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DGT-17-2443Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 w ■. Permit NO. DGT-10-174443 Permit Type: Decks/Gazebos/Trelllses Work Classification: Pergola Permit Status: APPROVED Issue Date: 10/25/2017 Expiration: 04/23/2018 Parcel Number Applicant 895 NE 98 Street Miami Shores, FL 1132060142530 Block: Lot: JAYSON YAO Owner Information Address Phone Cell JAYSON YAO 895 NE 98 ST MIAMI SHORES FL 33138-2532 Contractor(s) Phone ALUMINUM OUTDOOR DESIGNS LLC (954)399-8231 Cell Phone Valuation: Total Sq Feet: $ 15,000.00 336 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type Const: Pergolas Classification: Residential Scanning: 1_ Additional Info: 24x14 ALUMAWOOD PERGOLA ATT Scanning: 1 Fees Due Amount CCF $9.00 DBPR Fee $4.64 DCA Fee $3.09 Education Surcharge $3.00 Permit Fee - Gazebo/TreIlise/Pergola $309.00 Plan Review Fee (Engineer) $80.00 Scanning Fee $9.00 Technology Fee $12.00 Total: $429.73 Pay Date Pay Type Amt Paid Amt Due Invoice # DGT-10-17-65332 10/25/2017 Check #: 7816 $ 379.73 $ 50.00 10/12/2017 Check #: 7799 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Slab Final Framing Footing Review Building Review Structural Review Planning 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 AFFIDAVIT: I certify that all the foregoing is accurate and that all work Will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the to do the work stated. Authorized Signature: Owner / Applicant / Contracto / Ag Building Department Copy October 25, 2017 Date October 25, 2017 1 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC El PLUMBING ❑ MECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING ❑PUBLIC WORKS OCT 12 2017 FBC 20 I+ srh Master Permit No. 6C7" (4; Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ CHANGE OF ❑ CANCELLATION CONTRACTOR JOB ADDRESS: V''`5 `E. oie s-j"rec,-+ ❑ RENEWAL ❑ SHOP DRAWINGS City: Miami ShoresCoCountyi"DiaC)✓ Miami Dade Folio/Parcel#: l a0iO-' 014'- 2—.530 Occupancy Type:Load: Construction Type: L -I Flood Zone:� OWNER: Name (Fee Simple Titleholder): v G\I i Gill-)( 'Shoe o Address: 8 Zip 33 l8 d: Yes NO qS q8 J" Is the Building Historically Designate City: 1 IQ�,( Shores State: PL Tenant/Lessee Name: Email: BFE: FFE: Phone#: Phone#: Zip: 33182. CONTRACTOR: Company Name: u*d acsIgns Address: 1 LXn-CO 1 l r CLn'1 ar 4%W c.4 s( City: l�-•1 i ( Q.M/ )CLr State: Ft—, Qualifier Name: Caro( k (�qu, ejc PhoneCob 5cl & i Zi : 3 302 Phoned; ""!) 39a B 23 D State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer`Q�,�,, ,rntY.�Y 1 C� C�j I iffrI n Phone Ci) q2,1" 2_024' Address: /31d� Nu) 5 Sf( ect City: �U1,�n State: fi=t, Zip: 333 � 1 Value of Work for this Permit: $ IS 000 Type of Work: ❑ Addition ❑ AAlteratjion Description of Work: 2 Square/Linear Footage of Work: ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Qj0 -Q Bond $ TOTAL FEE NOW DUE $ R'f=1 • R3 C42I(C1 Permit Fee $ SCY . OO Radon Fee $ 3- 09 CCF $ DBPR $ 7.69 CO/CC $ Notary $ (Revised02/24/2014) N Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) /Pt 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 commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signa ure la WNERtor AGENT V')/'--'------------' Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1. day of 04- ciao , who is personally known to 11 II , 20 11 , by t c. day of 0 c i , 20 ri , by me or who has produced j7Q:CCatla. identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 111 o AQ_ PNA1 Ma- S Seal: ,r,;- /ir"i MY COMMISSION # FF 100872 °'=r' EXPIRES: March 28, 2018 4?j `��z���' *' ********4i Atioliiis.. *s`'**N***Ian *ub�****'***N. tginnoJ as SIMONE BELLMAS APPROVED BY (Revised02/24/2014) Q,As1Q.uL . iA . 12est?Zo4 OS who is( personally known to me or who has produced t.12i5 r1RL� �( kil. lU as identification and who did take an oath. / NOTARY PUBLIC: Sign: Print: 414 b )e I✓L'il Seal: ,; SIMONE BELLMAS .. MY COMMISSION # FF 100372 , ,,,,, EXPIRES: March 28, 2018 t, Y "'•%3 pt �,,,,••iss Bonded Thru Notary Public Undaruraers ***************************** Plans Examiner Structural Review Zoning Clerk Municipal Contractor's Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY CC NO: 146930420 BUSINESS NAM E/LOCATION ALUMINUM OUTDOOR DESGNS LLC DOING BUSINESS IN DADE COUNTY RECEIPT NO. 7519690 MC EXPIRES SEPTEMBER 30, 2018 OWNER TYPE OF BUSINESS ALUMINUM OUTDOOR DESGNS LLC T ECIALTY BUILDING CONTRACTOR G O CAROL A REQUED MIAMI-DADE Pursuant to County Code Sec 10-24 PAYM ENT RECEIVED BY TAX COLLECTOR 200.00 10/19/2017 0229-18-000258 This receipt is not valid in the following Municipalities: Aventura, Doral, Fial eah, Key Biscayne, Miami Gardens, Miami lakes, Palmetto Bay, PInecrest, Sunny Isles Beach, Town of Cutler Bay. For more information, visit www.n i ami dade.gov/taxcol I ector A9RD� ` CERTIFICATE OF LIABILITY INSURANCE DATE(MM/2017 10/13/2017 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 endorsement(s). PRODUCER QUANTUM INSURANCE GRP & FIN SVCS 12399-1 Pembroke Rd"` Pembroke Pines, FL 33025 CONTACT NAME: PHONE (954) 885-8000 I FAX 954 "^ FYtt AIC Nol� ) 885-8097 ADD victorq@quantum-insurance.com INSURER(S) AFFORDING COVERAGE NAIC# INSURER A• SCOTTSDALE INSURANCDE COMPANY COMMERCIAL GENERAL LIABILITY INSURED ALUMINUM OUTDOOR DESIGNS, LLC DBA-ALUMA OUTDOOR DESIGNS INC 12076 Miramar Parkway MIRAMAR, FL 33025 INSURER B: PROGRESSIVE INSURANCE CO INSURER C: AMTRUST • INSURER D:SCOTTSDALE INSURANCDE COMPANY $ 2,000,000 INSURERE: , INSURER F: $ 100 , 000 COVERAGES CERTIFICATE NUMBER: 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 LTR TYPE OF INSURANCE AUUL INSD DUBR MD POLICY NUMBER POLICY EFF (MM/OD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY X Y 3/1/20173/1/2018 EACH OCCURRENCE $ 2,000,000 ICLAIMS -MADE OCCUR PREM SESO(Ea occu ence) DAMAGE 1CPS2436024 $ 100 , 000 MED EXP (Anyoneperson) $ 5,000 PERSONAL &ADV INJURY $ 2,000,000 GGEEN'L AGGREGATE LIMIT APPLIES PER: POLICY PE° D LOC OTHER GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OPAGG $ 2 , 000 , 000 $ b AUTOMOBILE A LIABILITY ANYAUTO ALL OWNED AUTOS HIRED AUTOS UM 10/20 X — X SCHEDULED AUTOS NON -OWNED AUTOS PIP 03784639-0 5/16/175/16/18 COMBINED) SINGLE LIMIT (Ea accide $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ PIP $ 10,000 D X UMBRELLA LIAB EXCESS LIAB 1 1 OCCUR CLAIMS -MADE XLS-009385$3-00 6/5/17 3/1/2018 EACH OCCURRENCE- $ 1,000,000 _ AGGREGATE $ DED 1 RETENTION$ $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? L J (Mandatory in NH) If yes, describe under DE.ScRIPTION OF OPERATIONS below N /A WC -0236974 1/5/17 1/5/18 I PR STATUTE I I ETH E.L. EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 E.L. DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) 14BS00420 Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores Village FL 33138 SHOULD ANY OF THE ABOVE DESCRI: ED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THERE* , NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY/ •VISIONS. AUTHORIZED REPRESENTATIV' _ ACORD 25 (2014/01) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 10/12/2017 THU 9:37 FAx 10047 . ,„ . Local Business Tax Recejpt ,Miami -Dade County, State of Florida -THIS,IS NOT A BILL - DO NOT PAY 7175036 BUOINE8S NAME/LOCATION ALUMINUM OUTDOOR DESIGNS= . • DOING BUSINESS IN DADE COUNTY. RECEIPT NO. RENEWAL. 7454458 EXPIRES SEPTEMBER 30, 2018 meet Be displayed et pleoo of huelnoee Pureuent to County Code Chapter BA -• Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS ALUMINUM OUTDOOR DESIGNS LLC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT C/0 CAROL A REQUEIO .. 14BS00420 sv TAX cauevrecton Warker(s) • 1 _ $7500' 07/03/2010-• ,.•'•••:•; CREDITCARD-17-041710 Thle Lsoai•Buelnees Tax Receipt only confirms payment dilly, Local Butanes. Tan. The Receipt Is note Iiceeee, permit, ore certification of the hslilliesqueliticetlon., to de hu■tneee. Holder must comply wlh any governmental or nongovernmental regulatory laws and rsquIremente whioh apply to the business. The REOEIPT NO. shove must he displayed on ell oommerciel vehlolee-Mlaml-OadaCode Seo ha -2711. For more Information, cleft www.mtnmldede.yov/texcollecter Co�ittic1 ,silly) - BUSINESS Cf#R•1`1p10t4 CSV C' MP t1'ENCY 141E A�.uM�Nj{pyyyyo-, 11AA!! 99 y 6.4_4 REQUE,10 CAROL A 1$Os Bed un .., J. .Of eh Ii2001/002 STRUCTURAL CALCULATIONS (Based on Florda Building Code 2014 Edition) For Proposed Pergolas For: Yao Residence 895 N.E. 98 Street Miami Shores, Florida Miami -Dade County Prepared by: • ▪ •▪ • •• • •••• •••• • • •••• ▪ •••• • •• • • • • •• • • • • • . • • • • • • • •• • ... • • • • • .•• Constantino "Gus" Tarnowski, P.E. Lic. No. 0050662 Tarnowski Enginering, Inc. 7360 N.W. 5th Street Plantation, Florida 33317 954-727-2027/954-727-9644 Engineering Business CA 00009677 qustarnowskieng.com October 6, 2017 Table of Contents Yao Residence 895 N.E. 98 Street Miami Shores, Florida Miami -Dade County • • • • •• • ••• • •••• • • •••• I. Wind Load Analysis Pages • • • • •••• • • • II. Beam Analysis Pages '...•'2-5 • •• • III. Column Analysis Pages ••••••6-7 • •••• • • • • • IV. Foundation Analysis Pages• ' 8 • • • • • • • ••• • ••• • • • ASCE 7-10 Load Calculation for Lattice qZ = 0.00256KZKZtKdV 2 Where: KZ = Kn = Kd= AS DReductionFactor = 0.85 1 0.85 175 I mph 0.6 qZ = 33.99 F=gZGCfAJ Where: G= Cf = Af = 0.85 1.6 0.5 . . . .. • . .... . . .... . . • . • • • • ..• ASCE 7-10 (Section 26.9.4) (for E=0.5 and flat sided members) (Per ASCE 7-10, Figure 29.5-2) F = 23.11 psf . • • •••• • • ••• • • • • • • • • • .. • • • • • .. • ••• • .. • • • • • Enclosure Type: Wind/Exposure: Pergola 175C ASCE 7-10 Roof Load: 23.1 psf Alloy Type: 3004-H34 Beam Load: 1.5 ft Beam Length: 12.5 ft Span Type: Non -Continuous Beam Tested: 2X6X040 W= Fb = Sx = Moment(ActuaI) _ Moment(Allowable) = 2.89 Ib/in 8.15 ksi 1.05 8121 in -Ib 8552 in -Ib CARRY BEAM WORKS Deflection(Actual) Deflection\(A„owab,e) = 0.55 in 1.88 in DEFLECTION REQUIREMENT MET L/ 80 ••• • • • •• • •••• • • •••• • •••• • • • •••• • •• . • . • • • ••• •• •• •• • . • • • • • • • • •• • .•• • •• Beam Type = 2X6X040 Alloy = 3004-H34 Carry Beam Area = 0.67 in2 c = 3.25 in (h/2) 4 bh 3 —b1h13 Ix = 3.41 in 12 b 3 —1311113 Sx(Provided) = 1.05 in 1111 6h J = 1.49 in 2t2tr(b—t2)2x(h—t1)2 } bt2 +h`1 — `22 —'12 Iy = 0.53 Ino hb3 —1111313 12 Lb = 1 ft W = 2.89 Ib/in Mbcomp = 8121.09375 in -Ib k= 1 L = 150 in r = 2.25 in V Ibh3 —1311113 12A Properties b= h= binner = honer = t1 = t2 = Aw= Af = Results Fballowable = Sx = Mxallowable = 1.975 in 6.5 in . • 1.t395.•. in • . 6.4/ in •....• . •.•. UAL. . in • • • .. 0.Q4 . in •.•• • • • 0.5j 7... In • • in • 0.155•• • .. •.• • • • •. • • . • •. .• . .•• . 8.15 ksi 1.05 8.55 in -kip Tarnowski Engineering 10/6/2017 3 • • . . Enclosure Type: Wind/Exposure: L Pergola 175C ASCE 7-10 Roof Load: 23.1 psf Alloy Type: 3004-H34 Beam Load: 7.5 ft Beam Length: 12 ft Span Type: Non -Continuous Beam Tested: 3X8W/070 W= Fb = Sx = Moment(Actual) _ Moment(Allowable) _ 14.44 Ib/in 12.50 ksi 4.81 in' 37422 in -Ib 60095 in -Ib CARRY BEAM WORKS Deflection(Act„ai) = 0.42 in Deflection\Auowabie) = 1.80 in DEFLECTION REQUIREMENT MET L/ 80 .. • • • • •• • •••• • • •••• • •••• • • • . •••• • •• • • • • . • •• •• • •• • .. • .. • • • •• • ••• • •• Beam Type = 3X8W/070 Alloy = 3004-H34 Carry Beam Properties Area = 2.41 int b = h= C = 4 In (h/2) binner = 4 bh 3 -- b111,3 binner = Ix = 19.23 in 12 = nbh3 I' —b1h,3 t2 Sx(Provided) = 4.81 6h Aw = Af = J = 10.79 in 2t2t1(b—t2)2 x(h—t1)2 bt2 +ht, —'22 —t12 Results in4 hb3 —hib13 lY = 4.14 12 Fballowable = Sx = Lb = 1 ft Mxallowable = W = 14.44 Ib/in Mbcomp = 37422 in -Ib k= 1 L = 144 in r= 2.82 in Ibh3—b,h13 12A Tarnowski Engineering 3 in 8 in . 2.776• in • • .• • 7.776 in .••.• 00,1100 0000 0.1.12.. in 0112'•. in 1.737... In . • • 0.6.4`/.• in ••. • • • . • • • • • • • • • .. . • • .. • •.• • • • 12.50 ksi 011 4.81 60.10 in -kip 10/6/2017 • . . • • • . • • I I• .•.•• . •.•• • • • •. • • • • • •• Exposure: C Wind Speed: 175 Beam Load: 12 (Column Spacing) Selected Beam: 3X3X125 Enclosure Type: Pergola Roof Load: 23.1 Roof Load: 23.1 Wall LoadWindward: 0 Wall LoadLeeward: 0 Alloy Type: 6063-T6 Column Height: 8 Beam Span: 15 Mansard Height: 0 Mansard Width: 0 Code: ASCE 7-10/FBC 2014 Column Case 1 N/A Case 2 N/A Case 3 BEAM WORKS Case 4 _ BEAM WORKS DEFLECTION REQUIREMENT MET mph ft • • H1 = 8 '' X1 = 0 • • • X2 = 0 • Roof Load = 15 ' •• ' H2 = 0 psf Non -Combined Load psf Combined Load psf psf ft ft ft ft DEFLECTION REQUIREMENT MET <----300# Point Load Case 1: Case 2: Case 3: Case 4: Fa Fix(1 —rax fa/Fax )+F,(1_fa/Fay )<1.0 fa + ft° + fb < 1.0 Fa. Fbx Fb,, f f f Fa Fbx Fb, fb= S fb <Fb Tarnowski Engineering <----300# Point Load ••• • n ft • • • ff ••• . • • ft •• 10/6/2017 Beam Type = 3X3X125 Alloy = 6063-T6 Flat Beam Mansard Area = 3.26 in` Mbcomp = 0 in -Ib • . c = 5 in (h/2) MPcolm = 2 D79• •. in -IU • •• • •••• • • • • Ix = 48.06 in a bh 3 — b1h13 •••• 12 J bh3 —b1h13 MTotal = 2Q'9• • • •in -ID • • • Sx(Provided) = 9.61 in •••• • • • 6h •• • J = 6.15 in ti(b—t2)2 x(h—t,)2 Lo = 86'..' in •. • • • btz +ht, —t22 _2 Properties • • ' ' • • ly = 2.07 in" hb3 —h1b13 b = 2 ••• • in •.. ••• 12 • •• h = 10 in Lb = 8 ft 'Dinner = 1.816 in honer = 9.22 in W = 0.00 Ib/in t1 = 0.39 in t2 = 0.092 in Mbcomp = 0 in -Ib Aw = 1.768 in` Af = 1.488 in` k= 1 Results H1 = 96 in Fballowabie = 13.49 ksi 3 r = 3.84 in V 312A-1:0Sx = 9.61 in' Mxallowable = 129.67 in -kip Pcoim = 2079 Ib a&c= 42 in b = 12 in = 25 Ib/in (Based on 300# point load) R = 150 Ib MLL = 6750 in -Ib M = R 1(a + R' ) 2w Tarnowski Engineering 10/6/2017 Rational Analysis (Worst Case) Slab Thickness = 0 in Strip/Monolithic Footing Size = 0 X 0 in inches Isolated Footing Size = qz = Wind Uplift = Apply Safety Factor = Weight of Concrete Slab = Weight of Strip Footing = Weight of Isolated Footing = 36 X 36 X 31 in inches 1 *Number of Iso Ftg's that apply • • 23.10 psf 23.10 X 12 X 7.5 = 2,079 LB 2079 X 1.67 = 3,472 LB 150 X 0 X 0 X 0 = 150 X 0 X 0 X 0 = • • • • • •• • • •••• • • 0•"' LB U . •LB 150 X 3 X 3 X 2.583333 = 3,11$„.LB Utilization = 99.554 % E, Total Weight = • • • •.•• • • • • •• • • • • • .• • 3,488' .B • • • • FOOTING O.e•••: • .•• • • •••• • • • ••• •• •• • • •• • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • ••• • • •• • • • • • • • • • • • • ••• • • • • rd U • • ••• , p • • • • .! • • • • ••• I" �• • • • �.. • ••• ••• • I- . . . . .. • da .. • • • •• • •• • • • • • ••• •• • SNOIltf1f1Odd ONV ST1118 AIN'lOO C7fb al5 1V11343d TIV HJ IM 41/(St 1 L1 1 0) NVIIdWOO OJ_ y�j1,^8 ldiia a,� 1d30 DNII,L)Z O AOHddv e eim SaJOLcS iUJ?' ✓1f 9� .1.1 _1 `1-4-4 v f°1a°� s' ,a L c.& y J 1' /o ' ,4 S phi, /a6,-' i ,itL fl'6,14° an` c.Dtit • N 41): ,2 0 0 • N DNt✓ --"re,-.12•1 r0 ► 20.3 I 1 D. 2©r rt 5 t 3 Note: U`t 2 ,pft,y. 0' A -06..45 r- 27.50 1 -1r ---V-1&--- V- I2r k/qb_gy 1 570 All clearances and/or encroachments shown hereon are of apparent nature. Fence ownership by visual means. Legal ownership of fences not determined. Encroachments Noted: Underground structures, if any, not located. Bearings, if shown, are based on assumed meridian or Plat of Record. Lands shown hereon were not abstracted for easements and/or right-of-ways of record. i7 It) • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • 0 • • •• • • • • • w • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • • • • • • ••• • • •• • • • • • • • • • • • 0 ••• ••• • •• • • • •• ••• •• .f1 - • ••• • • • • •• • • • •• • • • • • ••• •• 0 _ p if 3 C0' 2► 560,c.71 `N ti o 7�0 0 -°.. .„----10 2 I t �/0 >, • 22 11 23 \ �0 \\\ Zii. , (P.00 1 /oG. Sr V7 N � JSr~ST• t) L& 4l7 2tJ /".:: 2 LEGAL DESCRIPTION: Lots 23 and 24, Block 72, MIAMI SHORES SECTION NO. 3, according to the Plat thereof, as recorded in Plat Book 10, Page 37, of the Public Records of DADE County, Florida. CERTIFIED TO: Jayson Yao & Kristine Yao; Evan R. Marbin & Associates, P.A.; Chicago Title Insurance Company; American Home Mortgage. PROPERTY OF: Jayson Yao & Kristine Yao, 895 N.E. 98 Street, Miami Shores, FL 33138 Encroachments: 1) Portion of the concrete drive is encroaching into the street Right -of -Way( N.E. 989' Street). LEGEND = Central Angle A = Arc A/C = Air Conditioner ASPH = Asphalt 88O = Barbecue BM = Bench Mark CB = Catch Basin CBS = Concrete Block Structure CH = Chord Chatta = Chattahoochee = Center Line CLF = Chain Link Fence CI = Clear Conc = Concrete 0 = Deed �7 = Diameter OH = Drill Hole DME = Drainage & Maintenance Easm't Easm'1 = Easement Enc = Encroachment F H = Fire Hydrant Fnd = Found FPL = Florida Power & Light I P = Iron Pipe LB = Licensed Business L S = Land Surveyor M = Measured = Monument Line Mon = Monument N/A = Not Applicable N/D = Nail & Disc N: = Number NTS = Not to Scale OIS = Offset O U L = Overhead Utility Lines P = Plat PB = Plat Book PC = Point of Curvature PCP = Permanent Control Point PG = Page P 1 = Point of Intersection PKWY = Parkway R. = Property Line PL = Planter PLS = Professional Land Surveyor P 0 8. = Point of Beginning P 0 C = Point of Commencement P P = Power Pole PRM = Point of Reference Monument PT = Point of Tangency R = Radius Res = Residence R L S = Registered Land Surveyor RNG = Range R/R = Railroad RSM = Registered Surveyor & Mapper RM/ = Right -of -Way Sdwk = Sidewalk Sec = Section T = Tangent TWP = Township U E = Utility Easement UTIL = Utility W F = Wood F ence W M = Water Meter WME = Wall Maintenance Easement SURVEYOR'S SEAL nless it bears the signature and e original raised seal of a orida licensed surveyor and apper, this map/report is for formational purposes only and not valid. ;EVISED: BOUNDARY SURVEY 1 HEREBY CERTIFY: That the attached survey was made under my responsible charge and substantially meets the minimum technical standards as set forth by the FLORIDA BOARD OF LAND SURVEYORS in Chapter 61G17.6, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shownharson. NELSON MO-JARENA Registered Surveyor & Mapper No. 5504 State of Florida MOJARENA & ASSOCIATES, INC. . Land Surveyors & Mappers Certificate of Authorization No. 6698 12925 S.W. 132nd Avenue Miami, Florida 33186 (305) 278-2494 FLOOD ZONE: DATE: -Z-�S SCALE: a BASE: y4 DWN. BY ,4F. - JOB NO. DBL3"X8" BEAM 3X3X.125 POST "C" CHANNEL (SEE FOOTING DETAIL) 2"X6.5" DECORATIVE FOAM FILLED SIDE PLATE TWO ,SIDES OF POST (TYP.) DECO COLUMN COVER N.T.S. `n) .024 2 I 3" I 2X2 LATTICE 3X3X.125 N.T.S. N.T.S. .125" TYP (1)— #4 X 12" LG. REBAR THRU POST EA. WAY NOTE: COLUMN MAY BE MOUNTED ECCENTRIC IN FOOTING N co .040 p. 2X6.5 N.T.S. .042 3" 3X8 N.T.S. 3X3X.125 ALUM. POST /--- (PORTION EMBEDDED IN CONC. FTG. TO BE BITUMEN COATED) 13" MIN. NEW 36"X36"X31" ISO. CONC. FTG. W/ (4)— #5 REBAR EA. WAY TOP & BTM FOOTING DETAIL N.T.S. in h r .070 (14 GA) NOLLVAI] 1 2.5" 12.5" STEEL INSERT N.T.S. SEE ATTACHMENT ON GENERAL 7 DETAIL SHEETS TRUSS DASH—DOT INDICATES NEW 36"X36"X31" DEEP FTG. (TYP. OF 2) (SEE FTG. DETAIL) 0 ATTACH TO EXIST. 2" FASCIA EXIST. HOUSE EXIST. 24" 0.H. SUPER GUTTER �I--If IL it I 4 l®f�iiit m5i x 0 Ln m 2X2X.024 ALUM. TUBE PICKETS ® 8" 0.C. MAX 24'-0" 30" CANTILEVER PLAN 0 12'-0" 12'-0" SEE PLAN VIEW FOR FOOTING SIZES DBL 6" LONG GUTTER "Z" BRACE ® EVERY OTHER RAFTERS W/(6)— #14 TEK SCREWS MIN. MIN. 2" FASCIA* 2"X1.5"X.062 X 6" LG. CHANNEL W/(3)—#14 TEKS EA. SIDE OF 2X6.5 (6 TOTAL) & (3)-1/4"X2" LG. LAGS TO FASCIA 2"X2"X1/8" ANGLE EA. SIDE OF BEAM W/(3)—#14 TEKS EA. FACE. 2X6.5 CONNECTIONS N.T.S. * ALL EXISTING FASCIA TO BE A MIN. OF 2" THICK AND MUST BE SECURED TO EACH TRUSS OR RAFTER END W/ A MINIMUM OF ONE 1/4' X 3 1/2' LAG SCREW PER TRUSS OR RAFTER END. NOTE 1" FASCIA MAY 8E BUILT UP BY LAGGING NEW 1' MEM. TO OLD wj2 — 1/4"X3 1/2" LAGS/TRUSS OR RAFTER. 2' SUB—FASCIA BEHIND 1 FASCIA IS ALSO ACCEPTABLE. 24"-0" FRONT ELEVATION 2"X1.5"X.062 X 2" MIN LG. CHANNEL W/(3)—#14 TEKS EA. SIDE OF 2X6.5 (6 TOTAL) & (4)—#14 TEKS TO BEAM EXIST. HOUSE STRUCTURAL REVIEW i APPROVED • • • •• • • •••• • • •••• • • •• .. • • • • • • • • • • •• • Engineering Business CA 00009677 2X2X.024 ALUM. TUBE 'CKETS 0 6" C.C. (TYP.) ATTAC ED TO 2X6.5 W/(1)—#14X3" LG. TEK SCREW. 2X6.5 CAPS 3X8 CARRY BEAM 3X8 CARRY BEAM W/ INSERT THREE—#14 TEK SCREWS 3X3X.125 ALUM. COL. TYP. BEAM CONNECTIONS N.T.S. 05 PLANS CONFORM TO THE FBC 2014 ED. W 0) W I— DESIGN BASED ON 175 MPH ULTIMATE WINDS, EXPOSURE • • • Y (1) 0 z f U) H U ••.. • •e ••••-..- O 1- 1.. ( • II o ca u•O•.— •. •-• tJ tLJJ • b• (/) • N L0 O O LIJ 0 • ••• • • • • • NEW PERGOLA FOR: 00 W L 0 Z O • CONTRACTOR: ALUMA OUTDOOR DESIGNS • N NI - Nco O) 11111.1 CD I I ili Z NN W N N Ill LLI d -d- o Lf) L U z o 111111111 o »� co c 0 d 040" ri TYP. 4. 3,4.00" 2.0" y :064" IJ c,+ 00 `k- 2.0" 4, C 2X2 C 2X3 2.0" 4 2.0" 212 2X3X.060 #14 TEK SCREWS FOR 7LB OR LARGER OR #10 S.M.S. FOR 6LB OR SMALLER 0 18" C.C. TOP & BOT. 2X3X.050 2X4X.050 2X5X.050 4, 3.0 4, GUTTER 4.67" .090" TVP. CV .125" 2X2 3X3 4X4 050" u '.060" -064" N :125" I g " 1 L 2.0" .2. H-3 L 2X2 L 2.0 2.0 2X4 3X2 2X5 BEAM TYPE t, t, 4LB .100 .046 5LB .116 .050 6LB .120 .050 7LB .120 .055 BLB .224 .072 9LB .224 .072 9LBH .306 .082 10LB .389 .092 TO BOOLT (MINS .W/1- STRIP FTG. 2" 3, 4LB,5LB,6LB,7LB 8L8.9LB,9LBH 1 OLB LAP BEAM SEE COLUMN ANCHORING DETAIL 1X2 OR 1X3 12"* PAVERS OPTIONAL OR TILES I 1 //(////////// //////////// //////////// //////////// //////////// DETAIL W/ PAVER OR TILE * 12"X 8" FTG. IS MINIMUM FOOTING SIZE. REFER TO SITE SPECIFIC PLANS, AND STRIP FTG. SCHED. FOR ANY ADDf11ONAL REQUIREMENTS. MIN. FOOTING SIZES SHOWN APPLY TO NEW FOOTING'S ONLY. FOR EXIST. FOOTING'S SEE SITE SPECIFIC PLAN. FINISH GRADE SODDED REQD FOR EROSION PROTECTION 1E4 SEE COLUMN ANCHORING D, 3" FROM EDGE TO BOLT (MIN.) ...: EXIST_:`•i*".. NOMINAL 2" MIN. CONC.:•BAB ••, COVER �k ;p'•.If1; *NOTE: SITE SPECIFIC ENGINEERING REQUJFtEO: 14•SOREE1::1 J0OFS,`.•:•.% WHEN THIS MEASUREMENT IS LES5;:hAN'•, 3'-0."•:•A1W FAR,:AL'L SOUD ALUMINUM ROOFS. (EXCEPTIONc:;SI;CE;SP:ECIFIb'•:••:.'• •' ENGINEERING IS NOT•:3tEWIRED FOR'•;SOELX:.iffAaS UNDER EXISTING HOUSE.:i boF3)::. ::;•:; :;•:';:'` 3.0" 3X3X.070 (303) 3" FROM EDGE TO BOLT (MIN.) w•. EXPOSED] 5.094" , 2"X2"X1/8" X 2" LG. MIN. ANGLE EA. SIDE OF COL W/ (4)/- 16 TO COL & TAI'CON TO CONC.X 3/2 LG. 3X3 OR 4X4 ALUM. COL •.:X2."X1/8" X 3" LG. MIN. L•.TWO SIDES OF COL :(6)- #1 TO COL :(2)- 3/8"X2 1/2" LG. TAPCONS TO CONC. f o N - N } Z -GUTTER BRACE FRotii':•i 0 BOLT (MIN. COLUMN ANCHORING DETAIL CUP ANGLE CONC. FOUND. 3" FROM.:EDG • TO BOI;T.:_,1•Mt (4)- #6 TO COL (TYP) (1)- 1/2" X 3 1/2" LG. TAPCON TO CONC. (TYP.) 2 PER COL. 3 0 18" 0.C. ELSEWHERE •• • • t3F�.NtN:•.ANCHORING DETAIL •••••• FTG. ES•� . B,pjWjwiIA M, Ff VER OR TILE :'•.USE(};;jH UEU OF 6X6 - 10/10 W.W.M. DELETE 1X2/1X3 FOR FRONT ELEVATION OPEN PORT (TYP.) NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLS. ALL ANGLES SECURING THE COLUMN TO THE CONCRETE TO BE A MIN. 2"X2"X1/8"X2" LONG. 1/2" DIA. BOLTS ARE TO BE EXPANSION TYPE. (SEE ANGLE TO CONC. DETAIL):;:•:....,, EXPANSION BOLTS TO BE "HILTI KWIK BOLT II" SYSTEM OR EQUAL. *4" LG. EXPANSION BOLT OF SAME DIAMETER MAY BE USED IN UEU OF TAPCON TAPCONS ARE TO BE SIMPSON "TITEN" OR EQUAL SEE GENERAL NOTES 2 & 4 FOR ADDRIONAL REQUIREMENTS SEE COLUMN ANCHORING DETAIL 3" FROM EDGE TO BOLT (MIN. • 1' FTG. & SLAB 4" CONC. SLAB W/ 6X6 - 10/10 W.W.M. W/ 8"X8" FTG. W/ 1-15 DETAIL NOTE: F1BERMESH MAY BE USED IN UEU OF 6X6 - 10/10 W.W.M. FOR COIfiMNs 5" DEEP OR GREATER INSTALL ADDM0NAL 2"XZ"X2"X1/8" ANGLE EA. SIDE OF INSIDE OF COL W/ (3)- #6 TO COL & (1)- 3/8" X 2 1/2" LG. TAPCON {.T0 CONC. 0 EA. CUP #6 TO COL (TYP) TO CON3/8" (TYP.) X 3 4 PER CO " LG. TAPCON 3 0 18" 0.C. ELSEWHERE • _ 3" FROM EDGE DELETE 1X2/1X3 FOR OPEN PORT (1YP.) MIN. FRONT ELEVATION COL 2" N 2"X3"X1/8" X 2" LG. MIN. ANGLE EA. SIDE OF COL W/ (4)- #6 TO COL & (2)- 3/8" X 3 /2" LG. TAPCON TO CONC. 0 EACH CUP. 2" MIN;'•': MIN. r�,�rvan.�..:• COLUMN ANCHORING DETAIL NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLUMNS. *4" LG. EXPANSION BOLT OF SAME DIAMETER MAY BE USED IN LIEU OF TAPCON TAPCONS ARE TO BE SIMPSON "T1TEN" OR EQUAL SEE GENERAL NOTES 2 & 4 FOR ADDITIONAL REQUIREMENTS GENERAL DETAIL SHEET: GENERAL NOTES•:' THIS STRUCTURE HAS BEEN DESIGNED & TESTED IN ACCORDANCE W/ •''H .:;R♦ Q(MREMENiS,:0 :••'THE F.B.0 2014 EDITION. THE MIN. MECH. PROPERTIES OF ALWM::,;•::ARE•: iN.• ACCQ1lQAAiGE'•:':W/ LATEST ED. OF THE ALUM. CONST. MANUAL THIS STRUCTURE ALSO CONf:O1%4S:`.TQ:•: • j) SIG(<F::•:c.Rf E{?IA OF THE ASCE 7-10 SCREEN WALL & SCREEN ROOF ,L•pADS IAS R::SiN.::i$X14 SCRI EN'•'•MESH. ALUM. PAN & INS. PANEL STRkl�5itlf S BASED::'OJ+f;;1. *•LIVE LOADS 1. ALL PRIMARY MEMBERS WILL BE CONNECTED:•::!LYf :.BOLL'S POP.%4 t OTHER POSITIVE FASTENERS. 2. ANCHORS SHALL BE PLACED GRA TEJt•:T1-AN 3"..:044:%:•.. E. OF CONCRETE SLAB OR FOOTINGS. ALL CONC. FASTENERS MUST ,1, AL:BE•::;•E;(0 6,• 'A MIN. CF•::1::1/2",•::•INTO SOUD CONC. REGARDLESS OF LENGTHS SPECIFIED IN INDIV10'•;D{'•' '•::''' 3. FASTENERS FOR ALUM. SHHE fS Si -ALL NQ1:•;.EY;Efd►N{::iED 8a'''•DN:.'•:CENTER 4. ALL CONC. ANCHORS SH?..40:,• }44VE A t' . ' l A9 014'.9E PROVIDED W/ 1/2 INCH DIA. WASH RO;•.MIN. 5. CONTRACTOR IS RESPONS42:;19, INSULATE A•LPM •;1dEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS.:;:•:;:: 6. ALUM. IN CO[ :40:.:y(/ C0N . '•O.R'• Wt QD:..'0:1A'Gk: •9E PROTECTED W/ HEAVY BOOTED BITUMINOUS PAINT OR WAiTT'R.•:* HJ • METH,SOR U TE'.;LAC JEIR OR THE WOOD SHALL BE PAINTED W/ TWO COATS OF ALUM:•.11QU E PAINT''A1NQ:••TC'•:• 1dINTS SEALED W/ A GOOD QUALITY CAULKING. 7. ALL DOORS TO Bk.-:.$ :L':)~ CLOSING A1J15' LATCHING, W/5 FT. HIGH DOOR HANDLES WHERE POOL OR SPA•;EXIST,.,000R L'OQATION:•:•,St.202 DOOR JAMB PLACEMENT IS OPTIONAL ALL OTHER COLUMNS T0.'...17EMA1A;d.:]A .::•St�E31H 1::'•:•. :'; :::;:•:::. 8LX::f4C13:E ':'&• 1 /ht::S:•:SNDWf4:,Qht' SITE-SPECIFIC PLAN SUPERCEDES ANY REQ.'S SHOWN ON THtS:•; WT.,„L':••••• . X2'S`•:AR.T.: )(3t5 ARE NON- STRUCTURAL MEMBERS `'.;`••: •AND MAY QE•;;US D• INTERCHANGEABLY, L CONCRETE••'•'QR:'{FI051OATIONS TO BE 2500PS1 MIN, ' CONG.R EXCEEDJNA::114IS SPECIFICATION MAY BE i.F4) D PER• LOCAAt;••:•t3UILDING CODES :,:ftEATi�S, PURU1 S, COLUMNS *AL 6005-T5 OTHER':E'X.TRt15IONS AL. 6063-T5 :%t,UMily41O•:: t0 -T *AL 3003-H16 :TS;.;:S4TfE;WS, RIVETS, WASHERS .AL. 2024-T4 : LL••.';FA.STENERS TO BE ALUM., NON-MAGNETIC :i•}:51400SS STEEL CADMIUM PLATED STEEL, OR '•:•i�IYLON HEADED (NYLO-TEC OR PRO-TECT) *UNLESS OTHERWISE NOTED FRONT ELEVATION INTERIOR FASTENING 4- #10X 1 1/2" SMS. INTO SCREW SLOTS EA. SIDE RAIL* RAIL COL CHAIR RAIL CONNECTION *CHAIR RAIL PER SCHEDULE • • •••••• • •••• • • *••• • • • •••••• •• • 2"R?X1j�6 X 3" LS. MW • (6• ). 1 • DR STO COL IDES OF COL &4(2)- 3/8"X2 1," LG.• TA'CONS•TO CONC. • • • •• • ••• • • • •r • • • • • • • ••••• 000000 • • • 000000 • • • (6) - #10 X 3/4" SMS. (3 EA. SIDE) 2" X 2" X .062" RECEIVING CHANNEL W/ 6- #10X3/4" SMS. TO SIDE OF COLUMN • RAIL* RAIL* COL ALT. CHAIR RAIL CONNECTION *CHAIR RAIL PER SCHEDULE STRUCTURE FOOTING (MIN.) WIDTH X DEPTH REBAR W/ SCREEN ROOF TO LB UPSCREEN 12"X10" 2-#5 ROOF W/8LB 12"X12" 2-15 SCREEN 9LB OR ROOF OLB W/ 12"X16" 2-#5 ALL SOUD ALUMINUM RGOF 121(16" 2-15 FOOTING SIZES SMALLER THAN SHOWN MAY BE USED WITH SITE SPECIFIC PLAN. FASTENING SCHEDULE 1 - #14 TEK SCREW/HEX HEAD 2 - #10 S.M.S./ HEX HD. 13 - 1/4" BOLTS/WASHER/NUT X 2 1/4" TAPCON ANCHOR 4 - 1/4 5 - CLIP ANGLE,.125" MIN. THICKNESS 16 - #12X1" LG. S.M.S./HEX HD. 7 - 1/4" X 3" LAG 8 - 1/4" LAG*, WITH 1" WASHER 9 - #10 X 1 1/2" S.M.S./HEX HD. 12 - CLIP ANGLE, 3/32" MIN.THICKNESS *LAG BOLT LENGTH TO BE 1" LONGER THAN ALUMINUM PANEL THICKNESS DATE 09/30/15 6005-T5 ENGINEERING BUSINESS CA 00009677 TARNOWSKI ENGINEERING CIVIL & STRUCTURAL ENGINEERING 7360 N.W. 5th Street Phone (954) 727 - 2027 7Plantation, FL 33317 Fax (954) 727 - 9644 C. T. TARNOWSKI P,C, , THIS DOCUMENT IS THE PROPERTY OF TARNOWSKI ENGINEERING, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART STRUCTURAL ENGINEER - FIA. UC. 0050662 WITHOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC.