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5920 SW 68 ST_EB-09-062 I Part 1 City of South Miami PLANNING DEPARTMENT APPLICATION FEES DATE: CHECK NO: 5 NAME: �}/! ADDRES : PHONE NO: 03.41.300 ERPB HEARING FEES !$ a (Total) Applications for new construction in the RS and RT zoning districts Single unit ($750) All other applications for: - New construction($900);Renovation($450); Signs,fences,walls, etc. $225 For each additional appearance before the Board($150) VARIANCE 02.19.161 Advertisement and Notice Fees............................($1500) 03.41.200 Admin Fee.......................................................($1500) (TOTAL$3000) EACH ADDITIONAL VARIANCE............................($1125) SPECIAL USE/SPECIAL EXCEPTIONS 02.19.161 Advertisement and Notice Fees............................($1500) 03.41.200 Admin Fee.......................................................($1500) (TOTAL$3000) 02.19.161 REZONING APPLICATION (less than 10 acres).........($6000) 02.19.161 REZONING APPLICATION (more than 10 acres).....($20,250) LDC TEXT AMENDMENT I(General standards,misc..provisions) 02.19.161 Advertisement and Notice Fees................................. ($1500) 03.41.200 Admin Fee............... .......................................... ($1500) (TOTAL$3000) LDC TEXT AMENDMENT II(Change Permitted use Schedule) 02.19.161 Advertisement and Notice Fees................................. ($4,500) 03.41.200 Admin Fee............... .......................................... ($1,500) TOTAL($6000) 02.19.161 COMPREHENSIVE PLAN AMEND AD FEE......... ($22,500) 03.41.200 COMPREHENSIVE PLAN ADMIN FEE..................($7,500) (Total$30,000) 02.19.161 PUD/MAJOR CHANGE LEGAL ADS($1,575) 03.41.200 PUD/MAJOR CHANGE ADMIN FEE($3,675) (Total $5,250) 03.41.200 PUD MINOR CHANGE ADMIN FEE($1,500) 03.41.200 WAIVER-OF-PLAT APPLICATION ($4,500) TOTAL ' X:\Forms\RECEIPT FORM Part I(10-8-08).doe Ordinance No.44-08-1979,adopted 10-7-08 3. I White copy to Planning;Pink copy to Customer; Yellow copy to Finance Motion: Mrs. Mark moved to approve the application as presented.Mr. Trautman seconded. Vote: 5 Approved 0 Opposed 2) [ERPB-09061] Applicant: Shelly Guberek Property Owner: South Miami Center,LLC. For: Doggy Studio & Boutique Location: 5824 SW 73 Street Request : Signage Installation Applicant Present:Ms. Shelly Guberek Mr. Lightfoot read the item into the record. Mr. Rivera questioned if the size dimension of the window signage being proposed is permitted by the Land Development Code. Mr. Lightfoot responded that the window signage is permitted as a window permanent sign or as window information sign. However, the applicant is only proposing a painted mural sign at this time. Mrs. Mark commented that the mural sign's dimensions are too big. Mr. Trautman questioned if the dimensions are acceptable to the code. Mr. Lightfoot responded yes. Motion: Mr. Trautman moved to approve the application as presented. Mr. Balli seconded. Vote: 4 Approved 1 Opposed (Mrs. Mark) 3) [ERPB-09-062] Applicant: Miami Awning . Property Owner: 5920 CRN S, LLC. For: Children's Rehab Center Location: 5920 SW 68 Street Request : Awning Installation Applicant Present: Mr. Ted Linze Mr. Lightfoot read the item into the record. Mr. Trautman questioned what the maximum size for an awning is. Mr. Lightfoot responded 15' in width by 12' in height. Mrs. Mark questioned the dimensions of the awning located on the south side of the parking lot. The applicant responded that the awning is supposed to be 5' by 4" not 5' by 3". Mrs. Mark further questioned the awning located on the east side of the building and recommended having elevation drawings. Motion: Mr. Trautman moved to approve and Mr. Bedell seconded the application with the condition that the width of the awning on the east side be reduced to (15) feet in width to comply with the Land Development Code. Vote:.-. 5 Approved 0 Opposed ERPB Mins 09-15-2009 Pg 2 of 3 South Miami ` F l o r i d a- f9' PLANNING&ZONING DEPARTMENT {; � � ;t U,ra', w'{ t�j 6130 SUNSET DRIVE au•dlnencaellp SOUTH MIAMI,FL 33143 -w � �, f TEL: 305-663-6326 tea �hDiiY.iR. ,Air t,� FAX: 305-668-7356 \i_hW,•'`e,.._a......v.+"'""h-A oj 2001 September 15, 2009 Re: Environmental Review & Preservation Board Applicant: Miami Awning Property Owner: 5920 CRN S, LLC. For: Children's Rehab Center Project: Awning Installation Address: 5920 SW 68 Street ERPB No.: 09-062 Meeting Date: September 15,2009 Dear Sir, The intent of this correspondence is to inform you that the City of South Miami Environmental Review and Preservation Board (ERPB) has granted .final approval of your application with conditions. The next step in the plan review process is to submit an application for building permit. Please contact the Building Department at (305) 663-6358. The final approval from the ERPB shall lapse after six (6)months if no permit is applied for. This requirement can be found in Section 20-5.11(L), entitled Expiration, Land Development:Code. Please be advised that an appeal of an ERPB decision or recommendation may be filed with the City Clerk at any time before a building permit is issued. Appeals may be submitted by the applicant, interested citizens, or the city administration [Section 20-6.2 (A),City Land Development Code]. If you have any questions regarding this application, please contact Mrs. Lourdes Cabrera-Hernandez at the Planning and Zoning Department, between the hours of 8:00 AM and 5:00 PM, Monday through Friday at 305-663-6347. Sincerely, Tho as J. Vagelin irector Planning and Zoning Department Y:\ERPB\ERPB Letters\2009 Letters\September 15,2009\ERPB FINAL WITH CONDITIONS09-062.doc R CITY OF SOUTH. MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD r To: Chair & Members Date: September 15, 2009 Environmental Review & Preservation Board Tuesday 8:30 a.m. Via: Thomas J. Vageline, Director Re: ERPB-09-062 Planning and Zoning De a en First Review From: Marcus W. Lightfoot Request: Awning Installat Permit Facilitator ERPB Applicant: .......................................... Miami Awning For: ............................................................. Children's Rehab Center Property Owner: ........................................... 5920 CRN S LLC Folio Numbers: ............................................ 09-4025-028-1440 Property Address: ........................................ 5920 SW 68th Street r Zoning District: ...............................................TODD MU-4" Transit Oriented Development District— Mixed Use 4 Adjacent Zoning: ........................................... RM-18 (North); TODD LI-4, (South); TODD MU-4 (East, West) Future Land Use Category: ............................ T.O.D.D. (4+4-Story) Current Use: .................................................Daycare Center (7 or more children) Flood Zone: ..................................................X-Zone (Not in a Flood Zone) Applicant's Request: The applicant is requesting approval from the Environmental Review and Preservation Board (ERPB) for the installation of awnings for the building found at the above referenced location. STAFF ANALYSIS: Section 20-3.6(B)(5) Supplemental Regulations, of the Land Development Code, provides the following regulations for canopies: CANOPIES may extend from the main entrance of a principal building to the street line in multi-family or nonresidential districts provided that they: (a) Do not extend beyond eighteen (18) inches from any curb line, (b) Do not exceed fifteen (15) feet in width or twelve (12) feet in height, (c) Are not screened or enclosed in any manner, and (d) Provide a minimum unobstructed, clear space of seven and one-half (7.5) feet between grade and bottom of valance. The applicant is proposing to install a total of three (3) awnings on the property, which will be located along the side, front and rear of the property. All three (3) awnings will be colored blue and be made from a flame-resistant material. Please refer to the sheet labeled "Side View" for each individual awning for information pertaining to mounting. The first awning will be located on the east side of the existing one (1) story. building. The awning will measure out to be 3'-0" high by 16'-0" wide and have a depth of 8'-0". As per the Land Development Code, canopies cannot exceed fifteen (15) feet in width. Because of this, staff recommends that the width of this awning be reduced so that it complies with Section 20-3.6(B)(5) of the Land Development Code. MWL Y:\ERPB\ERPB Agendas\2009 ERPB AGENDAS\September 15,2009\ERPB-09-062.doc l 5920 SW 68th Street ERPB-09-062 presented on September 15, 2009 Awning Installation Page 2 of 2 The second awning will be located along the front of the building, above the main entrance. This awning will measure out to be 2'-6" high by 7'-0" wide and have a depth of 8'-0". This proposed awning complies with the regulations listed in Section 20 3.6(B)(5) of the Land Development Code. The third awning will be located along the rear of the building above a secondary entrance. This awning will measure out to be 2'- 6" high by 5'-0" wide and have a depth of 4'-0". This proposed awning complies with the regulations listed in Section 20-3.6(B)(5) of the Land Development Code. Recommendation: Approval with the following conditions: 1. Approval Letter from the owner; 2. The width of the east side awning be reduced so that it complies with Section 20-3.6(B)(5) of the Land Development Code; and 3. Any comments and/or suggestions from the Board. Attachments: • ERPB Application, dated August 13, 2009 • Property Appraisers Information (On File) • Photographs provided by Applicant; Site Plan, sht. A-1 • East Side Awning • Elevation • Certificate of Flame Resistance w/Material Sample • Structural Calculations provided by Rodrigo Ariza, P.E. • Side View • Front Awning o Structural Calculations provided by Rodrigo Ariza, P.E. o Side View • Rear Awning • Structural Calculations provided by Rodrigo Ariza, P.E. • Side View MWL Y:\ERPB\ERPB Agendas\2009 ERPB AGENDAS\September 15,2009\ERPB-09-062.doc CITY OF SOUTH MIAMI PLANNING &ZONING DEPARTMENT ENVIRONMENTAL REVIEW AND PRESERVATION BOARD APPLICATION STREET ADDRESS OF JOB: 'j 12.0 --5T. SOUTH MIAMI,FL PROPERTY OWNER: G,92b G (2.I,( <6wrµ, L L.C TEL.NO. 3a5 ���•gZ32 ADDRESS: 11 4Z8 w ip 9 j�obv 14 1Aj , 33174, STREET CITY STATE ZIP WHAT IS THE PRESENT USE OF THE PROPERTY? SINGLE-FAMILY RESIDENCE BUSINESS OFFICE RETAIL STORE OTHER: 641142 A-0 J s APARTMENT OR TOWNHOUSE MEDICAL OFFICE AUTO REPAIR µarms CEO r�- PLEASE,BRIEFLY SUMMARIZE THE WORK TO BE PERFORMED: t31L�SATE l u s7 A u. �3� p7�1 t 4 IQ-w�1 tit C�,S OA) WHAT WILL THE TOTAL COST BE TO COMPLETE THIS PROJECT? $ APPLICANT'S NAME: / I a Lp i 044 TEL NO. '605'1;76" 2 o Z 9 ADDRESS: LAS /�I w 7J� >�U� J LMI STREET CITY STATE ZIP FAX NUMBER: 305• 576-20 7-9 AS THE APPLICANT,PLEASE,INDICATE YOUR RELATIONSHIP TO THIS PROJECT OWNER OF THE PROPERTY TENANT/LESSEE CONTRACTOR OTHER: OWNER OF THE BUSINESS ARCHITECT ENGINEER PLEASE,INDICATE CONTACT PERSON(ERPB's decision will be mailed to the contact person indicated below): PROPERTY OWNER APPLICANT OTHER(provide name and address) 4 �et� A. Crum 8�� oy PEASES O NAME ON THE LINE ABOVE DATE ttCert iftrate o ame R REGISTERED Date Work Performed APPLICATION ISSUED BY CONCERN No. HERCW-ITE PROD'jCTSj INC. F'10 BOX 435 EMIGSVIL.L.E PA 17318 2/11/09 ----000--0000 This is to certify that the materials described on the reverse side hereof have been flame- ; retardant treated (or are inherently nonflamable). FOR TRI VANTAGE' AT LLC 2937 WEST 25th STREET CITY CLEVELAND STATE OHIO 44113 Certification is hereby made that: (Check "a" or"b") (a) The articles described on the reverse side of this Certificate have been treated with a flame- retardant chemical approved and registered by the State Fire Marshal and that the application of said chemical was done in conformance with the laws of the State of California and the Rules and Regulations of the State Fire Marshal. Name of chemical used Chem. Reg. No. Method of application (b) The articles described on the reverse side hereof are made from a flame-resistant fabric or material registered and approved by the State Fire Marshal for such use. Trade name of flame-resistant fabric or material used REINFRCD VINYLReg. No. F-06901 The flame Retardant Process Used WI LL No-r— Be Removed By Washing (will or will not) By PE.H."I'FER COHEl*,! S'TEPHANIF. PIUMMERT, 0 C MANAGER Name of Production Superintendent Title We hereby certify this to be a true of the original"CERTIFICATE OF FLAME RESISTANCE" issued to us, cof original copy" of which has been filed with the California State Fire Marshal. TRI VANTAGE, LLC By Control/lot# Quantity 50. 000 YD WEBLON CP2712-62 DEEFISEA BLUE Customer order# Description Td Vantage, LLC Invoic;i Product Code II57212 MIAMI AWNING C0 390S NW 31S]" AVE.' M I AMI FL 3311.2-51.22 • tl1�WGTi�� tl.OF Consulting Engineer Ph:(786)251251-5770 state of Florida Fax:(305)253-9"2 P.E# 053902 PROJECT: STEEL AWNING ENGINEERING CHILDREN REHAB. CENTER 5920 SW 68 STREET, MIAMI, FL CUSTOMER: MIAMI AWNING COMPANY DESIGNER: Rodrigo Ariza P.E STATE OF FLORIDA REG. # 053902 CODES AND SPECIFICATIONS: - FLORIDA BUILDING CODE 2007 EDITION - A.S.C.E 7-05 FOR WIND ANALYSIS AND DESIGN. AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION 8th Edition E . 78027NA 1&4 T�R � b .+ g,5'eFL 33015 LORIl3RP. 02 ON � � h •G'FF�k' `�/ V "TT GG N . {1 T 01 OF Consuking Engineer Ph:(786)251-5770 State of Florida Fax:(305)253-9442 P.E#053902 STEEL A WNING 7' - 0 X 8' - 0 DESIGN CRITERIA d APPLICABLE CODES: -FLORIDA BUILDING CODE 2007 EDITION -AISC STEEL CONSTRUCTION ASD FOR STRUCTURAL STEEL, 9th EDITION -A.S.C.E 7-05 FOR WIND ANALYSIS AND DESIGN. WIND LOAD CALCULAT IONS -2 < 60 ft WIND CODE= ASCE 7-05 WINDSPEED= 90 MPH IMPORTANCE FACTOR(I)= 0.77 -FBC 2007 3105.4.2.1 MEAN ROOF HEIGHT: Z= 10 ft EXPOSURE CATEGORY= "C" EFFECTIVE AREA= 3.5 ft X 8 ft = 28 ft2 Kzt= 1 -Section 6.5.7.2 Kd= 0.85 -Table 6-3 Kz= 0.85 -Section 6.5.6.6 qh= 0.00256*Kz*Kzt Kd*V2*I -Section 6.5.10 11.535955 psf And: GCp= -1.50 -Fig. 6-11B-Aeff= 28 ft2 Gcpi= 0.00 -Figure 6-5 P design= qh*( GCp+Gcpi ) -17.30393 psf LOAD ON TYPYCAL RAFTER TRUSS - SPAN = 8'- 0- H= 30" W= -17.3 psf 3.5 ft -60.56 lb/ft LOAD ON TYPYCAL RAFTER TRUSS - SPAN = 8'- 0- H= 12" W= -17.3 Ib/ft 1.75 ft -30.3 Ib/ft TYPYCAL RAFTER TRUSS - SPAN = 8'- 0 - H= 30" Fy = 46 Ksi USING A-500-GRADE B Span= 8 ft M= 60.56 x 64.00 = 1938.04 lb-ft 2 Then M = 23.26 Kip-in Assumming Fb=0.66( Fy)= 0.66 x 46 = 30.36 Ksi Then Srqr = 23.26 = 0.77 in3 30.36 Then try with : (1)STEEL TRUSS H=30"-PIPE 1"-SCH. 40 Sxx= 13.80 in > 0.77• o.k SEE ATTACHED THEN USE (1)STEEL TRUSS H=30"-PIPE 1"-SCH.40 GO C.E. , © � . , Ate► A*E* * ' Q539 � • �'' CO�NSULTINGENGINEER ,4a 780 N.V�`164TH STREET,MIAMI LAKES,FL 33016 "Ph10NE 11(786)251.5770 O-= � } .` �' FLORIDA P.E. #053902 t 1 /Ord t1 , 'f��/rdtrr�,�,��' OF OF Consulting Engineer Ph:(786)251-5770 State of Florida Fax:(305)253-9442 P.E#053902 TYPYCAL RAFTER TRUSS- SPAN = 8'- 0- H= 12" Fy = 46 Ksi USING A-500-GRADE B Span= 8 ft M= 30.28 x 64.00 = 969.02 lb-ft 2 Then M = 11.63 Kip-in Assumming Fb=0.66( Fy)= 0.66 x 46 = 30.36 Ksi Then Srqr = 11.63 = 0.38 in3 30.36 Then try with : (1)STEEL TRUSS H= 17-PIPE 1"-SCH. 40 Sxx= 4.82 in3 > 0.38 in3 o.k THEN USE (1)STEEL TRUSS H=12"-PIPE 1"-SCH.40 VERIFY CRITICAL TRUSS TO WALL CONNECTION- SHEAR & TENSION Moment= 969.02 lb-ft = 11628.24 lb-in H= 10.00 in T=C= 1162.82 Ibs Per Each Plate R= 60.56 x 8 = 484.5101 Ibs TOTAL LOAD Tension= 1162.82 Ibs Per Each Plate Shear= 484.51 Ibs Per Each Plate Try using(2) 1/2" Hilti Kwik Bolt 3"( Min. embed. 3-1/7) -See Attached NOA Spacing Between Bolts= 10 > 10.5 in 995 -FULL DESIGN TENSION Ru= 2185 x 1 x 95% 2081.0 Ibs > 1162.82 Ibs SHEAR Ru= 2343.00 x 1 x 95% 2231.429 Ibs > 484.51 Ibs OX CHECKING BIAXIAL STRESSES 1162.82 + 484.51 0.78 < 1 o.k 2080.95 2231.43 Then use: (2)3/8"Diam. Hilti Kwik Bolt 3(2-1/2"Embeddment) o.k P. CONSU.LT(NC ENGINEER 7802 N.W. 164T.H STREET AVAO LAKES,FL 33016 PFi0NE,/t(786)251--.5'70 9FiOR!J4 R -.W,9902 f COMPONENTS AND CLADDING METHOD-2 Fttlle Gable 11boo$0:5 7° e 10 -100 10 104 ss � -sA ; A0 4U -U - _ -r J 1S 4A /f -,A +4 t•2 4.1 t t 4A 4.0 u 1 10 104 200 5041090 �A pal lul Wl 04 0" (004 0 Eftcla Wind Amara 01) ,U 444 4"1 tom W 100 200 =1000 OLI psi as m 44 04 l XP4 pfleclw Wrd Amap tl Nebm 1.vertical scale denutea G(=p to be used with q'. 2.H0ri2oUW NOW dcGotes effective WWO ones,in square jxt(sqmm nch=)- 3.Plus and minus AM signify pressures actin8 towed and away BUH1 the surfuoes,m weetively for nuximum positive and negative pressures. 4.I fah repot a eu stall around the perbrrew ofthe roof with 0<-7°,the - S.if a parapet equal to or hiSher than 3 R(0.9m)is pro�videl va values of G ►n Zones 2 nerve values of GCo in?.one 3 shall be equal to dme for Zone 2 and positi Cv and 4 shall be set equal to Brost for wall Zonal 4 and 5 rmg ectively n Figure 6-11A. 6.values of GCj,for roof overtmv include pre$eare eonb'ibutie�s from both upper and!outer suifnCes• 7.Notation: dmmsian or 0.414 whit mVW is smaller,but not teas than either 4%of a: 10 percent of least lwri�otxmf least horizontal din>ensma or 3 ft(0-9 ar). Jr Eave height sha11 be used for 8 S l(r. 0: Angle of plane of roof ftm horizontal,in degrees. 1 At3CE S� TfTSeg<o.<� sD i= DnAema0 a an yam s?r o � ao o aQ aAC o333 9b ���� 030 ° ��A 7 7 b 7 a ; e o 7 4 OS f�n e,G �j 0�pD�t�i A 0 I 7 X E .., n � gi a a7 N �• S N lAW �o . fie m3c39a O'< ° g N C O F- � m � m � m 7AS° 3 � 3 .N > > � ° \ mad ° m no OL 0 00 A O A O A O ° c A 3 A a rt p•'� 'i N 3 E Ll' 3 A N•tNp .Nr• f �.w 0D om �� A �3 ' +c� 3 ' A(�Sy 0 O iD*"'3p 0 a T? N A N ° 3 Q a 0 41 0 41 0 41' I 0m >• N o 0 a�3o£ ' An a C j 0 —A 3 �p 0 3 -.> 3w A:3j v 00 a1? =r =r o ° ° o �A jm3m ° 0, m' 2(� o Cx c L c 7 7 n A j C m N .+ j W A A� N_ 7 VO_i 7 7 7 C < A m N. n C A m C 0 0 3 N 3t j 0 A A n n m 7 -o uoo 3 n 3.� 3 »3 m�• o 0 0 0 0 t0 0-g 3 a 0 N oo(A c S a n O1° A 3 ° 3 o N f° r-�N o 0 0 0 n � 3 °a c ° ° y'E 7 0 0 3 w 3 v s D =o m aN �c � A W N W\ v 4 E 4 mNco4;� C c a b A 4h. W ra W •{►I ' N 3 A N Web D T I oNO ha 3 I� m � auivmiu A•� � le tj co s ° AA 7--• A m N co 2.A 1 O cr+wPicm a 1 I Nv N Qp I � � V � N ht �C °• l� �3 11 uwCCA 1 Q n NNj N� r o-n rn = T.H.LUNN.PE Ft c F n o� wozikA C rN m Z7�2 m N (( J _ OJ wto �mS t OD(A o 2. u 1 z W A^� q OF OF Consulting Engineer Ph:(786)251-5770 State of Florida Fix(305)253.9"2 - P.E# 053902 Dow�./�/� e:W� l PROJECT: STEEL AWNING ENGINEERING CHILDREN REHAB. CENTER 5920 SW 6$ STREET, MIAMI, FL CUSTOMER: MIAMI AWNING COMPANY DESIGNER: Rodrigo Ariza P.E STATE OF FLORIDA REG. # 053902 CODES AND SPECIFICATIONS: - FLORIDA BUILDING CODE 2007 EDITION A.S.C.E 7-05 FOR WIND ANALYSIS AND DESIGN. AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION 8th Edition h"11 f'`) 7802 N.W. 164 z r6 A 9 ;f,L 33016 88) FL QRlDIW L� 92� jt • C C%LtJ F consulting Evioneer Ph:(786)251-5770 State of Florida Fax:(305)253-9442 P.E#053902 STEEL A WNINO 4 '-0 X 5'-0 DESIGN CRITERIA 4 A PM ICA A E COD ES.- -FLORIDA BUILDING CODE 2007 EDITION -A/SC STEEL CONSTRUCTION ASD FOR STRUCTURAL STEEL, 9th EDITION -A.S.C.E 7-05 FOR WIND ANALYSIS AND DESIGN. WIND LOAD CALCULATIONS - Z < 60 ft WIND CODE= ASCE 7-05 WINDSPEED= 90 MPH IMPORTANCE FACTOR(I)= 0.77 -FBC 2007 3105.4.2.1 MEAN ROOF HEIGHT: Z= 10 ft EXPOSURE CATEGORY= "C" EFFECTIVE AREA= 2.5 ft X 8 ft = 20 ft2 Kzt= 1 -Section 6.5.7.2 Kd= 0.85 -Table 6-3 Kz= 0.85 -Section 6.5.6.6 qh= 0.00256*Kz*Kzt Kd*V2* I -Section 6.5.10 11.535955 psf And: GCp= -1.50 -Fig. 6-11 B-Aeff= 20 ft2 Gcpi= 0.00 -Figure 6-5 P design = qh*( GCp+Gcpi ) -17.30393 psf LOAD ON TYPYCAL RAFTER TRUSS - SPAN = 4'- 0 W= -17.3 psf 2.5 ft -43.26 Ib/ft LOAD ON TYPYCAL FLAT TRUSS JOIST SPAN = 5'- 0 W= -17.3 lb/ft 2 ft -34.6 lb/ft LOAD ON TYPYCAL RAFTER TRUSS - SPAN = 4'- 0 Fy = 46 Ksi USING A-500-GRADE B Span= 4 ft M= 43.26 x 16.00 = 346.08 lb-ft 2 Then M = 4.15 Kip-in Assumming Fb=0.66( Fy)= 0.66 x 46 = 30.36 Ksi Then Srqr = 4.15 = 0.14 in3 30.36 Then try with : (1)STEEL TRUSS H=30"-PIPE 3/4"-SCH. 40 Sxx= 11.50 in3`' > 0.14 o.k SEE ATTACHED -`. THEN USE (1)STEEL TRUSS H=30"-PIPE 3/4"-SCH.40 • ,rv� + 1a►ltttifftl�t�s O�ISUV'PNO EE*R 7802 N.VI4WTH STREET, I I.LAK ;F 301 �vPHON E#(7 251 5770°. �L Rif F#mif9o?'* ? . o v C/ELI F V. Consulting Snglneer 7 FaPh:(786)251-5770 7P.E#te of Florida x:(305)253-9442 053902 • TYPYCAL FLAT TRUSS JOIST SPAN = 5'- 0 Fy = 46 Ksi USING A-500-GRADE B Span= `5 ft M= 34.61 x 25.00 = 108.15 lb-ft 8 Then M = 1.30 Kip-in Assumming Fb=0.66( Fy )= 0.66 x 46 = 30.36 Ksi Then Srqr = 1.30 = 0.04 in3 30.36 Then try with : (1)STEEL TRUSS H=8"-PIPE 3/4"-SCH. 40 Sxx= 2.06 in3 > 0.04 in3 o.k THEN USE (1)STEEL TRUSS H=8"-PIPE 3/4"-SCH.40 VERIFY TRUSS TO WALL CONNECTION- SHEAR & TENSION Moment= 346.08 lb-ft = 4152.94 lb-in H= 30.00 in T=C= 138.43 Ibs Per Each Plate R= 43.26 x 4 = 173.0393 Ibs TOTAL LOAD Tension= 69.22 Ibs Per,Each Plate Shear= 173.04 Ibs Per Each Plate Try using(2)3/8"Hilti Kwik Bolt 3"( Min. embed. 2-1/2") -See Attached NOA Spacing Between Bolts= 6 > 7.5 in 8800/9 -FULL DESIGN TENSION Ru= 1355 x 2 x 80% 2168.0 Ibs > 69.22 Ibs SHEAR Ru= 1460.00 x 2 x 80% 2336 Ibs > 173.04 Ibs OX CHECKING BIAXIAL STRESSES 69.22 + 173.04 0.11 < 1 o.k 2168.00 2336.00 Then use: (2)3/8"Diam. Hilt! Kwik Bolt 3(2-1/2"Embeddment) o.k R*4 S4. Ate, P.E. CON SULT4t t INEER 1802 N.W. 164TH�SfREET,MIAMI LAKES,FL 33016 PHONE M(786)261.5770 51 �nseo2 .A =i JUBTW20 COMPONENTS AND CLADDING METHOD-2 sit% �-i x> >I*st it T�+Nw• Gabk Roos es r r _ 3_ —s rill ` 8 10 -100 i0 100 ss � -3A ; 0 s t 44 16 4 ,s: 1 .» 4i i s 4s 4s 4A 4.4 42 1.1 42 i -IA 4.0 4A 46 1 10 20 Bole 200 5001000 o Ell M d hm%'R=(at) A4 .e4 1 10 20 60 100 200 5001000 p� 04 04 041a ON PXP* EMcttw glad Am%It,(�) New 1.Vertical X2&denoft GCo to be used whb qk- 2.Horizontal seek dcOMS egwdvc wino ansit,m square feet(34VOe 3.Plus and minis Ana signify pressures wn8 w w+d and away*1 41 sur6aoes,respectively Shall be designed for positive and agave pr - 4.F.aah component riled around the petsrrrrar of the roof with 8<_7°,the S.if a parapet equal to or higher than 3 R(0.9m)is proms of the of G in Zones 2 neove values of GCp in Zone 3.shah be equal to these for Zone Z and positive � and 4 shall beset equal to those.ftx welt Zoom 4 and S respectively n Fl-gum 6-11A. 6.Values of GCp for roofovahar�s inchrde presewe*ontrrbuti�s foam body u and lower suifaces. 7.Nobetdoo: a 0.4b,whidwww is mffier,but not less than either 4%of a: 10 penamt of least llori�oWal dinnension least horizontal dimmsion or 3 R(0-9 m). Jr Eave h4M shall be ut+ed for 0 S 10°. 0: Angb of plane of roof born bmizo►tei,In - 1 A � I Y • � o W!s p CO$ $ Nn p Z�W.. laJ_N�cp j U^x N z X 0 Qn I ufc W Y� �NN 3d'NNrrl'3'j i UQJ ��D dW INN.r)n I I €$ e O O'' N p Y g N N 1� Of c ` E ° co nom ° to Yt • I LL v � E N � W.! • _ v N I I � � > NM a 7 ~ !l W N m •t °v ur O, C .y V V E ` o 3 ° ' $ o q O - m p o .Lc o. �c 0 r c 0 W c E E $p a E N IOU 0 o E v c 0 S E oE o m O c o E E ° c o.2 � 0+ T,w0 a 0 ; N v� Q a, I vD 3 q oE � = o EuE ° 2 u O oo 0,0 c N« v E o ap a-P e E _ E t>c. E a u �c � p }�1 _�+ L g 0 e o v_i o N W V ° {I C C O V C L O v.r. �c q y O V O r- Ix U UL a0 V p.4 "' �,OE �`� t O Cq cq Cfn V!^•pper [•v O, gj C C O y C°i y C� Oa a pLM C C� C E U 3 O V M.C. a.«az O w 09 O p\ C V7 r Vl O O L ++ m 0 ma iii v o o^\r- o r c q• c°, ��c E �` °O Y {yO V r�O v'V lu� ° . 1� � — o v' v'E . ° ° i r° v + a. 3 %V C V V ° �i-(Il sO C a D p •� O.V O V C C N q �' q �' y" Vl d'x OOcp� V O ytO L O t °� VSO �i C '—' � C O'V OO p'Ot LL � •C � UL V 0 q N�� OC W o ov a =f- Q o O Q.O>g 3« Y J L''_ s 3 c 0 Z O -�_ _ 3 Q Y N e7 > to w ^ a0 I Jclli(f tl. OF OF ` Consulting Engineer Ph:(786)251-5770 State of Florida Fax:(305)2534)442 - P.E# 053902 PROJECT: STEEL AWNING ENGINEERING CHILDREN REHAB. CENTER 5920 SW 6$ STREET, MIAML FL CUSTOMER: MIAMI AWNING COMPANY DESIGNER: Rodrigo Ariza P.E STATE OF FLORIDA REG. # 053902 CODES AND SPECIFICATIONS: - ALORIDA BUILDING CODE 2007 EDITION A.S.C.E 7-05 FOR WIND ANALYSIS AND DESIGN. AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION 8th Edition COfJSULTINGENGINEER . 7802 N.W. 164-TH STREET,MIAMI LAKES,FL 33016 PHONE#(785)251=5770 r `FLORIDA P.E. #053902, JUG 2009 _. consulting Engineer ~ Ph:(786)251-5770 State of Florida Fax:(305)253-9442 P.E#053902 STEELAW IING8'-0X16 '-0 - DESI6N CRITERIA d APPLICABLE CODES: -FLORIDA BUILDING CODE 2007 EDITION - -AISC STEEL CONSTRUCTION ASO FOR STRUCTURAL STEEL, 9th EDITION -A.S.C.E 7-05 FOR WIND ANALYSIS AND DESIGN. WIND LOAD CALCULATIONS -Z < 60 ft WIND CODE= ASCE 7-05 WINDSPEED= 90 MPH IMPORTANCE FACTOR(I)= 0.77 -FBC 2007 3105.4.2.1 MEAN ROOF HEIGHT: Z= 10 ft EXPOSURE CATEGORY= "C" EFFECTIVE AREA= 8 ft X 8 ft = 64 ft2 Kzt= 1 -Section 6.5.7.2 Kd= 0.85 -Table 6-3 Kz= 0.85 -Section 6.5.6.6 qh= 0.00256•Kz"Kzt Kd•V2•I -Section 6.5.10 11.535955 psf And: GCp= -1.50 -Fig. 6-11 B-Aeff= 64 ft2 Gcpi= 0.00 -Figure 6-5 P design= qh•( GCp+Gcpi ) -17.30393 psf LOAD ON TYPYCAL RAFTER TRUSS - SPAN = 8'- 0 W= -17.3 psf 8 ft -138.43 lb/ft LOAD ON TYPYCAL FLAT TRUSS JOIST SPAN= 8'- 0 W= -17.3 Ib/ft 4 ft -69.2 lb/ft LOAD ON TYPYCAL RAFTER TRUSS- SPAN = 8'- 0 Fy = 46 Ksi USING A-500-GRADE B Span= 8 ft M= 138.43 x 64.00 = 4429.81 lb-ft 2 Then M = 53.16 Kip-in Assumming Fb=0.66( Fy)= 0.66 x 46 = 30.36 Ksi Then Srqr = 53.16 = 1.75 in3 30.36 Then try with : (1)STEEL TRUSS H=36"-PIPE 1"-SCH. 40 Sxx= 16.80 in3 > 1.75 O.k SEE ATTACHED THEN USE (1)STEEL TRUSS H=36"-PIPE 1"-SCH.40 t0NZLTING'E'N'GINEER 7802 NX-4,64TH STREET,MIAMI LAKES,FL-543016 PHONE PHONE#(786)251-5770 Ff.d RID' 'A.F. 051902 r OF OF ems. Coas"Iting Bagweer Ph:(786)251-5770 State of Florida Fax:(305)253-9442 P.E#053902 TYPYCAL FLAT TRUSS JOIST SPAN = 8'- 0 Fy = 46 Ksi USING A-500-GRADE B Span= 8 ft M= 69.22 x 64.00 = 553.73 ` lb-It 8 Then M = 6.64 Kip-in Assumming Fb=0.66( Fy )= 0.66 x 46 = 30.36 Ksi Then Srqr = 6.64 = 0.22 in3 3U 38 Then try with: (1)STEEL TRUSS H=8"-PIPE 1"-SCH. 40 Sxx= 2.85 in3 > 0.22 in3 o.k THEN USE (1)STEEL TRUSS H=8"-PIPE 1"-SCH.40 VERIFY TRUSS TO WALL CONNECTION- SHEAR & TENSION Moment= 4429.81 lb-ft = 53157.68 lb-in H= 36.00 in T=C= 1476.60 Ibs Per Each Plate R= 138.43 x 8 = 1107.452 Ibs TOTAL LOAD Tension= 738.30 Ibs Per Each Plate Shea — 1107.45 Ibs Per,Each Plate Try using(2)3/8"Hilti Kwik Bolt 3"( Min. embed. 2-1/7) -See Attached NOA Spacing Between Bolts= 6 > 7.5 in 80/6 -FULL DESIGN TENSION Ru= 1355 x 2 x 80% 2168.0 Ibs > 738.30 Ibs SHEAR Ru= 1460.00 x 2 x 80% 2336 Ibs > 1107.45 Ibs OX CHECKING BIAXIAL STRESSES 738.30 + 1107.45 = 0.81 < 1 o.k 2168.00 2336.00 Then use: (2)3/8"Diam. HIM Kwik Bolt 3(2-1/2"Embeddment) o.k CONSULTING ENGINEER 802 N.W. 164TH STREET,MIAMI LAKES,FL 33016 PHONE It,(786):251.5770 Ft. Rj-PA C G51) ', JUN 2 4 7009 COMPONENTS AND CLADDING METHOD-2 sst% �.t>t>� 1l eae�ieaN, Gale Roo$9:5 r rm Soft 96dWW It + e + + 10 -100 10 100 •S.0 � 4s 4s 1t at .12 -2A 1s 4A -is s -is -i-1.� 4.4 42 4.1 42 -tA -1A 4A �t 1 10 20 la 100 900 5001090 4A 1404 04 w 04 W$04 0 EN 006OWWANGA20i) 4" En '01 10 20 Its 100 900 =I= Eftdit Wind Alm„1t=(�) tve� 1.Vertical scale denotes GCo to be usod with Qe. 2.Horiaot W scale dencaes egwdve VM41 anti,m sgmo fd(slums mete)• 3.Plus and minus signs signify pcemums"Oft wward and away from ttre sw&ces,respeet vely- 4.Each ooaaponont shall be des*r0d for n9miMm Positive and negative pressures- es around the Pa*"dK of Ilse roof with 0:5 Zones es 5.if a parapet equal to or higher lhan 3 R(0.9m)' proves ve values of GC in 7-onus 2 negative values of GC°in Zone 3 strati be equal to those for Zone Z and positi ° and 4 shall beset equal t0 thou f wall Zoom 4 and 5 ras�vely n Figure 6-11A. 6.Values of GC,for roof ovahgs include pie from bosh upper and lovuer suifaces. 7.NOlatim. a. 10 paeent of least hor> dins n+ m or 0 4b'whWwvw is ,but OM km Chars either 4%of least hatizronud dimension or 3 N(0.4 m). k Eave ite-ght shall be used for 0 510°. 0: Angle Of piano of roof from hp4 in deg . 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Omar Santana 1700 S.W.57th Avenue Suite 211 Miami,FL 33155 Phone Fax(305)260-0163 Cell(305)244-1760 E-mail santanaces @bellsouth.net � 1 S N vA 146.01' . 2® 18 Ir11 70.00' .. m � d ' 7v m Flo rn o m 3 ° ,• ® — � i u -f 0 El lit CL 1 Q U,I I • O E r- z j O ' -i* Z 7f3 _ • 8 _ _i Yak Y lk 1'• ♦ • • { ° ,e ••♦ •♦•♦1• 70.00' ♦•• • • - ® !4 41 8. n 'f'♦'♦ ♦ ♦••' fil ••• a t1 • , � "4 0�-10" • �'-8"• ��(�• ' � E 8 2a ° i wa♦ L I! zs VC s. 5W 53TP PL a •+ �a P 6= z 5VV� ��p1,o n O 'TI _ --1 -• S + N 9 y i < y 4,O_ S b SL.�• -1 �I f' F X ,�IC'3f5� 90 d K696 9 o ,� r pq cc 7, n g • a f? 0 0 rt 'b 119 rn C 6 D :!m '•t -t FOR W Z HHff Af L� Sa _�'iI ° ITI j� "o BNn �i � �' ��¢gig Z. 99 p m m 9 m lan 0 3> �� �� � 5 � � ��, 6 pn IV gig INN i t D X Q z SQ1 _ � $ R � o @ ¢¢ ' � $5 F �. 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MIAMIAWNINGS C.C.#0000012781 DRAWN BY: CAN PREPARED BY: CAN OF r- O - m w Go C P m m � D D r B B � N O� N= OX W N miw Z�X O Ooo w— D O w v= D O X T : S OX Crn v F oo � C Z � Z C _ :� OTC g N O < g A vT. W " r moo CA cn r ` 0 r - C� � � o O O K 00 rn m �7A-- m cn n -n ?IW Q r m _ oo m ro m O D U m� m m x D 00Tmg rX —i 3 r m y C r`'' D\ r wry m N N v rn U A W N m m M m o D Z c p r r m p r r r r M r z — n m e z O < m m -0 -1 OO m c) c c m 0 � c°n c°n m c n 0 c i m m m m o O m z o O m p z m -T' Z p o 0 m m O Z T D N D p rn n m c/) m z -� v m m A o m x � m S 0 :U p co - m D n D x x m m o o p r D D a c p� m O °O n-I 1J rn zD pN z o � m * ° � � n D r zc TO m z m m cn Z *E z o m � ° _O r 0 0� O p D � r 1 < cOi)p T X Z z Z c c z m �om< D o � I cli R`p O MIAMI AWNING COMPANY PROJECT CHILDREN REHAB. CENTER DATE: 06109109 3905 N.W.31 AVENUE REV. DATE: MIAMI, FLORIDA 33142 _ LOCATION: 5920 S.W.68 ST. S. MIAMI, FL. ��• = I - REV. DATE: M 1 3051576-2029 FAX:3051576-0514 - ; w I n q ' httpalwww.miamiawning.com DESCRIPTION: ISOMETRIC, SECTION, DETAILS REV.DATE: SALESMAN: GR SCALE: NTS 2009 MIAMI AWNING CO. SHEET NO. ••.... . n1 MIAMI AWNINGS DRAWN BY: CAN PREPARED BY: CAN 1 OF 3 C.C.#0000012781 Al .„�• „� v N r- - N > �V m �w m w O m D D_ �w n r S m OND Ow m� m -n n x x D r Z cn W m x m o O D - W r O _ ' O rn ° �p O D w m W m = m � • D _ 2 m r N � m m D D o m r m m D V - 0 rn C rn y �� '` n O 4j d MIAMI AWNING COMPANY PROJECT CHILDREN REHAB. CENTER DATE: 06109109 4,� � ••• 3905 N.W.31 AVENUE :(J 'v MIAMI, FLORIDA 33142 _ LOCATION: REV. DATE: a i6' z '_= 5920 S.W.68 ST.S. MIAMI, FL. y �• 3051576-2029 FAX:3051576-0514 M I I w n REV.DATE: http://vmw.miamiawning.com DESCRIPTION: ISOMETRIC, SECTION, DETAILS } REV. DATE: SALESMAN: GR SCALE: NTS SHEET N0. :� �•'� n� q.� © 2009 MIAMI AWNING CO. 2 OF 3 MIAMI AWNINGS DRAWN BY: CAN PREPARED BY: CAN C.C.#0000012761 • s a i e r - D -� m Q AIW m w - D m D O N / m 'ONE —IX "1Z cn Ow V Omv_ m v9 0 OnKD m0 m ce_' Z7 V nCcuN @ T� D z � cn C r _ /T7 O rn N m x N N Wvr � D o m r Cn `s m m o m m cn co � m w 0 D _ < � T m ca n (7 m 41 X cn -P r N m O m � D o C) H a m r m co D _ m m O N d MIAMI AWNING COMPANY PROJECT CHILDREN REHAB. CENTER DATE: 06109109 �� 3905 N.W.31 AVENUE REV. DATE: oo MIAMI, FLORIDA 33142 _ _ LOCATION: 5920 S.W.68 ST.S. MIAMI, FL. c -� .- 3051576.2029 FAX:3051576-0514 m i i ng DESCRIPTION: REV. DATE: ay L r hftp:/twww.miamiawning.com A_ ` ;;• ` 'j ISOMETRIC, SECTION, DETAILS REV. DATE: SALESMAN: G SCALE: NTS �i��/���••.....••' m ` © 2009 MIAMI AWNING CO. `�'R SHEET NO. E...• ���, ;u MIAMI AWNINGS C.C.#0000012781 DRAWN BY: CAN PREPARED BY: CAN 3 OF 3 ru • w w 0 y Property Information Map Page 1 of 1 My Home Miami-Dade County, Florida MIAMI-DAQE is i Property Information Map T:. r Summary Details: Folio No.: 09-4025-028-1440 Property: 5920 SW 68 ST ` Mailing 5920 CRN S LLC A Address: 11428 SW 109 RD MIAMI FL ` 33176- - � - Property Information: 6506 RESIDENTIAL Primary Zone: MIXIE-USE HST DEVELOPMENT �� SW 6bT a 0032 LIGHT STCT _ CLUC: MANUFACTURING Beds/Baths: 0/0 Floors: 11 r � t ) Living Units: 0 d'Sq Footage: 6,242 Lot Size: 14,600 SQ FT y Year Built: 1950 OWNSITE OF LARKINS PB 2-105 LOTS 11 THRU 14 INC Legal BLK 11 LOT SIZE "" 1 Description: 100.000 X 146 OR 19318-0018 1000 5 COC 26441-4849 06 2008 1 I JOR 26441-4849 0608 00 Assessment Information: 61 ear: 2009 2008 Sys 701"r` 51- Land Value: $657,000 $657,000 Building Value: $72,747 $110,155 Digital Orthophotography-2007 0 114 ft Market Value: $729,747 $767,159 This map was created o1 9/3/2009 12:51:02 PM for reference purposes only. Assessed Value: $729,747 $767,155 Web Site©2002 Miami-Dade County.All rights reserved. Taxable Value Information: Year: 2009 2008 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $0/$729,7471$0/$767,15 County: $0/$729,747$0/$767,155 City: $0/$729,747$0/$767,155 School Board: $0/$729,747$0/$767,155 Sale Information: Sale Date: 6/2008 Sale Amount: $875,000 Sale O/R: 6441-4849 Sales Qualification Sales which are qualified Description: View Additional Sales http://gisims2.miamid ade.gov/myhome/printmap.asp?mapurl=h.tp://gisims2.miamidade.gov... 9/3/2009 �I V ;r��gp�w popT J 2 x TB b° r h � n v 1 ✓ ,'. `+r' r t M F��, :` ?' �� °. f ���. :':'�"s;:�j ,... ,x r. _. _ E wfF':`ss,=y F L _ _ -�v+n°_ n. z... ., -. rte- � ... t^ � .� e'r �' � �. L'-Y�tv�s4�LG'`2=-.sv'V3�fA.'S.a�rid�.r...�...,+'s.L"'vLfiv'1W_. �. ._r,��ia3���.w .0.......... _ v. ...vcw�Tw. �4�, p-. ��� Y.'^y� $S r;" _. .. "y#: 'fr, i���� �fi�;��l" � r�i���J H d� R�� a+' w:.. 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