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846 NE 97 St (12)w I, artzl contractoiwnir cked 2 sets of � up plans for P (address) 5V., A),4 .77 S J from the Building and Zoning Department on (date) ons understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. Signature BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138.2382 TELEPHONE (305) 795 -2204 FAX (305) 756-8972 RECEIPT to have corrections done to plans and/or get County stamps. I vt. / 462_7L (7411. /owner, picked up 2 sets of plans for (address) g96 AJ 9 2- 572 eell fiom the Building and Zoning Department on (date) Ykl/ understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. Signature BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138-2382 TELEPHONE (305) 795-2204 FAX (305) 758-8972 RECEIPT to have corrections done to plans and/or get County stamps. I , MILTON CUBAS, P.E., INC. 1302 NE' 125 ST. NORTH MIAMI, FL 33161 (305)891 -4174 FAX 891 -4175 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER AWNINGS BY VALROSE, PROJECT: ROBERT CLARKS JOB NUMBER : 846 NE 97 ST, MIAMI SHORES, FL. 33138 DATE : 10/21/ 004 DESCRIPTION : AWNING 5' -0" W x 3' -0" PROJ WIND VELOCITY = 90 MPH EXPOSURE CATEGORY = C 1 ;CLDING CATEGORY = 1 riT'ORTANCE FACTOR = .87 K,z = 1.00 GUST FACTOR = 0.85 MEAN ROOF HEIGHT = 8.5 FT DISTANCE, Z = 8.5 FT ROOF SLOPE = 3.33 : 12 (15.51 DEG) BUILDING DIMENSION NORMAL TO WIND DIRECTION = 5.0 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 3.0 FT MONOSLOPE ROOF WIND LOADS L/B = .60 Cf = .84 NOTE: * ** DESIGN WIND LOADS - ASCE 7 - 98 * ** * ** OTHER STRUCTURES * ** * ** MONOSLOPE ROOF OVER UNENCLOSED BUILDING * ** p I- F- s so/2.E . The load, P, is the force, F, uniformly distributed over the surface area of the structure. The exact distribution of the force through the center of pressure should be checked. Refer to ASCE 7 -98 Table 6 -6. Kh = 0.849 Kz = 0.849 7 0 7 qh = 15.3 PSF qz = 15.3 PSF VisualAnalysis (version 5.10) - ROBERT CLARKE, 846 NE 97 ST, MIAMI SHORES, FL., Thl Oct 21 15 :49:53 2004 Milton Cubas PE, Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 DL ( -Y) = SELF WEIGHT ••.• • • • •••• • •• • • • • • •••• • • • • • • • • • • ••• • •••• • ••••• •••• • • • •• tolIN' ••• • • L =0.850 L = 0.879 M O 11 O 41 L= 43 o L =0. 436 L =0.436 L =0.11: =0.218 L =0.436 • • e • VisualAnalysis (version 5.10) - ROBERT CLARKE, 846 NE 97 ST, MIAMI SHORES, F L., Thu O ct 21 15:49:53 2004 Milton Cubas PE, Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 WL ( +Y) = 10.9 PSF •••• • • • •••• • •• • • • • • •••• • • • • ••• • • • • • • • • ••• • • • • • • • •••• • ••.• •••• O CO O N O CO • O • r` r` O VisualAnalysis (version 5.10) - ROBERT CLARKE, 846 NE 97 ST, MIAMI SHORES, F L., Thu Oc t 21 15:49:53 2004 Milton Cubas PE, Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 DL ( -Y) = SELF WEIGHT • • • • • • • • • • • • •• • •••• • •••• • •• • • • •••• • • • • •••• • • • ••• •••• • 0000 •••• • Member Uni Checks ROBERT CLARKE, 846 NE 97 ST , MiAMI SHORES, FL. VisualAnalysis 5.10 Report Company: Milton Cubas PE, Inc. Engineer: Milton Cubas, PE Billing: PHONE (305) 891 -4174; FAX (305) 891 -4175 Project File: 846 NE 97 ST.vap Folder: C: \Documents and Settings \Milton \My Documents \AWNINGS BY VALROSE \846 NE 97 ST\ Unity Member Status Group Model Shape Design Shape Messages? 0.0994 M56 -3 Designed MEMBERS PIPE1 /2SCH40 PIPE1 /2SCH40 None Design Member Results Design Load Cases Strength Service Load Case ID Number ••IN Number Name • • L••i • 4•• DL ( -Y) = SELF WEIGHT First Order • • 2.... '•- :DL ( -Y) - WL ( +Y) First Order 3 •••• ' • - • DL ( -Y) - WL ( +Y) = NET UPLIFT First Order • • • • • • • .•Ati'SC lei V &FOLRFD) uesign G =oup: W,'Group Report, Designed As: PIPE1 /2SCH40 • • •••• •••• ' SIZR CONSTRAINTS: R848 °•:BRI C°ING WW1ATIOR. •• Lateral bracing :at•tp flange ( +y): bateral bracing at bottom flange ( -y): •axis bracing (parallel to y): FRAME INFORMATION: Braced frame for strong axis bending. Braced frame for weak axis bending. Effective length factors: Kz = 1.00, Ky = 1.00 PIPE1 /2SCH40 INFORMATION: A = 0.25 in ^2; O.D. = 0.07, t = 0.01 ft I = 0.02, J = 0.03 in ^4 rz = 0.02, ry = 0.02 ft Sz = 0.04, Sy = 0.04 in ^3 Pattern = Unbraced Pattern = Unbraced Pattern = Unbraced -1 -Thu Oct 21 15:51:01 2004 Extreme Checks.Only Combined Stresses Check: Member Load Offset fa Fa fbz Fbz fby Fby Code Unity Name Case # ft Ksi Ksi Ksi Ksi Ksi Ksi Ref. Check M56 - 3 2 0.28 0.03 21.60 2.25 23.76 0.08 23.76 H2 - 1 0.10 Strong Flexure Check: Member • Load Offset Mz fbz Lu Cb Fbz Code Unity Name Case # ft lb -ft Ksi ft Ksi Ref. Check M56 - 3 2 0.09 7.75 2.29 0.95 1.00 23.76 F3 - 1 0.10 Axial Check: Member Load Offset P fa KL /r Cc Q Fa Code Unity Name Case # ft lb Ksi Ksi Ref. Check 1456 - 3 2 0.95 8.57 0.03 43.42 0.00 1.00 21.60 D1, Bi 0.00 Weak Flexure Check: Member Load Offset My fby Lu Fby Code Unity Name Case # ft lb -ft Ksi ft Ksi Ref. Check M56 -3 • 2 0.95 1.45 0.43 0.95 23.76 F3 -1 0.02 • • •••• • •• • • • ' Strong Slaeaz''Gheck : ' ' '• ember "'Toad :Offset Vy fvy h /tw Fvy Code Unity •' Name Case # ft lb Ksi Ksi Ref. Check . "1//6-3 ';" 2 . 1.22 0.49 2.79 14.40 F4 -1 0.03 •••• •flES.Rk• Sheitot•1tick: •••••• • Member ***goad Offset Vz fvz h /tw Fvz Code Unity • Name Oase # It lb Ksi Ksi Ref. Check •••4456 -3 • 2 06:8080 1.75 0.50 2.79 14.40 F4 -1 0.03 • • • • • •• • ing: Possyble stiesses due to torsional warping were not checked. MaximdrQ'fdtsional moment was 1.90 lb -ft -2 -Thu Oct 21 15:51:01 2004 • • • • • ROBERT CLARKS 846 NE 97 ST , MIAMI SHORES, FL. VisualAnalysis 5.10 Report Company: Milton Cubas PE, Inc. Engineer: Milton Cubas, PE Billing: PHONE (305) 891 -4174; FAX (305) 891 -4175 Project File: 846 NE 97 ST.vap Folder: C: \Documents and Settings \Milton \My Documents \AWNINGS BY VALROSE \846 NE 97 ST\ Summa - Node(s): N9 C 5.F; • • • •• •. • • • Node Result Case Name DL ( -Y) = SELF WEIGHT 50.01 6:U • Pt- = Z24oi 4 Cs -F 2, Boo Cs -t) • • .VVL ( +Y) =108 PSF •..• ...• • :... ...• • .... .... .. .. • .13 f (0x 56o (On 700 DX DY DZ RX RY RZ in in in deg deg deg DL ( -Y) - WL ( +Y) First 0 0.00 0.00 0.00 -0.00 -0.01 -0.01 f 24.28 35.20/ -NA- -NA- -NA- j-,. l7�. Sleeve , ,ichc by r `/" % x l ,2 em R. -1 -Thu Oct 21 15:52:02 2004 Ps = 213 # ffh t) iLe a.cJ. V 43#- Ps 1 v1/40 o 5. 6 0 # 3 3/ � into -- 70o cavtcr?-rc . a 44 L- 1- o o 1‹ MX MY MZ - ft lb -ft lb -ft VisualAnalysis (version 5.10) - • ROBERT CLARKE, 846 NE 97 ST, MIAMI SHORES, FL., Thu Oct 21 16:06:57 2004 Milton Cubas PE, Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 DL ( -Y) = SELF WEIGHT ••• • • • • •••• • • •••• • • •••• • • • • ••• • • • •••• • •ee • •. • • N25 • N4 N24 N23 N30 N22 • N21 N2 P rt bo /t" S /eQv .A-richor b �• (1) r by N it X 1/2. emri b. N42 N41 N31 N40 N39 4§ 3 9 N15 14 - AWNINGS by VALROSE 15627 NW 15 AVENUE MIAMI, FLORIDA 33169 (305) 893-5553 FAX (305) 891 -6534 E -MAIL: awnings @valrose.com WEBSITE: www.valrose.com C.C. # 93BS00678 PROJECT: ROBERT CLARKE LOCATION: 846 NE 97 ST MIAMI SHORES, FLORIDA 33138 • • • • • • • • 3' -- 0„ • • • • • • • • • • ..... • ..... 1VIi1tbn:Cubat, P.E , Inc Consultan Engineer PE #51902 1302 NE 125th Street • • •North•Miami, FL 33141 • • • • • • f305 891 -1174• • • (305$91.4175; Efit€lll: ntt:ub3s99@toltt111et 4' • • JOB# 304 • • • • • • • • • • • • SCALE:• • ♦4S•NOTED • • •• • •• • • • • • ALL PIPE 1 /z 0 SCH EXISTING CONCRETE 40 TYP . -----'-7' WALL , . /71 \ \ \ \ \\4 \ "viwAN , i /1, • DES�RI�TION • • • • • ; • ; • • ; • t 1):00 'I;Ek.4 1/4 SPHERE AWNING AWNINGS by VALROSE 15627 NW 15 AVENUE MIAMI, FLORIDA 33169 (305) 893-5553 FAX (305) 891 -6534 E -MAIL: awnings @valrose.com WEBSITE: www.valrose.com C.C. # 93BS00678 PROJECT: ROBERT CLARKE LOCATION: 846 NE 97 ST MIAMI SHORES, FLORIDA 33138 • • • • • • • • ••• • • •' • • • • • • • • • • • • ..... • ..... 1VIi1tbn:Cubat, P.E , Inc Consultan Engineer PE #51902 1302 NE 125th Street • • •North•Miami, FL 33141 • • • • • • f305 891 -1174• • • (305$91.4175; Efit€lll: ntt:ub3s99@toltt111et Si.LESMAN: • • • . • • JOB# 304 • • • • • • • • • • • • SCALE:• • ♦4S•NOTED • • •• • •• • • • • • • • • • PAGE # 1 OF 1 •• • • • • • • • • • • DATE: 10/19/04 • • • • A THE CANVAS NEEDS TO BE REMOVED WHEN WINDS APPROACH 75 M.P.H. (90 M.P.H. 3 SEC. GUST) NOTE: FRAME: Silver FABRIC: Sunbrella COLOR: to be selected VALANCE: Straight • • • • PLAN VIEW 3/4 1 -0t 5 _ U :, •• ••• • • • • • • BR OM: VVII .: 314 =1' -0t .. ... •• • ••• FRONT VIEW TYP PLATE "A" FOR HEAD PIPE STEEL WELDED PLATE 14" X 24" Xi" ATTACHED CONCRETE WALL '---(1) DYNABOLT SLEEVE ANCHOR BY R.H. % "OX1'h " MIN. EMB. (CORROSIVE RESISTANT METAL) ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE B�U L.DING IS COMPLETE. r• IS THE CONTRACTOR'S RESPONSIBILITY TO (I,DETERM1NE REO*ON ROCEDURES /kND SEQUENCES TO INSURE SAFETY OF THE BUIL014G At.ID (ITS COMPSNENj S DISMNG ERECTION. .r • ,r.. ; °S -11/0 ti r - ''DE5�1C(V LO ADS: 1 ° -t THE STRUCTURAL FRAMING WAS DESIGNED USING F.B.C- 3201.3, F.B. b, 1608.1.2, F.B.C. 1921.1, F.B.C. 1619.3 AND THE FOLLOWING SUkERIMPO LOADS. DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH F B.0 AND ASCE 7-98. WIND VELOCITY = 90 MPH EXPOSURE CATEGORY: C TYP DETAIL "A" SIDE VIEW GENERAL NOTES: STRUCTURAL h OTES STRUCTURAL STEEL: THE MATERIAL FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC -ASD. 9TH EDITION, 1995. ALL TUBING TO BE NOMINAL DIAMETER. ASTM AS01 OR APPROVAL EQUAI.. Fy= 38Ks1. ANCHOR BOLTS SHALL BE ASTM 8833 -8S, SC1, TYPE 111 WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-OF-THE-NUT METHOD. WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS USING THE MOST REGENT AWS APPROVED TECHNIQUES. SHIELDED METAL ARC WELDING (UMW) SHALL USE E30XX LOW- HYDROGEN ELECTRODES. ALL STEEL SHALL RECEIVE SHOP AND FIELD TOUCH -UP COATS OF PAINT IN ACCORDANCE WTH SSPC SPECIFICATIONS. • • • • • • • • • • • • • SIDE•tI 3 = %.•0'::. • • • -�`�. (• • 1 \ () i - { �PrRQVED ZONING ;SiRU .TURAL E L E`,TR+C! +i PLU E NG DATE o SU::JECT TO COMPL;ANCE WITH ALL FEDERAL. STATE AND COUNTY RULES AND REGULATIONS :MECHAN OAl B_D "u 00 000 0 0 0 O 0 0 0 0 0 o o 00 0 0 O 00 0 0 0 0 O 0 0 0 0 0 00 000 00 0 O 0 0 0 000 000 O 0 0 0 0 0 0 0 000 0 0 000 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 00 00 O 0 0 0 0 0 000 0 0 0 0 000 • e • • • • • • • •0• • • • • •• •• • • • 000 0 • 0 000 SHORES VILLAGE BY O 00 O 0 O 0 00 0 O 0 O 00 • • • 0 0 • 00 0 OP alum 0 0 00 0 O 0 O 0 0 00 0 0 000 0 0 00 • 0 00 0 O 0 0 000 00 O 0 0 0 0 0 O 0 00 0 0 O 0 0 0 00 0 O 0 0 0 0 0 O 00 000 00 O 0 0 0 o • • 0 0 0 • • ••• • • ••• • • • • • • • • • • • • ••• • • •' • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • 0 • 0 • • • 0•• 0 0 0 000