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AWNINGS/WINDOWSCUSTOMER : CONTINENTAL AWNINGS JOB NUMBER : 128 Ne 99th St Miami Shores, FL 33138 -2341 DESCRIPTION : AWNING 3' -10" W x 2' -6" PROJ 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 WIND VELOCITY = 90 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = .87 Kzt = 1.00 GUST FACTOR = 0.85 MEAN ROOF HEIGHT = 11.0 FT DISTANCE, Z = 11.0 FT MONOSLOPE ROOF WIND LOADS L/B = .65 Cf = 1 = 217 L: = 16.0 PSF * ** DESIGN WIND LOADS - ASCE 7 - 98 * ** * ** OTHER STRUCTURES * ** * ** MONOSLOPE ROOF OVER UNENCLOSED BUILDING * ** Kh = 0.849 Kz = 0.849 ROOF SLOPE = 12.00 : 12 (45.00 DEG). BUILDING DIMENSION NORMAL TO WIND DIRECTION = 3.8 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 2.5 FT LL) o� 10 6. s ' e oad, 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. DATE : 12/25/2004 qh = 15.3 PSF qz = 15.3 PSF \o @a9P0aJ @P @ay >Cai r =ca O aLa®c IL9'a @ ®@ a ■4 1-► 1 -aett0Oarc•00ca 0 @Tai@ 0.01 ► ► a4000aVOICA ra* 1-•ca•P9aJ@ o @a5© a VisualAnalysis (version 4.00) - 128 Ne 99th St Miami Shores, FL 33138 -2341 , Sat Dec 25 21:22:55 2004 AWNING 3' -10" W x 2' -6" PROJ. ('CHRISTINA RICCI ) Milton Cubas, P.E., Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 DL ( -Y) = SELF WEIGHT VisualAnalysis (version 4.00) - 128 Ne 99th St Miami Shores, FL 33138 -2341 , Sat Dec 25 21:22:55 2004 AWNING 3' -10" W x 2' -6% PROJ. ( CHRISTINA RICCI ) Milton Cubas, P.E., Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 WL ( +Y) = 16.0 PSF VisualAnalysis (version 4.00) - 128 Ne 99th St Miami Shores, FL 33138 -2341 , Sat Dec 25 21:23:18 2004 AWNING 3' -10" W x 2' -6' PROJ. (bHRISTINA RICCI ) Milton Cubas, P.E., Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 Design Results w a a- w a a- • 128 Ne 99th St Miami Shores, FL 33138 -2341 VisualAnalysis 4.00 Report Company: Milton Cubas, P.E., Inc. Engineer: Milton Cubas, PE Billing: PHONE (305) 891 -4174; FAX (305) 891 -4175 File: C: \Documents and Settings \Milton \My Documents \CONTINENTAL AWNINGS \128 NE 99 ST \AWNING 3.83 W x 2.5 P, 128 NE 99 ST.vap Design Groups PIPE 1.0" OD X 14 GA©14 Design Member Results Design Load Cases Strength Service Load Case ID Number ID Number Name 1 1 DL ( -Y) = SELF WEIGHT 2 - DL ( -Y) + WL ( +Y) = NET UPLIFT 3 - DL ( -Y) - WL ( +Y) AISC -ASD Steel Design Group: PIPE 1.0" OD X 14 GA©14, Group Report, Designed As: Pipe0.0833 SIZE CONSTRAINTS: Depth is unconstrained. Width is unconstrained. BRACING INFORMATION: Lateral bracing at top flange ( +y): Lateral bracing at bottom flange ( -y): Strong axis bracing (parallel to y): Factor Parame Inflection points are not used as brace points. DEFLECTION LIMITS: No absolute deflection limit. No span ratio deflection limit. We deflections not checked. TER Fy = 50.00Ksi Using 1/3 stress in.rease per A5.2. INFORMATION: 'desway f : e for strong axis bending. Si frame for weak axis bending. Effective length factors: Kz = 1.00, Ky = 1.00 Pattern = Unbraced Pattern = Unbraced Pattern = Unbraced ina hape 21 1.0000 Yes 0.1354 Pipe0.0833 s Pipe0.0833 INFORMATION: A = 0.25 in ^2; O.D. = 0.08, t = 0.01 ft I = 0.03, J = 0.05 in ^4 rz = 0.03, ry = 0.03 ft Sz = 0.05, Sy = 0.05 in ^3 Extreme Checks Only Axial Check: Member Load Offset P fa KL /r Cc Q Fa Code Unity Name Case # ft lb Ksi Ksi Ref. Check M8 2 0.00 -46.74 -0.19 118.37 107.00 1.00 14.21* E2 -2 0.01 M8 3 0.00 53.96 0.22 118.37 0.00 0.00 40.00* Dl, B1 0.01 Flexure Check (Strong Bending): Member Load Offset Mz fbz Lu Cb Fbz Code Unity Name Case # ft lb -ft Ksi ft Ksi Ref. Check M8 1 2.24 1.09 0.25 3.20 1.00 33.00 F3 -1 0.01 M8 2 1.66 -21.46 4.95 3.20 1.00 44.00* F3 -1 0.11 M8 3 1.73 23.41 5.40 3.20 1.00 44.00* F3 -1 0.12 Shear Check (Strong Axis): Member Load Offset Vy fvy h /tw Fvy Code Unity Name Case # ft lb Ksi Ksi Ref. Check M8 2 0.00 -38.83 -0.21 4.47 26.67* F4 -1 0.01 M8 3 0.00 41.80 0.23 4.47 26.67* F4 -1 0.01 Flexure Check (Weak Bending): Member Load Offset My fby Lu Fby Code Unity Name Case # ft lb -ft Ksi ft Ksi Ref. Check M8 2 0.00 0.92 0.21 3.20 44.00* F3 -1 0.00 M8 3 0.00 -1.09 0.25 3.20 44.00* F3 -1 0.01 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 M8 1 2.24 0.01 30.00 0.25 33.00 0.00 33.00 H2 -1 0.01 M8 2 1.60 -0.07 14.21* 4.94 44.00* 0.08 44.00* H1 -3 0.12 M8 3 1.66 0.09 40.00* 5.40 44.00* 0.09 44.00* H2 -1 0.13 ( *)Stress increased by 1/3 according to AISC -ASD A5.2. Torsion checks are NOT performed! Maximum torsional moment was 0.33 lb -ft VisualAnalysis (version 4.00) - 128 Ne 99th St Miami Shores, FL 33138 -2341 , Sat Dec 25 21:24:08 2004 AWNING 3' -10" W x 2' -6" PROJ. ( CHRISTINA RICCI ) Milton Cubas, P.E., Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 DL ( -Y) = SELF WEIGHT N3 N4 N2 1 128 Ne 99th St Miami Shores, FL 33138 -2341 VisualAnalysis 4.00 Report Company: Milton Cubas, P.E., Inc. Engineer: Milton Cubas, PE Billing: PHONE (305) 891 -4174; FAX (305) 891 -4175 File: C: \Documents and Settings \Milton \My Documents \CONTINENTAL AWNINGS \128 NE 99 ST \AWNING 3.83 W x 2.5 P, 128 NE 99 ST.vap Summary - Node(s): N14 WL( +Y)= 16.0PSF Y Node Y _x Load Case DX in DL ( -Y) = SELF WEIGHT Y L -x 11 0.08 lb DY DZ RX RY RZ FX FY FZ in in deg deg deg lb lb lb 0.0000 0.0000 0.0000 - 0.0019 - 0.0258 - 0.1196 - 56.850 40.7553 1.8072 - NA - - NA - - NA- MX MY MZ - ft lb -ft lb -ft APPLr Forec S l O -4 • , . r g Hilti AG FL -9494 Schaan HAP v3.3b Positioning Loads Concrete Vy Compressive strength: 2000 PSI Customer No.: CONTINENTAL AWNIGS 4845 E 10th Ln HIALEAH, FL, 33013 Phone: (305) 685 -6800 Resp.: JM Anchor fastening design Location: CHRISTINA RICCI AWNING 3' -10" W x 2' -6" 128 NE 99 ST MIAMI SHORES, FL, 33138 Anchoring plate: Single anchor lx=2.00 in ly =2.00 in j— Anchor Tensile Load: N =57 Lbf Shear Load: Vx =2 Lbf Vy = -41 Lbf Moments: Mx =114 in -lb Page: 1 of 2 Quotation: Project: List No.: Date: Project name: Anchor fastening design for Kwik Bolt 11 -3/8 x 3 (1 3/4) As per Hilti USA method JS I(I) Kuvr K 50LT H I by 1 -77 2004 -12 -25 1 ANCHOR'S TRUSSES Anchor 1 N [Lbf] 194 V [Lbf] 2 V [Lbf] -41 Vres [Lbf] 41 Res [Lbf] 198 a 12 fRN 1.00 f 1.00 f 1.00 fAV 1.00 Nrec [Lbf] 530 Vrec [Lbf] 990 I N 0.37 I 0.04 I Res 0.19 hart [in] 15/8 Length [in] 3 Thread [in] 13/4 Hilti AG FL -9494 Schaan HAP v3.3b Customer No.: CONTINENTAL AWNIGS 4845 E 10th Ln HIALEAH, FL, 33013 Phone: (305) 685 -6800 Resp.: JM Results for Kwik Bolt 11 -3/8 x 3 (1 3/4) Anchor fastening design Location: CHRISTINA RICCI AWNING 3' -10" W x 2' -6" 128 NE 99 ST MIAMI SHORES, FL, 33138 Project name: ANCHOR'S TRUSSES VisualAnalysis (version 4.00) 128 Ne 99th St Miami Shores, FL 33138 -2341 Fri Dec 24 17:13:14 2004 AWNING 10' -11" W x 2' -6" PROJ. ( CHRISTINA RICCI ) Milton Cubas, P.E., Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 DL ( -Y) = SELF WEIGHT VisualAnalysis (version 4.00) - 128 Ne 99th St Miami Shores, FL 33138 -2341 , Fri Dec 24 17:13:54 2004 AWNING 10' -11" W x 2'-6" PROJ. ( CHRISTINA RICCI ) Milton Cubas, P.E., Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 WL (+Y) = 13.3 PSF VisualAnalysis (version 4.00) -. 128 Ne 99th St Miami Shores, FL 33138 -2341 , Fri Dec 24 17:14:07 2004 AWNING 10' -11" W x 2'-6" PROJ. ( CHRISTINA RICCI ) Milton Cubas, P.E., Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 Design Results 1" •• • • • • �� . • pipe0.08 pipe v v 0 0 0 p v v pipe0.0833 0 x • pipe0. pipe0.0833 O D v � x " pipe0. • • • • • • • • D O 0 1 • • pipe0. 0 v a 0 pipe0.0833 O v X x O O t+. pipe0.0 1" •• - pipe0. A W 0 pipe0 . 0833 0 1 � A pipe0.0 33 0 W a a 128 Ne 99th St Miami Shores, FL 33138 -2341 VisualAnalysis 4.00 Report Company: Milton Cubas, P.E., Inc. Engineer: Milton Cubas, PE Billing: PHONE (305) 891 -4174; FAX (305) 891 -4175 File: C: \Documents and Settings \Milton \My Documents \CONTINENTAL AWNINGS \635 W 49 ST \AWNING 10 W x 3 P, 635 W 49 ST.vap Design Group.s IPE 1.0" OD X 14 GA Design Member Results Elements LL Factor Parameters Uni y anal Sh 29 1.0000 Yes Design Load Cases Strength Service Load Case ID Number ID Number Name 1 1 DL ( -Y) = SELF WEIGHT 2 - DL ( -Y) + WL ( +Y) = NET UPLIFT 3 - DL ( -Y) - WL ( +Y) AISC -ASD Steel Design Group: PIPE 1.0" OD X 14 GA, Group Report, Designed As: Pipe0.0833 SIZE CONSTRAINTS: Depth is unconstrained. Width is unconstrained. BRACING INFORMATION: Lateral bracing at top flange ( +y): Lateral bracing at bottom flange ( -y): Strong axis bracing (parallel to y): Inflection points are not used as brace points. DEFLECTION LIMITS: No absolute deflection limit. No span ratio deflection limit. ctions not checked. EL PARAMET . Fy = 50.00Ksi Using 1/3 stress FO ION: ncrease per A5.2. Sidesway frame for strong axis bending. Sidesway frame for weak axis bending. Effective length factors: Kz = 1.00, Ky = 1.00 0.3716 Pipe0.0833 Pattern = Unbraced Pattern = Unbraced Pattern = Unbraced Pipe0.0833 INFORMATION: A = 0.24 in ^2; O.D. = 0.08, t = 0.01 ft I = 0.03, J = 0.05 in ^4 rz = 0.03, ry = 0.03 ft Sz = 0.05, Sy = 0.05 in ^3 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 M6 -3 1 0.00 0.00 30.00 0.07 33.00 0.00 33.00 H2 -1 0.00 M6 -3 2 0.00 -0.00 25.22* 0.13 44.00* 0.01 44.00* H1 -3 0.00 M6 -3 3 1.09 0.00 40.00* 0.11 44.00* 0.02 44.00* H2 -1 0.00 ( *)Stress increased by 1/3 according to AISC -ASD A5.2. -2- VisualAnalysis (version 4.00) : . 128 Ne 99th St Miami Shores, FL 33138 -2341 , Fri Dec 24 17:15:07 2004 AWNING 10' -11" W x 2' -6" PROJ. ( CHRISTINA RICCI ) Milton Cubas, P.E., Inc., Milton Cubas, PE; PHONE (305) 891 -4174; FAX (305) 891 -4175 DL ( -Y) = SELF WEIGHT N3 N4 N2 128 Ne 99th St Miami Shores, FL 33138 -2341 VisualAnalysis 4.00 Report Company: Milton Cubas, P.E., Inc. Engineer: Milton Cubas, PE Billing: PHONE (305) 891 -4174; FAX (305) 891 -4175 File: C: \Documents and Settings \Milton \My Documents \CONTINENTAL AWNINGS \635 W 49 ST \AWNING 10 W x 3 P, 635 W 49 ST.vap Summa - Node(s : N7 Node Load Case N7 DL ( -Y) - WL ( +Y) DX in DY in DZ RX RY RZ FX FY FZ in deg deg deg lb lb lb 0.0000 0.0000 0.0000 - 0.0199 0.0043 - 0.231 - 76.547 73.7275 - 2.5127 MX MY MZ lb - ft lb - ft lb - ft -NA- -NA- -NA- - pis-pp LI r10 rr ecF 1=1111161111, Hilti AG FL-9494 Schaan HAP v3.3b Anchor fastening design for Kwik Bolt 11-3/8 x 3 (1 3/4) As per Hilti USA method Positioning Loads Concrete Us , Customer No.: Anchor fastening design CONTINENTAL AWNIGS Location: 4845 E 10th Ln CHRISTINA RICCI HIALEAH, FL, 33013 AWNING 10-11" W x 2'-6" Phone: (305) 685-6800 128 NE 99 ST Resp.: JM MIAMI SHORES, FL, 33138 2J1 V Compressive strength: 2000 PSI Anchoring plate: Single anchor lx=2.00 in ly=2.00 in • Anchor Tensile Load: N=77 Lbf Shear Load: Vx=3 Lbf Vy=-73 Lbf Moments: Mx=154 in-lb Page: Quotation: Project: List No.: Date: Project name: KUJK SO LT - II by H I 3 " " • &-"-,b, 1 of 2 2004-12-24 ANCHORS TRUSSES Anchor 1 N [Lbf] 262 V [Lbf] 3 Vres [Lbf] 73 Res [Lbf] 272 a 16 f 1.00 fRV 1.00 fAN 1.00 - - - -- fAV 1.00 Nrec [Lbf] 530 Vrec [Lbf] 990 IN 0.49 I„ 0.07 'Res 0.32 he« [in] 1 5/8 Length [in] 3 Thread [in] 13/4 MIL-11r1 Hilti AG FL -9494 Schaan HAP v3.3b Customer No.: j Anchor fastening design Page: 2 of 2 CONTINENTAL AWNIGS Location: 4845 E 10th Ln CHRISTINA RICCI HIALEAH, FL, 33013 AWNING 10' -11" W x 2' -6" i Phone: (305) 685 -6800 128 NE 99 ST Resp.: JM i MIAMI SHORES, FL, 33138 Results for Kwik Bolt 11 -3/8 x 3 (1 3/4) Quotation: Project: List No.: Date: Project name: 2004 -12 -24 ANCHOR'S TRUSS ES 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 : CONTINENTAL AWNINGS JOB NUMBER : 128 Ne 99th St Miami Shores, FL 33138 -2341, CHRISMAME RIT2/24/2004 DESCRIPTION : AWNING 10' -11" W x 2' -6" PROJ WIND VELOCITY = 90 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = .87 Kzt = 1.00 GUST FACTOR = 0.85 MEAN ROOF HEIGHT = 11.0 FT DISTANCE, Z = 11.0 FT ROOF SLOPE = 12.00 : 12 (45.00 DEG) BUILDING DIMENSION NORMAL TO WIND DIRECTION = 11.0 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 2.5 FT MONOSLOPE ROOF WIND LOADS L/B = .23 Cf = 1.02 = 13.3 PSF * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** OTHER STRUCTURES * ** * ** MONOSLOPE ROOF OVER UNENCLOSED BUILDING * ** Kh = 0.849 Kz = 0.849 W ;N P12ESSc)(ZC NOTE: 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. qh = 15.3 PSF qz = 15.3 PSF \ O VisualAnalysis (version 4.00) - 128 Ne 99th St Miami Shores, FL• 33138 -2341 , Sat Dec 25 21:04:36 2004 AWNING 5-1" W x 2'-6" PROJ. ( CHRISTINA RICCI ) Milton Cubas, P.E., Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 DL ( -Y) = SELF WEIGHT N4 N2 d 128 Ne 99th St Miami Shores, FL 33138 -2341 VisualAnalysis 4.00 Report Company: Milton Cubas, P.E., Inc. Engineer: Milton Cubas, PE Billing: PHONE (305) 891 -4174; FAX (305) 891 -4175 File: C: \Documents and Settings \Milton \My Documents \CONTINENTAL AWNINGS \128 NE 99 ST \AWNING 5.083 W x 2.5 P, 128 NE 99 ST.vap Summa - Node(s): N14 WL +Y)= 15.6PSF 7.891 lb Node Load Case DX DY DZ RX RY RZ FX FY FZ MX MY ME in in in deg deg deg lb lb lb • -ft lb -ft lb -ft 0.0000 0.0000 0.0000 - 0.0023 - 0.0387 - 0.1512 69.684 52.6702 2.7557 -NA- -NA- -NA- - PPL .co F-0 - 0 1•111`•u Hilti AG FL -9494 Schaan HAP v3.3b Positioning Loads Concrete VS Compressive strength: 2000 PSI Customer No.: A nchor fastening design CONTINENTAL AWNIGS Location: 4845 E 10th Ln CHRISTINA RICCI HIALEAH, FL, 33013 AWNING 5' -1" W x 2' -6" Phone: (305) 685 -6800 128 NE 99 ST Resp.: JM MIAMI SHORES, FL, 33138 Anchoring plate: Single anchor lx=2.00 in ly =2.00 in ± Anchor Tensile Load: N =70 Lbf Shear Load: Vx =3 Lbf Vy = -53 Lbf Moments: Mx =140 in -lb Page: 1 of 2 Quotation: Project: List No.: Date: Project name: Anchor fastening design for Kwik Bolt 11 -3/8 x 3 (1 3/4) As per Hilti USA method 2004 -12 -25 (<wT K eoL-r 1) by ire 3 /6" x 13/ b. ANCHOR'S TRUSSES Anchor 1 — N [Lbf] 238 V [Lbf] 3 V, [Lbf] -53 Vres [Lbf] 53 Res [Lbf] 244 a 13 fRN 1.00 fRV 1.00 fAN 1.00 fAV 1.00 Nrec [Lbf] 530 Vrec [Lbf] 990 I 0.45 Iv 0.05 IRes 0.27 hest [in] 15/8 Length [in] 3 Thread [in] 13/4 pinnuirm Hilti AG FL -9494 Schaan HAP v3.3b Customer No.: Anchor fastening design CONTINENTAL AWNIGS I Location: 4845 E 10th Ln CHRISTINA RICCI HIALEAH, FL, 33013 AWNING 5' -1" W x 2' -6" Phone: (305) 685 -6800 128 NE 99 ST Resp.: JM MIAMI SHORES, FL, 33138 Results for Kwik Bolt 11 -3/8 x 3 (1 3/4) Page: Quotation: Project: List No.: Date: Project name: 2 of 2 2004 -12 -25 ANCHOR'S TRUSSES \- 0 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 : CONTINENTAL AWNINGS JOB NUMBER : 128 Ne 99th St Miami Shores, FL 33138 -2341 DESCRIPTION : AWNING 5' -1" W x 2' -6" PROJ' WIND VELOCITY = 90 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = .87 Kzt = 1.00 GUST FACTOR = 0.85 MEAN ROOF HEIGHT = 11.0 FT DISTANCE, Z = 11.0 FT ROOF SLOPE = 12.00 : 12 (45.00 DEG) BUILDING DIMENSION NORMAL TO WIND DIRECTION = 5.1 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 2.5 FT MONOSLOPE ROOF WIND LOADS L/B = .49 Cf = .20 = 281 B = 15.6 PSF * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** OTHER STRUCTURES * ** * ** MONOSLOPE ROOF OVER UNENCLOSED BUILDING * ** Kh = 0.849 Kz = 0.849 c)►T u DATE : 12/25/2004 qh = 15.3 PSF qz = 15.3 PSF NOTE: The oad, P, is the force, F, uniformly distributed over the surface area of the structure. The exact distribution the force through the center of pressure should be checked. Refer to ASCE 7 -98 Table 6 -6. 1 d VisualAnalysis (version 4.00) - 128 Ne 99th St Miami Shores, FL 33138 -2341 , Sat Dec 25 21:03:09 2004 AWNING 5' -1" W x 2'- 6 "PROJ. ( CHRISTINA RICCI ) Milton Cubas, P.E., Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 DL ( -Y) = SELF WEIGHT VisualAnalysis (version 4.00) - 128 Ne 99th St Miami Shores, FL 33138 -2341 , Sat Dec 25 21:03:09 2004 AWNING 5' -1" W x 2'-6" PROJ. ( CHRISTINA RICCI ) Milton Cubas, P.E., Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 WL ( +Y) = 15.6 PSF VisualAnalysis (version 4.00) - 128 Ne 99th St Miami Shores, FL 3.3138 -2341 , Sat Dec 25 21:03:46 2004 AWNING 5' -1" W x 2'-6" PROJ. ( CHRISTINA RICCI ) Milton Cubas, P.E., Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 Design Results w a a w a a 128 Ne 99th St Miami Shores, FL 33138 -2341 VisualAnalysis 4.00 Report Company: Milton Cubas, P.E., Inc. Engineer: Milton Cubas, PE Billing: PHONE (305) 891 -4174; FAX (305) 891 -4175 File: C: \Documents and Settings \Milton \My Documents \CONTINENTAL AWNINGS \128 NE 99 ST \AWNING 5.083 W x 2.5 P, 128 NE 99 ST.vap Design Groups PIPE 1.0" OD X 14 GA©14 Design Member Results AISC -ASD Steel SIZE CONSTRAINTS: Depth is unconstrained. Width is unconstrained. BRACING INFORMATION: Lateral bracing at top flange ( +y): Lateral bracing at bottom flange ( -y): Strong axis bracing (parallel to y): ea TEEL PARAMETERS: Fy = 50.00Ksi ing 1/3 stress FRAME I Sidesway frame for strong axis bending. Sidesway frame for weak axis bending. Effective length factors: Kz = 1.00, Ky = 1.00 Elements LL Factor P n na Shape crease per A5.2. 21 1.0000 Yes Design Load Cases Strength Service Load Case ID Number ID Number Name 1 1 DL ( -Y) = SELF WEIGHT 2 - DL ( -Y) + WL ( +Y) = NET UPLIFT 3 - DL ( -Y) - WL ( +Y) Inflection points are not used as brace points. DEFLECTION LIMITS: No absolute deflection limit. No s. an ratio deflection limit. ons not checked. 0.1888 Pipe0.0833 Design Group: PIPE 1.0" OD X 14 GAO14, Group Report, Designed As: Pipe0.0833 Pattern = Unbraced Pattern = Unbraced Pattern = Unbraced Pipe0.0833 INFORMATION: A = 0.25 in ^2; O.D. = 0.08, t = 0.01 ft I = 0.03, J = 0.05 in ^4 rz = 0.03, ry = 0.03 ft Sz = 0.05, Sy = 0.05 in ^3 Extreme Checks Only Axial Check: Member Load Offset P fa KL /r Cc Q Fa Code Unity Name Case # ft lb Ksi Ksi Ref. Check M8 2 0.00 -63.64 -0.26 118.37 107.00 1.00 14.21* E2 -2 0.02 M8 3 0.00 71.84 0.29 118.37 0.00 0.00 40.00* D1, 81 0.01 Flexure Check (Strong Bending): Member Load Offset Mx fbz Lu Cb Fbz Code Unity Name Case # ft lb -ft Ksi ft Ksi Ref. Check M8 1 2.45 1.27 0.29 3.20 1.00 33.00 F3 -1 0.01 M8 2 1.66 -29.60 6.83 3.20 1.00 44.00* F3 -1 0.16 M8 3 1.73 31.80 7.33 3.20 1.00 44.00* F3 -1 0.17 Shear Check (Strong Axis): Member Load Offset Vy fvy h /tw Fvy Code Unity Name Case # ft lb Ksi Ksi Ref. Check M8 2 0.00 - 51.33 -0.28 4.47 26.67* F4 -1 0.01 M8 3 0.00 54.54 0.29 4.47 26.67* F4 -1 0.01 Flexure Check (Weak Bending): Member Load Offset My fby Lu Fby Code Unity Name Case # ft lb -ft Ksi ft Ksi Ref. Check M8 2 0.00 1.74 0.40 3.20 44.00* F3 -1 0.01 M8 3 0.00 . -2.03 ' 0.47 3.20 44.00* F3 -1 0.01 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 M8 1 2.35 0.01 30.00 0.29 33.00 0.00 33.00 H2 -1 0.01 M8 2 1.60 -0.10 14.21* 6.80 44.00* 0.16 44.00* H1 -3 0.17 M8 3 1.66 0.12 40.00* 7.32 44.00* 0.17 44.00* H2 -1 0.17 ( *)Stress increased by 1/3 according to AISC -ASD A5.2. Torsion checks are NOT performed! Maximum torsional moment was 0.56 lb -ft -2- .ir 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 : CONTINENTAL AWNINGS �\\ JOB NUMBER : 128 Ne 99th St Miami Shores, FL 33138 -2341 DATE : 12/25/20'04 DESCRIPTION : AWNING 4' -4" W x 2' -6" PROJ WIND VELOCITY = 90 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = .87 Kzt = 1.00 GUST FACTOR = 0.85 MEAN ROOF HEIGHT = 11.0 FT DISTANCE, Z = 11.0 FT MONOSLOPE ROOF WIND LOADS L/B = .58 Cf = 1. * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** OTHER STRUCTURES * ** * ** MONOSLOPE ROOF OVER UNENCLOSED BUILDING * ** Kh = 0.849 Kz = 0.849 ROOF SLOPE = 12.00 : 12 (45.00 DEG) BUILDING DIMENSION NORMAL TO WIND DIRECTION = 4.3 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 2.5 FT Vv� ru D PRFssu qh = 15.3 PSF qz = 15.3 PSF NOTE: 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. VisualAnalysis (version 4.00) - , 128 Ne 99th St Miami Shores, FL 33138 -2341 , Sat Dec 25 20:21:46 2004 AWNING 4 -4" W x 2 -6" PROJ. ( CHRISTINA RICCI ) Milton Cubas, P.E., Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 DL ( -Y) = SELF WEIGHT VisualAnalysis (version 4.00) - , 128 Ne 99th St Miami Shores, FL 33138 -2341 , Sat Dec 25 20:21:46 2004 AWNING 4' -4" W x 2' -6" PROJ. ( CHRISTINA RICCI ) Milton Cubas, P.E., Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 WL ( +Y) = 15.8 PSF VisualAnalysis (version 4.00) -. 128 Ne 99th St Miami Shores, FL 33138-2341 , Sat Dec 25 20:22:06 2004 AWNING 4'-4" W x 2' -6" PROJ. ( CHRISTINA RICCI ) Milton Cubas, P.E., Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 Design Results PIPE 1.0" OD X 14 GA w a a 128 Ne 99th St Miami Shores, FL 33138 -2341 VisualAnalysis 4.00 Report Company: Milton Cubas, P.E., Inc. Engineer: Milton Cubas, PE Billing: PHONE (305) 891 -4174; FAX (305) 891 -4175 File: C: \Documents and Settings \Milton \My Documents \CONTINENTAL AWNINGS \128 NE 99 ST \AWNING 4.33 W x 2.5 P, 128 NE 99 ST.vap Design Gr• u • s PIPE 1.0" OD X 14 GA AISC -ASD Steel 14 1.0000 Yes Design Member Results Design Load Cases Strength Service Load Case ID Number ID Number Name 1 1 DL ( -Y) = SELF WEIGHT 2 - DL ( -Y) + WL ( +Y) = NET UPLIFT 3 - DL ( -Y) - WL ( +Y) Design Group: PIPE 1.0" OD X 14 GA, Group Report, Designed As: Pipe0.0833 SIZE CONSTRAINTS: Depth is unconstrained. Width is unconstrained. BRACING INFORMATION: Lateral bracing at top flange ( +y): Lateral bracing at bottom flange ( -y): Strong axis bracing (parallel to y): Elements LL Factor Parameters Unity Final Sh Inflection points are not used as brace points. DEFLECTION LIMITS: No absolute deflection limit. No span ratio deflection limit. tions not checked. S EEL PARAMETER : Fy = 50.00Ksi Using 1/3 stress increase per A5.2. Sidesway frame for stronzraxis bending. Sidesway frame for weak axis bending. Effective length factors: Kz = 1.00, Ky = 1.00 0.1493 Pipe0.0833 Pattern = Unbraced Pattern = Unbraced Pattern = Unbraced Pipe0.O833 INFORMATION: A = 0.24 in ^2; O.D. = 0.08, t = 0.01 ft I = 0.03, J = 0.05 in ^4 rz = 0.03, ry = 0.03 ft Sz = 0.05, Sy = 0.05 in ^3 Extreme Checks Only Axial Check: Member Load Offset P fa KL /r Cc Q Fa Code Unity Name Case # ft lb Ksi Ksi Ref. Check M9 2 0.00 -49.96 -0.21 118.02 107.00 1.00 14.30* E2 -2 0.01 M9 3 0.00 55.84 0.23 118.02 • 0.00 0.00 40.00* D1, Bi 0.01 Flexure Check (Strong Bending): Member Load Offset Mz fbz Lu Cb Fbz Code Unity Name Case # ft lb -ft Ksi ft Ksi Ref. Check M9 1 1.81 0.88 0.21 3.20 1.00 33.00 F3 -1 0.01 M9 2 1.60 -25.61 6.07 3.20 1.00 44.00* F3 -1 0.14 M9 3 1.60 27.34 6.47 3.20 1.00 44.00* F3 -1 0.15 Shear Check (Strong Axis): Member Load Offset Vy fvy h /tw Fvy Code Unity Name Case # ft lb Ksi Ksi Ref. Check M9 2 3.20 42.15 0.24 4.65 26.67* F4 -1 0.01 M9 3 3.20 -43.86 -0.24 4.65 26.67* F4 -1 0.01 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 M9 1 1.81 0.01 30.00 0.21 33.00 0.00 33.00 H2 -1 0.01 M9 2 1.54 -0.07 14.30* 6.06 44.00* 0.00 44.00* H1 -3 0.14 M9 3 1.60 0.09 40.00* 6.47 44.00* 0.00 44.00* H2 -1 0.15 ( *)Stress increased by 1/3 according to AISC -ASD A5.2. Torsion checks are NOT performed! Maximum torsional moment was 0.00 lb -ft -2- 6Th VisualAnalysis (version 4.00) -. 128 Ne 99th St Miami Shores, FL 33138 -2341 , Sat Dec 25 20:22:55 2004 AWNING 4'-4" W x 2' -6" PROJ. ( CHRISTINA RICCI ) Milton Cubas, P.E., Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 DL ( -Y) = SELF WEIGHT N4 N2 128 Ne 99th St Miami Shores, FL 33138 -2341 VisualAnalysis 4.00 Report Company: Milton Cubas, P.E., Inc. Engineer: Milton Cubas, PE Billing: PHONE (305) 891 -4174; FAX (305) 891 -4175 File: C: \Documents and Settings \Milton \My Documents \CONTINENTAL AWNINGS \128 NE 99 ST \AWNING 4.33 W x 2.5 P, 128 NE 99 ST.vap Summary - Node(s): N7 0.0000 0.0000 0.0000 - 0.0075 - 0.0006 -0.212 Hilti AG FL -9494 Schaan HAP v3.3b Anchor fastening design for Kwik Bolt 11 -3/8 x 3 (1 3/4) As per Hilti USA method Positioning Loads Concrete r Customer No.: CONTINENTAL AWNIGS 4845E 10th Ln I HIALEAH, FL, 33013 Phone: (305) 685 -6800 Resp.: JM Vy Compressive strength: 2000 PSI US � Anchor fastening design Location: CHRISTINA RICCI AWNING 4' -4" W x 2' -6" 128 NE 99 ST MIAMI SHORES, FL, 33138 Anchoring plate: Single anchor Ix =2.00 in ly =2.00 in -f- Anchor Tensile Load: N =37 Lbf Shear Load: Vy = -53 Lbf Moments: Mx =74 in -Ib Page: 1 of 2 Quotation I Project: List No.: Date: 2004 -12 -25 Project named ANCHOR'S TRUSSES Hilti AG FL-9494 Schaan HAP v3.3b Results for Kwik Bolt 11-3/8 x 3 (1 3/4) Anchor N [Lbf] V [Lbf] V [Lbf] V res [Lbf] Res [Lbf] a fRN fRV AN fAV N rec [Lbf] V rec [Lbf] IN IV IRes h [in] Length [in] Thread [in] Customer No.: Anchor fastening design Page: 2 of 2 1 ! CONTINENTAL AWNIGS 4845 E 10th Ln ' HIALEAH, FL, 33013 Phone: (305) 685-6800 Resp.: JM Location: CHRISTINA RICCI AWNING 4 W x 2'-6" 128 NE 99 ST MIAMI SHORES, FL, 33138 1 126 0 -53 53 137 23 1.00 1.00 1.00 1.00 530 990 0.24 0.05 0.10 1 5/8 3 1 3/4 Project: List No.: Date: 2004-12-25 Project namei ANCHOR'S TRUSS Quotation: ES 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 : CONTINENTAL AWNINGS \/ D JOB NUMBER : 128 Ne 99th St Miami Shores, FL 33138 -2341 DATE : 12/24/004 DESCRIPTION : AWNING 6' -0" W x 2' -6" PROJ WIND VELOCITY = 90 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = .87 Kzt = 1.00 GUST FACTOR = 0.85 MEAN ROOF HEIGHT = 11.0 FT DISTANCE, Z = 11.0 FT MONOSLOPE ROOF WIND LOADS L/B = .42 Cf = 1.15 = 3 8 LB = 15.0 PSF * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** OTHER STRUCTURES * ** * ** MONOSLOPE ROOF OVER UNENCLOSED BUILDING * ** Kh = 0.849 Kz = 0.849 ROOF SLOPE = 12.00 : 12 (45.00 DEG) BUILDING DIMENSION NORMAL TO WIND DIRECTION = 6.0 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 2.5 FT AJD PROS SU tea. qh = 15.3 PSF qz = 15.3 PSF NOT "FheToad, 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. VisualAnalysis (version 4.00) - 128 Ne 99th St Miami Shores, FL 33138-234.1 , Fri Dec 24 18:27:13 2004 AWNING 6-0" W x 2' -6" PROJ. ( CHRISTINA RICCI ) Milton Cubas, P.E., Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 DL ( -Y) = SELF WEIGHT VisualAnalysis (version 4.00) - 128 Ne 99th St Miami Shores, FL 33138- 2341,, Fri Dec 24 18:27:29 2004 AWNING 6-0" W x 2' -6" PROJ. ( CHRISTINA RICCI ) Milton Cubas, P.E., Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 WL ( +Y) = 15.0 PSF VisualAnalysis (version 4.00) - 128 Ne 99th St Miami Shores, FL 33138 -2341 , Fri Dec 24 18:27:36 2004 AWNING 6' -0" W x 2' -6" PROJ. ( CHRISTINA RICCI ) Milton Cubas, P.E., Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 Design Results o x 0 0 w q iq�' 14 GP 128 Ne 99th St Miami Shores, FL 33138 -2341 VisualAnalysis 4.00 Report Company: Milton Cubas, P.E., Inc. Engineer: Milton Cubas, PE Billing: PHONE (305) 891 -4174; FAX (305) 891 -4175 File: C: \Documents and Settings \Milton \My Documents \CONTINENTAL AWNINGS \128 NE 99 ST \AWNING 6 W x 2.5 P, 128 NE 99 ST.vap Design Groups Name, Eleme PIPE 1.0" OD X 14 GA Design Member Results AISC -ASD Steel s increase per A5.2. 30 1.0000 Yes Design Load Cases Strength Service Load Case ID Number ID Number Name 1 1 DL ( -Y) = SELF WEIGHT 2 - DL ( -Y) + WL ( +Y) = NET UPLIFT 3 - DL ( -Y) - WL ( +Y) SIZE CONSTRAINTS: Depth is unconstrained. Width is unconstrained. BRACING INFORMATION: Lateral bracing at top flange ( +y): Lateral bracing at bottom flange ( -y): Strong axis bracing (parallel to y): Inflection points are not used as brace points. DEFLECTION LIMITS: No absolute deflection limit. No span ratio deflection limit. Weak deflections not checked. STEEL • _ . • .•. ERS : ION: Sidesway frame for strong axis bending. Sidesway frame for weak axis bending. Effective length factors: Kz = 1.00, Ky = 1.00 or rs Unity Final Shape 0.2560 Pipe0.0833 Design Group: PIPE 1.0" OD X 14 GA, Group Report, Designed As: Pipe0.0833 Pattern = Unbraced Pattern = Unbraced Pattern = Unbraced Pipe0.0833 INFORMATION: A = 0.25 in ^2; O.D. = 0.08, t = 0.01 ft I = 0.03, J = 0.05 in ^4 rz = 0.03, ry = 0.03 ft Sz = 0.05, Sy = 0.05 in ^3 Extreme Checks Only Axial Check: Member Load Offset P fa KL /r Cc Q Fa Code Unity Name Case # ft lb Ksi Ksi Ref. Check M4 -1 2 3.20 -15.58 -0.06 118.37 107.00 1.00 14.21* E2 -2 0.00 M4 -1 3 0.00 -47.23 -0.19 118.37 107.00 1.00 14.21* E2 -2 0.01 Flexure Check (Strong Bending): Member Load Offset Mz fbz Lu Cb Fbz Code Unity Name Case # ft lb -ft Ksi ft Ksi Ref. Check M4 -1 2 1.73 -23.88 5.51 3.20 1.00 44.00* F3 -1 0.13 M4 -1 3 1.73 25.31 5.84 3.20 1.00 44.00* F3 -1 0.13 Shear Check (Strong Axis): Member Load Offset Vy fvy h /tw Fvy Code Unity Name Case # ft lb Ksi Ksi Ref. Check M4 -1 2 0.00 -39.54 -0.21 4.47 26.67* F4 -1 0.01 M4 -1 3 0.00 41.96 0.23 4.47 26.67* F4 -1 0.01 Flexure Check (Weak Bending): Member Load Offset My fby Lu Fby Code Unity Name Case # ft lb -ft Ksi ft Ksi Ref. Check M4 -1 1 3.20 1.25 0.29 3.20 33.00 F3 -1 0.01 M4 -1 2 3.20 -10.29 2.37 3.20 44.00* F3 -1 0.05 44 -1 3 3.20 12.78 2.95 3.20 44.00* F3 -1 0.07 Shear Check (Weak Axis): Member Load Offset Vz fvz h /tw Fvz Code Unity Name Case # ft lb Ksi Ksi Ref. Check M4 -1 2 0.00 -5.42 -0.03 4.47 26.67* F4 -1 0.00 M4 -1 3 0.00 6.73 0.04 4.47 26.67* F4 -1 0.00 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 M4 -1 1 2.77 -0.00 10.66 0.10 33.00 0.22 33.00 H1 -3 0.01 M4 -1 2 1.98 0.03 40.00* 5.34 44.00* 0.85 44.00* H2 -1 0.14 M4 -1 3 1.98 -0.04 14.21* 5.67 44.00* 1.06 44.00* H1 -3 0.16 ( *)Stress increased by 1/3 according to AISC -ASD A5.2. Torsion checks are NOT performed! Maximum torsional moment was 2.89 lb -ft -2- VisualAnalysis (version 4.00) - 128 Ne 99th St Miami Shores, FL 33138 -2341 , Fri Dec 24 18:28:25 2004 AWNING 6-0" W x 2' -6" PROJ. ( CHRISTINA RICCI ) Milton Cubas, P.E., Inc., Milton Cubas, PE, PHONE (305) 891 -4174; FAX (305) 891 -4175 DL ( -Y) = SELF WEIGHT 128 Ne 99th St Miami Shores, FL 33138 -2341 VisualAnalysis 4.00 Report Company: Milton Cubas, P.E., Inc. Engineer: Milton Cubas, PE Billing: PHONE (305) 891 -4174; FAX (305) 891 -4175 File: C: \Documents and Settings \Milton \My Documents \CONTINENTAL AWNINGS \128 NE 99 ST \AWNING 6 W x 2.5 P, 128 NE 99 ST.vap Summary - Node(s): N21 Node Load Case N21 DL ( -Y) - WL ( +Y) DX in DY DZ RX RY RZ FX FY FZ MX MY MZ in in deg deg deg lb lb lb lb - ft lb - ft lb - ft 0.0000 0.0000 0.0000 - 0.2254 0.0896 - 0.1907 8.330 121.330 171.476 - NA - - NA - - NA- ?c(pLi FoLc S A MITI Hilti AG FL -9494 Schaan HAP v3.3b Anchor fastening design for Kwik Bolt II -3/8 x 3 (1 3/4) As per Hilti USA method Positioning 11 Loads Concrete 2 ,t N NVx V Vy Compressive strength: 2000 PSI Anchor fastening design Location: CHRISTINA RICCI AWNING 6-0" W x 2' -6" 128 NE 99 ST MIAMI SHORES, FL, 33138 Page: 1 of 2 Quotation: Project: List No.: Date: Project name: 2004 -12 -24 ANCHOR'S TRUSS Customer No.: CONTINENTAL AWNIGS 4845 E 10th Ln HIALEAH, FL, 33013 Phone: (305) 685 -6800 Resp.: JM Anchoring plate: Single anchor lx=2.00 in ly =2.00 in —I— Anchor Tensile Load: N =59 Lbf Shear Load: Vx =121 Lbf Vy= -172 Lbf Moments: Mx =118 in -lb 5q X 2 1 n Anchor 1 N [Lbf] 201 V [Lbf] 121 V [Lbf] -172 V fBs [Lbf] 210 Res [Lbf] 291 a 46 f 1.00 fRV 1.00 f 1.00 fAV 1.00 Nrec [Lbf] 530 V rec [Lbf] 990 I 0.38 I 0.21 'Res 0.27 h [in] 15/8 Length [in] 3 Thread [in] 13/4 Hilti AG FL -9494 Schaan HAP v3.3b Customer No.: CONTINENTAL AWNIGS 4845 E 1.0th Ln HIALEAH, FL, 33013 Phone: (305) 685 -6800 Resp.: JM Results for Kwik Bolt 11 -3/8 x 3 (1 3/4) Anchor fastening design Location: CHRISTINA RICCI AWNING 6' -0" W x 2' -6" 128 NE 99 ST MIAMI SHORES, FL, 33138 Page: Quotation: Project: List No.: Date: Project name: 2 of 2 k 2004 -12 -24 ANCHOR'S TRUSS ES Approved Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT c p 305- 795 -2204 Buil. ing Inspection Request Date Type Insp'n Permit No. 0 /.393 Name / Address !d1 i\-. 6 L ` 4/ Company �J /l Phone # ' O ✓ ` 70 Inspection Date 6444// Date Inspection Date Approved n Re- Insp'n Fee MIAMI SHORES VILLAGE - BUILDING DEPARTMENT ( O r 305- 795 -2204 Building Inspection Request Type Insp'n W421 Permit No. 7 / .cq t( Name �,+ Address / c /06 f 7 S Company 6 Phone # OS"/ 7-5 T -1 P p 91 -� 0D _e//7 0 • • MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buuildi • Ins section Request Date � Type Insp'n Oat- F (" 1t Permit No. d et 9T Name f Address ! >> .r� � / 9q Company Z, Phone # 30.S 1 ✓ -570D Inspection Date / 8 5' \ Approved f � Correction ❑ Re- Insp'n Fee ❑ • 1 ? exvi2 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address City Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Architect/Engineer's Name (if applicable) $ Value of Work For this Permit 1a Type of Work: ❑Addition Describe Work: Submittal Fee $ Notary $ Scanning $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) 1.2Z OE State ❑Alteration i 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (3Q5 4- Fax:_( 25_)__.4.8972 DEC k, /etc Electrical lumbing Mechanical (�I ��/ RG'i I C c/1 Phone # D� Roofing 3 -C700 M (Awl( 1 hDreS zip s cowe County Miami -Dade NO S3i 3 Fr Phone # Contractor's Company Name 0 (, 5'V\Q, \ Phone # Contractor's Address City Qualifier State Zip State Certificate or Registration No. Certificate of Competency No. ❑New Structural Plan Review. $ Permit No. Pe€ 00 $ —A.517Z aster Permit No. Square Footage Of Work: Phone # Zip Repair/ Replace / * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** V •� Permit Fee $ /4W ' CCF S Training/Education Fee $ E3 0 Radon $ Zoning Technology Fee $ qf Bond $ ❑ Demolition CO /CC 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 reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 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. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: Chc 05/13/03 Contractor ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** , . * ** *I 004 * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE .STATEMENT n ,54-10q Rt c of being the legal property owner, for the property Located at: L Z (, JL Y ( q_ Legally described as • Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),,.gnd I have read and understand the following disclosure Statement, which entitles me td work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument Was acknowledged before me this / day of 20 O V B y who is personally known to me or who has Produced Owner DISCLOSURE STATEMENT as identification and who did take an oath.. „4#.14.10 Ginny.H. Gonell ,�• � Commission #DD323870 Expires: May 26, 2008 Bonded Thru "" " Atlantic Bonding Co., Inc. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 12/14/2004 Applicant: CHRISTINA Owner: RICCI JOB ADDRESS: 128 Contractor Local Phone: Parcel # 1132060132270 NE 99 Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -1594 RICCI CHRISTINA ST Contractor's Address: Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOT 11 & E1/2 OF LOT 12 & W25FT OF LOT Fees: FEE2004 -12594 FEE2004 -12595 FEE2004 -12596 FEE2004 -12597 FEE2004 -12598 FEE2004 -12599 FEE2004 -12600 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Submittal Fee Total Fees: Amount $190.00 $5.40 $5.00 $1.80 $4.75 $21.00 ($50.00) $177.95 Total Fees: $177.95 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 6/4/2005 Construction Value: $9,000.00 Work: REPLACE 9 WINDOWS WITH IMPACT RESISTANT GLASS (RETRO FIT) Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. BY: Page 1 of 1 v-6 @I* 4/g 7 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 6P(1y - I59V TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: =A * QQ (Paplawore4) 9 W l(1 DOL2S 3. Owner(s) name and address: (nrl (1 �lC_C vz4 u c q st-PJAD7 PL 33/3V Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: N/A 5. Surety: (Payment bond required by owner from contractor, If any) REBY CERTIFY that this is a true copy of the original filed in thisi on I day of � e ` - / , A D 20 QS WITNESS my hand and Official Scat. P 'vifd, ii can o Cif .mt anu (Aunty t,.Jurts R y P ~ 7j J ' - D .C. Name and address: Amount of bond $ 6. Lender's name and address: 9. Expiration date of differen is spe Q Signatu Print Owner's Name Sworn to and subscribed before me this Notary P Print Not ryas Nam My commission expires: 123.01 -52 PAGE 4 8/02 Ch rts4-irg 7cci ✓6 day of ic j In PE qg -44 i ex% sin OAS 33t3St 1111 J OF FLORIDA, COUNTY OF DADE 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: is Notice of Commencement: (the expiration date is 1 year from the date of recording unless a d) CFN 2005R0158799 OR Bk 23090 P9 3884; (1P9) RECORDED 02/16/2005 12:42:32 HARVEY RUVIH, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Nt c k Prepared by 20057 Address: t , Ginny II. Goiidll ; - Commission 0 E0323870 Expires: May 26, 2008 "i d o. �o Bonao i nm " Atlantic Bending Co., Inc. As C�rlyr . C- cts�x Ca Cottage *:i r; E N Fixed 42 "x66 Fixed 42 "x66 Main House 128 NE 99th Street Fixed 42 "x66 Fixed 42 "x66 Miami Shores FL 33138 H Fixed 23 "x75 Fixed 23 "x75 Fixed 58 "x79 9 Impact Window Replacements Interior side Exterior side 2 height ) \ J � 7 SABANA WINDOWS www.sabanawindows.com E-mail : sabanal @bellsouth.net Phone: 305.825.1045 Fax: 305.825.3805 Client: Ricci WINDOWS Client signature: Model: SINGLE FIXED WINDOW Product approvals: by SABANA WINDOWS OUTSWING WOOD CASEMENT WINDOWS — IMPACT RES EXPIRS : OUTSWING FRENCH DOOR— IMPACT RESISTANT — No. 02- 0828.05 EXPIRES : 0/07/2007 Width 5 Date: 11/12/04 Scale: - Mark Qty. Width height Swing Drawn: J.L.C. Representative: MC 4" 23 1/2" 75 3/4" Fixed 2 42 1/2" 66 3/4" Fixed Units: See S�tledule 2 42" 66 1/2" Fixed Sheet: 01 of 04 (1) PANEL DETAIL (2) TOP PANEL DETAIL C) Product approvals: by U WA T WINDOWS — No. 02-0828.04 RESISTANT — No. 02- 0828.04 EXPIRES : 10/07/2007 OUTSWING FRENCH DOOR— IMPACT RESISTANT — No. 02- 0828.05 EXPIRES : 10/07/2007 EXTERIOR 1 I /8" SIDE 1 I /8" EXTERIOR SIDE il SABANA WINDOWS www.sabanawindows.com E-mail : sabana1 @bellsouth.net Phone: 305.825.1045 Fax: 305.825.3805 Client: Ricci Model: DETAILS 01/04 I I/8" 6 I Ill C 1 5/8" 13/4" 1 I /8" Specs: ' III _ Sikens 009 +009 +009 INTERIOR SIDE Q Casing 3/4 "x3" Brickmolding 3/4 "x1 1/2" 1 5/8" 1 /2" Thick Clear Glass INTERIOR 1 3/4" SIDE _ Latice 1/4"x1" (4) (5) THRESHOLD L EXTERIOR SIDE a Comments: JIM 110 13/4 n Ili " INTERIOR SIDE Date: 11/1 8/04 Drawn: J.L.C. Representative: M.C. Scale: Units: Sheet 02 of 04 Mark /// 0 t SABANA WINDOWS www.sabanawindows.com E -mail : sabanal @bellsouth.net Phone: 305.825.1045 Fax: : 305.825.3805 Client: Ricci WINDOWS Client signature: Model: SINGLE FIXED WINDOW Product approvals: by SABANA WINDOWS OUTSWING WOOD CASEMENT WINDOWS — IMPACT RESISTANT — No. 02- 0828.04 EXPIRES : 10/07/2007 OUTSWING FRENCH DOOR — IMPACT RESISTANT — No. 02- 0828.05 EXPIRES : 0/07/2007 Date: Scale: 11/12/04 Drawn: Representative: J.L.C. MC Units: See Schedule Sheet 03 of 04 Mark Qty. Width height Swing I 58 3/4" 79" Fixed Interior side '29 3/8 "' Width height Exterior side 5 (1) PANEL DETAIL (2) TOP PANEL DETAIL Q.-- Product SABAN approvals: by A WINDOWS OUfSWING WOOD CASEMENT TA — o. IMPACT RESISTANT No. 02- 0828.04 EXPIRES : 10/07/2007 OUrSWING FRENCH DOOR— IMPACT RESISTANT — No. 02- 0828.05 : 10/07/2007 EXTERIOR I /8" SIDE I I /8" 12" thick lass EXTERIOR SIDE SABANA WINDOWS www.sabanawindows.com E-mail : sabanal @bellsouth.net Fax: 305.825.3805 sabana1@bellsouth.net Phone: 305.825.1045 Client: Ricci Model: DETAILS 03/04 AIR p_igrm p 6.. I I/ 1 5/8" 1 3/4" QQ 1 I /V" / Specs: 7 � I ii Sikens 009 +009 +009 0 Casing 3/4 "x3" _ Brickmolding 3/4 "x1 1 /2" lej INTERIOR 5 8 "x4" 15/8" INTERIOR SIDE 1 Steel reinforcement 3/4" SIDE 1/2" Thick Clear Glass Latice 1/4"x1" (4) (5) THRESHOLD EXTERIOR SIDE E LI Comments: �IIi I 3/4" ., INTERIOR SIDE Date: 11/1 8/04 Drawn: J.L.C. Representative: M.,C. , Scale: Units: Sheet 04 of 04 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Sabana Windows, Inc. 6157 NW 167 Street Miami Lakes, FL 33015 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Mahogany Impact Glazing Fixed Window APPROVAL DOCUMENT: Drawing No. 04 -035, dated 02/07/04, titled "Mahogany Impact Glazing Fixed Window ", sheets 1 through 7 of 7, prepared by Eng Co Inc., signed and sealed by Pedro De Figueiredo, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors . and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages El and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 04- 0225.03 Expiration Date: April 22, 2009 Approval Date: April 22, 2004 Page 1 • BUILDING PERMIT APPLICATION FBC 2001 City Tenant/Lessee Name Contractor's Company Name Contractor's Address $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) State 14- Miami Shores Village Building Dep. rtment 10050 N.E.2nd Avenue, Miami Sh.res, Florida 33138 Tel: ( 3 0 5 ) : 7 9 . 5 . 2 2 1 1 ' 7 6.8972 22-a c7 , 0 MU 9 3 Permit Type (circle): : uildin Electrical Plumbing Mechanical 7 Roofing Owner's Name (Fee Simple Titleholder) 0/7/?i'br7 Ct RIL''C/ Phone # 3®C 7 S to C � 7-6 c � 9 Owner's Address Zg NE' l ,S-1- Zip Job Address (where the work is being done) ca/1/).-e G/7 q 31 t?( 33rd - Phone # City Miami Shores Village County Miami -Dade Zip is Building Historically Designated YES NO Phone # City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Type of Work: Addition ❑Alteration ❑New ❑ Re air/Re lace ��, 1� __ ((�� _� lJ p p El Demolition Describe Work: �In -S+CL- ! c W (Aar S �flcle. ) S /,Cl.Q )Fle ,e e 1 * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ /0C1 CCF $ 1,8 7 CO /CC Notary $ Training/Education Fee $ a60 Technology Fee $ D?/ �0 Scanning $ Radon $ Zo g_ s � O Code Enforcement $ -� ' Structural Plan Review. $ Q '•� nin Permit No. Sp, O0 — /5" aster Permit No. Square Footage Of Work: Bond $ to& g ` n Klkik0 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 .. _ ! `rt a reinspection fee will be charged. is personally known to me o Signature nt The foregoing instrument was acknowled day of who has produced entification and who did take an oath. NOTARY P NOTARY PUBLIC: Si � Sign: Pr i %�✓. , 41 t ` Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 a Signature Plans Examiner Engineer Zoning • Contractor The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced as identification and who did take an oath. * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** * * * * * ** **************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** It Located at: Proof cif ownership provided ( ) Was acknowledged before me this ep may of Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT BUILDER DISCLOSURE STATEMENT tCy being the legal property owner, for the property � zg Ai e 1 Legally described as Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),.nd I have read and understand the following disclosure Statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT Y ` State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal Iicensing ordinances. Any person working on your building who is not Icensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. initial of reviewing clerk. Tlie foregoing instrument as identification and who did take an oath. , ,>wV w,uk Onny H. Gonell • = Commission #DD3 • Expires: May 26, 2008 -74 - °F"`' Atlantic Bonding Co., Inc. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT 5 APPLICATION FOR BUILDING PERMIT It ' Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during prpgress of the work. Owner's Name and Address .... ,/dl..t u 196 STATE OF FLORIDA, COUNTY OF DADE. j ss• Date Permit No Disapproved �/ Date. (Signed) 4 X..4.. Bui • t ng Inspecto rEpli 2� 7 Registered Architect and /or Engineer Name and address of licensed contractor.... / .4 5t6� 11 ' p ° w Remarks (Signed)... ..... __.... -.... ,19.7 - No..1e 3 C Street— 7 _- V Location and legal description of lot to be built on: mm,,,� Lot .// / . ` � Block 1.. Subdivision.d!.�2 /8" ' •• f C ' 1 Street and and Number where work is to be done. ... W�L . . ' • .9 State work to be done and purpose of building (by floors) ?el? GG G v to%A'QoLL / /I) I) e; n I - cei N /AJ Tfr and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ .5-ga•,o 6 Amount of Permit Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under theFlorida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be • • ted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only su subcontractors, on w�.. rformed under this permit, as are licensed by Miami Shores Village. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _ -- and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Read, Sworn to and Subscribed before me. to me well known, Notary Public, State of Florida Commission Expires NNING BOARD DATE Chairman Member \lcrnber Member Member ...... — - - . — ...._ Member _ Council Approved Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. S Cottage Altura Projecti 2'- 6 "x2'- 6 "x3'- W n 10" Alt ura Projection 2'- 6 "x2' -6 "x10 " -11" N Concave 2'- 6 "x2'- 6 "x4 "-4" 10 Awning Additions 128 NE 99th Street Miami Shores FL 33138 CE C L: c , 1/4 : —o af Main House Concave 2'- 6 "x2'- 6 "x6 " -0" Concave 2'- 6 "x2'- 6 "x4 "-4" Concave 2'- 6 "x2'- 6 "x4 " -4" Concave 2'- 6 "x2'- 6 "x6 " -0" Altura Projection 2'-6"x2'-6"x5"-1" f eel'. 0.1 Wait I 0.01' d. L eo std WWI Sheet 2 of 2 Boundary Survey 0. no I MOO' AIOAt of +rsv • Northwest 99th Street 10.30' Aspkaee Pawenten! -7 \ 47.30' — 4 Pavers Driveway 0.10' ts 4 .g: 11.00' OS' ..1 .� 1.45 11.00' Parkway Powers • D/Ir • N90 00'00T °•o'"wik 100.00' Olt '►stac 7ti N90'00'00'E el 10' Aeph el r . its noo 'd1. ito Signed: (INSPECTOR) Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2004 -1593 Printed: 2/18/2005 Applicant: CHRISTINA RICCI Owner: RICCI CHRISTINA JOB ADDRESS: 128 NE 99 ST Contractor Local Phone: Parcel # 1132060132270 Building Permit Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 11 & E1/2 OF LOT 12 & W25FT OF LOT Fees: Description Amount FEE2005 -76 Structural Fee $25.00 FEE2005 -2235 Building Fee $100.00 FEE2005 -2236 Notary Fee $5.00 FEE2005 -2237 CCF $1.80 FEE2005 -2238 Training and Education Fee $0.60 FEE2005 -2239 Technology Fee $2.50 FEE2005 -2241 Scanning Fee $24.00 FEE2005 -2242 Submittal Fee ($50.00) Total Fees: $108.90 Total Fees: $108.90 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 6/4/2005 Construction Value: $2,200.00 Work: INSTALL AWNINGS IN FRONT AND SIDE OF PROPERTY (SEE SKETCH) \ \ c , \-°\* 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: