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DGT-16-2454 I I e-1 I f� �A Miami Shores Village �A<<- Building Department SEP Q—M2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 Y FBC 20 (y S BUILDING Master Permit No.D l ! "' 2—q-5q PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ` ' CONTRACTOR DRAWINGS 1\" JOB ADDRESS: W12- W E 1 os Si. City Miami Shores County: Miami Dade Zip: 3313 g Folio/Parcel#: 11-3 2.05 - 019-0040 Is the Building Historically Designated:Yes NO Occupancy Type: Load: (Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Vy l it 1 Q M e c,�L r Phone#: Address: 11-12 W 1 103 S't City: MiQmi Shor�eS State: IFL• Zip: 331 Tenant/Lessee Name: Phone#: Email: rr�Qn995M (@ Aroa11• Corn CONTRACTOR:Company Name: T hf, Patio D 15i(AC,{- Phone#: -7%(61% 2 3 V I Address: ;-806 N W 19 ays- City: " 1 a nl 1 State: Zip: 3312 2 Qualifier Name: O Q r 1 Q s a n ch-tZ Phone#: 1`6(0 5 I 2.3 D 1 State Certification or Registration#: C G C 15 22 (e UP Certificate of Competency#: c, DESIGNER:Architect/Engineer: U I'oto r C tr on Phone#:]goo 256 Z 52 9 2 Address: 0.9 % 3 forAni nbNtu Ci Zi ty: 1 Q fY11 State - p: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ AlterationNewF-1 Repair/Replace ❑ Demolition Description of Work: 0 d ? \q 2A ' X 1'4ttpp 1 %40 COIX, mns Specify color of color thru tile: Submittal Fee$ k90 CX) Permit Fee$ ( '.* CCF$ 3 ' CO/cc$ Scanning Fee$ — Ccr� y Radon Fee$ DBPR$ Notary$ Technology Fee$ T • Training/Education Fee$ ( ' 2O Double Fee$_ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) f a Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of 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 he approved and a reinspection fee will be charged. 4 V 1 11 Sig natur Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of{� 9840 20 1 .by ( day of 7�Q 20 by \\• Q M ►4e-CA-',who is personally known to M Q r►Q• '�Q ndUZ who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign. Sign: . PrinSN _ Sea[. , KARMA AKARLA A GOMIZ MY COMMIS51 N#E 86990 :•; °: MY COMMISSION#EE88r17M EXPIRraS Ja 29,2017 - p 29 2 411* % ' 1�s•*�*F r•�**a �x ��r* * * * *� •***sr��x• *** 1407 181 F r Dom A �,,. ,: o Plans E 6i1 r. ,,. >Z Zoning � 10 Structural Review Clerk (Revised02/24/2014) AWI s�! y Miami Shores Village h 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 �— � Phone: (305)795-2204 ' E0111 xpiration: 04/02/2017 *$101 41211 P� Ex Project Address Parcel Number Applicant 1172 NE 103 Street 1132050190040 WILLIAM BECKER Miami Shores, FL 33138-2652 Block: Lot: 3 Owner Information Address Phone Cell WILLIAM BECKER 1172 NE 103 Street (202)262-5268 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 5,600.00 THE PATIO DISTRICT (786)518-2307 Total Sq Feet: 336 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Slab Date Denied: Final Type Const:Pergolas Additional Info:WOOD PERGOLA 24X14,4 WOOD C Framing Classification:Residential Scanning:3 Footing Scanning:3_ Review Planning Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3'80 Invoice# DGT-9-16-61209 DBPR Fee $2.39 10/04/2016 Check#:7762 $252.38 $50.00 DCA Fee $2.39 Education Surcharge $1.20 09/02/2016 Credit Card $50.00 $0.00 Permit Fee $159.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $302.38 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 information is accurate and that all work will be done in compliance with all applicable laws regulating construction an ning. F ore ze the above-named contractor to do the work stated. October 04,2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy October 04,2016 1 • r SEP 44 Zulu COVER SHEET Structural Calculations for WeladI;ITY Project: William Backer 1172 NE 103 St CO.— py Miami Shores, FI Vam Shcres Village APPROVED BY DATE/ ZONING. DEPT B;,140 DEFT t L= T ►0 CGNIPI CE WI rH AL 14 ATE ANv l UjN�i° HULES AMO REGULATIONS Victor Ceron, PE Civil PE# 63023 8883 Fontainebleau Blvd#105 Miami,FL 33172 Tel:786-282-5292 .. ... . . . . . . 08J . .. . . . . .. . 31 16 . ... ... . . . •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• Victor Ceron PE 8883 Fontainebleau Blvd#105 • Miami,FI 33172 DESIGN WIND LOADING FOR SYSTEM ASCE 7-10 (30.8.1 ) Z= 14ft i t *= 14fI �h�= 27ft V= 175-mph Exposure Category="C" K21= 1.0 1 := 0.85 KZ=0.85 = 0.00256•KZ•Kn•Kd V2 qZ=56.57•psf �:= 0.85 CN:= 1.2 P �-= gz•G•CN Pdesign=57.7•psf ASCE7 10, 30.8-1 PdesignWp:= 0•6Pdesign ASD Factor. 0.6 PdesignWp=34.62•psf LOAD ANALYSIS DL:= 10psf LL:= Opsf C1 := DL+ LL C1 = 10•psf (Down) C2:= DL+ Pdesignwp C2=44.62•psf (Down) C3:= DL+ 0.75•PdesignWp+ 0.751-1- C3=35.97•psf (Down) C4:= —0.6131-+ Pdesignwp .. ... Ci&=28.62.17sf (Up) . .. . . . . ... . Pdesign:= C2 Pdesign=40424006: •• Pdesignw:= C4 PdesignwF 2042•pst.. .. • • • • • • •• • • •• • • • • • • • • • • 3 . . . . . . . . . . . .. .. . . . .. .. actor Ceron PE 8883 Fontainebleau Blvd#105 • Miami,FI 33172 LOAD IN WOOD RAFTERS 2x8 (NDS 20 05) Section Properties H I := 7.25in 8:= 1.5in - 2 3 M;= B H2 �,= B•H 1 =47.63•in4 A= 10.87•in2 Distributed load on rafter W:= (Pdssign)•B w=5.58•lb ft Adjusted_Length:_ (Width)•0.9+ 3•H (NDS-Table3.3.3) Adjusted-Length= 14.41 ft Adjusted Length M'= w 8 M = 144.82lb•ft Calculation of strews Sigma:= M• Sigma= 132.25-psi Select Structural Spruce-Pine-Fir Table 4A (NDS) Fb:= 1250psi Cd:= 1.0 Cm:= 0.85 Ct:= 1.0 CI:= 1.0 Cf:= 1.0 Cfu= 1.0 Ci:= 1.0 Cr:= 1.15 (Fbp) := Fb•Cd•Cm•Ct•CI•Cf•Cfu•Ci•Cr Fbp= 1221.88-psi Checking interaction _ Sigma Fbp if(1 5 1.0,"O.K.","N.G.") _"O.K." .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . .. . . . . . . . .. . . . .. . • . • . • . • 4 . . . . . . . . . . . •• 00 0 0 0 •• •• ` Victor Ceron PE 8883 Fontainebleau Blvd#105 Miami,FI 33172 LOAD IN WOOD BEAMS(2)2x10(NDS 2005) Section Properties H I- := 9.25in ,= 2.1.5in :_ — 2 H 3 B' 2 B'hl I = 197.86•in4 A=27.75•in2 Distributed load on rafter .W Width•1.5= �Pdesign).B+ Pdesign' 20 w=58.01•Ib ft s n Length 0.9+ 3•H (NDS-Table3.3.3) 2 Adjusted-Length= 14.46ft Adjusted_Length 2 µM:= W. 8 M = 1516.62lb-ft Calculation of streses M• Sigma=425.41-psi Select Structural Spruce-Pine-Fir Table 4A(NDS) F := 1250psi = 1.0 = 1.0 := 1.0 "Qwl = 1.0 "q"f,:= 1.0 = 1.0 = 1.0 := 1.0 M:= Fb•Cd•Cm•Ct•CI•Cf•Cfu•Ci•Cr Fbp= 1250-psi Checking Interaction Sigma I _ Fbp 1 =0.34 .. ... . . . . . .. if(1 51.0,"O.K."~N.G..;41MIC": .. ... .. . . . .. . ... ... . .. . . . . . . . .. . . .. . . . . . . . . . . . •• . • . • . • . • • • • • • • 5 `Victor Ceron PE 8883 Fontainebleau Blvd#105 Miami,FI 33172 LOAD IN WOOD COLUMN 6X6 Section Properties H := 5.5in ,:= 5.5in :_ — 2 3 Mi= B 12 ,�,:= B•H I =76.26•in4 A=30.25•in2 Lateral Load on Column -Moment Inducing .h.= 0.66ft Width = h 2 •P(lesi9„Wp Wb= 159.95 Ib Mc:= Wb•9ft Mc=479.84lb•ft 3 Tension Load in Column 3.5 Width Length 1.5 Width Length Pu:= Pdesfgn' 48 2 2 + Pdesign' 20 2 2 Pu =623.71 Ib Calculation of eftses Sigma T= A Sigma_T=20.62•psi Sigma-B:= Mc•cI Sigma_B=207.66-psi BENDING F := 1250psi Select Structural Spruce-Pine-Fir Table 4A(NDS) = 1.5 (Wind) m,�= 1.0 ,:= 1.0 = 1.0 f= 1.0 = 1.0 - 1.0 :- 1.0 Fb•Cd•Cm•Ct-CI•Cf•Cfu•Ci-Cr Fbp= 1875-psi TENSION Ft:= 700psi Select Structural Spruce-Pine-Fir Table 4A(NDS) 1.5 .. ... . . . . . .. . .. . . ... . f:= 1.0 .= 1.0 ..' ..: '0 0 : : ..' (Ftp) := Ft•Cd•Cm•Ct•Cf•Ci Ftp= 1050.psi . .. . . . . . . . . . . . . . . . . . . 0 •• •• • • • •• •• ° Victor Ceron PE 8,883 Fontainebleau Blvd#105 • Miami, FI 33172 Checking Interaction - Sigma_T + Sigma_T Sigma_B I =0.13 lW1 Ftp ( Fbp-Fbp•I Ftp ) if(1 5 1.0,"O.K.","N.G.") _"O.K." •• ••• • • • • • •• • •• • • • • ••• • • ••• ••• • •• • • • • • • • •• • • •• • • • • • • • • • • • •• • • • • • • • • • • • 7 • • • • • • • • • • • •• •• • • • •• •• Victor Ceron PE 8883 Fontainebleau Ivd#105 • Miami,FI 33172 LOAD IN WOOD RAFTERS (2X8)TO WOOD BEAM (2X10)CONNECTOR Using Simpson H2.5A Connector Section Properties I := 7.25in := 1.5in lb (Pdes1gn)•13 w=5.58•ft Lengthb:_ (Width- 1.5ft) Lengthb= 12.5 ft Distributed load on rafter Lengthb W. R=34.861b 2 Checking Interaction 4951b Allowable Uplift as per manufacturer specs if(R s A,"O.K.","N.G.") _"O.K." .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . .. . . . . . . . .. . . •• .. . . . . . . . . . • • 8 . ••. . . . . . . . . •• 0 . . .. .. Victor Ceron PE 8883 Fontainebleau Blvd#105 • Miami,FI 33172 LOAD IN WOOD BEAM (2X10)TO WOOD COLUMN(6X6)CONNECTOR Using(2) 1/2"THRU BOLT Pu=623.71 Ib 1 Lb:= 2.1.5in Bolt Diameter:= —in 2 Ab:= Lb—Bolt—Diameter Ab= 1.5•in2 SigmaC:= Ab SigmaC=415.81-psi (Compression) SigmaC_Allowable:= 1900psi 6"Wide Compression Parallel to Grain, Select Structural Spruce-Pine-Fir Table 4A(NDS) = 1.6 (Wind) = 0.8 := 1.0 1.0 &i;= 0.8 Cp:= 0.86 NDS EQ 3.7-1 I = SigmaC Allowable•Cd•Cm•Ct•Cf•Ci•Cp SigmaC Allowable= 1673.22-psi SigmaC '"W SigmaC—Allowable 1 0.25 if(1 5 1,"O.K.","N.G.") _"O.K." .• ••• . . • . . •• . .. . .• • . . . .. . ..• 0. • . • • . . . • .• ... .. . . . .. • ••• ••• s •• • •••• • •• • • • • •••• •• • •• • • • • 00 • • • • • • • • • • • • • • • • • • • A. •• 04 0 • 0 •• •• Victor Ceron PE 8883 Fontainebleau Blvd#105 Miami, FI 33172 LOAD IN WOOD LEDGER(2X10)TO CONCRETE TIE BEAM CONNECTOR Using 1/2"x4"Embed Simpson WedgeAnchor@20"O.C. Applied Tension:= 0-lb Spacing:= 20in 1.5in Width Applied_Shear:= Pdesign _.Spacing 20in 2 Applied Shear=39.04 lb CHECK TENSION Bolt Tensile Capacity= 1890 lb Applied Tension =0 Allowable Tension:= Bolt—Tensile—Capacity Allowable—Tension = 1890 lb Applied Tension _0 Allowable Tension CHECK SHEAR Bolt—Shear—Capacity=2000 lb Applied—Shear=39.041b Allowable—Shear= Bolt—Shear—Capacity Allowable—Shear=2000 lb Applied Shear =0.02 Allowable—Shear CHECK INTERACTION Applied Tension Applied Shear""l Allowable Tension + Allowable Shear 1 =0.02 if(1 5 1.0,"O.K.","N.G.") _"O.K." .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . .. . . . . . . . .. . . .. . . . . . . . . . . . V . • . • . • . • ... ... 10 . . . . . . . . . . . .. .. . . . .. .. Victor Ceron PE 8883 Fontainebleau Blvd#105 Miami,FI 33172 LOAD IN WOOD RAFTERS (2X8)TO WOOD LEDGER(2X10)CONNECTOR Using Simpson LUC26Z Connector Section Properties I := 7.25in := 1.5in _ (Nesign)•B w=5.58•lb ft t h - (Width- 1.5ft) Lengthb= 12.5ft Distributed load on rafter Lengthb W. R=34.861b 2 Checking Interaction 8951b Allowable Uplift as per manufacturer specs if(R 5 A,"O.K.","N.G.") _"O.K." .. ... . . . . . .. .. . . . . .. . . . . ... . .. ... .. . . . .. . •.• ... . •• . . . . . . . .. . . 00 .. . . . . . . . . . . .. . 0 . . 000 ... ... 11 . . . . . . . . . . Victor Ceron PE 8883 Fontainebleau Blvd#105 Miami,FI 33172 UPLIFT LOAD CRITERIA Width= 14ft Length =27ft Pdesign=44.62•psf h=0.66ft P P 3.5 Width Length + Width P 1.5 Length Pu=623.71 Ib design' 48 2 2 2 design' 20 2 Width , = h' 2 PdesignWp Wb= 159.95 lb �•9ft Mc=479.84lb•ft .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . .. . . . . . . . .. . . .. . . . . . . . . . . . .. . . see . . 098 ... . . . ... . 12 . . . . . . . . . . 6 00 00 0 0 0 00 00 Victor Ceron PE 8883 Fontainebleau Blvd#105 Miami, FI 33172 COLUMN FOOTING SIZING INPUT Moment:= Mc 1 I := Pu Lateral:= Wb Moment=479.84 lb-ft Uplift=623.71 lb Lateral = 159.95 lb WidthF:= 2Tin LengthF:= WidthF DepthF:= WidthF -ysd1:= 120. Ib soil= 30-deg Volume:= LengthF•WidthF•DepthF ft3 CALCULATE DEPTH REVD TO RESIST UPLIFT Uplift=623.71 Ib Volume Uplift Volume -6.93•f3 Required�= Ib Required— 0.6.150•— ft3 := WidthF2 Area=5.06ft2 VolumeReguired DepthRequired= DepthRequired = 16.43-in Area OVERTURNING CHECK MmeWidthF:= Moment+ Uplift. 2 + Lateral•DepthF M = 1541.4lb-ft Ib MR:= 150 lb Volume. 2 WidthF + 3rysoil DepthF3•WidthF fo 2 MR=6535.37lb-ft if(M s MR,"O.K.","N.G.") ="O.K." .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . .. . . . . . . . .. . . .. . •• . . . . . . . . . . . • . • . • . • ... . . . . 0:6 . . • 00 00 0 • 0 •• •• Victor Ceron PE 8883 Fontainebleau Blvd#1 5 • Miami,FI 33172 CHECK COLUMN FOR LATERAL STABILITY OF STRUCTURE Lateral= 159.95 lb (FBC- 1807.3.2)Design Criteria---EQ 18-1 _ 9 f S3:= 2.200 Ps•DepthF ft 3 WidthF=27-in 2 210.5 WidthF +WidthF 1 b=3.18ft Lateral 2.34• A=0.39 S3•b 1l d:= 0.5A•11 + C4.36H0.5 A11 d=23.65.in JJJ if(d 5 DepthF,"O.K.","N.G.") _"O.K." • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• • •• • • • • • • • •• • • •• • • • • • • • • • • • •• • • • • s • • • • • • • • • • • • • ctor Ceron PE 8883 Fontainebleau Blvd#105 • Miami,FI 33172 LOAD IN WOOD COLUMN(6X6)TO CONCRETE FOOTING CONNECTOR 6 x 6 column embeded 12 in into concrete footing Embedment:= 12•1n Pu=623.71 Ib Contact Area:= 4x 5.5in•Embedment Contact Area= 1.83ft2 ,F= 30 12 Wood to concrete friction coefficient in P:= F•Contact Area P=7920 Ib Pu P 0.08 NO 5 1,"O.K.","N.G.") _"O.K." as• . ••• ••• . •• . • • . . . . .. .. . . . . . . . . . . . .. . . . . . . . . •• 0:4 15 • •• •• 0 • • •• •• ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • "• "i •'i •'• i i "• • •• • • • • ••• • •• ••• N.E. 103rd STREET Q,O JP Jv� 5 4, 3 O 4 Av l5'A LLEY 2 4P 7 �y 8 175 9 10 1 ......................................................................................................................................................... :��o'TOTAL R/W):•:':•:':':':':•:':... N.E. 103rd STREET :::::::::::::::::::::::::::::::::::: :.:.:.:.:.:.:.:.:.:.....:.:.:.:.:::.:.:.:.:...(PER PLAT)•:......:................•:.:::::,:......:::...::::. ......:�:......................�...........................:........ ... 5 .............'.'.'.'.'.' .':•:•:•:':':':•:•:•:•:':':•:•:•:•:•:':':': :•:':•:•:•:.::•:':'.':':':'.':'.':'.'.'.':.'.'.......'.'.'::...:'.'...'..'.:::::101...':::......':...'..'.'.......:...'.'..':::::::::: :::'::':':':':':'::::::::::':::::':':':: ........................................ ............................................... ............................. :•:•:•:•:•:• :•: ••:•:•:•:•:•• •:•:':••'':•:•:•.•:••'••:20'ASPHALT PAVEMENT:: :::::::::: ::::::::: :.'.': :.:.:.:.:.:.:.:.:.:.:.:.:.:.'.•.'.-.'.'........... ... .... .... ....: ... .... ;• ••',•Y:r °L i°! ..••• • :,iii .�• .� O :�:• 22'PARKWAY , -:. ;�• :...:� ..::f: •:. _•��• ' ' '.100.00' (R & M ) P.P. :• • '''.•: • O.H.L. -- �.—=:z�: --------- --------------------- ------------- :•.'' •x•• •+ ;-ly.•,�:t. �..:. .p.r.;i:v. ?5'CONC. SWK.' .: ::•� :. W.M;i ter.---.u.t.�'�°- •f �� •• .. .... F.I.P. 1/2" F •:P•:•�%2"• (NO ID.) 9 Q j , ::=.• . 2 �05� ....... ).:. '' ' 3 v ::::::: >•.:. • I r., . cO p rn 3] ••• .......'.. ;• •• ;• W!F 4: :• f 4 r0 • • ............ 6 'u •. •pfi N /0+ ...... 12.50' o + 12, 0.20'IN o 0.00 `f 29.50' cn I "? ONE STORY ......•. I v C.B.S. RESIDENCE •'•'•'•'.'•'•'.' I # 1172 F.F.ELEV.= 12.18' 4.75 :.:':':-:-:. p� 11.70' ....... II r n �'.'..'.:.:.:000' " .'11.10' 14.55' " ' . ' 3.5' POOL . v 16.00 4I p PUMP �.......... N 9 65, A/C I :::. I LOT 4 :,=.,• LESS W 20'OF ;:;.:.;y' =•'i; b`� ::: BLOCK 175 • `'13.70 f• M:: 0 ..4.5'.. I o C) 0ro' O "' •. : o0 00 �.•. U N ' cq i REMAINDER4.��•!� 4*1 •:•: :.� LOT 4 .:.:.:. .:.' BLOCK 175 ^ 13.70' 17.50' .., •r k ........ j �g.25,C.B.S. WALL jl,, :::::::::... .. 0.10'CL + C.L.F. NpL' : --1-------- .. F.I.P. 1/2" o M P.P. P:'•1•%•2•"•'. .. ::::::::::::... ...No 1D.> o :.:52.28 (R & M ) •:•:• : :: .:�':' N 15'ALLEY ......... . ..... ...............10'ASPHALT PAVEMENT................ 2 3 41 5 16 2 x 4 PT WOOD ATTACHED TO CAMSTMCr 2 - 10D NAIL @ EA RAFTER SITE INFORMATION: o 79 AV. -L.,V INgAwlO sHor�s LEGAL DESCRIPCION: 2 x 8 PT WD RAFTER 4OT LE98 THEI ACCOMMMIM FtAR1QA. n -Q MCTOK CUM - COPE OF WORK: � (2) H2.5 SIMPSON TIES WITH SM FO S 3.5 NOA APPROVAL FL # 10456.11 - 5 - 8D NAILS INTO WOOD RAFTER °•°�� ZONING CATEGORY IVDU3•— 5 - 8D NAILS INTO WOOD BEAM. SOIL STATEMENT: MIN (2) 2 x 10 PT WD BEAM STM SYSM err OF&MAD NON WARM F UNDkTION W (2) 112" DIAM THRU BOLT. WARM ON 1 �U EE oR UNoWWt O ALL WOOD MEMBERS TO BE SELECT STRUCTURAL mpa"d W*SITA AT SPRUCE PINE G ASM STARTED AM FOUND. 6 x 6 PT COLUMN MAXr 10' ALL WOOD PT RATE #2 PROVIDE FIBERED ROOF COATING ••�� "" • • • AROUND EMBEDED PT WOOD COLUMN 00 FUNDATION NOTE: NEW 27" X 27"X 27" ::'.:• M MATERIALS' •' • FOOTING 3000 PSI ••�••� "• '' '-' ALL WOOD MEMBERS TO BE: .•.. ''�' ••:. SELECT STRUCTURAL SPRUCE PT ...• �=�� PROVIDE 2 # 5 ON EACH DIRECTION AT TOP '•••• '••••` -� :••• : 49 MIN 3" RECOVER ""' �'`— • mFew 50 ed 0 A700 0►, ,"•, 4 •W • V300N COWROdS M AT 30 DAYS L�" NEW PAVERS � o m 00 pd ALL tnP�TO AN®STEEL 4n �/\�" CODE iNFORMTION: w N / / THE STRUCTMAL SYSTEM FOR THE BTRUCiIIRE HAS8�l \%\i/ ® ;\�i�/i`\/\\/' //i/� /\/ j\ \\ ® -L O DEBE8 M ACCORDiANCE WI1H THE 2014"IVDA"OM CODE.NDS 2008.ACI 318.11.ASCE 7-10 THE FOLLO WM 27" h \,,:X�/\;/� ax Mw lOS®LOADRM HAVE BEEN UMMM N : 38EC.G=8PEEDs 178MPH \�/\\i��%\ Q \�j�j i\\j'\\\'/�\/.j'j//\;!�'�' •�. 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RAFTERS .. .. .. r-••..•• rx10"PTWOOD ••:••: :•• •• •••.• BEAMS • • •••• • ��./7 Lei • • • . • J • COLOR �I • ...$ •.wwwn�. • °� CORDOVAN BROWN • .1: •�'•® � • •• CC .Lsl9 • .x W Frr •: , C� m COLUMN TYP D V)L13" N -:<2=C gill 111111 1 6 REAR ELEVATION SCALE 3/16" = 160" "- TM 61R Fq X60 5 =rgrLUS r----I A4