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EL-09-667tif Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY. INSPECTION'S PHONE NUMBER: (305) 762.4949 FEMIEVE3 l � l JUL 0 8X009 El BUILDING PERMIT APPLICATION FBC 20 Permit Type; ELECTRICAL Owner's Name (Fee Simple Titleholder) `i ' C e9 /P' .-n os , SeZPhone # lib N C c #' s •�+e�ie * / Sh©, S Permit No. Master Permit No. 3o9 4.P 0 Owner's Address City9''t/b w, ShC9 5 State tr Lo r Zip S 3 13 0 Tenant/Lessee Name Phone # Email deS cs r' rat IA ItCe/ . Pk, i o, +-r+ is �,�, ea / Job Address (where the work is being done) / 6 i/ 6 9,T `O S .,e j City Miami Shores Village County Miami -Dade Zip 33'3?., FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name /4. /7417 c, Phone # e2.9" 4g Contractor's Address /49/ .S ,20 City A41 State Zip /74 • Qualifier Name 9f?7 0 Phone # 0643 %,564 ^ 4460� e.7 State Certificate or Registration No. (DX2210 Certificate of Competency No Contact Phone E -mail Architect/Engineer's Name (if ..abbe) Phone # ) Square / Linear Foo =e W S t the • Alteration [New y wia : . ,..., i f* S 'Lila. Iv i Value of Work For t Pei* Type of Work: Describe Work: Nk. 'ad/Replace ❑ Demolition TA,M. AL l e_Y 44******** *******************+k** "` **** R **** ***k!k?l ** ******** ***#+k******* **** ** Submittal F Permit Fee $ �✓ CCF $ CO /CC $ Notary $ Training/Education Fee $ ` Teclnology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Y Structural Review. $ Total Fee Now Due $ I O+ See Reverse side -+ 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 reinspdon / will,,be charged. Signature 1 / Signature dtOContra tor The foregoing instrument was acknowled:ed before me this .1 The foregoing instrument was ac . owledged before me this .Z day of a d l c1 ,200i , by l r -1 r fS c,' / /e' -i gr &eIer of j ' l c , 20���', by who is personally known m the or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: * * * ** * **** * * * * * * ** APPROVED B Sign: c �__e_ r e�.�� ��t� . Print: LC/ Ai.--to, ap G' er>e", > ., .4 My Commission Expires: Print: Pf /'.2 v, C e - ch.- NOTARY PUBLIC -STATE OF FLORIDA My Commission EntIf RY PUBLIC -STATE OF FLORIDA Milena Paparoni "' Milena Paparoni . -•' Commission #DD685086 ' ,TUNE ' r Commission #DD685086 o f Expires: NE 13, 2011 ' . ,, Expires: JUNE 13, 2011 (Revised 07 /10 /07XRevised 06 /10/2009) Sign: NOTARY PUBLIC: ) Plans Examiner Zoning Engineer Clerk checked BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Value of Work F Type of W D mot Owner's Name (Fee Simple Titleholder) q yr c / Sr o M ✓ n c.-, rl e2- Phone # Owner's Address f 2 F if/ & 43 , d s bt rg +ems City Rd'A,w►.i 5tio - State Zip 33 C TenantlLessee Name Phone # Architect/Engineer's NamQ applicable) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Roofmg FOMEVIE1 JUL 0 8 2009 gy Permit No. 2 Master Permit No. kei0"nn i X023 Job Address (where the work is being done) / ? 6 4/ 6 cf, rd �5 tt ►-�e�� City Miami Shores Village County Miami -Dade Zip 53 % FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name PC5 G eS C 64-•e° iGd p,.C/p ✓ Phone # SOS - 3 03 7 O Contractor's Address 222- 1 A/C 1 tS q 5 .tit s v I/ 3 2 - O City d{ Ph. / k POnr'i Se 0+( -�'1 State r L Zip 33 t 6 G Qualifier Name R4 � 9.2 Y O ©t State Certificate or Registration No. C 59 /5 0 9' AS Certificate of Competency No. Phone # ?19-r- e l 2 Z6' 0 e( - f: tage Of Work: ❑ Repair/Replace ❑ Demolition S Ate° K irate AIWA. a1 M - ['L ` + .fi ' 1 W 4.(1U Submittal Fee $ Permit Fee $ J J Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ CCF $ CO /CC See Reverse side - 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 wit, _ ; . t b ° a roved and , r . p /ion fee will be charged. Signature ° ,% // Signature Owner r ; ge Contractor The foregoing instrument was ackno - ledged before me " is this !rf / The foregoing instrument was acknowledged before me this Q_ l day of 7� �c , 2 , by �r ca`S co Gr�r�ezl.I fr> (t , 20 ®T, by � v 7( c9 ° who is persona Iown to me or who has produced who is personally knn wn to me or who has produced As identification and who did take an oath. as identification and who did take an oath. (Revised 07/10/07) NOTARY PUBLIC: Sign: r i Print rlC�e.'. • �. Lf f dr � , C-- 0- / TARY PUN :C•9TATE OF FLORID,�t�. � � � � cam"' My Commission Expires: ". ''' °° 1 ci�8 T' par01u y Commission ExpiresNOTARY PUBLIC STATE OF FLORIDA Commission aila?�6 . . .,,.,. ,, .x�x .x�x .x�x �x �x�x.x�x .x�x�x .xs� �x �x�x 3,1 i ' * **i i* *, 4 * ** * * ***** * * * *** * *'*?*11 1 * ** * * *** 1 BDNDEb TIM ATL/ - r:C BONDING CO.,INC : 1B 1011 1 3 „. " "ri`°°.: JUNE 13, 2011 BOND DTii.;�ali: i..:BO\'DLNGCO.,DM. APPLICATION APPROVED BY: �/11 .Jl Plans Examiner Engineer 1 NOTARY PUBLIC: Sign: S Zoning BUILDING PERMIT APPLICATION FBC 2006 Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) City Miami Shores Villag FOLIO / PARCEL # Is Building Historically Designated YES Architect/Engineer's Name (if applicable) Value of Work For this Perini Type of Work: Describe AnA/A, Submittal Notary $ Miami Shores Village Z rcnt Building Department jut. 0 8 2009 ffi 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: 666 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Fee $ Training /Education Fee $ 1E oil County Miami -Dade NO Alteration, ❑Ne Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ Permit No. Master Permit No. R C,C)q— 3 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) SL ' J4i f Z Phone # :Jb 1 Z12 Se/ Owner's Address 124 i Jg ergsr Cit N i M1 State F Zip 332 Phone # Contractor's Company Name 1 ,6 i e Phone # 4 , �- 23 - Contractor's Address 5 e - City (r State sled Zip Qualifier Name Phone # State Certificate or R e g i s t r a t i o n No. 6 G 7.' 7 ertif[: icate of C ompetenc y No. E -MAIL: Phone # NIP Square / Linear F+ a Of Work: Repair /Replace ❑ Demolition S' j 4112° ®r S ig CCF$ Zip 'J 3r9s CO /CC Technology Fee $ Zoning $ 360 See Reverse side - ri Bonding Company's Name (if applicable) Bonding - Company 'is 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 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 jjot b moved and a r pe don fee will be charged (Revised-02 /08/06) NOTARY PUBLIC: Sign: Print: 1'f t ( - ha My Commission Expires: APPLICATION APPROVED BY: x x x**xxx xxxx** ********** ***3 . BONDED Ttu Signature ontractor Owne / ,Agent The foregoinfinstrument was acknowledged before me this 1_ The foregoing instrument was acknowledged before me this 2 day of Jv t e , 2(b r'1, by .fe - c / s cc Ik.-., i thy of It, C 7 , 20 © by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: OTARY PUBLI -STATE Mii€ s,a Paparanl ,Y*,vxSTx,Y'xxxao tow xxxx xxxxxde****..Sexxx, *** ,. ,,,.,SDING CO„ as identification and who did take an oath. My Commission E , r _.� 4 '� • ' At1a Y t t l 11 �r °G`T) 4ex.=;wwBrxxxx*,Y* ***xxxxxxr. xx,: 4.. t t /C:stA `E OOF FLORIDA %I ".4%la is B€pa! � k5'F a M0 I M I O � DEDIERD ATLANTIC 091100 co,, Engineer Zoning RODRIGUEZ PROFESSIONAL DESIGN CORP. C.A. #27469 244 I NW 13 st #9G MIAMI, FL 33 125 TITLE ••• STRUCTURAL CALCULATION: PROJECT: HERNANDEZ'S RESIDENCE 126 NE 93 STREET MIAMI SPRING, FLORIDA 33138 TABLE OF CONTENTS 1- WIND LOAD DESIGN (BLOCK FENCE) 1 to 2 2- FREE STANDING WALL FOOTING DESIGN 3 to 4 3- MASONRY DESIGN 5 to 7 4- CONCRETE BEAM UPGRADE 8 to 10 5- FOOTING UNDER NEW COLUMNS DESIGN 10 to 10 6- WIND LOAD DESIGN (NEW WINDOWS) 11 to 12 PAGE ITOTEVIE JUL 0 8 2009 FAX # (305)368 -471 0 Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft Izm Cc * (331z) ^0.167 0.2281 Lzm I*(zm133) ^Epsilon 427.06 ft ( 1/( 1+ 0. 63 *((Min(B,L) +Ht)ILzm)^0.63))^0.5 0.9814 Gust2 0. 925*(( 1+ 1.7 *Izm*3.4 *Q /(1 +1.7*3.4 1zm)) 0.9152 Gust Factor Summary N 'Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85 E Calculated Parameters Type of Structure lieightlLeast Horizontal Dim 6.46 Flexible Structure I No WINDO2 v5 Detailed Wind Load Design (Method 2) per ASCE 7-05 Description: Analysis by: User Input Data Structure Type Basic Wind Speed (V) Struc Category (I, II, III, or IV) Exposure (B, C, or D) Struc Nat Frequency (n1) Kd (Directonality Factor) Overall Structure Ht (Ht) Width Perp. To Wind Dir (B) Width Feral. To Wmd Dir (L) Other 146 II C 1 1 4.33 0.67 16.25 mph Hz ft ft ft Calculated Parameters Importance Factor 1 Table 6-2 Values Alpha = I 900 0 1 z g = 0 At = Bt= ,Bm= Cc = I= Epsilon = Zmin = 0.105 1.000 0.650 0.200 500.00 0.200 15.00 ft ft 6/10/2009 •• • •• • • • • • • • •• • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • PAGE No. 1 01'12; • • • • • •• •• • • • ••• • • • ••• Elev. ft Kz Kzt Qz Ib/ft ^2 Wind Pressure based upon different Cfs (Iblft ^2) , 5 1.3 8 1.4 Windward WaII 0 24.33 0.94 1.00 51.29 57.98 43.59 43.59 43.59 43.59 43.59 20 0.90 1.00 49.21 55.64 41.83 41.83 41.83 41.83 41.83 , 19.58 0.90 1.00 49.00 55.39 41.65 4t65 41.65 41.65 41.65 15 0.85 1.00 46.32 52.37 39.37 39.37 39.37 39.37 39.37 Elev Kz Kzt qz Pressure (II:002) 5 1.3 8 1.4 Windward WaII 0 20 1.75 Ib/ftA2 +GCpi 1 -GCpi At Ground Leve12 s v Cf <= 3 1.2 5 1.3 8 1.4 10 1.5 20 1.75 30 1.85 > =40 2 WINDO2 v5 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Design Wind Pressure - Open Buildings and Other Structures Note: 1) User must select shape factors from the appropriate tables, and enter within this table. Figure 6-20: Force Coefficients for Solid Signs Above Ground Cf 1.2 1.3 1.4 1.5 1.75 1.85 2 NUN < � 10 16 20 40 60 >=80 Notes: 1) Signs with openings comprising Tess than 30% of gross area are considered solid signs 2) Signs where distance from ground to bottom edge is Tess than 0.25 times vertical dimension are considered at ground level v - ratio of height to width M - Larger dimension of sign N - Smaller dimension of sign (v= I M= ft N= ft M/N = 0.50 6/10/2009 • •• ••• • • • • • • •• • • • • • • • • •• •• • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • •• • • • • ••• • • • • • • PAGE No. 2 o2 12: • • • ••• • • •• •• • • • ••• • • • ••• FREE STANDING WALL FOOTING DESIGN Project : HERNANDEZ'S RESIDENCE Address: 126 NE 93st MIAMI SPRING, FL Wind Pressure Wall Weight Wall Height (H) Wall thickness (B) Soil Depth Total heigth Overturning Moment Mw= 1,094.13 Ibf -ft/ft Axial Load Ps= 311.3 Ibf Horizontal Load Hw= 226.76 Ibf Passive earth pressure to be 220Ibf/ft considered in front of the wall Footing Size First Try w= 2ft h= 1.33 ft L= 1 ft OVERTURNING CHECK Counteracting Moments due to: WaII= Ps x a2= Footing= 150 x w x h x al= Soil on the left= 90 x X x 1.33 x a4= Soil on the right = 90 x X x 1.33 x a3= Passive earth pressure= (220x2.83 Total SLIDING CHECK 52.37 psf 55 psf 4.33 ft 8 in 1.33 ft 6.99 ft ■ 311.30 Ibf -ft/ft 399.00 Ibf -ft/ft 133.00 Ibf -ft/ft 26.60 Ibf-idft 778.32 Ibf-ftlft Level Arms al= 1.00 ft a2= 1.00 ft a3= 0.33 ft a4= 1.67 ft NEW CONCRETE X= 0.67 ft FOOTING. , d =Soil depth + h 2.66 It Overturning Factor= Overturning Moment= M= 1,648.22 > 1,641.19 OK NEW CMU WALL. 1.5 1,641.19 Ibf -ft/ft Counteracting Forces due to: WaII= Ps 311.30 Ibf/ft coefficient of friction 0.4 Footing= 150 x w x h = 399.00 Ibf/Ft • • ••• • • • • Soil on the left= 90 x X x 1.33= 79.80 Ib /ft Sliding Factor= 1.5 • • • • • • • • • • • • • • • Soil on the right = 90 x X x 1.33= 79.80 Ibflft Sliding Force= • • • • • • • • Passive earth pressure = 220x28312 29260 Ibflft SF 340.14 Ibflft Total 1,162.50 Ibflft • • • • • • • • • • • • •• •. ••. • • • • Horizontal Force= Total Vertical Force x coefficient of fiction 465 > 340.14 OK • • • • • • • • ••• • • •• • • • • ••• • • • • • • PAGE No. 3 OE 12. • • • • • • •• •• • • • ••• • • • ••• PRESSION DISTRIBUTION Pt= (1,543+556)/2 = 1,050 Ibf/ t q= (Pt/w x L) ± 6 *M /(L x w)) q1= 1,543.95 psf <2,000 OK q3= 556 q2= - 833.65 psf e= eccentricity with respect to center of footing e= 0.00 ft e= eccentricity of Axial Toad with respect to Moment e= 2.55 ft DESIGN FOR FLEXURE Y= 0.83 Mu= (qu/2) x Y Mu= 1,020.81 Ibf-ft/ft Mu= 12,249.71 lbf-infft d= 12.96 in Ku= Mu/(12x d Ku= 6.08 minimum reiforcement governs As= 0.0018 bh As= 0.344736 in DESIGN FOR FLEXURE SHEAR Vu= 1,050 psf x 1ft /2 Vu= 393.75 Ibf ft= Ovu= 2GbdJfc mvu= 13,802.61 Ibf >Vu OK (Critical section located at halfwa between the center and the face c the wall) ASSUMED SOIL BEARING CAPACITY= 3,000.00 Use #5 bars @10" o.c. top and bottom 1,050 psf 1,544 ps NET PRESSURE DISTRIBUTION fy= p= 0.85 x fc (1- '(1- (Mu/(0.383x bd fc) / fy p= 0.000112551 555 psf Y 60,000.00 2,000 psf CRITICAL SECTION FOR FLEXURE 834 psf • • ••• • • • • 1 • • • •• • • • 1 • • • 1 • •• ••• •• • • 1 •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • PAGE No. 4 Off' 12: • • • ;' • • •• •• • • ••• • • • • • • Masonry Wall: MASONRY WALL ANALYSIS AND DESIGN Project : HERNANDEZ'S RESIDENCE Location: 126 NE 93st MIAMI SPRING, FL. By: TIME: 06:53 PM Page: 1 DATE: 06 -10 -2009 DESIGN METHOD : ACI 530 -99: Working Stress Design MASONRY MATERIAL : Hollow Core Concrete Masonry Units MORTAR TYPE : Type S MORTAR MATERIAL : Portland Cement Lime Mortar BLOCK PLACEMENT : Running Bond MASONRY WALL DATA: Wall Height Nominal Wall Thickness Depth to c.g. Steel, Wall Parapet Height Nominal Parapet Thickness Depth to c.g. Steel, Parapet Design Strip Width Main Wall Reinf. Layers Wall Grout Spacing Support Type at Base Span Type WALL LOADS: Wall Weight Floor or Roof Load: Additional Vertical Load: Dead = Live = Eccentricity = Vertical Distance (y) = Equivalent Fluid Pressure = Vertical Distance (x) _ WIND LOADS: Load W or H 1 W 2 Magnitude (plf, lb) Dead = Live = Eccentricity = 52.37 0.00 = 4.33 ft. = 8.00 in. • 3.81 in. 0.00 ft. • 0.00 in. • 0.00 in. • 12.00 in. = One Layer = Partially Grouted = Fixed Support = Cantilever Wall (Fixed Base) 55.00 psf. Distance From Base of Wall (ft) Start End 0.0 Lb 0.0 Lb 0.00 in. 0.0 Lb 0.0 Lb 0.00 in. 0.00 ft. 0.00 pcf. 0.00 ft. 4.33 •• ••• • • • • • olo • • • •• ••• •• • • •• • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • PAGE No. 5 OE 12: • • • • •• •• • • • ••• • • • ••• Notes: 1. "W" designates a uniform distributed wind load. " "H " designates a concentrated horizontal wind load. 2. horizontal loads are positive to the right. MASONRY DATA: Masonry Unit Strength Masonry Compressive Strength, f'm = 1500.00 psi. Allowable Flexural Stress, Fb = 500.00 psi. Allowable Shear Stress, Fv = 38.73 psi. Allowable Tension: No Grout, Ft = 25.00 psi. Solid Grout, Ft = 68.00 psi. Modulus of Elasticity, Em = Modular Ratio, Es /Em = n = Single Grouted Cell + Web Width Nominal Length of Masonry Unit Block Face Shell Thickness Nominal Minus Actual Thickness MATERIAL DATA: Steel Yield Strength, Allowable Steel Stress, Modulus of Elasticity, REINFORCED WALL DATA: Minimum Steel Ratio, As /bt DESIGN LOADS: SUMMARY O F R E S U L T S F O R MAIN W A L L ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Moment, Axial Load, Load Combination Eccentricity at Moment, NOTE: Max. moment is located in Zone C, (e > 2d/3) Wall is cracked, steel is stressed in tension. Max. Shear, Load Combination ANALYSIS RESULTS: Design Strip Width Actual Wall Thickness, Effective Height, Seismic Force, (IBC 2000 1620.1.7) = 1900.00 psi. 1,350 ksi. 21.48 - 8.00 in. = 16.00 in. • 1.25 in. 0.38 in. Fy = 60.00 ksi. Fs = 24.00 ksi. Es = 29,000 ksi. = 0.0007 Ms = -490.9 ft -lb / 12.00 in. Ps = 238.2 Lb / 12.00 in. = 1 *DL +1 *LL +1 *WL e = M/P = 24.74 in. Vs = 226.8 Lb / 12.00 in. = 1 *DL +1 *WL = 12.00 in. t = 7.63 in. h' = 8.66 ft. •• • Fp = 5.50 plf. / 12.00 inw : : •• ••• • • • • c • • • •• • • • < • • •c • •• ••• •• • • c • • • • • • • • • • • • • • • • . • • • • ••• • ••• • • • • ••• • • • • • • PAGE No. 6 a12: • • • • • • •• •• • • • ••• • • • ••• Minimum Area of Steel, Vertical Reinf. = 0.064 in. ^2 / 12.00 in. Minimum Area of Steel, Horiz. Reinf. = Not Required Ref. ACI 99 1.11 /IBC 2000 2109.6.5 DESIGN RESULTS: All. Moment Bar Fa, psi fv, psi @ Axial Load Bar Spa. Size (4/3 *.25 *f'm *R) (V /b'd) (P =238.2 lb) (in. o.c.) #3 455.49 #4 463.49 #5 466.51 #6 466.51 #7 466.51 #8 466.51 #9 466.51 9.91 19.82 34.69 44.60 44.60 44.60 44.60 837.9 770.6 689.3 743.2 926.5 1,014.2 1,086.1 16.00 32.00 56.00 72.00 72.00 72.00 72.00 Max. vertical bar spacing is 72 inch per ACI 99 2.3.3.3 (commentary) NOTES: Axial Load = Lb, Moment = ft -lb + = Moment Capacity o = Applied Moment Positive moment is defined as moment which causes compression on the outside face of wall. •• ••• • • • • • • • • •• • • • • •• ••• •• • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • ••• • • • • ••• • • • • • • PAGE No. 7 Or 12; • • • • • • • •• •• • • • ••• • • • ••• CONCRETE BEAM UPGRADE Roof loads LL= 20psf, DL= 20psf, Total lineal load 4 40x23.02'/2 = 4(itl.4plf Exiting wall self weight = »psf 18.16'= 449 pif Concentrated load due to door opening= 460.4 x 6/2 = 1,3821bf Second floor loads LL= 40psf, DL= 20psf, Total lineal load 4 40x15 900plf Existing beam self weight= 1 5tx26' x8" /t 12x12 ► = 218plf rn 1• EllE /'1 1'I 11 11 •111•11=1•• -- -- - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 EXISTING 8'X14' CONC. TIE BEAM W/ 12' DROP FOR BEAM, CUT 5' FROM THE BOTTOM AFTER BEAM IS REINFORCED AND ALL THE BOLTS ARE INSTALLED EXISTING CMU WALL 12' -3" EXISTING ROOF MEMBERS 4' Mr= NMI MN =M111 MUM NENE MI -= EXISTING CONDITION EXISTING 8'X12' CONC. TIE BEAM W/ 6' DROP FUR LINTEL 6' 6' -8 1/2" •• ••• • • • • • • • •• • • • • • • Or • •• ••• •• • • r •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • PAGE No. 8 Oit' 12• • • • • • • • •• •• • • • ••• • • • ••• o •'_ EACH SIDE OF EXISTING BEAM WE lini 1rT 1S -2" I I I I I 8 "X12" CONCRETE COLUMN I I I I. NEW CMU = 'I I I I WALL L. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 1 1 1 1 1 1 1 1 1 1 1 L 1 1 1 1 1 Beam analysis diagram 2' -8" NEW CONDITION EXISTING 8'X12' CONC. TIE BEAM W/ 6' DROP FOR LINTEL • I_R 1h EXISTING ROOF MEMBERS w =1,118 plf (due to second floor) F =1,382 Ibf (due to roof at door opening) w =909.4 plf (due to roof) 1 1 ! 1 13' -2" BEAM ANALYSIS DIAGRAM 1 •• ••• • • • • c • c • • •• • • • c • • • c • c •• ••• •• • • c •• • • • • • • • • • •• • • • • • • • • • • • • • • • • c • • ••• • ••• • • • • ••• • • • • • • • c • PAGE No. 9 C>' 1Y. • • • •• • • •• •• • • • c ••• • • • ••• EMI I I I I 1 111 Y Y 1 „ll-,L 1 , NEW A36 STEEL -�, R ° I I - REINFORCEMENT AT Beam analysis diagram 2' -8" NEW CONDITION EXISTING 8'X12' CONC. TIE BEAM W/ 6' DROP FOR LINTEL • I_R 1h EXISTING ROOF MEMBERS w =1,118 plf (due to second floor) F =1,382 Ibf (due to roof at door opening) w =909.4 plf (due to roof) 1 1 ! 1 13' -2" BEAM ANALYSIS DIAGRAM 1 •• ••• • • • • c • c • • •• • • • c • • • c • c •• ••• •• • • c •• • • • • • • • • • •• • • • • • • • • • • • • • • • • c • • ••• • ••• • • • • ••• • • • • • • • c • PAGE No. 9 C>' 1Y. • • • •• • • •• •• • • • c ••• • • • ••• Bending moment in the cater of the beam, Due to second floor load. Mc= (1,1 I8plfx I3.16)18 Due to roof load 4 Mc= (7,289 x 13.16/2) — (909.4 x 6.58 Total fixed moment 4 Left vertical reaction 4(4,980 — 7,356) Right vertical reaction47,289 — 7,356) COMPOSITE SECTION DESIGN Try 16"x3/8" A36 steel plates Ssteel= 2 x 0.375 x 16 6= 32in Sreq: (52,478ft lbf x 12)/(36,000psi x 0.6) Sreq.= 29,15in < 32 in OK CHECK THRU BOLTS AT THE SUPPORTS TO TRANSFER THE SHEAR fi = fy x 03= 36.000 x 0.3 = 10.800psi Bolt diameter45 /8in Area =0.31in= Bolt shear capacity= A x f‘= 0.31 x 10,800 = 3.3481bf Number of require bolts= 14,645 lbf/ 3,3481bf = 4.35 use 6- 5/Sdia A36 thru bolts. FOOTING UNDER NEW COLUMNS AT OPENING. Column self weight= 150 x 1' x 0.67' x 10.33' = 1,038 Ibf Fooling self weight= 150 x 3 x3 x1 = 1,350 Ibf Shear force = 13.400 Ibf Total Toad = 15,788 Ibf Mu= 1.4 x qu x L (B /2 — c1/2) 2 Mu= 1.4 x 1,754 x 4 (3/2 — 0.67/2) 2 Mu= 6,665.6 ft -Ibf Ku= Mu /(b x d 6,665.6 x 12/ (36 x 9 = 27.43 p = 0.00051 = 24,203 ft -lbf = 28,275 ft -lbf — 52,478 ft -lbf =12,336 lbf = 14,645 lbf T CONCRETE TIE BEAM EXISTING 12'X8' CONCRETE DROP TIE BEAM, CUT 1 ° AFTER STEEL PLATE REINFORCEMENT IS IN PLACE EW CONTINUOUS 16'X A36 STEEL PLATE AT BOTH SIDES OF THE EXISTING BEAM A = 15,788 / 2,000 = 7.894 ft > 9ft OK L= 3' B= 3' c1= 8" c2= 12" •• ••• • • • • • • • •• • • • • •• • • • • •• • •• ••• •• • • As= p x b x d = 0.00051 x 36 x 9= 0.165 < Amin.= 0.0018 x 12 x 12= 0.26in 4 #5 bar @12 "o.c •" • • • • • • • • . • • • • • • • • • • • • • • • • • 1 • • ••• • ( ••• • • • • ••• 1 • • • • • • 1 PAGE No. 10Ct1?'• • • • •`• • i • •• •• • • • / ••• • • • ••• Gust Factor Category I: Rigid Structures - Simplified Method Gc i Gust1 (For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gust Factor Category U: Rigid Structures - Complete Analysis , m Zmin 0.55 15.00 ft Izm Cc * (33/z)"0.167 (Enclosed Buildings 0.2281 -0.18 Lzm 1 *(zm/33) ^Epsilon 427.06 ft Q ( 1/( 1+ 0. 63 *((Min(B,L) +Ht)/Lzm)"0.63))"0.5 0.9216 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7*3.4 *Izm)) 0.8837 Gust Factor Summary G (Since this is not a flexible structure the lessor of Gust1 or Gus12 are used 1 0.851 Condition Gc i Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 (Enclosed Buildings ( 0.18 -0.18 Calculated Parameters Type of Structure Height/Least Horizontal Dim 1 0.63 Flexible Structure 1 No WIND Detailed Wind Load Design (Method 2) per ASCE 7 -05 User Input Data Structure Type Basic Wind Speed (V) Struc Category (I, II, III, or IV) Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) Budding 146 11 C 1 4.0 18.4 Hipped 1 19.58 24.33 22.16 35.00 43.75 Deg mph Hz :12 ft ft ft ft ft Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi 6/24/2009 Description: Analysis by: Calculated Parameters Importance Factor 1 Table 6-2 Values Alpha = 1 9.5001 z g = 900.000 At= Bt= Bm = Cc = 1= Epsilon = Zmin = 0.105 1.000 0.650 0.200 500.00 0.200 15.00 ft if •• ••• • • • • ( • • • •• • • • ( • •• • • • • ••( ( •• • ••• •• • • ( •• • • • • •• ••• •• •• • • • • • • • • • • • • • • • • • • • • • ••• • ( ••• • • • • ••• • • • • • • ( PAGE No. 11 01 12: • • • • • • i • •• •• • • • ( Component warm (ft) span (ft) Area (ftA2) Zone GCp - Wind Press (1b/tt 2 Max Min Max Min AST ELEVATION DOOR CALLED E 6 7 42.00 4 0.89 -0.99 53.55 -58.55 INDOW CALLED 2 5.08 7 35.56 4 0.90 - 1.00 54.45 - 59.48 INDOW CALLED 2 5.08 7 35.56 5 0.90 - 1.21 54.45 - 69.67 WINDOW CALLED 1 4 4 16.00 5 0.96 - 1.33 56.96 -74.87 EST ELEVATION INDOW CALLED 7 3 - 3.58 10.74 5 0.99 4.39 59.06 76.91 INDOW CALLED 6 4 4 16.00 5 0.96 - 1.33 56.96 - 74.87 INDOW CALLED 3 3.2 4 12.80 5 0.98 - 1.36 58.36 - 63.37 WINDOW CALLED 4 2.2 2.8 6.16 5 1.00 -1.40 59.06 -79.08 INDOW CALLED 5 4 4 16.00 - 4 0.96 -1.06 57.26 -6226 NORTH ELEVATION WINDOW CALLED 13 4.2 3.5 14.70 5 0.97 - 1.34 57.86 - 76.48 WINDOWS CALLED 8 & 9 4 4 16.00 4 0.96 - 1.06 57.26 - 62.26 !WIDOWS CALLED 10 & 11 2.2 2.8 6.16 5 1.00 - 1.40 59.06 - 79.08 I NDOW CALLED 12 3.2 4 12.80 5 0.98 - 1.36 58.36 - 63.37 'OUTH ELEVATION DOORS CALLED A & C 6 7 42.00 4 0.89 - 0.99 53.55 - 58.55 SIDELITE CALLED B 3 7 21.00 4 0.94 - 1.04 56.76 - 61.76 DOOR CALLED D 6 7 42.00 4 0.89 - 0.99 53.55 - 58.55 INDOW CALLED 14 2.16 5 10.80 5 0.99 - 1.39 59.04 - 78.86 WIND Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 611 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 3.5 => ( 3.50 It f Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Note: ****** Calculations have been adjusted to comply with ASCE -7 a Hipped Roof 7 < Theta < =27 Double Click on any data entry line to receive a help Screen 6/2412009 PAGE No. 12 OF 12 •• ••• • • • • • • • • • • • • • • • ' • ••••• ••••••••• • ••••••• •• ••• •• • • • •• • • • • • • • • • •• •• • • • • • • • • • • • • • •• • • • •• • ••• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • •• •• • • • • ••• • • • ••• • BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type: Electrical ,, � Owner's Name (Fee Simple Titleholder)- ,Z,Q.N '�L`CfKN> 2. Phone # S(d 2 1Z S071 Owner's Address /2(, f '7 56' City 1410041 i S State FL Zip ?,36 Tenant/Lessee Name Phone # E -MAIL: Permit No. A " (oAD1 Master Permit No. Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade FOLIO / PARCEL # it-SAO/v-0/5- Is Building Historically Designated YES NO Contractor's Company Name j /90 j -TG A ' Phone #.) X54- 4.g Contractor's Address /4 oZ/ 1 .) /7 .2, `c/ City /gva7/ State .7=7, Zip .�_ /74. Qualifier Name r7a7 92 Phone # - "!2. State Certificate or Registration No. 80 ,( ©© ,/,_9Q Certificate of Competency No. E -MAIL: Zip. %3L 3e Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 45'60 Square / Linear Footage Of Work: Type of Work: ❑Addition ['Alteration ['New ❑ Repair /Replace " IwDe.lition Describe Work: eqto � f - ,) .7r1 p P 19 *******x &xxxxxxxxxxxxxxxx drx **Fees xxxxxxxxxxx 9cxxxxnY***xs:xxicnY****** x**xx*x** x*x MIECIEEVIE3 at APR 2 2 2009 IV BY: CCF $ 1� a CO /CC n Technology Fee $ -SO Zoning $ Submittal Fee $ Permit Fee $ / ®O ' e Notary $ or. . Training /Education Fee $ 0 •10 Scanning $ M' Radon $ DPBR $ O� Bond $ Code Enforcement $ Double Fee $ 100- - Structural Review. $ Total Fee Now Due $ a • i0 See Reverse side -4. 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 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 inspect• . - � pproved and a r spe on fee will be charged. /, O /Agee/ The forego g instrument was ackn e � (edged before me this z day of A rf L , 20 el, b 4'rOIP -■ Cd h . -- )e d day of 4prt L , 200/, by fpar,ctsc 0 4. [,e, - who is personally known tp me or who has produced who is perc�y k"uwg to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Signature Sign: Print: POI P 1 i 6s- s j9 ,, T „ 13 My Commission Expi (Revised 02/08/06) A Print: Jkrl a -STATE OF FLORIDA My Commission Expires. Miiena Paparani ' xxr a gPMD 11 * I,, , ,, BONDED THRU ATLANTIC BONDING CO., INC. A o Plans Examiner Engineer Zoning Co mmission #DD685086 Expires: JUNE 13, 2011 :xxxx uxx NOQIEET NRRIcr MAW* xxxxr. xa: APPLICATION APPROVED BY �jij Signature �` % Si �� � nn g � � � r1GIb.�C� 1� Sign: •- t�c�., C ntractor The foregoing instrument was acknowledged before me this 21 eve Scheduled Inspection Date: June 03, 2009 Inspector: Devaney, Michael Owner: HERNANDEZ, FRANCISCO Job Address: 126 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: LIGHTGATE INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Sho Phone: (305)795 -2204 Fax: (305)756- Inspection Number: IN P-1122 Number: 4, -09 -66 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (786)282 -9014 Parcel Number 1132060133130 Phone: 305 - 554 -4820 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ��' g ,7 -3r&