairly. We constantlystrive to serve you Miter so that you can serve your customers. Thank you for doing business in Florida; and congratulations on your new liosnsel RICK SCOTT, GOVERNOR team :" ISSUED: 0101=14 DISPLAY AS (850)487-1395 m KEN LAWSON, SECRETARY 7 S t :QUIRED BY LAW SE Q 0 L1408310005210 tORD. CERTIFICATE OF LIABILITY INSURANCE 7t)AT plmg ) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION C & C INSURANCE AGENCY, INC 10306 S. FEDERAL HWY. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PEO S POLICY NUMBER PORT ST LUCIE, FL 34952 772.337.1250 INSURERS AFFORDING COVERAGE NAIC# INSURED AXXIS HOME DEVELOPER INC INSURER A. ACCIDENT INSURANCE CO INSURER B: FREDDY OCHOA INSURER C: 10865 SW 135TH TERR INSURER D MIAMI, FL 33176 INSURER E MED EXP (Any one person) $ 5,000.00 PERSONAL &ADV INJURY $1,000,000.00 rAVFRBrFS THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR D'L NERD PEO S POLICY NUMBER POLICY EFFECTIVE ATE MM D POLICY EXPIRATION DATE(MMIDDNn LIMITS REPRSaATIVES. GENERAL LIABILITY fP EACH OCCURRENCE $1,000,000.00 DAMAUE TO RENTED PREMISES Ea oocurencel $100,000.00 X COMMERCIAL GENERAL LIABILITY CLAIMSMADE OCCUR MED EXP (Any one person) $ 5,000.00 PERSONAL &ADV INJURY $1,000,000.00 A CCP0003824 06/27/2014 06/27/2015 GENERAL AGGREGATE $1,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OP AGG $1,000,000.00 POUCY J 0 X LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ (Ea accident) BODILYINJURY $ (Par person) ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Peraccident) $ HIRED AUTOS NON-CWNEDAUTOS PROPERTY DAMAGE $ (Peraccident) Fl GARAGE LIABILITY AUTO ONLY -EA ACCIDENT $ OTHER THAN E'er $ ANYAUTO AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR C� CLAIMSMADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPAATNEWEXECUTNE TWO S ATI Sl lb ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ 0MCEF(MEM3ER EXCLUDED/ Ifyyeess deacribeunder SPECIALPROVISIONSI.Iow EL DISEASE -POLICY LIMIT 1 $ OTHER DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES/ EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS GENERAL CONTRACTOR STATE OF FLORIDA LICENSE #CGC 1511582 rFRTIFIrATF HOLDER CANCELLATION ACORD25(2001/08) %`V / - ©ACORDCORPORATION 1988 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION k MIAMI SHORES VILLAGE DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO BUILDING DEPT MAIL30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL `I IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR I REPRSaATIVES. AUTHO D ^^-•^-• fP ACORD25(2001/08) %`V / - ©ACORDCORPORATION 1988 4� r 1 , Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you may be personally liable for the worker compensation iniuries of any_person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner /� „ Print Name: l..a C ty % o t t Signature: l,( State of Florida ) County of Miami -Dade) Sworn to and subscribed before me this day of �e,p�— , 20. Lo (SEAL) MY COMMISSION # EE212997 EXPIRES July 01, 2016 Contractor Print Name: �1 " Signature: State of Florida ) County of Miami -Dade) Sworn toand subscribed before rapthis day of , ;02!1---_ I0 of MY COMMISSION # EE212997 EXPIRES July 01, 2016 Building Photographs 4-0013009-2 See Instructions for Item A6. 9313 NW 2 CT City M7AMI �"j' ORE,153 H State ZIP Code FL 33"5 C, Front View Date of Photograph: 08/28/2014 Rear View Date of Photograph� 08/2812014 Building Photographs 4-0013009-2 Continuation Page 93'3 NW 2 CT City MIA.Mi SHORES State ZIP Code FL 33150 W,ht Side View Date of Photograph: 08/28/2014 U.S. DEPMTMENT OF HOMELAND SECURM ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Program Important: Read tate instructions on pages 1-9. Expiratiorl Date: July 31, 2015 SECTION A -PROPERTY INFORMATION FO�� USE u''.`` YS Al. Building Owners Name LARRY CHIDSEY �, A2. Buildtr&Street Address (incudlIng Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box Na. f 9313NW2 CT,w.. City MIAMI SHORES State FL ZIP Code 33150 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 15, BLOCK 3, O'DELL MANORS, PLAT BOOK 41, PG. 57 OF MIAMI -RADE COUNTY, FL. A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude(Longitude: Let 25' 51' 37.WN Long. 80' 12'05.22°W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate Is being used to obtain fluff insurance. A7. Building Diagram Number JA A8. For a building with a cxawispaoe or enclosure(s): A9. For a building with an attached garage: a) Square footage of craWspace or enclosure(s) WA sq ft a) Square footage of attached garage NIA sq ft b) Number of permanent flood openings In the awMspoe b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade ¢ within 1.0 foot above adjacent grade WA c) Total net area of flood openings in A8.b 576.0 sq In c) Total net area of hoed openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name & Community Number B2. County Name Tk, State MIAMI SHORES 120652 MIAMI -DADS B4. Map/Panel Number B5. Suffix B6. FIRM Index Date 87. FIRM Panel B8. Flood B9. Base Flood ElevatiarKs) (Zone 12011 00732 H {}9/1112009 ffective/Rev� Date Effective/Revised Zone(s) AO, use base depth) a feet ❑ meters 11.51. ® feet x WA 810. indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determthed ❑ Other/Source: B11. Indicate elevation datura used for BFE in Item B9: 0 NGVD 1929 ❑ NAVD 1988 ❑ Otrer/Souroe: B12. Is the building meted Ina Coastal Barrier Resouirces System�CBRS) area or Otherwise Protected Area (OPA)? 13 Yes ® No Designation Date: WA CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY'REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Buildling Under Construction' ® Finished Construction °A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones A7 -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE, AR/A1 A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the budding diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: h-= Vertical Datura: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. IN NGVD 1929 ❑ NAVD 1988 ® Otherrource: Datum used for building elevates must be ft same as that used for the BFE. a) Top of bottom floor (including basement, c awispace, or enclosure floor) b) Top of the next higherfloor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached gage (top of stab) e) Lowest elevation of machinery or equipment servioing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to builder (LAG) g) Highest adjacent (finished) grade next to buil (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, Including structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a WW surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the Wbanatton on this Cartiflcais represents my best efforts to Interpret the daft awagable. I understand 6W any false statement may be pur#shable by flue or krrprisonment ureter 18 U.S. Code, Section 9001. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here t attachments. Nc;ansed land surveyor? ® Yes ❑ No Certifiers Name GEORGE ISARRA license Number 2534 Tide LAND SURVEYOR Company Name NOVA SURVEYORS INC. Address 1355 NW 97TH AVE #200 City MIAMI State FL ZIP Code 33172 Signature Date 0812812014 Telephone (305) 2642680 FEMA Form 086-0-33 (7/12) See reverse side for continuation. Replaces all previous edidons. Check the measurement used. 12.95. ® feet ❑ meters NL ® feet ❑ meters NIA.• feet ❑ meters I�/A. a feet ❑ meters 11.51. ® feet ❑ meters 10.90. ® feet ❑ meters 19.21. ® feet ❑ meters 10.90. ® feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a WW surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the Wbanatton on this Cartiflcais represents my best efforts to Interpret the daft awagable. I understand 6W any false statement may be pur#shable by flue or krrprisonment ureter 18 U.S. Code, Section 9001. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here t attachments. Nc;ansed land surveyor? ® Yes ❑ No Certifiers Name GEORGE ISARRA license Number 2534 Tide LAND SURVEYOR Company Name NOVA SURVEYORS INC. Address 1355 NW 97TH AVE #200 City MIAMI State FL ZIP Code 33172 Signature Date 0812812014 Telephone (305) 2642680 FEMA Form 086-0-33 (7/12) See reverse side for continuation. Replaces all previous edidons. . v1.6 W%0 X%01V %0-4%a as OVPaY `, IMPORTANT: In am" spaces, copy the corresponding Information from Section A OI FIA Cts , ' . Y,U Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1'oir�rber, 9313 NYU 2°a CT City MIAMI SHORES State FL ZIP Code 33150,E SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments SECTION C 2 (E) LOWEST ELEV MACHINERY IS AIC PAD. LATITUDE AND LONGITUDE IS PROVIDED BY GOOGLE EARTH. CROWN OF ROAD ELEVATION =11.85 FEET. Signature Date 08/28/2014 11111111 1 • r i . e s - :�; . • i �M s ; ; For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation is above or glow the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, chawispace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom fkor (including basement, craw ispace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided In Section A Items 8 and/or 9 (see pages 8-9 of instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the buliding is ❑ feet ❑ meters Cl above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'SREPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B. and E for Zone A (without a FEMA4ssued or cwnmurdty-issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's flame LARRY CHIDSEY Address 9313 NYU 2 CT City MIAMI SHORES State FL ZIP Code 33150 Signature Date Telephone Comments Chad( here if attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The kcal official who is authorized by law or ordinance to administer tate community s floodplain management ordinance can complete Saoti = A, B, C (or E), and G of this Elevation Certificate. Complete ft applicable Item(s) and sign below. Check the measurement used In items Gil -G10. in Pum Rico only, titter meters. G1. ❑ The Information in Section C was taken from other documentation that has been signed and sear by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation Information. (Indicate the source aril date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G10) is provided for community floodplain management purposes. Permit Number Date Permit Issued G6. Date Certificate Of G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters G9. SFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters G10. Community's design flood elevation: ❑ feet ❑ meters Local Official's Name Title Community Name Telephone Signature Date Comments FEMA Form 086-0-33 (7/12) Replaces all previous editions. • #a O n°r es Av atnra J w . SURVEYNa 4$1208.2MIAMI, FLORIDA 33172 (SOS) 2s4 -ate! FAX, (302802a4an teurvr z 3 r. DRAWN 8Y: L&L"D SURVEYORS SHEETNO. 2 OF 2 BOUNDARY SURVEY W-01 11.26 ON PL 10.90 10.88 rP3V/4" — - - �N PL 88°30 M9"' S U.E. * 90°BY 78Wlft'_00' NO CAP o oNO ip r P Lar -1 Lar -2 LOT -3 BLOCK -3 BLOCK -3 BLOCK -3 SURVEYORS NOT& • Thera may be Easements recorded in the Public 92ecords not shown on this Survey. FJ.P 314- NO CAP ON PL 90, B.C. 10.81 NO CAP l 19.20 fA V 10.00 1131 12.651 t , 4 ' 't 11.10 1 97' x a 1 i� 10.80' - *8.40 m 9. - BLOCK -3 0.60 n ONE STORY _ 10.70' $ LOT- 14 +� RES. # 0313 BLOCK - 3 m LOT -18 11.61 BLOCK- 3 $ F.F.E.-12.W OJO•CL i _10.65' _ 8.87 _ W-01 11.26 ON PL 10.90 10.88 rP3V/4" — - - �N PL 88°30 M9"' S U.E. * 90°BY 78Wlft'_00' NO CAP o oNO ip r P Lar -1 Lar -2 LOT -3 BLOCK -3 BLOCK -3 BLOCK -3 SURVEYORS NOT& • Thera may be Easements recorded in the Public 92ecords not shown on this Survey. I COVER SHEET Structural Calculations for Wood Trellis Project: Larry Chidsey 9313 NW 2ND CT Miami Shores FL 33150 Victor Ceron, PE .... . .. ..... ...... .. ... Civil PE# 63023 • ..er: .. . .... • 8883 Fontainebleau Blvd #105 Miami, F 33172 Tel:7 -28 5292 ®y 12i�`t9 Victor Ceron PE 8883 Fontainebleau Blvd #105 Miami, FI 33172 DESIGN WIND LOADING FOR SYSTEM ASCE 7-10 ( 30.8.1 ) Z =14ft V=175•mph Exposure Category = "C" Kzt=1.0 .W= 0.00256•KZ•Kzt•Kd V2 &.= 0.85 CN := 1.25 4z-G•CN Pte:= 0.6Pdesign Pdosion = 36.06•psf LOAD ANALYSIS 1:= 0.85 DL := 10psf LL := Opsf C1:= DL + LL C2 — DL + Pdesign C3:= DL + 0.75•Pdasign + 0.751 -1- C4:= .751 -1- C4:_ –0.6DL + Pdesign Pdesign := 46.06psf 16.0 UWM= �= 20•ft No Of= Bays: 1 KZ = 0.85 qZ = 56.57•psf Pdesign = 60.1 •psf ASCE7 10, 30.8W. ASD Factor. 0.6 • • ...... .... .... ••.• • . .. • . . . • .... . .. .. . ...... . .. .. . .. .. .... 0040 . . 0040 • . :044 • 00 C1 = 10•psf (Down) C2 = 46.06•psf (Down) C3 = 37.05•psf (Down) C4 = 30.06•psf (Up) VCtor Ceron PE 8883 Fontainebleau Blvd #105 Miami, FI 33172 LOAD IN WOOD RAFTERS 2x8 (NDS 2005) Section Properties I := 7.25in B:= 1.51n H3 ,lv== B 12 ,�,:= B•H I = 47.63•in4 A = 10.87•in2 Distributed load on rafter w:= (Pd,.i9r,) • B 00 w = 5.76 • lbIt Adjusted_Length :_ (Width-1.33ft) • 0.9 + 3 • H Adjusted -Length =15.02ft Adjusted_Length2 M:= W. 8 M = 162.26 ft- lb Calculation of streses C Sigma := M Fb := 1250psi Cd := 1.0 Cf := 1.0 H '�^ = 2 (NDS - Table3.3.3) Sigma=148.18•psi Select Structural Spruce- Pine -Fir Table 4A (NOSY: 000000 0000 0000 Cm := 0.85 Ct := 1.0 C1:= 1.0 Cfu := 1.0 Ci := 1.0 Cr := 1.15.. • • • •'• (Fbp) := Fb•Cd•Cm•Ct•CI•Cf•Cfu•C1.Cr ' Fbp = 1221.88 -psi Checking Interaction Sigma - M, Fbp t=0.12 if (15 1.0 , "O.K." , "N.G.") _ "O. K." 0000 .. 0000 0000 0000 0000.. 0000 Victor Ceron PE 8883 Fontainebleau Blvd #105 Miami, F133172 LOAD IN WOOD BEAMS (2) 200 (NDS 2005) Section Properties F := 9.251n A;-= 2.1.5inH H3 �• 2 = B -- A.= B-H 12 1=197.86•in4 A = 27.75•in2 Distributed load on rafter (Pdesign) • B + Pdesign • 20 Width -1.6) Ib W = 66.79• ft d n Length •0.9 + 3•H (NDS - Table3.3.3) No -Of Bays Adjusted -Length = 20.31 ft Adjusted _Length 2 W 8 M = 3444.52ft- lb Calculation of streses • • • 0000.. C • 0000.. ':= M • Sigma = 966.18. psi 0000 Select Structural Spruce- Pine -Fir Table 4A (ND6�• • • • 1250psi 0000.. 0000.. :=1.0i=1.0=1.0:=1.0; F![ ' := Fb•Cd•Cm•Ct•CI•Cf•Cfu•Ci•Cr Fbp=1250-psi Checking Interaction Sigma nn/ Fbp 1= 0.77 if(I 51.0,"O.K.","N.G.")="O.K." 0000 0000 ... 00 • 0*:* *040 00 0 00 00 . 00 00 . . . 0000 .. . • 0 00 . .00000 0000 0 000. Victor Geron PE 8883 Fontainebleau Blvd #105 Miami, Fl 33172 LOAD IN WOOD COLUMN 6X6 Section Properties H 5.5in:= 5.5in:= 2 H3 ,lw= B • 12 B • H ,�,:= I = 76.26•in4 A = 30.25•in2 Lateral Load on Column - Moment Inducing ,,h.:= 0.866ft Width Pdesign - h Wb = 159.55 lb 2 No_Of Bays + 1 Mc := Wb •8ft Mc = 638.21 ft. lb 2 Tension Load In Column 1.5 Width Length Pu := Pdesign • = 552.72 Ib 20 2 No -Of BaysPu - Calculation of strwes Sigma -T:= Pu A Sigma T-18.27•psi ...... Sigma -B:= I Sigma -B = 276.19 -psi 0000 BENDING ...... 1250psi Select Structural Spruce- Pine -Fir Table 4A (NDS) = 1.5 (Wind) = 1.0,:= 1.0= 1.0 := 1.0 = 1.0= 1.0r := 1.0 M:= Fb•Cd•Cm•Ct•CI•Cf•Cfu•Cl.Cr Fbp = 1875 -psi TENSION Ft := 700psi Select Structural Spruce- Pine -Fir Table 4A (NDS) = 1.0 = 1.0:= 1.0 := 1.0- 1.0 (Ftp) := Ft•Cd•Cm•Ct•Cf•Ci Ftp = 700 -psi Viff or Ceron PE8883 ontaine leau Blvd W105 Miami, FI 33172 Checking Int wactlon Sigma_T Sigma _B "J + 0.18' Ftp (sigmaLT = Fbp - Fbp ) Ftp if(15 1.0, "O.K." , "N.G.") _ "O.K." 6666 0 • 6666 ... • 00:000 0::Oo: 0000 666.00 0 • Y•• 0000•• • • • • 6666 • • • • •• ••• • 6666•• • •• ••• 000000 • 66• 66• 6666 •••••• • • • • • • •• • •00.00 • • • •• • •• • 6666 • • 0000 .• Victor Ceron PE 8883 Fontainebleau Blvd #105 Miami, F133172 UPLIFT LOAD CRITERIA Width =16ft Length = 20ft No Of Bays =1 P:= 30.06psf h = 0.87ft th Width Pdesign' Pu = 360.72 Ib 20 2 No—Of Bays s Pte:= 36.06psf Width Pdesign = h• Wb = 124.91 Ib 2 No—Of Bays + 1 Wb •9ft Mc = 562.1 ft -lb 0 0 • 000000 .... . .. ... ...... . .. ... • • • •• • • i• Victor exon PE 8883 Fontainebleau Ivd #105 Miami, FI 33172 COLUMN FOOTING SIZING INPUT Moment := Mc J1 := Pu Lateral := Wb Moment = 562.1 ft -lb Uplift = 360.72 Ib Lateral =124.91 Ib W1dthF := 241r LengthF WidthF DepthF ;_ WidthF 11s0ji:= 120. lb (�soji:= 30 -deg Volume:= LengthF•WidthF•DepthF ft CALCULATE DEPTH REQM TO RESIST UPLIFT Uplift = 360.72 Uplift - - VOIumeRequired := lb VolumeRequUed = 4.014? 0.6.150•— ft3 .= WidthF2 Area = 4ft VolumeRequired DePthRequfred Area DePthRequired = 12.02 -in OVERTURNING CHECK `"•`` &= Moment + Uplift• WidthF + Lateral -DepthF .""• .... M = 1172.65ft•lb ••`••` Lb WidthF WidthF `• • `` MR := 150 ft3 Volume 2 + 37soU DepthF3 2 MR = 4080ft•lb if(M 5 MR, "O.K.", "N.G.") = "O.K." Victor Ceron PE 8883 Fontainebleau Blvd #105 Miami, FI 33172 CHECK COLUMN FOR LATERAL STABILITY OF STRUCTURE (FBC - 1807.3.2)DesignCriteria - --EQ 18-2 A:= 8.5ft S3:= 2.200psf Twice Allowable Lateral Capacity S3 = 400•psf WidthF = 2ft 20.5 (WidthF 2 Imo:= + WidthF 0.5 41SPh 4.25 • Lateral • H l d _ (Equation 18-20 d:= S. b S3•b J d = 23.97•irj see* 0000 •• • 0000.. 0000 00 0000 :0 0 0 00 000 00 ... .. .. 06:0 ... 0000.. 0000.. . . 000 .. . 0000 00:6 10 Victor Ceron PE 8883 Fontainebleau Blvd #105 AAiami, FI 33172 LOAD IN WOOD RAFTERS (2X8) TO WOOD BEAM (2X10) CONNECTOR Using Simpson H2.5A Connector Section Properties &.= 7.25in R;= 1.5in lb .:_ (Pdesign)•B w = 4.51. ft Lengthb:= (Width -1.5ft) Lengthb =14.5 ft Distributed load on rafter Lengthb ;= W. R = 32.681b 2 Checking Interaction 4951b Allowable Uplift as per manufacturer specs • • • • . . 0000 0000. •• •• • if(RSA,"O.K.","N.G.")="O.K." . . ....0. 0000 08 0000 080.6. . .. ..0 0000 .. 0000 . .. 0000 0000.. . .. 0000 . .. .. 0000 .. ... .6.... . 0 0 6 .. ... 0000.. . 6 .. .6. .. . 0000 .. . Victor Ceron PE 8883 Fontainebleau Blvd #105 Miami, F133172 LOAD IN WOOD BEAM (2X10) TO WOOD COLUMN (6X6) CONNECTOR Using (2) 1/2" THRU BOLT B Length Pd ' 201n Wdth� No Of Bays Lb := 2.1.5in Ab := Lb—Bolt—Diameter SigmaC := Ab Pu = 865.44 lb 1 Bolt Diameter:= —in 2 Ab=1.5•in2 SigmaC = 576.96 -psi (Compression) SigmaC Allowable := 1900psi 8" Wide Compression Parallel to Grain, SELECT STRUCTURAL Southern Pine Table 4B (NDS) ;= 1.6 (Wind) = 0.8:= 1.0 := 1.0 , 0.8 Cp = 0.86 NDS EQ 3.7-1 SigmaC Allowable•Cd•Cm•Ct•Cf•Ci•Cp SigmaC Allowable= 1673.22 -psi 0000 SigmaC• 0000 "^r SigmaC Allowable 1 = 0.34 if(151, "O.K." , "N.G.") _ "O.K." . e 0.0.80 000000 0000 0 0000 000000 0000 0000.. 00 0 00.0 0 0 0000 .000.0 .000 0000 12 Victor Ceron PE' 8883 Fontainebleau Blvd #105 Miami, FI 33172 LOAD IN WOOD COLUMN (6X6) TO CONCRETE FOOTING CONNECTOR 6 x 6 column embeded 12 in into concrete footing ___--. Embedment : 12 -in B Length Pdes1gn• 'Width. Pu = 865.44 lb Nps,= 20in No_Of Bays Contact Area = 4 x 5.5in•Embedment Contact Area =1.83 ft2 mow= 2.5i Wood to concrete friction coefficient IBC in P:= F•Contact Area P = 660 lb Pu Mi P �1= 1.31 if (1 :5 1, "O.K." , "N.G.") _ "N.G." 0000•• • 0000 ••• 0000•• • • 0000 •• • • 0000 • •• ••• 0000•• • •• • ••• •• •• 0000 ••• •••••• • • • • • 0000•• ••• • • • •• • •••• • ••• • 0000 13 dor Ceron PE 8883 Fontainebleau Blvd #105 Miami, FI 33172 LOAD IN WOOD LEDGER (2X8) TO WOOD RAFTER (2X8) CONNECTOR Using Simpson LUC26Z Connector Section Properties &.= 7.25in &.= 1.5in Ib (Pdesign).B w = 4.51. ft .51•ft LengthB := (Width -1.5ft) LengthB = 14.5ft Distributed load on rafter L A:= WengthB2 R = 32.681b Checking Interaction 790ib Allowable Uplift as per manufacturer specs if (11:5 A, "O.K." , "N.G.") _ "O.K." • • • 0000.. 0000.. 6666 0000 6 0000.. 66 66 6666 0600 66 6666 6 0000 6 000006 0000 0000 •00 4 16 14 Victor Ceron PE 8883 Fontainebleau Blvd #1 Miami, FI 33172 LOAD IN WOOD LEDGER (2X8) TO CONCRETE TIE BEAM CONNECTOR Using 1/2"x4"Embed Simpson WedgeAnchor@24"O.C. Applied Tension := 0•Ib Applies Shear:= Pd6wgn 1.5in -Width -Spacing 20in Applied—Shear = 86.54 lb CHECK TENSION Bolt—Tensile—Capacity =1800 Ib Allowable Tension := Bolt—Tensile—Capacity-No—of Bolts CHECK SHEAR Bolt Shear Capacity = 2600 Ib AllowableShear := Bolt—Shear—Capacity-Noof Bolts I _ Applied Tension + Applied_Shear '"j Allowable Tension Allowable Shear Spacing := 24in No of Bolts := 1 Applied Tension = 0 Allowable Tension=1800lb Applied Tension _ 0 Allowable Tension AppliedShear = 86.54 lb Allowable—Shear = 2600 Ib Applied Shear = 0.03 Allowable Shear 15 •660 •6• 066.80 00•0 •86 •60••0 . . 6000 6• . :•• 000 6• 08 6••• •8• 6666.. . ..666• • • • 00• 0000• 15 Q S IE LES& DE�RIPCIQt� LOT 35, BLOCK 3, OVELL MANORS PLAT BOOK41, PO 57 CF MIAMI - DADE COUNTY SOM OF WOE: Qllllll� Exam R' Mw' w�ou SOIL STATEMENT: FUNDATION SYSTEM CONSIST OF SPRED NON BEARING FOOTNG BEARING ON COMPACTED LIME ROCK OR UNDISTURBED LOCK ;W BEENSPIGNED FOR AN ALLOWPOLE SOL LATERAL MATERIALS: SELECT STRUCTURAL SPRUCE PNE PT Fb =1250 Pel Ft= � 3000 psi IN COMPRENSS ON AgT 3D DAYS AFL�L COO INECT�S TQ BSE QALVAN® STEEL COOE M�Oli�l01� �sraw��1l� ra�loNon�iu�ioNo O11111111.IOB>AOjMaR7�1�1 SUPERUPOSED LMPM HAVE SEDT UTILIZEM YIINI�t a�■os, �•aslr� LOADS: (ASCE 7, FGC-10) LL - 0 (NO MANTENACE) DL =10 PSF (SOLD WOOD) W = 31,74 PSF X 11„ Y-9 24" Tx W PT WOOD LEDGER ATTACHED TO EXISTING CONCRETE W 1/2 X8" LONG (4" EMBED) EXPANSION ANCHORS AT 24" O.0 LUC28Z SIMPSON BUCKET J8 -101) NAILS TO LEDGER 4#-10D 11/2 NAILS TO RAFTER 1 I CONNECTIONS DETAIL SCALE N.T.S MOD OATTACHED TO 2 x 8 PT WD RAFTER ( H2.5 SIMPSON nE8 WITH N%A APPROVAL FL # 10458.11 (5)10D -1 V2 NAILS INTO WOOD RAFTER (5)10D -1 1/2 NAILS INTO WOOD BEAM. PTWDSEAM DIAMUTHR BMT. W x 8" PT # 2 APPROVED WOOD OF NATURAL DECAY RESISTANCE OR AN APPROVED PRESSURE - PRESERVATIVE - TREATED WOOD PROVIDE FIBERED ROOF COATING AROUND EMBEDED PT WOOD COLUMN -FUNDATION NOTE: NEW 4A" X 2C X 24° FOOTING 2000 PSF PROVIDE # 5 ON TOP EACH DIRECTION 3 (OPEN TRELLIS SECTION SCALE N.TS 4'-9" 4'-3" 4'-8" 1'- •• •• • • • •• •• • • • • • • • • • W N I� of _ • • �Lo Lel z r M � ch LLJ • • ••• • • • • ••• •• • • • • • •• • ... . ... . ... . •• • • • •• ••• •• •• • • • • • ••• •• COPYRIGHT RESERVED RECFiVED ®9T 7 x014 2" x 8" P.T WOOD BEAMS ATTACHED TO EXISTING STRUCTURE W/ LUC26Z SIMPSON BUCKET B 1/2"x 51/2" HEX HEAD SIMPSON STRONG TIE TITEN SCREW INTO CONCRETE & (4)10dx 11/4- NAILS INTO WD FULLY NAILED NEW TRELLIS e_C" 1 1_6" W, • •, 8" x W PT WOOD COLUMN TYP x 10" PT WOOD BEAMS x r PT WOOD RAFTER OPEN TRELLIS FRAMING PLAN u ® \� p�aa !.R J J U CD u J C-3 a NJ c m 9 r 1141-1 �11 •"st►"s AVW-H(%ff-CCN5TWACTIM 90099W 173 WAY. $ami %p$r RAw*m - PL Um mom 3a - 302 976/ VICT0KK CERON Mcm son - 8e89 FONimm R.3.' m b 105 R -10W. 788 - 282 5282 MACT n eAFUWo ME �0 Lfi I— J J�cn W N I� of _ �Lo Lel z r M � ch LLJ �0 H B C p NW 2ND CT D FMI Lil 11 m C rn �o �z zS3 m� k0 w z N [ '7 • • v , 0000.• 0 ...�+ • • . •0.000 000 • 0000 •• • • • 0000•• 0000 0000•• m • 0000.. 0000.. AT 0000.• : 0000 0000. • i 0000.. ... 0000. .. .. .. 0000 • C D0000.. > 0000. 0000.. 0 CA . .. 0000. .0 0 00.0 0 Z.... Cl) C/) m M i 0 Z n (OPEN TRELLIS 9313 NW 2ND CT MIAMI SHIRES FL 33150 OWNER NAME: LARRY CHIDSEY Rl r ■ cvvra�-vvvrr�wvv-rrar 1��.v�ar -1 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 333.01-1895 — 954-831-4000 VALID OCTOBER 1, 2014 THROUGH SEPTEMBER 30, 2015 DBA: 46 AXXIS HOME DEVELOPERS INC Receipt #:GENERAL64 CONTRACTOR (CERZ Business Name: Business Type:GENERAL CONTRACTOR) Owner Name: FREDDY OCROA Business Opened:o9/09/2014 Business Location: 5005 SW 173 WAYSfdte/C0Unty/Cert/Reg:CGC1511582 SOUTHWEST RANCHES Exemption Code: Business Phone: 305-302-9767 Rooms seats . Employess 'Machines rl ,For Vending Build -ass Only - Number of Machines: Ver idina TYDe: Professionals Tax Amount Transfer Fee NSF Fee Pena lty+_ Prior Years Collection Cost Totat Paid 27.00 0.00 0.0, 0.00 27.00 'THIS RECEIPT MUST BE POSTEDCONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax Is levied for the privilege of doing business within Broward County and Is non -regulatory In nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business Is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it Is in compliance with State or local laws and regulations. Mailing Address: AXXIS HOME DEVELOPERS INC Receipt #OIA-13-00006701 5005 SW 173 WAY Paid 09/09/2014 27.00 SOUTH WEST RANCHES, FL 33331 2014 -2015