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DGT-17-482 �.':• 3 SCE en s e w I�e, C � 11iiii� Miami Shores Village P 10050 N.E.2nd Avenue NE �� A� C�Sriatfonl Desk ` F Miami Shores,FL 33138-0000 , Phone: (305)795 2204 ' t�sue. ..3f'5/21 ' Expiration: /11/2017 Project Address Parcel Number Applicant 1304 NE 104 Street 1122320300120 Miami Shores, FL 33138- Block: Lot: JOSEPH SCHWARTZ Owner Information Address Phone Cell LINDA SCHWARTZ 1304 NE 104 ST MIAMI FL 33138-2662 Contractor(s) Phone Cell Phone Valuation: $ 8,000.00 ELITE AMERICAN BUILDERS INC (305)240-8177 Total Sq Feet: 600 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final Date Denied: Foundation Type Const:Wood Deck Additional Info:REPAIR WOOD DECK/TRELLIS Framing in Progress Classification:Residential Scanning: 1 Review Planning Scanning:1_ Review Structural Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.80 Invoice# DGT-2-17-63062 DBPR Fee $5.63 02/24/2017 Cash $50.00 $447.06 DCA Fee $5.63 Education Surcharge $1.60 03/15/2017 Check#:531 $447.06 $0.00 Permit Fee $375.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $18.00 Technology Fee $6.40 Total: $497.06 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 AFF WIT: I certi todf all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction d zoninga e,I authorize the above-named contractor to do the work stated. March 15,2017 Authorized Sig ture:Owner / Applicant / Contractor / Agent Date Building Department Copy March 15,2017 1 Miami Shores Village ��- g FERE 2 4 2017 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 6+11 FBC 20 11 BUILDING Master Permit No.D(;T PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION SHOP i CONTRACTOR DRAWINGS JOB ADDRESS: I, 'P (9 4 City: Miami Shores County: Miami Dade Zia 313 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �CJ�� D-,21A 1L� ASALetcr- phone#: 3t)S-30&— Address: 13 0'1 V�F- I C? it St- City: Zng m� (410 re-s State: r ka Zip: Tenant/Lessee Name: Phone#: Email: U M Cctnes 7& c�mcti • 0 Q�. CONTRACTOR:Company Name: t 1 G f ly U�t�p�r a Phone#: 3(z)1T--0-Lto-8(77 Address: t"d A)- Ir C?to Srt-k ae City: _ 0-tt Lfu i t` � lqtrm est State: zip: 3`3l o Qualifier Name: rr _�L f'K06'0"Le Phone#: State Certification or Registration#:_ c- '0 Certificate of Competency#: DESIGNER:Architect/Engineer: �"� C,"C� t ti e�o$.�,y Phone#: L �;-q- 5-3 Address: +1A<<Av-0.►-tf I0e.4cG City: 4A I.Ly7- m Stater Zi me Value of Work for this Permit:$ RdxoGs Square/Linear Footage of Work: 6®tom W Type of Work: ❑ Addition ❑ Alteration ❑ New L'I /Re lace Re air �. p p El Demolition Description of Work: 1 v2O Specify color of color thru tile: , # Submittal Fee$ Permit Fee$ CCF$ — CO/CC$ '^ Scanning Fee$ ' Radon Fee$ a1Z DBPR$ •C ' Notary$ - Technology Fee$ '"1 Training/Education Fee$ Q Double Fee$ Structural Reviews$ oc�Ll/ . Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) s Bonding Company's Name(if applicable) Bonding Company's Address City State Mortgage Lender's Name(if applicable) Zip 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 commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all law construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUM or installation has FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC...., s regulating PLUMBING, SIGNS, POOLS, 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 RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPE TY. IFYOUIN MAY TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYPROPERTY. IF YOU INTEND YOUR NOTICE OF COMMENCEMENT." BEFORE RECORDING Notice to Applicant.- As a condition to the issuance of a bui/din promise in good faith that a co 9 Permit with an estimated value exceeding$2500, the applicant must whose Property's l Py of the notice of commencement and constructive lien law brochure will be delivered to the person P Perry is sub ect to attachment. Also,v cert�ed copy of the recorded notice of commencement must be posted at the job s/ for the first inspection which occurs seven (7) days after the building permit is issued. /n the absence o such inspection will not be a f l to approved and a reinspection fee will be charged. Posted notice, the Signature Signature OWNER or AGENT The foregoing instrument was acknowledged before me this CONTRACTOR The foregoing instrument was acknowledged before me this day of it!'til 20 /"7 by ®/ =-- -day of �,°L rs 20 _. who is ersonally know o ' � by me or who has produced �Y�fiy��e Hyo% ,E4�vho is ersonally know to identification and who did take an oath. as me or who has produced as NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: Sign: � Sign: Print: Seal: ;� ' FRANCOISMACLEUAN Print: CplJ /t MY COMMISSION6FF923666 Seal: .�yrit�•.,, FAANCo!$ s EXPIRES:January 31,202o MACLELLAN ��n Public unaelwrNem � SSION FF 923866 ,. EXPIRES JW"31,202D *t ****txsr** a *tst*s rk �•• 9or,dodThmfdnq ,puhva., er y xa�a�*as�ts+sxxuae�rr*��e�ssxgt+s�**t*>kssse*sxx�*�s�x��xs*stxxrsxx**r��xe�x+�r*r��s APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk RICK SCOTT, GOVERNOR KEN LAWSON SE CRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CBC1258618 The BUILDING CONTRACTOR ' n iKI . Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 MACLELLAN,ALEXANDRE FRANCOIS JR - �. ELATE-AMERICAN BUILNC! 1209 NE 96 ST UAW SHORES.. FL"3313$ ; ^ ISSUED: 08/17/2016 � � � DISPLAY AS REQUIRED BY LAWS sEQ# L1608170002268 004044 Local Business Tax Receipt Miami—Dade County, State of Florida THIS IS NOT ABILL-DO NOT PAY \ILBT-I/ 6873021 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES ELITE AMERICAN BUILDERS INC RENEWAL SEPTEMBER 30, 2017 1209 NE 96 ST 7147986 Must be displayed at place of business MIAMI SHORES FL 33138 Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS ELITE AMERICAN BUILDERS INC 196 SUB-GENERAL BLDG CONTRACTOR PAYMENT RECEIVED C/O ALEXANDRE MACLELLON CBC1258618 BY TAX COLLECTOR ro Worker(s) 1 $75.00 08/18/2016 FPPU06-16-022352 This Local Business Tax Receipt only confirms payment of the Local Business Tax The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles—Miami—Dade Code Sec 60-276. For more information,visit www.miamidade.aov/taxcollector DATE ® CERTIFICATE OF LIABILITY INSURANCE 2/24/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CNAME CT Certificate Department W.F. Roemer Insurance Agency, Inc. PHONE 954-731-5566 FAXAfe. 954-731-8438 3775 NW 124 Avenue E-MAIL Coral Springs FL 33065 ADDRESS.certificates®roemer-ins.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:National Builders InsuranceCo. 16632 INSURED ELITE-6 INSURERB:AmenCan Builders Insurance CO 11240 Elite American Builders, Inc. INSURER C: 1209 NE 96 Street Miami Shores FL 33138 INSURER D: INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: 1147075199 REVISION NUMBER: THIS IS TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER M/DD M/DD LIMITS A X COMMERCIAL GENERAL LIABILITY GLP0191680-01 4/6/2016 4/6/2017 EACH OCCURRENCE $1,000,000 DAMAGE TO CLAIMS-MADE 7X OCCUR PREMISES EaEoccurrence) $100,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICYJECT F] LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITY Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ AUTOS NED SCHEDULED BODILY INJURY(Per accident) $ UTOS NON-OWNED PROPER DAMAGE HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION WCV012423304 4/17/2016 7/18/2016 X AND EMPLOYERS'LIABILITY Y/N STATUTEI ER ANFICER/ EMBRIETOR EXCLUDEECUTIVE ❑ N/A E.L.EACH ACCIDENT $1,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) license number of CBC1258618. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NW 2nd Ave. ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 6115!2016 Report Viewer JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW* CONSTRUCTION INDUSTRY EXEMPTION This certifies thatthe individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 6/15/2016 EXPIRATION DATE: 6/15/2018 PERSON: MACLELLAN FRANCOIS FEIN: 900611991 BUSINESS NAME AND ADDRESS: ELITE AMERICAN BUILDERS,INC. 1209 NE 96 STREET MIAMI SHORES FL 33138 SCOPES OF BUSINESS OR TRADE: LICENSED BUILDING CONTRACTOR Paeuad to Chaps 44U.05(14),F.S„an d5car da eorporsom wlo dads mcmippm fran Ods d¢gEa 1�pprg a ceNfieded deatim�r 9de cecpm vm�aydrta remrer benaflia a canpmsapm steer 1Fda .RreuaiRto Clv{Ra 440.05(12).FS.,CatlHcdes delectlm to ba mcempL.appy arAy exam and�OcaPea delec8mto ire l®tenpl shop be sWJedla ravacall�H al��t°Chapta 440.Or�1 .F.S,Notices ddedim to be Oeepersan reined an fhe ropce ar certlpoderolar�a meed tFre arrytlme ager 9iepprgdtlte�cear fhe lsauaroedfhe cerppcate, reqdrettteAs dtltis sectlan far issuaroe da cerpfiads Thadep�tm�tt andl rerdce a DFS-F2-DWC--252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 06-13 QUESTIONS?(650)113-15W HAM://apps8.flc fs.com/crrepwWiewer/reportViewer.aspx?data=kdvponcM7Q3gH6TER6eP1 KMZa/`2fSz5bXKYfBxkrekeESoP\tylv4N POPN42XeirDRGXVW I... 1/2 R�sb ..s. Miami shores V Building Department OR 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 and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signa ` Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this "C day of U 104'�� ,20 . ByGSi�1JIlj �� IC who ' personally known;to me or has produced as identification. Notary: MY fR�AMNM0S3SIa SEAL: EXPIRES:Janury 3t9= 1!lt s.nded Thm nay Puke Wdmvam ELITE AMERICAN BUILDERS, INC. 1209 N.E. 96thStreet MIAMI SHORES, FLORIDA 33138 (305) 240-8177 TELEPHONE t� INEW Date: 3" �" 010 1 State of t a4 County of � 'Ot Before me this day personally appeared -FiaMucok H A-CLe_16.'U who being duly sworn, deposes and says: That he or she will be the only person working on the project located at: Sworn to (or affirmed) and subscribed before me this ! �' day of 20�, by �_ r\ L S l�(�C- C L��c Personally known OR Produced Identification Type of Identification Produced Print,Type or stamp name of otary �IJ1� r �J MONO? rft � n, o 5�2�,ell m mi 3r Fn 9 v, � � m Z 0 , W a W r p �= o � N.E. 704TH STREET Ay m(i ` 18' ASPHAL T PAVEMENT 'S M r 0� 03 '�' $ 12' PARKWAY g W a z00 o, z� r B C. N 89-5424" 87.50 P.&M Mala. 4 S W �M gi ti nPf/2- 460.13' (P.&M.) nP1/2' Q''.';` X2.0' /2„ A `o�; CONC . a, N FIP1 W� _�°° DRIVE. ' SM9G �O cn o � A A is m z = $g 11.94' m �� 21.36' !D '� 21.05' 19.10' 2 m p0 i C 14.05' O �_ n% No CIA, 1 STORY w L zoo, SINGLE IN DE C ILY X—X a,� titE Z ti LOTS LOT 6 � s.er �a20• �` 1304 w � ° �, . m0 BLK. 2 y 1445' BLK. 4 n• l:, 4w5R r• w (nm y N 20.20'cn AC19. f0 0 00vw � � � ® -n D COV.CD wCv (DD m 15.68'4.2 WOOD, o ro o Z �" 28' # .40 .. c p to O w 14.1' 9.01 N D LOT 7 0BLK. 2 < = 0.30' 0.10' O G :00 . .• • • • • • .d... X—X--X—X—X—X—X— X--X�X / •N � : • : :•: •- _F • ••At 24" X75P. •.• � Z# . NOT INCLUDED J _ r MlAM15KOR;.5 SECTIMI 8 REVISED 31-41 : ':' .. � Q • • . . . • • • 9� 171 III-' • • • • • • • � Surveyor's Legend PROPERTY UNE STRUCTURE FND FOUND IRON PIPE B.R. BEARING REFERENCE TEL. TELEPHONE FACILITIES / CONIC. BLOCK WALL PIN AS NOTED ON PLAT CENTRAL ANGLE OR DELTA U.P. UTILITY POLE —X—X— CHAIN-LINK FENCE OR WIRE FENCE LB/ LICENSE 9 - BUSINESS R RADIUS OR RADIAL E.U.B. ELECTRIC UTILITY BOX —>i--sr— WOOD FENCE LS/ LICENSE / - SURVEYOR RAD. RADIAL TIE SEP. SEPTIC TANK --o----a,--- IRON FENCE CALL CALCULATED POINT N.R. NON RADIAL D.F. DRAINFIELO EASEMENT SET SET PIN TYP. TYPICAL A/C AIR CONDITIONER — - CENTER LINE A CONTROL POINT I.R. IRON ROD S/W SIDEWALK WOOD DECK 0 CONCRETE MONUMENT I.P. IRON PIPE OWY DRIVEWAY � 0 BENCHMARK Nk0 NAIL a DISK SCR, SCREEN C011G66% ELEV ELEVATION PK NAIL PARKER-KALON NAIL GAR GARAGE ••• • ••••• • • P.T. POINT OF TANGENCY D.H. DRILL HOLE ENCL ENCLOSURE ASPHALT • •• ••. 0 •••• P.C. POINT OF CURVATURE �� WELL N.T.S. NOT TO SCALE Bftt / RLE 960000 P.R.M. PERMANENT REFERENCE MONUMENT �* FIRE HYDRANT F.F. FINNISHED FLOOR • • P.C.C. POINT OF COMPOUND CURVATURE TOP OF BANK •••••• ® M.H. MANHOLE T.O.B. WATER •• P.R.C. POINT OF REVERSE CURVATUREDGE OF WATER 00006 • • • 66666• O.H.L.OHOVERHEAD ONES E.O.W. •_ APPR!!OXIMETE EDGE &GAVER P.O.B. POINT OF BEGINNING TY TRANSFORMER E,O,P EDGE OF PAVEMENT "see •••• _ 0000 •••••• P.O.C. POINT OF COMMENCEMENT CONCRETE VALLEY GUTTER •'•-••-Tl-•-_' C01fEGFQ•AREA -- ------ =- •• •• P.C.P. PERMANENT CONTROL POINT • W.Y. WATER METER B.S.L. BUILDING SETBACK LINE • • 0000•• ••••l i TREE • • • M FIELD MEASURED P/E POOL EQUIPMENT S.T.L. SURVEY TIE LINE • P PLATTED MEASUREMENT �•• 00 •�L�•�LE • CONC. CONCRETE SLAB CENTER LINE � • •CATCJI,B SIN • • D DEED ESMi EASEMENT R/Ty RIGHT-OF-WAY • •• C.U.E. :G0%NTY UTILITY EASEMENY C CALCULATED D.E. DRAINAGE EASEMENYP.U.E. PUBLIC UTILITY EASEMENT LE./EA. INGRESS / EGRESS EASEMENT L.M.L. LAKE OR LANDSCAPE MAINT. ESMT LB E LANDSCAPE BUFFER EASEMENTC.N.E CANAL MAINTENANCE EASEMENT U.E, UTILITY EASEMENT R.O.L. ROOF OVERHANG EASEMENT L.A.E. LIMITED ACCESS EASEMENSANCHOR EASEMENT A.E. Property Address: General Notes: 1.)The Legal Description used to perform this survey was supplied by others. 1304 N.E. 104 Street This survey does not determine or is not to imply ownership Miami Shores, FLORIDA 33138 2•)This survey only shows above ground improvements. Underground utilities,footings,or encroachments are not located on this survey map Flood Information' 3.)If there is a septic tank,well,or drain field on this survey, the location of such items was shown to us by others and the information was not verified. 4.)Examination of the abstract of title will have to be made to determine recorded instruments,If any,effect this prop Community Number: 120652 erty.The lands shown herein were not abstracted for easement or other recorded encumbrances not shown on the pi Panel Number: 12086C306L at Suffix: L 5.)Wall ties are done to the face of the wall. 6.)Fence ownership is not determined. Date of Firm Index: 09/11/2009 7.)Bearings referenced to line noted B.R Flood Zone'. AE 8.)Dimensions shown are platted and measured unless otherwise shown. Base FloodElevation' 8 9•)No identification found on properly comers unless noted. 10.)Not valid unless sealed with the signing surveyors embossed seal. Date of Field Work: 02/07/2017 11.)Boundary survey means a drawing and/or graphic representation of the survey work performed in the field,coul Date of Completion' 02/14/2017 d be drawn at a shown scale and/or not to scale 12.)Elevations if shown are based upon NGVD 1929 unless otherwise noted 13.)This is a BOUNDARY SURVEY unless otherwise noted. 14.)This survey is exclusive for the use of the parties to whom it is certified.The certifications do not extend to any u nnamed parties. 15.)This survey shall not be used for construction/permitting purposes without written consent from the land surveyor who has signed and sealed this survey. Legal Description: Lot 7,of Block 2,of RIVER BAY PARK, according to the plat thereof,as recorded in Plat Book 41, Page 55,of the public records of Miami-Dade County, FLORIDA Printing Instructions: Certified To: While viewing the survey in any PDF Reader,select the File Linda and Joseph Schwartz Drop-down and select°Print".Select a color printer, if available; Self or at least one with 8.5"x 14"(legal)paper. its successors and/or assigns as their interest may appear. Select ALL for Print Range,and the#of copies you would like to print out. Under the"Page Scaling"please make sure you have selected "None". Please copy below for policy preparation purposes only: Do not check the"Auto-rotate and Center"box. This policy does not insure against loss or damage by reason of the following Check the"Choose Paper size by PDF"checkbox,then click OK exceptions:Any rights,easements,interests,or claims which may exist by reason to print. of,or reflected by,the following facts shown on the survey prepared by_ EFRAIN LOPEZ dated 02/14/2017 bearing,lob#B-24581 a. FENCES ENCROACH OVER SOUTH LOT LINE. M.E. Land Surveying, Inc. A 10665 SW 190th Street, Suite 3110 Miami, FL 33157 ME LAND Phone: (305)740-3319 _ME LAND s, Fax: (305)669-3190 LB#: 7989 Survev#:B-24581 Client File#: Pave 2 of 2 Not valid without all naves U.S.'DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company and(3)building owner. SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: Linda and Joseph Schwartz A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Company NAJC'M8 rber: Box No. "'� •��'• 1304 N.E. 104 Street •••.0. ". '. •• City State ZfP La'd'e Miami Shores FLORIDA 3'�� 8 Goes*:o•••• .. ' A3. Property Description(Lot and Block numbers,Tax Parcel Number, Legal Description,etc.) "" • •• ' Lot Number:7 Block Number:2 ••• • A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,Etc.) Residential •••••' •• A5. Lattitude/Longitude:Lat. N 25°52'14.67 Long. W 80°10'14.08 Horizontal Datum: [I.NAD 19Q7 XX NAE: 983: A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance •0 A7. Building Diagram number 8 A8. For a building with a crawlspace or enclosure(s): a)Square footage of crawlspace or enclosure(s) 2309 Sq. Ft. b)No.of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 14 c)Total net area of flood openings in A8.b 2432 Sq.in. d)Engineered flood openings? ❑Yes X❑No A9. For a building with an attached garage: a)Square footage of attached garage N/A Sq. Ft. b)No.of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c)Total net area of flood openings in A9.b N/A Sq. In. d)Engineered flood openings? ❑Yes X❑No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State 120652 Miami-Dade County FLORIDA B4. Map/Panel B5. Suffix I B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood elevation(s) Number Date Effective/Revised (Zone AO,use base flood Date depth) 12086C306L L 09/11/2009 09/11/2009 AE 8 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in item 69: ❑FIS Profile ❑X FIRM ❑Community Determined ❑Other(Describe) B11. Indicate elevation datum used for BFE in Item 139: ❑X NGVD 1929 ❑NAVD 1988 []Other(Describe) B12. Is the building locaed in a Costal Barrier Resources System(CBRS)area or Otherwise protected Area(OPA)? ❑Yes [g]No Designation Date N/A ❑CBRS ❑OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 r OMB No. 1660-0008 ' ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1304 N.E. 104 Street City State ZIP Code Company NAIC Number: Miami Shores FLORIDA 33138 SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑Construction Drawings` ❑Building Under Construction* ❑X Finished Construction • �A neyl Etauetion Certificate will be required when construction of the building is complete. o92. Elevation's'-'Zones A%A30r AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,ARAE,AR/A1-A30,AR/AH,ARIAO. •..Complete items C21-h 158low according to the building diagram specified in item A7.IN Puerto Rico only,enter meters. • .Benchmgrk Utilized:*%*••�� V26-RA ELE: 17.23 Vertical Datum: NGVD 1929 •Indicate elevation daUn4ised for the elevations in items a)through h)below. •• X GVD 1929• NAVD 1988 ••��• ❑'N Q ❑Other/Source: 6666 •99969 • ••••Datum us�ti9for buittogg plevations must be the same as that used for the BFE. • *.6969 Check the measurement used. • ""a)Top; hntom floor(Including basement,crawlspace,or enclosure floor) 6 85 0 feet ❑meters "•; b)Top of tithe next bigbestMoor 8 80X❑feet ❑meters • .ho. c)Bottom of the lowest rizontal structural member(V Zones only) N/A E]feet E]meters d)Attached Garage(top of slab) N/A ❑feet ❑meters e)Lowest elevation of machinery or equipment servicing the building 6 90 X❑feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 6 30X❑feet ❑meters g)Highest adjacent(finished)grade next to building(HAG) 6 85 ❑X feet ❑meters h)Lowest adjacent grade at lowest elevation of deck or stairs including N/A ❑feet ❑meters structural support SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available.I understand that any false statement may be punishable by fine or imprisonment under 17 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor?❑Yes X❑No Check here if attachments. Certifier's Name License number EFRAIN LOPEZ 6792 Titles tpe f4 r.��•� PROFESSIONAL SURVEYOR&MAPPER "o. 7 Company Name ME LAND SURVEYING STAT o TATFL,R1 A �f Address •�`•� �'` 10665 SW 190th STREET SUITE 3110 City State ZIP Code MIAMI FL 33157 Signature Date Telephone 02/14/2017 (305)740-3319 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agenticompany,(3)building owner. Comments(including type of equipment and location,per C2(e), if applicable) LATITUDE LONGITUDE PER GOOGLE,ATTACHMENTS=BUILDING PICTURES C2E=AC UNIT FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number: 1304 N.E. 104 Street City State ZIP Code Company NAIC Number: Miami Shores FLORIDA 33138 SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) 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, Band C. For Items E1—E4, use natural grade,if available.Check the measurement used. In Puerto Ricoo�l,enter rrlertg"• E1. Provide elevation information for the following and check the appropriate boxes to show whether 6 elelation is,aboye or below4he highest adjacent grade(HAG)and the lowest adjacent grade(LAG). *::so* • •• a)Top of bottom floor(including basement, ❑feet ❑meters Q10bove or Q below tt*.,yQLx crawlspace,or enclosure)is 0000. :'. '• .AQ ❑ b)Top of bottom floor(including basement, ❑feet meters �'�tSove or '�6�low thg� • •...•• crawlspace,or enclosure)is • • • ...... •• •s •••• E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(�sggjWes 8-9 of instructions),• the next higher floor(elevation C2.b ❑feet ❑meters El above or :ElNow the 1- d 0 in the diagrams)of the building is 0 0000669 E3. Attached garage(top of slab)is ❑feet ❑meters [!I above or O[JabAow the HAG• E4. Top of platform of machinery and/or equipment ❑feet ❑meters ❑above or ❑below the HAG servicing the building is 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 Q Unknown.The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here. The statements in sections A,B,abd E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 r OMB No. 1660-0008 ' ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.; Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1304 N.E. 104 Street City State ZIP Code Company NAIC Number: Miami Shores FLORIDA 33138 SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate. Complete the applicable item(s)and sign below.Check measurement used in .itejg%G8-@18 In.Puerto Rico only,enter meters. • . • •01. p Theinmationin Station C was taken from other documentation that has been signed and sealed by a licensed surveyor, • eng" eer,*or archft4dt'Who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data :"•': in tile*C6otnments area below.) .... • A cewnmunity offlgiaLgdmpleted Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Deep* Z&VA.O. •.s.ss G3.n The IoIlrowing in-044tlbn(Items G4-G10)is provided for community floodplain management purposes. ,q4.:•PermitNumber• •• a G5. Date Permit Issued G6. Date Certificate Of Complicance/Occupancy Issued . • • • see • • • G7.This permit has been issued for. ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement) ❑feet❑meters Datum of the building: G9. BFE or(in Zone AO)depth of flooding at the building ❑feet❑meters Datum site: G10. Community's design flood elevation ❑feet❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1304 N.E. 104 Street City State ZIP Code Company NAIC Number: Miami Shores FLORIDA 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and "Rear View"; and, if required, "Right Side View"and "Left Side View."When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. w w•• �. r �.SYj-., x Ji. www•w• • '! /i•t.� NOW - r t .. • ••www• w �d�� • •www•• Photo One Photo One Caption Front View Is 1t. 4 41: z _ t I Photo Two Photo Two Caption Rear View FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1304 N.E. 104 Street City State ZIP Code Company NAIC Number: Miami Shores FLORIDA 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View"and "Rear View"; and, if required, "Right Side View"and "Left Side View."When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. .� . i • •••w •.•..• • •_."` -K .l. •t . 4 Photo One Photo One Caption Left View Y�r� My� � � �. .✓1wR x .r y i Photo Two Photo Two Caption Right View FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 AD Electrical Services, Inc . ��f�,�:Y ld rT',r(W;�It'M�i.,'CS�'�`:,��:'.�5�� r<r%� si'� t�' '„rp�x�i. ,`�.,.1`.;'3-.i ".w; i�` ;:nF„ Pf1 .'Ht ✓, ;yN �' ✓' .�"a. 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"u ..:'+fi'f �� ,, y� •.u; +fir, r� {S. �f� ' ', �a ,i o-i ''^'a °`7 rr}r:1f n t rlta ^� .+ � ,p'w^44'p��' t � �i s•v6<,'s' f. :•:r;( ! 'x'", '.2. }.r } y / d 1' rr u� '?C Ll - N). ,:... a ... e.,.-,1, ..,..• ..z .,,.:};.:;,.r.,,:.�.e,.., �^...>s.., .,.,:�ir'i;..,. ,'.`.•n '•}� .,�: `:.'i:: ,..v.^:,-"s' i•,1!=`., w;. ` d - b d � b 1 T �►�Rom CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDWYYYY) 03/15/2017 THIS CER`T'IFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDEP- IMPO TANT:It the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER GONTAO NAME Sarai Medina Emmanuel Insurance S ASsaciates,Inc. p AK C Ne : (305)693.0003 Fare Nal-, (305)691.4381 .2370 E 8TH AVE A Mme, joeiCemmanuelinsuranoe.Com DDRE INSUR S)AFFORDING COVERAGE NAIL i HIALEAH FL 330134236 INSURER A: Associated Industrlas Insurance Company,Inc. 23140 INSURED INSURORB: TRAVELERS PROPERTY CASUALTY COMPANY AD ELECTRICAL SERVICES,INC. INSURER C: William M.Domingu®s INSURaRRD: 104A2 SW 129TH PL INSURER E: MIAMI FL 33186.3548 INSURER P; COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS ES TO CEfMPY THAT 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,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OFlNSURANCE POUCY NUMBER ryUp LILYLIMITS COMMERCIAL QNNRRAL LIABILITY EACH OCCURRENCE S 1.000.000.00 CLAIMS-MADE CK OCCUR PRMW4 Wa aRw $ 100,000.00 MED qp one $ 5,000.00 0 1-660.46249219^TIL-16 09/25/2016 09129/2017 PERSONAL&ADV INJURY $ 1,000,000.00 GEM.AGGREGATE UMiT APPLIES PER: QF NGRAL AGGREGATE $ 2,000,000.00 P9POLICY❑PRO- � 2 000 000.00 JECT LOC PRODUCTS-COMP/OP AGG $ > , OTHER $ AUTOMOBILES LIABILITY SAFNOLE g ANY AUTO BODILY INJURY(Per osteon)AL $ AUTO AUTOSULED BODILY INJURY(Per acGden) 3 HIRED AUTOS W)N-OWNED PERTY DAMAGIM $ AUTOS guide S UMBRELLA LIAS OCCUR EACH OCCURRENCE g 4CWS LIAB CLAIMS-MADE AGGREGATE $ 0:6D I I RETEINTIONS $ WORKERS COMPENSATION AND E MPLOYERV LIAR WY YIN STATUT ER A ANY PROPRIETORIPARTNp3/I=j(EOUTIVE E.LEACHACGDENT g 1,000,000.00 OFFiCERlM1"M R W=U7ED7 N/A AWC107942& 03/06!2017 03/46/2018 EL DISEASE-FA EIdPL4Y S +�.�� (Mandatory In NH) M e,dgeaibe under D IPTION or oPERATIONS below EL DISEASE--POLICY LIMIT $ 1.000,000.00 DESCRIPTION OF OPERATIONS I LOCATIONS I VENICLES(ACORD 107.AddIdanal Remarks Schedule,dreg po at=aftCd If more space is nqulred) Electrical Contractor. CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 NE 2nd Ave. SHOULD ANY OF THE ABOVI:DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shares,FL.33138 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE VM THE POLICY PROVISIONS, AUTHOROM REPRESENTATIVE •_ _ ®1858 2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014901) The ACORD name and logo are registered marks of ACORD t CB Engineering Services, INC. 1301 NE 7th Street, Suite 303 Hallandale Beach, FL. 33009 Phone: 954-534-1612 Email: cbbortesAmmail.com To: Miami Shores Building Department 10052 NE 2nd Avenue Miami Shores, FL 33138 Re: Wind Load-Pressure Computation 1304 NE 104 Street Miami Shores, FL sees•• • •• Dear Building Official: sees•• sees 00 0 ...... Pursuant to the request of the owner I, the undersigned have performed a wintspressure analysis eq.- per ASCE 7-10 in order to determine the wind pressures envelope of a new P140M to beXdifd at Mee above mentioned address. Attached are the calculation results using the Me.*c.*;%fl;d Pro x2.2.7.0 per ASCE 7-10 software. See Page 2 of this report. • . . . . ...... . . .sees. Wind Load-Pressure Computation Results •• • ••• • • Field 14.43 psf and -34.62 psf Perimeter 23.08 psf and -51.93 psf Corner 28.85 psf and -103.86 psf Should you have any questions regarding the above, or if require additional information, please do not hesitate to contact this office. "Engineer seal is valid for pages 1 through 3. Sincerely, CB Engineering Services, INC. (CA#30935) l. Signed by: Constantin Bortes M.S., P.E. (,/''4. `Agvk`S Florida P.E. #77915 I Date: February 20, 2017 Page 1 of 3 CB Engineering Services, INC. 1301 NE 7f" Street, Suite 303 Hallandale Beach, FL. 33009 Phone: 954-534-1612 Email: cbbortesc@-gmaii.com .f MecaW ind Pro ®1.0 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 2/20/2017 Project No. 22017 Company Name CB Engineering Services, INC. Designed By Constantin Bortes Address 1301 NE 7 St. #303 Description Wind load pressure calculation City Hallandale Customer Name Customer State FL Proj Location 1304 NE 104 ST MIAMI SHORES, F 0000 Input Parameters: Directional Procedure Open Building (Ch 27 Part 1) • • •0000• 000000 Basic Wind Speed(V) 175.00 mph 0000 0 •• • •• Structural Category II Exposure Category �••••• 0000 ••••:• Natural Frequency N/A Flexible Structure No • Importance Factor 1.00 Kd Directional Factor = 0.8500000 • • • 0000•• Alpha 9.50 Zg = 900.00•fiti• •• • • • At 0.11 Bt 1.05 • • • • 0000 • •• 00 0 0• Am 0.15 Bm 0.65 • • Cc 0.20 1 500.0t•gt•••• •••• 00000 Epsilon 0.20 Zmin 15.0*0ft•00000 000000 Pitch of Roof 0 : 12 Slope of Roof(Theta) OQ•49G1•• • 00 D: Roof Len along Ridge 9.50 ft L: Horizontal Width 9.0: ft. • • h: Mean Roof Ht 9.00 ft Type of Roof TROUGHED 0000•• • • • • • • • • 0000•• Gust Factor Calculations •• • ••• • • • Gust Factor Category I Rigid Structures - Simplified Method ••: Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.96 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Wind Pressure on Components and Cladding (Ch 30 Part 5) . L F r AJOIN lot TroqAed Root All pressures shown are based upon ASD Design, with a Load Fdctor of 0.6 Width of Pressure Coefficient Zone "a" _ 3.00 ft Page 2 of 3 CB Engineering Services, INC. 1301 NE 7th Street, Suite 303 Hallandale Beach, FL. 33009 Phone: 954-534-1612 Email: cbbortes -gmail.com Description Width Span Area Zone Cn Cn Max P Min P ft ft ft^2 Max Min psf psf ----------------------------------------------------------------------- Roof Field Area 3.00 3.00 9.0 1 0.50 -1.20 14.43 -34.62 Roof Perimeter Area 3.00 3.00 9.0 2 0.80 -1.80 23.08 -51.93 Roof Corners Area 3.00 3.00 9.0 3 1.00 -3.60 28.85 -103.86 0000 GENERAL NOTES: 9 • 0000 0.0 0 0• 1. For Situations that require Kd=1.0,table values listed below are under-designed.Please verify Kd requireswAts kh localinu*ipality. 0• 2. This specification is intended to illustrate design wind pressures as listed. 000000 : •••0 •••0• 3. Use of these tables and corresponding wind velocity,exposure, and other coefficients listed herein shall beedictated and verified by the governing building department and permit holder.No warranty for applicability of table value use is offerecrherein* • ;0 0 0 0; 4. This specification is not intended to offer any product approved certification.Please refer to any separat,11§'rtd*ed t4 bptefij and other 0 approvals for design& installation information and applicability of these table values which is to be verifM"others to accerdance wMw•• governing codes. 000000 0000 ••i••0 5. Please adhere to all local impact protection system ordinances. 960666 0 0;• 0 0 0 0.0 6. No certification is offered for the integrity of the host structure. • 7. Except as expressly provided herein,no additional certifications or affirmations are intended. :••0.0 • •0 8. The Component table was produced based on information(such as openings sizes and locations of openings)su�plied to Ys4j:tbe Client.'•••• • • • • • THIS DOCUMENT IS THE PROPERTY OF CB ENGINEERING SERVICES,INC.AND SHALL NOT BE REPR®DUCED INWHOL&OR PkY 0•i WITHOUT THE WRITTEN CONSENT OF UNDERSIGNED.ALTERATIONS,ADDITIONS, OR OTHER MARKINGS TO THIS'DDCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. Page 3 of 3 r CB Engineering Services,INC. 1301 NE 7th Street,Suite 303,Hallandale Beach,FL.33009 Phone:954-534-1612 Email:cbbortes@gmail.com JOB ADDRESS: 1304 NE 104 STREET,MIAMI SHORES,FL DESIGN PRESSURE INPUT Clear Span= 9.5 ft (From Host to Carry Beam) Over-Hang Width= 1.0 It (From Carry Beam to Edge of Roof Panel) Number of Posts= 2 Post Spacing= 9.5 ft (Center-to-Center Spacing) Components and Cladding Positive Negative Roof Field= 14.43 PSF 34.62 PSF Roof Perimeter= 23.08 PSF 51.93 PSF Roof Comer= 28.05 PSF 103.86 PSF •••• Y • Weight of structure •••• •• • •• 5.00 PSF • • • 0 ••0r00 • •r 0000•• PERGOLA CONNECTION TO POST-ACORNERS 000000 • • r Maximum Uplift Per Post= 72 lbs 0000 •0 • 0••• Maximum Compression Per Post= 24 lbs • • • • • Capacity of bolted attachment 470 lbs 112"thru-bolt 0000 • •• 0000• 0 • Quantity 4 00:00: :••• 000.0 Total uplift resistance: 1880 lbs 0• 00 0 0•• 0 0 0 0.0 Total uplift required: 72 lbs 0 OK ATTACHMENT APPROVED • • • • 090000 •000•• PERGOLA MEMBER REACTIONS • 0 r ••0••• Footing Dimensions: W1= 16 in 00 W2= 16 in D=24 in CHECK SOIL BEARING PRESSURE FOR FOOTING Footing Dimensions: W1=16 in W2=16 in D=30 in 24 Ib Max Axial Gravity Load in Column + 667 Ib Weight of Footing(16"x 16"x 30"pad footer) 690 Ib Total Load on Soil(gravity load+footing weight) 0.0 kip-in Total Moment in Footing(column is assumed to be centered in footer) 2000 psf Min Soil Bearing Pressure(to be verified by General Contractor) 388.2 psf footing pressure at heel(along dimension"WV) —P`°'° + 6M — 388.2 psf footing pressure at toe(along dimension"W 1") q1_ B L B' L Max bearing pressure on soil=388.2 psf OK soil allowable bearina pressure(2000 psf)not exceeded at critical footing UPLIFT RESISTANCE FOR FOOTING Footing Dimensions: W1=16 in W2= 16 in D=30 in Slab Trib Dimensions: S1=0 in S2=0 in Thk=0 in P° 150 pcf Footing Concrete Density Ps 0 pcf Slab Material Density P 71.9 Ib Uplift load at column M 0.0 kip-in Overturning moment at column d 9.5 ft Column separation(perp to structure face) Conc Footing Weight=667 Ib Conc Slab Weight=0 Ib Total Uplift Load=(P+M/d)= 72 Ib Total Gravity Weight=667 Ib 9.2769434 OK.factor of safety FOS=9.28>1.5 Page 1 r JOISTS CONNECTION TO PERGOLA FRAME Clear Span= 9.5 It (From Host to Carry Beam) Joists Spacing= 1.3 It (From Carry Beam to Edge of Roof Panel) Number of Posts= 2 Post Spacing= 9.5 It (Center-to-Center Spacing) Maximum Uplift Per Joist End= 623 lbs Maximum Compression Per Joist= 192 lbs Capacity of nailed Simpson strap(see table) 665 lbs Simpson LTS16 Quantity. 2 Total uplift resistance: 1330 lbs Total uplift required: 623 lbs OK ATTACHMENT APPROVED •••• s • • • 0000 000090 "Engineer seal is valid for pages 1 through 2.See attached drawing for information not shown herein" ^ •••• • • • Sincerely, 0000•• CB Engineering Services,INC. ••••o• • (CA#30935) 0000•• 0•• 0 / :000*: Signed by Constantin Bortes M.S.,P.E. • •••• • •• ••••r Florida P.E.#77915 • • Date:February 20,2017 0000•• ••�• 0000• •• •• 0000 s••••• fastenersOFISP Allowable "' SPF/HF Allowable •••••• •• modelUplift Loads Uplift Loads • • • • _ _ • • • • 0000•• 0000•• No. L _. ..,.. 1011 10dx1Yz 104 104x11, • • • 104 1001% • • • • • (1011) Olt (160} (160) •••••• •• ••• • • • LTS12 12 1210d 1210dx1 rz 775 720 665 620 •• LT_S16 �16 12.10d 12-10dxlh [.,775 720665 620 LTS18 1 12-144 12-1Qdx1h775 720 665 620 LTS20 2�0 121041t21t1dx1 775 72tI S65 620 ..._ .. .._„ ........ ..............M. . Page 2 N. 104 TREES • aZ � w ■ p fi w_ WC t+.V 8 �e'�—®-� �vW� - Bp BY zip-O�i'ac�io � W - f! ' +4 SPHAL A � j4��' ZONING DEPT DATE iEpo I Mia ONE �zivicw950 �oz 12' PARKWAY BLDG DEpT � 112 a8��j= w� z / c3 � .8 ogo tz �z— • z V. AL N 89"58I _- p CChIP Ems. F b & rr1b 2 szo�8 _ — _., RAL q 8 t w lP0 °2® " 13, . PIfd'� � '$�. - - --,5 AI`!D REGULATIONS r� s�ln�acmi so� �81 ,�+ �v i �C + • LAT10P1S REV: BY: DATE: AV 11,94"94" --, " E 2017 Z E-' `o 1 14,05" W I � '. -� Q . .... .. ..... 7 STOREJ 200" SINGLE FA M.IL Y X—XIC as • ' ' (a RESMENCE 41 0 .� ■ BLS■ rx w cn ��qq� .gyp n ..... A. � w r, Zy� I.�j r, lyD -� W 0 0130p fassDECK sC " ■ ` 4.2 � :� r''�"a PROPOSED PERGOLA rt � 14. 91��' LOCATION LOT 7 W 3 d I I i l om �0P. C) J JP 112- c XT RP-112'" p N -89"5424--t sy.6 -ps•Lim.) � T i, T INCLUDED iA EC �t �a � � spy FL P.E.Na.: 77915 a� FEBRUARY 20, 2017 SHEET 1 OF 3 NOTES: %RgeR9oigggq%g X01THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED&ALL WORK SHALL BE IN EXCAVATION: „ „ z o 3 w w m�?E � 6 X 6 P.T.WOOD POST INTO a - ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE 2014 FLORIDA EXCAVATIONS NEAR ADJACENT FOOTINGS AND FOUNDATIONS WELL COMPACTED TERMITE TREATED � z� `�F� RA-in s BUILDING CODE.DESIGN FORCES PER ASCE 7-10, V=175 mph(3 SECOND GUST), SHALL NOT REMOVE LATERAL SUPPORT WITHOUT FIRST ' ? EXPOSURE'C',RISK CATEGORY II SOIL WITH 2,500 PSI REDI-MIX TYPE a y M a z w n w� e UNDERPINNING OR PROTECTING THE THE FOOTING OR CONCRETE 16" x 16" x 30" ' �_ ZB ur WIND PRESSURES POSITIVE 28.85 PSF AND NEGATIVE PRESSURE OF 103.86 PSF FOUNDATION AGAINST SETTLEMENT OR LATERAL FOOTER , Z -9" vii THESE PLANS CERTIFY THE STRUCTURAL ADEQUACY OF THE PROPOSED SYSTEM IN TRANSLATION. (2) #5 x 14" REBAR z w��{y w Q FILL TO BE PLACED OVER THE NATURAL GROUND TO ARCHIVE Iq iEbg z ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE BUILDING CODE THROUGH 6"x 6° k3 Q THE FINISH PAD ELEVATION. �� ONLY.WE OFFER NO CERTIFICATION NOR REVIEW THAT THE PROPOSED UNITS MIN 12 POST TO PREVENT o a$'j o 0 a m o w o w MEET ANY EGRESS REQUIREMENTS.ALL EGRESS ISSUES ARE TO BE ADDRESSED FOOTINGS: UPLIFT E.W. P��gio~acoiz�� v�fo z z BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL. ALL FOOTING DESIGNED TO BEAR ON COMPACTED SOIL, WITH .•••�°�' ,,;+::••••• .v , ''•':t' ',.', •,'.y�' _z A MINIMUM SOIL BEARING PRESSURE OF 2,000 PSF AND ,.'-••;.• •<.,;+ . , .•:�. •N :�• •;•:,.:•. a SHOULD ANY SPECIFIC CONDITION DIFFER FROM THAT SPECIFIED HEREIN,OR ,:+ •: =':'a`• G " N y !i 8 ' LATERAL BEARING PRESSURE BELOW NATURAL GRADE OF 150 :°• m w o STANDARD FIELD CONDITIONS ADDITIONAL SPECIFIC ENGINEERING MAY BE PSF. SHOULD OTHER CONDITIONS OR MATERIALS BE v ° w REQUIRED AS DETERMINED BY THE BUILDING INSPECTOR AND PERMITTING v z c m m G a v o a z S z ENCOUNTERED THE ENGINEER OF RECORD MUST BE NOTIFIED. CONTRACTOR. CARE SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF APPROVAL OF SITE CONDITIONS BY OTHERS. SURROUNDING ° REV: BY: j DATE: THIS DETAIL.THE INSTALLATION OF ANY ACCESSORIES THAT DO NOT AFFECT THESOIL TO BE COMPACTED TO 98%OF THE DRY DENSITY AT THE p d v• ° STRUCTURAL INTEGRITY OF THE STRUCTURE ARE OUTSIDE THE SCOPE OF THIS OPTIMUM WATER CONTENT. M kD / .,• d' / / (2)#S BARS CERTIFICATION AND ARE NOT REQUIRED TO BE CERTIFIED UNDER THIS CONCRETE: a � CONTINUOUS, NA STRUCTURAL DRAWING. THEY MAY BE INSTALLED AS DESIRED PER MFR. / ° ° CENTERED SPECIFICATIONS. CONCRETE FOOTING SHALL BE DESIGNED TO REACH A O �Y ��r / ;� rn p LUMBER: MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI IN 7 DAYS 6-MILL VAPOR �j c a WITH A MAX WATER-CEMENT RATIO OF 0.4. ALL CONCRETE '� / ° BARRIER F'+ CrJ LUMBER SHALL BE A MINIMUM OF PRESSURE TREATED#Z SYP OR BETTER WITH 2 W t/] 0 SHALL CONTAIN MINIMUM OF 0.1% FIBERMESH PER CUBIC ALL AROUND `'-4 • WITH A MINIMUM FIBER STRESS OR 1,100 PSI IN BENDING.WOOD IN CONTACT \ W co YARD. ALL MIXING, TRANSPORTING, PLACING, & CURING OF FOOTING H • • •••••• WITH CONCRETE OR MASONRY,AND AT OTHER LOCATIONS AS SHOWN ON CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318. NO acel • [�•• • • STRUCTURAL DRAWINGS,SHALL BE PROTECTED WITH 30#FELT(U.N.O.)OR ADMIXTURES ARE TO BE USED WITHOUT THE WRITTEN �� /�� ,/� �� 2 000 PSF SOIL W � PRESSURE TREATED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE APPROVAL OF THE ABOVE-SIGNED ENGINEER. CONCRETE ' BUILDING CODE AND AMERICAN WOOD PROTECTION ASSOCIATION(AWPA U1) SHALL BE TYPE 1 PORTLAND CEMENT MEETING THE �� Q CAPACITY Q •••• • Gd • • 16 S VERIFIED BY �.U3. BOOK OF STANDARDS". MEMBER SIZE SHOWN ARE NOMINAL UNLESS NOTED REQUIREMENT'S OF ASTM C150, AGGREGATES TO MEET ASTM ( C'J•� • • OTHERWISE. C33.POTABLE WATER SHALL BE USED. OTHERS) Q • •�4 ••••- MEMBERS SHALL BE FREE OF CRACKS AND KNOTS. MOISTURE CONTENT SHALL BE �'-+• W A••] ••i••' ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL ai 19%OR LESS. DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY • •••••• ALL METAL CONNECTORS USED IN LOCATIONS EXPOSED TO WEATHER OR IN THE PERMIT HOLDER/CONTRACTOR, et. al. INDEMNIFIES, T I P. FOOTING DETAIL _ •• CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED DEFENDS, &SAVES HARMLESS THIS ENGINEER FOR ALL COST �y • & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES W 4 -4 • � •••••• WITH ZMAX COATING OR BETTER&MEET THE REQUIREMENTS OF ASTM A653. RESULTING FROM MATERIAL FABRICATION, SYSTEM SECTION W O 1.. 'EECTION, & CONSTRUCTION PRACTICES BEYOND THAT n n� 0 •••• FASTENERS: WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES& W ALL BOLTS SHALL BE HOT DIPPED GALVANIZED,OR STAINLESS STEEL&MEET THE FROM DEVIATIONS OF THIS PLAN. REQUIREMENTS OF ASTM A307 GRADE A.WASHERS SHALL BE USED BETWEEN EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO ADDITIONAL WOOD&BOLT HEAD&BETWEEN WOOD&NUT CONFORMING TO FEDERAL Q I Q I Q I CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. � �O �O O O SPECIFICATION FF-W-92 FOR WASHERS.NUTS SHALL BE INSTALLED SUCH THAT W N N N THE END OF THE THREADED ROD OR BOLT IS AT LEAST FLUSH WITH THE TOP OF USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE z I I I NUT, PROPOSED SYSTEM LAYOUT, COMPONENTS SELECTED, AND 3: N N N INSTALLATION REQUIREMENTS. O DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT SHALL REMAIN IN CONFORMANCE CB ENGINEERING SERVICES, INC., SHALL NOT BE HELD W = WITH THE LIMITATIONS OF THIS PLAN.THE CONTRACTOR IS TO VERIFY ALL FIELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR } m INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE DIMENSIONS PRIOR TO INSTALLATION, AND VERIFY THAT PROPOSED FIELD VERIFIED PRIOR TO CONSTRUCTION. CB ENGINEERING DIMENSIONS AND FIELD CONDITIONS AGREE WITH THIS PROPOSED PLAN. USE SERVICES, INC., SHALL BE NOTIFIED AND GIVEN AN W O 3 W OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE PROPOSED SYSTEM OPPORTUNITY TO RE-EVALUATE OUR WORK UPON DISCOVERY LAYOUT, COMPONENTS SELECTED, AND INSTALLATION. THESE DRAWINGS ARE OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION J W m �m m NOT INTENDED TO BE USED AS FABRICATION OR SHOP DRAWINGS. OF EXISTING FIELD CONDITIONS AND FABRICATION AND U C3 U O U I U INSTALLATION OF MATERIALS. r SEAL r?'' ' FL P.E.No.: 77915 — FEBRUARY 20, 2017 SHEET 20F3 EE3g�w 0K Z t�Oa v} ��zp_ wmXc�Rj6x ay ag IMMIX o- CK 2"X4" P.T. WOOD BRACING ATTACHED Uz3�wo �oo }� U w WITH (2)16d SS SCREWS STAGGERED qrn F o (T�'P) �s 3� �► Z$ a A _z� 3�zpowaWoz � NEW SIMPSON pp,� �o z o�z � y LTS16 W/12-10da-it C1 'Qa �js 19� (4) II " TWISTED STRAP AT c cTS og o my 6X6 PT No. Z EACH SIDE OF BEAM I U3 �O 1 � WOOD POSTS UP CAP 775 LB, FL#10456.31 a� mo wm �o �wm w _t ,I c�z_ m�ac� cF-az�nzz r4 REV: BY: DATE: E: 2"X8"P.T.WOOD (2)2"X10"P.T. WOOD FASTENED TO NA THE 6X6 P.T. WOOD BLOCK W/(6) C3 Z �, 01/4"X 3"CORROSION PROTECTED 4 O 6"X6"X16"P.T. SCREWS,(2)ROWS STAGGERED AT F�I [--+ co WOOD BLOCK O.C. 1 1/2"FROM THE EDGE Tti W � f/� 0 co•• 'EJ5 ••••�• "BEAM TO GIRDER" CONNECTION DETAIL Q Osseo*�I ,�' 9'-0° Qui•• .� TOP VIEW I�a1ego 0 w �• a.:..' • i6 s � W Q • • •••••• 11-011 ,I��II d • • SL/ 12.4 e-I 2"X4"P.T. WOOD BRACING ATTACHED WITH(2)16d SS SCREWS STAGGERED li.l LSI^ Li (TYP) I I CE a l a l a l I I Ld ON ON N Z O N N N Ld � m 0 z 0 Z LW—a _ C(4) W V) UpU UjU2"X8"P.T.WOOD SEAL fP�6"X6"P.T. WOOD POST P.T. WOOD CONNECTION DETAIL AT POSTS JeNI FL P.E.NO.: 77915 A ELEVATION VIEW FEBRUARY 20, 2017 `,PPROVED P%-r SHEET 30F3 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... CB Engineering Services, INC. 1301 NE 7th Street,Suite 303, Hallandale Beach, FL. .3009•• ••• ; .; " : Phone:954-534-1612 Email:cbbortes@gmail.com ; ; .' .• **: • •• .. ... .... . . ... . JOB ADDRESS: 1304 NE 104 STREET, MIAMI SHORES, FL .. • • . •• ... •• Other Structures Design Wind Load Calculatdr: : :'0 •0.0 Solid Freestanding Walls and Solid Freestanding Signs (ASCE 7-10,Section 29.4.1) Input Description Value Units Description Exposure Category: C' Upwind exposure based on ground surface roughness Basic Wind Speed, V = .._ .. 175;mph Basic wind speed, in miles per hour h = 7 ft Height to the top of the fence, in feet(distance from ground to top of fence) B 41ft Horizontal dimension of fence, in feet(distance from left side to right side of fence) S=, Tft Vertical dimension of fence, in feet(distance from bottom of sign to top of fence) %Open= ' t� Ratio of openings to gross area ..._..... Cases A&B Kd = 0.85 Cf = 1.54 qh = 56.57 Ib/ft2 G = 0.85 General (openings B/s= 0.57 reduction comprised of s/h= 1.00 factor= 1.00 <30%gross area) pressure= F /surface area = q n GC fA s1A, Logic check = q n GC f E* Pressure —' 4,3I 1blft y ,44.11",I( ft per ASD per ASD Sincerely, CB Engineering Services, INC. (CA#30935) Signed by: Constantin Bortes M.S., P.E. Florida P.E.#77915 Date: February 20, 2017 • CB Engineering Services,INC. 1301 NE 7th Street,Suite 303,Hallandale Beach,FL.33009 Phone:954-534-1612 Email:cbbortes@gmail.com JOB ADDRE 1304 NE 104 STREET,MIAMI SHORES,Fl- Fence LFence Footing Design Based on Chapter 18 of the 2010 FBC INPUT DATA&DESIGN SUMMARY IS FOOTING RESTRAINED @ GRADE LEVEL? (1=YES,0=N0) 0 no P LATERAL FORCE @ CENTER OF POST P= 0.18 k HEIGHT TO CENTER OF POST H= 4 It DIAMETER OF POST FOOTING B= 2.00 It H LATERAL SOIL BEARING CAPACITY S= 0.15 ksf/ft ISOLATED POST FACTOR F= 2 FIRST TRIAL DEPTH =__> D= 3 ft Use 2 ft dia x 2.44 ft deep fooling unrestrained @ ground level D ANALYSIS LATERAL BEARING @ BOTTOM: LATERAL BEARING @ 0/3: FOR NONCONSTRAINED REQUIRD DEPTH: FOR CONSTRAINED 0900 Y • NONCONSTRAINED CONSTRAINED • • •••• ••••:• LATERAL FORCE @ TOP OF POLE P => 0.18 k 0.18 k • 9 • • HEIGHT OF POLE ABOVE GRADE H => 4.0 ft 4.0 ft •• • ••• •• • DIAMETER OF POLE FOOTING B => 2.00 ft 2.00 ft ••e••• • •• •••••• LATERAL SOIL BEARING CAPACITY FS => 0.30 ksf/ft 0.30 ksf/ft • • e • 0••C9• ••090• 1 ST TRIAL TRY D,_> 3.00 ft 3.00 It •••0 •• • ® • LAT SOIL BEARING @ 1/3 D S, _> 0.30 ksf 0.30 ksf • • • • LAT SOIL BEARING @ 1.0 D S3 => 0.90 ksf 0.90 ksf 0 �• 0 • CONSTANT 2.34P/(BS,) A 0.71 - - 0••••• •••• ••••• REQD FOOTING DEPTH RQRD D2.15 ft 1.30 R •••••• ease s••••• • 2ND TRIAL: TRY D2=> 2.57 ft 2.15 ft 0♦•••• • • LAT SOIL BEARING @ 1/3 D S, => 0.25 ksf 0.21 ksf • • • •••• • • • LAT SOIL BEARING @ 1.0 D % => 0.77 ksf 0.65 ksf • • 000000 CONSTANT 2.34P/(BS,) A => 0.83 - - • • • ••••0 REQD FOOTING DEPTH RQRD D=> 2.36 ft 1.54 It •®•• a ••• • • • • • 3RD TRIAL: TRY D3=> 2.46 ft 1.85 It •• LAT SOIL BEARING @ 1/3 D S, => 0.24 ksf 0.18 ksf LAT SOIL BEARING @ 1.0 D Ss => 0.74 ksf 0.55 ksf CONSTANT 2.34P/(BS,) A => 0.86 - - REQD FOOTING DEPTH RQRD D=> 2.42 ft 1.66 ft 4TH TRIAL: TRY D4=> 2.44 ft 1.75 It LAT SOIL BEARING @ 1/3 D S, => 0.24 ksf 0.17 ksf LAT SOIL BEARING @ 1.0 D S, => 0.73 ksf 0.53 ksf CONSTANT 2.34P/(BS,) A => 0.87 - - REQD FOOTING DEPTH RQRD D=> 2.43 ft 1.71 It 5TH TRIAL: TRY D5=> 2.44 ft 1.73 ft LAT SOIL BEARING @ 1/3 D S, => 0.24 ksf 0.17 ksf LAT SOIL BEARING @ 1.0 D S3 => 0.73 ksf 0.52 ksf CONSTANT 2.34P/(BS,) A => 0.87 - - REQD FOOTING DEPTH RORD D=> 2.44 It 1.72 ft Sincerely, CB Engineering Services,INC. (CA#30935) Signed by:Constantin Bortes M.S.,P.E. Florida P.E.#77915 Date:February 20,2017 U'mF F N�47pWm� TN N. E. 104 TH S TREES U7z�.z6 A 0.0m jjxmlj�.�8 s' a , -Olo o Z S o8��i�ovS��111geze�� -- weg b �' - - d�t�P ' LP , � d �1 J 381 L nP'1 e REV: BY: DATE: Dql NA 11.94' 1 PROPOSED 3 FEET z w co 21.36' =� .1a2;.tom` �� 9. o � "-I • � •� ...;. (A HIGH FENCE FROM . . .x .• 14,05° WOODEN DECK P 7 STORY SINGLE y� ELEVATION � `Azoo �. � �' ''•'' 50 RESIDENCE 00 4. BLK 4 its 9 2, Pfjol �a•�tJof � 5t ' j"j• •..•; W1000 th 81. y i_ W r L r T � al QI I P .� 5N p0 5N y .a� y � N N N • , P to o P a. PROPOSED 7 FEET mmo HIGH FENCE FROM Z 3 LIT 7 Wam ` LK TIM GROUND i I i i c o o N ' ' �, 1P ELEVATION " D' X - x —X X 46 T INCLUDED ' STRUCTURAL REVIE .— .- APPROVED L P.E.No.: 77915 ®4w, 14 TEBRUARY 20, 2017 SHEET 1 OF 4 O O V) li F W ScoPE OF x1gifill I- NEW WOOD FENCE AT GRADE Z� W� E� '�° �"� 4"X 4"P.T.WOOD POST INTO `- � ;Kmgo 0� GENERAL NOTES WELL COMPACTED SOIL ��,, 0- WITH 2,500 PSI REDI-MIX TYPE S vizgo2 �W/�• 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE CONCRETE, 024" x 30" �z ?�w�,�'� ��i"�: WITH THE REQUIREMENTS OF THE 5th EDITION OF 2014 FLORIDA BUILDING CODE. FOOTER vi .� v � Ilics 1 9 2. DESIGN BASED ON ASCE 7-10 USING Vun= 175 MPH (3 SEC GUST), EXPOSURE 'C', o 112n zw RISK CATEGORY II, USING THE 'SOLID FREE STANDING WALL'. (Vasa=Vuit*-/0.6) / MIN12", �/� �/ z Fa�Z wawa Zlx Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, G=0.85, B/s= 2.83, Cf=1.38. WIND PRESSURES: (ASD) 44.31 PSF _ 3. THIS FENCE DESIGN TO BE USED AT GROUND SURFACE ONLY, WITH USE LIMITED TO ;�: '�'' � "< ?�` °• ', ��': :� �',' & � i Fuzz DECORATIVE BARRIER PURPOSES ONLY. THIS FENCE IS NOT INTENDED TO MEET "'�?":' mim Tod ow v �idoi�av3c10RU gzz CODES GOVERNING ELEVATED BALCONIES OR STRUCTURAL RAILINGS. ° ° " 4. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE ►ter: er: ons: STRENGTH OF 2,500 PSI U.N.O. CONCRETE FOOTERS SHALL CONTAIN MIN 0.1% ° d FIBER MESH ADMIXTURE PER CY. c ° a A. 30@ FELT S. FOOTER NOTE: FOR HVHZ APPLICATIONS, TOP OF FOOTER SHALL BE 8" BELOW M ° �•• ALL AROUND GRADE. !Y a 6 /� aosrs z 4 6. SURROUNDING SOIL TO BE COMPACTED TO 98% OPTIMUM DENSITY, 2,500 PSF MIN 341 AND SHALL BE CLASSIFIED OR VERIFIED BY OTHERS PRIOR TO CONSTRUCTION PER °a ° \ 6-MILL VAPOR • d co o RIER FBC 1806.2 AND SHALL BE SANDY GRAVEL CLASS ONLY. ALL ROUND ��h! w • 7. ALL DIMENSION LUMBER SHALL BE STRUCTURAL GRADE #2 SOUTHERN YELLOW PINE FOOTING �" • •••:• MEETING APPLICABLE REQUIREMENTS OF THE SOUTHERN PINE INSPECTION BUREAU �`C� U1 E-R (SPIE). WOOD IN CONTACT WITH CONCRETE OR MASONRY AND AT OTHER \�i. i i�i�\�/\�i. ,� , /�/, ; 2,000 PSF SOIL moi• . U ..... LOCATIONS AS SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED WITH 30 X24" TRECAPATED W .... c� W •••�•� # FELT (U.N.O.) OR PRESSURE TREATED IN ACCORDANCE WITH THE APPLICABLE (VERIFIED BY goi.A •�I • '"" ..... PROVISIONS OF THE BUILDING CODE AND AMERICAN WOOD PROTECTION OTHERS) ***eye w ••• ASSOCIATION (AWPA U1) "BOOK OF STANDARDS". MEMBER SIZE SHOWN ARE W NOMINAL UNLESS NOTED OTHERWISE. MEMBERS SHALL BE FREE OF CRACKS AND NOTE: u r. i•••;• KNOTS. MOISTURE CONTENT SHALL BE 19% OR LESS. 1- NOT FOR POOL APPLICATIONS. Z • • • 0. . y...% 8. ALL METAL CONNECTORS USED IN LOCATIONS EXPOSED TO WEATHER OR IN 2- FOR HVHZ APPLICATIONS, 86 CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED TOP OF FOOTER SHALL BE 8" w eg. •••; WITH ZMAX COATING OR BETTER&MEET THE REQUIREMENTS OF ASTM A653. BELOW GRADE. T- • 9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES w w w F- F- HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & w a I a 1 w �N �N �N APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, TYP. FOOTING D ETAI L CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, z I I N &FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. SECTION 0 10. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. _ } m o _w w 0 3 w ul qQ v ( I I I o0 ov �!o Ccs o4le* STRUCTURAL REVIEI/V APPROVE®_ DA / P.E.No.: 77915 FEBRUARY 20, 2017 SHEET 2 OF 4 1X6 P.T. WOOD ON TOP FASTENED6m� W �wou'w i 1X6 P.T. WOOD PLANKS SPACED @ 2 3/4" W/ #10 SSX2" WOOD SCREWS Ido$ N8581?6a . ON BOTH SIDES, FASTENED W/ (2) #10 SS @MAX 12" STAGGERED 1 1/2" �;z X2" @ EACH CONNECTION POINTS FROM EDGES � �, Z86oZB _ Nx ? �}W�QW OO{��••II W 4"x4" z IRA:!. 18 Z F P.T.WOOD I I I I I I I I I I IIII I I I I I I I I I I IIIII I I I I I P8�e�o -tmpl§ZZ IIII I I I I I I I I I I IIIII I I I I I $ oOZ gelg Z0 I I I 1 1 1 1 1 1 I I I I I I I I IIIII I I I I I REV BY: NA DATE: IIII I I I I I I I I I I IIIII I I I I I N 2"X6800 Ua P.T.WOOD I I I I I I I I I I IIIIII I I I I I I I I IIIII I I I I I in o Z w co SILL ON o � � W � � �•� WOOD DECK I I I I I I I I I I IIIIII I I I I I I I I IIIII I I I I I i• � N �: x n ••;;• I I I I I I I I I IIIIII I I I I I I I I IIIII I I I I I � W �.�' � �•� �...:. I I I I I I IIIIII I I I I I I I I IIIII I I I I I 00 Q �'"'• >� • I I I I I I I I IIIIII I I I I I I I I IIIII I I I I I �'•�' '� •••••' I I I I I I I I I I I I I I I I I I I I IIIII I I I I I U �� I I I I I I I I I I I I I I I I I I I I I I I I I I W � � �• � "': DECK ELEVATION �� W� �� a' \ ° ° W N N N ° z I I I X 4 a O N N N 30@ FELT ° ALL AROUND a GROUND o �\ POTS v ELEVATION =-a- } m 6-MILL VAPOR 4°a a 0 \ a BARRIER a a NEW CONCRETE w 2 � !- ALL AROUND FOOTING (fc=2 500 - w m 9 m 'm /FOOTING ' ' ° PSI) ON WELL v I I I I o v o v �v COMPACTED SOIL, �\ \ TERMITE TREATED f / NEW 4"x4" P.T. WOOD POSTS POSTS SPACING SYP GR #2 TYP. TUI_�AL FEV A APPR®1/Ei� n/ FL .E.No.: 77915 T*rf=I GAL WOOD FENCE ELEVATION - UARY 20, 2017 SHEET 3 OF 4 W W O 1X6 P.T. WOOD PLANKS SPACED @ 2 3/4" �zz mgr ON BOTH SIDES FASTENED W 2 #10 SS ya zed o e / � � 1X6 P.T. WOOD ON TOP FASTENED �i�;�-as 0 X2 o W/ #10 SSX2" WOOD SCREWS 13 Z �1�'� Rpm @MAX 12" STAGGERED 1 1/211 zlsjR2j:°w wo z FROM EDGES = oe Z Zza� 211x611 a �o" OZOae P.T.WOOD POSTS SPACED @ MAX. 4 FEET g��.�moo��8'a REV: BY: DATE: 411x4" - - - P.T.WOOD I I I I I I I rill, a11 Zw � �, � o 2 x6 I I I I I I I I I �,. ,•, P.T.WOOD I I I I I I I I I o W .� ••:;. SILL ON I I I I I I I i t A o ;...•; WOOD DECK I I I I I I I I I M �, 24 � • DECK I I I I I I I I I Z ELEVATION I I I I I I I I w o �' w ► •••� I I I i t I I w � � � •••: wrwrw^ L Wo 00 00 N N N Z N N N 0 T''P I C:AL WOOD FENCE ELEVATION w m m a Z Z w w `—' 3 �` Nit U I I I I DU DU j mo5��y,oWmW T CJ's • T TREE Cie xozoiiWawc Z za TLS" PAftKW'AY �� e��oA In C. N 895474" E 87.5 _ r ►off `r:' -.�.T--.. ti-TI.._.��..._. - --- W PF FOP f12 4660, .11(PB r4pe,/2" Ell •� �' ��a �' - _ _ REV: BY: DATE DR —x—x3: CO'NC •.+�• I+ u ••••� 14,05' ..:..• P STORY '�'CLE FAMILYtea Z � �� w •� � .... �; Po RESIDENCE � L O T I RI VE u O W _ Ls , - - �' 2a o ��.�� ° I A�� A- 9Ls, W co N � �N g �, ; WOODEN DECu z I I I WOOD 4�2 DECKREPLACEMENT o N N N z z c� 3 1 LOT 7 co wm wool 0 >0 X—X—,X�—X—X—X—X—X x XT �2,vtq- NOT INCLUDED l � b P 'i � ►�� l + FL P.E.No.: 77915 FEBRUARY 20, 2017 SHEET 1 OF 8 �F7Smp0��`�r�FOWmCW9 CCil K W C�WOO aLn� 8�a� oz M 20 -2 3/8" zbt+J�N"ZQo O � ZtWWF+� 's ceoZZEoUEzO�wN iE MAIN COV aaNt Z�Zo a of 8 HOUSE 9'-3 5/8" LREV: BY: DATE: Vt �.CY]• � 0 •. -V-5" • W G� • � � � ..... V-5" A Yj• �� co .�. 51/2 ••• Z„ BENCH W Q mg M . .... s i/z WOOD : w � • A0044 • bo DECK w �. ...• to in p a w : co �1 6 SPA TO BE REMOVED, THE DECK TO BE N 000 0N BUILT A FIRE PIT BY OWNER w PREFERENCE TO BE INSTALLED N N N 0 AT APROX. SAME LOCATION O ' o W � M L m j m - m Z Z W W 2 �' i-i BENCH 11'- 1 1/8" 1 1 1 1 0 0 0 >0 7v rAF .._ , 6„ �,� - 00 6" 910 mr, Ln WE --- - M FL P.E.No.: 77915 EXISTING WOOD DECK LAYOUT FEBRUARY 20, 2017 14'-1 3/16" 9'-0" SHEET 20F8 NOTE: oD 7 WHERE CONCRETE SLAB IS 2W $g e. t o? e 7 • PRESENT POSTS MAY BE z-. 5� ■ ANCHORED WITH �a . w2ma _ F5 0�W Bigg a 5'-0"-----T-0"----T-0"--1 4'-8 3/8' _ y_a38 mwa,� •'Ea zlzz -zsyoWaWo o W MAIN o SIMPSON STRONG-TIE P80 18z � ZZZ ABW66Z (THE 1/2" ANCHOR Z oBZlzgorjtwA§-_ HOUSE TO BE EPDXY EMBEDDED MIN �la � �NZgae ■ ■ ■ - - - ZD 6", USE HILTI HIT-HY 150) m m i5 �w _ n�ozmmaa oraAM., 11 FASTENED W/ GALVANIZED (12) 10d NAILS BY: DATE In 2 - -t-4'-10 13/16"-J---4'-10 3/4" •••• • 7 ZDeo Z • . Tom" .... W2, 00 Vl v • E•,,00 � x .... P v ••• ' 'y':' +. _ ,t«f3 1i S1�I WWW • • •�•1tD • P9 • ••• T-6 13/16" r+ ° , �' ' C> A O Tr 1'-9 3/16"J _ iso Qo 0o ED P7 w N N N z I I I N N N 4'-2 3/8"----T-2 3/8"--fi---T-0" 5'-0"--+3'-2 3/8"f- `n 1 O ■ ■ ■ ■1'-3 5/8" 3 = m m m o ;o USE CONCRETE PIER BLOCK WITH z 0 3 Mmi1 METAL BRACKET W F w v I I I I oc ocmi >°c�° Ln 6 MODEL# 8053112 INTERNET#202820094 11 13/16" HOME DEPOT STORE SKU#314224 (�wr SPECIFICATIONS, DIMENSIONS 6 ■ PRODUCT DEPTH (IN.) 11.5 PRODUCT WIDTH (IN.) 11.5 PROPOSED FOUNDATION PLAN PRODUCT HEIGHT (IN.) 11 DETAILS T-3 13/16"J mod COLOR FAMILY GRAY FL P.E.No.: 77915 STRUCTvr.: PRODUCT WEIGHT (LB.) 62 LB FEBRUARY 20, 2017 APPRGVc�_ uNT COMPRESSION STRENGTH (PSI) 1900 SHEET _ __ WATER REPELLENT NO 3 0 F 8 3 N o ati�a� Z8� Td' "oi 8 ZFW laima z� Q ��oZ 33 3� z3Qzi�osaz lax ea�Z�� Z �z c�zhlom�z MAIN ! I I II HOUSE II II I 2REV. Y: DATE: z : . �• ...�. PA v-4' 0 • (e� 8888. w r9x 8888. 'A" 8888• II II II II II ate: � ,�.� ..:..• II 8800:0 II II I! I! q 004940 0• I I II II I • • W • 8888. z w Z !! I !I I! I! A p-I . 00 0 co re Lij� c w 000000 II Ii !! I II II II II O N N N II (I II II II II II II w II II II II I) II II � m m m III. II II II II II II o w 9 cz I! ! I! I cd) I I I I oL �0 >05� !I II II II II NOTE: SAL II I! I! II II !I II II II II II POSTS HEIGHT AND BEAMS SIZE COMBINATION IS TO MATCH DECK ELEVATION SHOWN ON DECK SECTI NSTf< II II II VIEWS PROPOSED FRAMING PLAN rL P.E.No.: 77915 FEBRUARY 20, 2017 SHEET 40F8 �i wig aa W3 3W Nzz¢ z �yw� E � Z y m`Lffiz A!, iE ZZFaSUUy ypp EZV �V-6C Z Z�zOn 2 FZ_ 8w WW0121V 1"X6" P.T. �8 _ a8 � �Zz MAIN WOOD PLANKSwzCOOS HOUSE � �ygjq'W m t -OKQ m�VW STEPS c�aeam�ac� c�az�c�az REV: BY: DATE: lop a 6•a z ...v w •r'•• � � x n • U A • �1 • w Z ca p w �: E.) o w w � aiaiai w o0 00 00 z N N N 3 N N N 0 W m o w NOTES: W uj m mm o0 'c) ALL PLANKS TO BE FASTENEDSEAL W/ *10 X2" SS WOOD SCREWS AR® ( Los 1" FROM EDGES AT ALLq � _. CONNECTION POINTS 1X6 P.T. WOOD INSTALLED HORIZONTAL ALL AROUND DECK PROPOSED PLANKS LAYOUT PLAN PERIMETER TO MATCH DECK ELEVATIONS FASTENED W/ GALVANIZED (3) 10d X 2 1/2" NAILS FL P.E.No.: 77915 AT EACH CONNECTION POINT FEBRUARY 20, 2017 SHEET 50F8 kzgmP0;ER y` 099161 A NOTES: 3 1X6 P.T.WOOD FASCIA x �g MV)C3 2 THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED&ALL WORK SHALL BE IN z y LJ m E tL U t ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE 2014 FLORIDA 6 FASTENED W/GALVANIZED z �, 12X �0_ BUILDING CODE.DESIGN FORCES PER ACE 7-10 V-175 MPH(3 SECOND GUST), (2) 10d X 2 1/2 NAILS AT g EXPOSURE'C',CATEGORY IIWOOD DECK DEAD tL fA n, Z U U UPPER DECK 2X6 P.T.WOOD EACH CONNECTION POINT y U o 8 WOOD LIVE LOADS:600PPSF 8 PSFLOWER DECK zjE w��aa c a w THESE PLANS CERTIFY THE STRUCTURAL ADEQUACY OF THE PROPOSED SYSTEM IN GROUND � o N U z ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE BUILDING CODE 5 1/2" 5 1/2" 5 1/2" ELEVATION o 2i Oi f o o o. '8 a W SHOULD ANY SPECIFIC CONDITION DIFFER FROM THAT SPECIFIED HEREIN, OR \ \ \\ \\ \ \ \\\ ! /LI U U 8 a U z r- y U z z Z STANDARD FIELD CONDITIONS, ADDITIONAL SPECIFIC ENGINEERING MAY BE //� /;;\ �l Z Ce z z to o VS t y t�Z S- REQUIRED AS DETERMINED BY THE BUILDING INSPECTOR AND PERMITTING \� /\ \ v \\ v \ \ v <\ \ 0 .d=o z O HAS caJ CONTRACTOR.CARE SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF v-� O a THIS DETAIL THE INSTALLATION OF ANY ACCESSORIES THAT DO NOT AFFECT THE �\ \ \� \ e, v•. \ e, v•. \\ \\� e, v. \/\ \ gggg S<Q1 c�IV STRUCTURAL INTEGRITY OF THE STRUC URE ARE OUTSIDE THE SCOPE OF THISe \ \ \ e ` U OC m U D Z U Z CERTIFICATION AND ARE NOT REQUIRED TO BE CERTIFIED UNDER THIS \ \/\ \ \ \ \/ STRUCTURAL DRAWING. THEY MAY BE INSTALLED AS DESIRED PER MFR. / \/ / / / / �\ REV: BY: DATE: SPECIFICATIONS. LUMBER: \ \ \ \\ LUMBER SHALL BE A MINIMUM OF PRESSURE TREATED v2 SYP OR BETTER WITH // / / // / /./i / / / / / N WITH A MINIMUM FIBER STRESS OR 1,100 PSI IN BENDING.WOOD IN CONTACT WITH CONCRETE OR MASONRY,AND AT OTHER LOCATIONS AS SHOWN ON STRUCTURAL DRAWINGS,SHALL BE PROTECTED WITH 30*FELT(U.N.O.)OR `\/\ \ �`^\� �i\\ \/\ \� \\ C3 PRESSURE \ Z d PRESSURE TREATED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE / / / " ' " /�. /`Y� /�// // / O BUILDING CODE AND AMERICAN WOOD PROTECTION ASSOCIATION(AWPA U3) �\ \/ \ \\ .♦ \�\i�\ \/�� Z b L CC6 •R'i ••••• "BOOK OF STANDARDS". MEMBER SIZE SHOWN ARE NOMINAL UNLESS NOTED • O • OTHERWISE. �F--1 4-i • • •• MEMBERS SHALL BE FREE OF CRACKS AND KNOTS.MOISTURE CONTENT SHALL BE 1 DECK DETAIL -�-�. v] �'• ••••• 19°k OR LESS. eA•••• • M • ALL METAL CONNECTORS USED IN LOCATIONS EXPOSED TO WEATHER OR IN G SECTION G� Wp ••••• CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED V ��]+ •4 WITH ZMAX COATING OR BETTER&MEET THE REQUIREMENTS OF ASTM A653, Arra Z VEO xj ••• • •z• Gd •••• DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN 1 U .tj)• �' '5-IQ .... ,f��' CRTTERTA. THEY MAY VARY SLIGHTLY, BUT SHALL REMAIN IN CONFORMANCE W • WITH THE LIMITATIONS OF THIS PLAN.THE CONTRACTOR IS TO VERIFY ALL FIELD A NI ••••• DIMENSIONS PRIOR TO INSTALLATION, AND VERIFY THAT PROPOSED Yee _ • DIMENSIONS AND FIELD CONDITIONS AGREE WITH THIS PROPOSED PLAN.USE 0. •• : W A •• OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE PROPOSED SYSTEM 4X4 P.T.WOOD FASTENED W/ Z ••••• • LAYOUT, COMPONENTS SELECTED, AND INSTALLATION. THESE DRAWINGS ARE NOT INTENDED TO BE USED AS FABRICATION OR SHOP DRAWINGS. GALVANIZED (12) 10d X 21/2" W •0 0 0 0 EXCAVATION: A 7i C A • • • EXCAVATIONS NEAR ADJACENT FOOTINGS AND FOUNDATIONS SHALL NOT 3 NAILS O 0 lip w REMOVE LATERAL SUPPORT WITHOUT FIRST UNDERPINNING OR PROTECTING ` Q co THE THE FOOTING OR FOUNDATION AGAINST SETTLEMENT OR LATERAL V DECK ELEVATION U TRANSLATION. FILL TO BE PLACED OVER THE NATURAL GROUND TO ARCHIVE THE FINISH PAD ELEVATION. 4"x4" PT f FOOTINGS: T-2 1/8" :4 ¢ I ¢ I ¢ I ALL FOOTING DESIGNED TO BEAR ON COMPACTED SOIL,WITH A MINIMUM SOIL GROUND 14 WOOD BEAM W o O 00 o O BEARING PRESSURE OF 2,000 PSF AND LATERAL BEARING PRESSURE BELOW ELEVATION I 0 . Z N N N NATURAL GRADE OF 150 PSF.SHOULD OTHER CONDITIONS OR MATERIALS BE - \ / mak- • N N N ENCOUNTERED THE ENGINEER OF RECORD MUST BE NOTIFIED. APPROVAL OF / / / ,e• • • �/ ' USE SIMPSON O SITE CONDITIONS BY OTHERS.SURROUNDING SOIL TO BE COMPACTED TO 98% OF THE DRY DENSITY AT THE OPTIMUM WATER CONTENT. `� a a , \ \ \ \ / �\ STRONG-TIE BC 4 W/ ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN \ \ \ \ \ \ \ \ • V I }' ONLY.USE OF THIS SPECIFICATION BY THE PERMIT HOLDER/CONTRACTOR,at. \/ a aa' ev• 6-16d CORROSION a: m r m al.INDEMNIFIES,DEFENDS,&SAVES HARMLESS THIS ENGINEER FOR ALL COST \ \ \ i \ \ \ m & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM / / 1 //\ \/ PROTECTED NAILS Z Z MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES \ \\ /\\/\/\ \ /\\\\ \ \ \� Z C7 ILI ILI BEYOND THAT WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES& / / / / / / z FROM DEVIATIONS OF THIS PLAN. / \ /\\�\\/\�\� \ •� \\�\ �� J V)0] m m EXCEPT AS EXPRESSLY PROVIDED IN HEREIN,NO ADDITIONAL CERTIFICATIONS •y,�,\y // /\//\�/\ /\//� U ( o U o U U OR AFFIRMATIONS ARE INTENDED. ` '/,lv\\\ \\\ \ ��\ USE OF THIS DOCUMENT CNsrrrurES ACCEPTANCE OF THE PROPOSED SYSTEM �. �/ / ` /' �/ �� 4"x4" PT LAYOUT,COMPONENTS SELECTED,AND INSTALLATION REQUIREMENTS. WOOD POST IN INACCURATE ANY WAY FOR ERRONEOUS OR SEAL ENGINEERING SERVICES,INC.,SHALL NOTHELD RESPONSIBLE OR LIABLE 2 DECK DETAIL WORK SHALL BE FIELD VERIFI D PRIOR TO CONSTRUACTION.R CB ENGINEERING FASTENED TO PRECAST TO RE-EVALUATE OUR WORK UPONNDI DISCOVERY OF ANY INA CURATESERVICES, INC., SHALL BE AND GIVEN ANORTUNITY INFORMATION 6 SECTION BASE FLANGE W/ 8-16d PRIOR TO MODIFICATION OF AND INSTALLATION F MATERIALS NG FIELD CONDITIONS AND FABRICATION CORROSION PROTECTED NAILS rY DECK POST-BEAMS FL P.E.No.: 77915 6 CONNECTION DETAIL FEBRUARY 20, 2017 SHEET 60F8 C9mFO�1-�� W C7 11" � U . VZZ mF�tL VI �_� g 51/2.. z�rnZ$�Q �Foi�B of � O - �Z��Wd��O�F ••UTd. �W 3 ;i *i Q f/Zivl (s za 6 giez Z42l�� WLLO Z GROUND ELEVATION $ z a I.. a e9c88z�zoui�viN Zz— a vz ol 61 1 \ 4'-11 3/16" / / �n m aA REV: BY: DATE: \ \ \ \ rn Z co 1 DECK DETAIL : w o,0� 7 SECTION W •co.• ' x s•••• cl; •w .... W tif. . .�I .:..' A 0 co v 1: • J;j w iii L DO �O oo W N N N 3 2: N N N o \ Z O 6 GROUNDLLJ �+ ELEVATION \ 4'-13/16" z 3 W N SEAL � /�✓/��//�\ \�i� �/ \r 2 i DECK DETAIL 7 SECTION FL P.E.No.: 77915 FEBRUARY 20, 2917 SHEET 70F8 �Oy�^moO�o��UFWW UZZ x my1'`^a�v UNm�W��AV� Z�e YN- 0 �8p'y �o-5 2X6 P.T.WOOD ANCHORED TO POST W/SIMPSONlimpZ STRONG-TIE LUS26 FASTENED W/(8) 10d 33 � go ISA w22612 GALVANIZED NAILS �U BaUr ��y� �Yz �BY�ZZ�OVU ZzI Fp j000jZ� P OZ008 NNE F �m v� Ec0! S�az�cmizz REV: BY: DATE: a 0 a o 0 o a a 0 0 o Z E-a co 0 0 \ \ COB p 009:0 (4) SIMPSON STRONG-TIE 128T(2) �9 w ��. � �• 000:0 0 0 ON EACH SIDE,FASTENED W/(8) x 0'x•0 °w'� 4 "••: SS WOOD SCREWS � d+•� � �0lm ••�••0 GROUND ELEVATION W •' � 0o:• 0 Ole w co /\\/\\/\/\, Q Q \// W o N o N N /\\ 4 \ /\\/\\ d \\♦ z N N N / o / W100,/\/X10 r 0 z Z Z w rl'***NSTEPS ANCHORAGE GENERAL DETAIL I �Lu � '� p SECTION VIEW SE 71� O 'J � STRUCTURAL REVIE APPROVED— ®AT Ti�I� FL P.E.No.: 77915 FEBRUARY 20, 2017 SHEET 80F8