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287 NE 101 St (14)
B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zane AO, use depth of flooding) 120250 0093 J 7117/95 03/02/94 X — BUILDING OWNER'S NAME Eduardo Castro and Michele Castro I tUtKAL t- JlntMUtNUY M kNAtihMtN t ALitNI:Y NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 287 NE 101 St. CITY Miami Shores STATE FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lots 22 and 23, Block 35, P.B. 10-70 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) ( ##° - ## -##.#1r or ##.#####°) o a) Top of bottom floor (induding basement or enclosure) o b) Top of next higher floor o c) Bottom of lowest horizontal structural member (V zones only) o d) Attached garage (top of slab) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) o f) Lowest adjacent (finished) grade (LAG) o g) Highest adjacent (finished) grade (HAG) TITLE LAND SURVEYOR & MAPPER o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A o i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. an) FEMA Form 81 -31, January 2003 HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER Miami Shores 120652 82. COUNTY NAME Miami -Dade County B3. STATE FL B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction on of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building fa which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations – Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3. -a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD Conversion/Comments Elevation reference mark used N397 Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No 11. 25 ft.(m) 11.70ft.(m) WA . _ft(m) WA. — ft(m) 11.25ft.(m) 10.50 ft.(m) 10. 60 ft.(m) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME JOSE F. LOPEZ UCENSE NUMBER #3086 ADDRESS CITY STATE 7900 NW 155th Street , Suite 104 Miami Lakes FL SIGNATURE DATE TELEPHONE 06/30/03 (305) 828 -2725 See reverse side for continuation. O.M.B. No. 3067 -0077 Expires December 31, 200: ZIP CODE Policy Nurriber Company Use: Company NAIC Number SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. COMPANY NAME J. F. LOPEZ & ASSOCIATES, INC. ZIP CODE 33016 Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 287 NE 101 Street CrrY STATE ZIP CODE Miami Shores FL 33168 r ADDRESS SIGNATURE COMMENTS LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 -31, January 2003 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS HIGHEST CROWN OF ROAD ELEVATION IN FRONT OF PROPERTY: 10.19 FEET, NGVD SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (induding basement or endosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA -issued or community- * issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (induding basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: CITY DATE TELEPHONE ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local offidal who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicableitem(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law tc certify eleveion information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community offidal completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone A0. G3. ❑ The following information (Items G4G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED TITLE TELEPHONE DATE _. _ft.(m) _. _ ft.(m) Policy Number Company NAIC Number For Insurance Company Use: ❑ Check here if attachments STATE ZIP CODE Datum: Datum: ❑ Check here if attachments Replaces all previous editions B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER Miami Shores 120652 62 COUNTY NAM= Miami -Dade County B3. STATE FL 84. MAP AND PANEL NUMBER 12025C 0093 85. SUFFIX J 86. FIRM INDEX DATE 7117/95 B7. FIRM PANEL EFFECTIVE/REVISED DATE 0&02194 B8. FLOOD ZONE(S) X B9. BASE FLOOD ELEVATION(S) (Zane AO, use depth of flooding) — 1 tJNtNULM;Y MANAI. *MtN I AbtNUY NATIONAL FLOOD INSURANCE PROGRAM BUILDING OWNER'S NAME Eduardo Castro and Michele Castro CITY Miami Shores ELEVATION CERTIFICATE Important Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 287 NE 101 St. PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lots 22 and 23, Block 35, P.B. 10-70 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) ( #0' - ## - ##.##" or ##.#####°) HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 STATE FL SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other ( Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area a Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building fa which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations –Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3. -a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section 0 or Section G, as appropriate, to document the datum conversion. Datum NGVD Conversion/Comments Elevation reference mark used N397 Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (indudng basement or endosure) 11. 25 ft.(m) o b) Top of next higher floor 11.70 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A . _ft.(m) N/A. _ft.(m) o d) Attached garage (top of slab) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 11.25 ft.(m) o t) Lowest adjacent (finished) grade (LAG) 10.50 ft.(m) o g) Highest adjacent (finished) grade (HAG) 10. 60 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A o i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION ZIP CODE SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. To' N N o E c 111 ca ai 2 E ti- c N J This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME JOSE F. LOPEZ LICENSE NUMBER #3086 TITLE LAND SURVEYOR & MAPPER COMPANY NAME J. F. LOPEZ & ASSOCIATES, INC. ADDRESS 7900 NW 155th Street , Suite 104 SIGNATU FEMA Form 81 -31, January 2003 DATE TELEPHONE 06/30/03 (305) 828.2725 O.M.B. No. 3067 -0077 Expires December 31, 200: Insuiance Ar t>se' Policy Number Company NAIC Number ; #3086 CITY STATE ZIP CODE Miami Lakes FL 33016 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A BUILDING STREET ADDRESS (Induding Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 287 NE 101 Street CITY STATE ZIP CODE Miami Shores FL 33168 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community offidal, (2) insurance agenticompany, and (3) building owner. COMMENTS HIGHEST CROWN OF ROAD ELEVATION IN FRONT OF PROPERTY: 10.19 FEET, NGVD ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram acarately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (induding basement or endosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft(m) _in.(cm) ❑ above or ❑ below (chedk one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communit/s floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local offidal must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A a C, and E are coned to the best of my knowledge. PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor (indudng basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIALS NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 -31, January 2003 CITY DATE TELEPHONE _ SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local offidal who is authorized bylaw or ordinance to administer the community's floodplain managernent ordinance can complete Sections A, B, C (or E), and G of this Elevation Cert'lcate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C wastaken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A Community offidal completed Section E for a building located in Zone A (without a FEMAMssued or community4ssued BFE) or Zone AO. G3. ❑ The following information (Iten G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED TITLE TELEPHONE DATE _. _ft.(m) — _ ft(m) Poky Number Company NAIC Number Fa insurance Conpany Use: STATE ZIP CODE ❑ Check here if attachments Datum: Datum: ❑ Check here if attachments Replaces all previous editions Total Mar Ed ' do azquez, RA AR 14369 EduardoAiber toVazquez Architect Structural Calculations for: Eduardo Castro 287 NE 101 Street Miami Shores, Florida 33138 eets including cover ,2004 # 3'5D`" PROPOSED ADDITION EDUARDO CASTRO 28 ?'IVE 101 STREET MIAMI SHORES, FLORIDA.33138 -2422 LOADS; STRUCTURAL CALCULATIONS NEW C55 WALL — E' /.15TING TERRACE / / / J 62' -0" E 101 : — NL r" - -NEW C55 WALL e::✓ == �. 1 �...� c: APTIAI DESCRIPTION: STRUCTURE TYPE: REINFORCED C.B.S. WALL WITH REINFORCED CONCRETE TIE BEAM & FOOTING, RESIDENCE ADDITION. TO EXISTING 53' -0" X 62' -0" ONE STORY C.B.S. RESIDENCE ROOF STRUCTURE: EXISTING TERRACE ROOF STYRUCTURE (WOOD RAFTERS) DEAD LOADS: NORMAL CONCRETE WEIGHT= 150 Ibf /FT CONCRETE BLOCKS WALLS= 55 Ibf /FT MISCELANEUS= 30 Ibf /FT ROOF LIVE LOAD= 30 Ibf /FT LIVE LOADS: RESIDENTIAL LIVE LOAD= 40 Ibf /FT WIND LOAD: WIND LOAD DESIGN AS PER ASCE 7 -98 EDUARDO VAZQUEZ, AR. AR. No. 14369 13020 SW 120 STREET, MIAMI, FLORIDA 33186 3/26/2004 Page No. 1 of 1 Gust Factor Category I: Rigid Structures - Simplified Method Gusti 'For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gust Factor Category II: Rigid Structures - Complete Analysis, Zm Zmin 30.00 ft lzm Cc * (33/z) ^0.167 0.3048 0.87 Lzm I *(zm /33) ^Epsilon 309.99 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.8999 Bt = Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8659 0.250 Gust Factor Category III: Flexible or Dynamically Sensitive Structures Vhref V *(5280/3600) 214.13 ft/s Vzm bm *(zm /33) ^Am *Vhref 94.09 ft/s NF1 NatFreq *LzmNzm 3.29 Hz Rn (7.47 *NF1) /(1 +10.302 *NF1) ^1.667 0.0659 0.01 Nh 4.6 *NatFreq *HtNzm 0.57 Nb 4.6 *NatFreq *BNzm 2.59 Nd 15.4 *NatFreq *DepthNzm 10.15 Rh 1 /Nh- (1 /(2 *Nh ^2) *(1- Exp(- 2 *Nh))) 0.7059 Rb 1 /Nb- (1 /(2 *Nb ^2) *(1- Exp(- 2 *Nb))) 0.3119 Rd 1 /Nd- (1 /(2 *Nd ^2) *(1- Exp(- 2 *Nd))) 0.0937 RR ((1/ Beta) *Rn *Rh *Rb *(0.53 +0.47 *Rd)) ^0.5 0.9123 gg +(2 *LN( 3600 *n1)) ^0.5 +0.577/(2 *LN(3600 *n1)) ^0.5 4.19 Gust3 0. 925 *((1 +1.7* Izm *(3.4 ^2 *Q ^2 +GG ^2 *RR ^2) ^0.5)/(1 +1.7 *3.4 *Izm)) 1.18 Calculated Parameters Importance Factor 1 1 Hurricane Prone Region (V >100 mph) Table C6 -4 Values Alpha = 7.000 146 zg = 1200.000 II 0.87 Exposure B Struc Nat Frequency (n1) At = 0.143 Slope of Roof (Theta) Bt = 0.840 Type of Roof Am = 0.250 Eave Height (Eht) Bm = 0.450 Ridge Height (RHt) Cc = 0.300 Mean Roof Height (Ht) I = 320.00 ft Epsilon = 0.333 Width Parallel to Wind (L) Zmin = 30.00 ft User Input Data Structure Type Building Flexible Structure Basic Wind Speed (V) 146 mph Structural Category II 0.87 Exposure B Struc Nat Frequency (n1) 1 Hz Slope of Roof (Theta) 18.4 Deg Type of Roof Gabled Eave Height (Eht) 14.50 ft Ridge Height (RHt) 9.00 ft Mean Roof Height (Ht) 11.75 ft Width Perp. to Wind (B) 53.00 ft Width Parallel to Wind (L) 62.00 ft Damping Ratio (beta) 0.01 Gust Factor Summary Type of Structure Main Wind -force resisting system: Components and Cladding: Flexible Structure Gust Factor Category: I Gust Factor Category: I Gust Factor (G) 0.87 Gust Factor (G) 0.87 Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.22 Flexible Structure No RESIDENCE EDUARDO CASTRO 287 NE 101 STREET, MIAMI SHORE, FL. 33138 -2422 Wind Load Design per ASCE 7 -98 DOOR WIND LOAD CALCULATION Red values should be changed only hrough "Main Menu" 3/14/2004 EDUARDO VAZQUEZ, AR. AR No. 14369 13020 SW 120 STREET, MIAMI, FLORIDA 33186 Page No. 1 of 6 Description Cp Pressure (psf) +GCpi -GCpi Leeward Walls (Wind Dir Parallel to 53 ft wall) -0.47 -15.56 -5.96 Leeward Walls (Wind Dir Parallel to 62 ft wall) -0.50 -16.34 -6.74 Side Walls -0.70 -20.96 -11.36 Roof - Normal to Ridge (Theta > =10) +GCpi 1 -GCpi 15 Windward - Max Negative -0.36 -13.20 -3.60 Windward - Max Positive 0.14 -1.66 7.94 Leeward Normal to Ridge -0.57 -17.91 -8.31 Overhang Top -0.36 -8.40 -8.40 Overhang Bottom 0.80 0.59 0.59 Roof - Parallel to Ridge (All Theta) Dist from Windward Edge: 0 ft to 5.875 ft -0.90 -25.57 -15.98 Dist from Windward Edge: 5.875 ft to 11.75 ft -0.90 -25.57 -15.98 Dist from Windward Edge: 11.75 ft to 23.5 ft -0.50 -16.34 -6.74 Dist from Windward Edge: > 23.5 ft -0.30 -11.72 -2.13 0 0 Kz Kzt Kd qz Pressure (Ib /ft^2) Windward Wall* 1000 Kht Topographic factor (Fig 6 -2) 0.85 Ib /ft^2 +GCpi 1 -GCpi 15 0.70 1.00 0.85 32.50 17.71 1 27.31 15 0.70 1.00 0.85 32.50 17.71 1 27.31 Roof Pressure Coefficients, Cp Roof Area (sq. ft.) 2,600 Reduction Factor 0.80 Variable Formula Value Units Kh 2.01 *(15 /zg) ^(2 /Alpha) 0.57 Kht Topographic factor (Fig 6 -2) 1.00 Qh .00256 *(V) ^2 *ImpFac *Kh *Kht *Kd 26.66 psf Wall Pressure Coefficients, Cp Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.80 RESIDENCE EDUARDO CASTRO 287 NE 101 STREET, MIAMI SHORE, FL. 33138 -2422 Wind Load Design per ASCE 7 -98 DOOR WIND LOAD CALCULATION 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights (Non - flexible) B Figure 6 -3 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems I * Horizontal distance from windward edge L EDUARDO VAZQUEZ, AR. AR No. 14369 13020 SW 120 STREET, MIAMI, FLORIDA 33186 3/14/2004 Page No. 2 of 6 Case A Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 0.52 0.18 -0.18 32.50 10.92 22.62 2 -0.69 0.18 -0.18 32.50 -28.27 -16.57 3 -0.47 0.18 -0.18 32.50 -21.07 -9.37 4 -0.42 0.18 -0.18 32.50 -19.34 -7.64 5 0.00 0.18 -0.18 32.50 -5.85 5.85 6 0.00 0.18 -0.18 32.50 -5.85 5.85 1E 0.78 0.18 -0.18 32.50 19.49 31.19 2E -1.07 0.18 -0.18 32.50 -40.62 -28.92 3E -0.67 0.18 -0.18 32.50 -27.72 -16.02 4E -0.62 0.18 -0.18 32.50 -25.92 -14.22 5E 0.00 0.18 -0.18 32.50 -5.85 5.85 6E 0.00 0.18 -0.18 32.50 -5.85 5.85 RESIDENCE EDUARDO CASTRO 28Y NE 101 STREET, MIAMI SHORE, FL. 33138 -2422 Wind Load Design per ASCE 7 -98 DOOR WIND LOAD CALCULATION Kh = Kht = Qh = 2.01 *(15/zg) ^(2 /Alpha) Topographic factor (Fig 6 -2) 0.00256 *(V) ^2 *ImpFac *Kh *Kht *Kd *p= qh * (GCpf -GCpi) Figure 6 -4 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 0.57 1.00 26.66 EDUARDO VAZQUEZ, AR. AR No. 14369 13020 SW 120 STREET, MIAMI, FLORIDA 33186 3/14/2004 Page No. 3 of 6 Case B Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 -0.45 0.18 -0.18 32.50 -20.47 -8.77 2 -0.69 0.18 -0.18 32.50 -28.27 -16.57 3 -0.37 0.18 -0.18 32.50 -17.87 -6.17 4 -0.45 0.18 -0.18 32.50 -20.47 -8.77 5 0.40 0.18 -0.18 32.50 7.15 18.85 6 -0.29 0.18 -0.18 32.50 -15.27 -3.57 1E -0.48 0.18 -0.18 32.50 -21.45 -9.75 2E -1.07 0.18 -0.18 32.50 -40.62 -28.92 3E -0.53 0.18 -0.18 32.50 -23.07 -11.37 4E -0.48 0.18 -0.18 32.50 -21.45 -9.75 5E 0.61 0.18 -0.18 32.50 13.97 25.67 6E -0.43 0.18 -0.18 32.50 -19.82 -8.12 RESIDENCE EDUARDO CASTRO 287 'NE 101 STREET, MIAMI SHORE, FL. 33138 -2422 Wind Load Design per ASCE 7 -98 DOOR WIND LOAD CALCULATION 3/14/2004 4E Kh = Kht = Qh = Wind Direction * p = qh * (GCpf - GCpi) Figure 6 -4 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15/zg) ^(2 /Alpha) Topographic factor (Fig 6 -2) 0.00256 *(V) ^2* I mpFac *Kh *Kht *Kd 0.57 1.00 26.66 EDUARDO VAZQUEZ, AR. AR No. 14369 13020 SW 120 STREET, MIAMI, FLORIDA 33186 Page No. 4 of 6 RESIDENCE EDUARDO CASTRO 28Y NE 101 STREET, MIAMI SHORE, FL. 33138 -2422 Wind Load Design per ASCE 7 -98 DOOR WIND LOAD CALCULATION 3/14/2004 4E Wind Direction a = 4.7 figure 6 -5 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft = => a 4.70 ft a - 3L - -- a a a Gabled Roof 10 < Theta <= 45 EDUARDO VAZQUEZ, AR. AR No. 14369 13020 SW 120 STREET, MIAMI, FLORIDA 33186 Page No. 5 of 6 Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Component Width (ft) Length (ft) Area (ft^2) Zone GCp Wind Press (Ib /ft^2) Max 1 Min Max 1 Min DOOR FRENCH 2.5 6.66 16.65 4 0.96 -1.06 30.41 -33.08 RESIDENCE EDUARDO CASTRO 287 NE 101 STREET, MIAMI SHORE, FL. 33138 -2422 Wind Load Design per ASCE 7 -98 DOOR WIND LOAD CALCULATION Note: " Enter Zone 1 through 5, or 1 H through 3H for overhangs. Table 6 -7 Internal Pressure Coefficients for Buildings, Gcpi EDUARDO VAZQUEZ, AR. AR No. 14369 13020 SW 120 STREET, MIAMI, FLORIDA 33186 MARK 3/14/2004 Page No. 6 of 6 RESIDENCE EDUUARDO CASTRO 28/ NE 101 STREET, MIAMI SHORES, FL.33138 -2422 Project Name beam label uniform load (w) = live loads (defl. Check)= beam length (L) = conc. strength f'c= steel strength Fy= ultimate moment Mu= Mu (live loads only)= beam width b= beam depth h= bm.eff.depth d =h -2" TRY : p (des) = Calculate Moment (0.9)Mn= (0.59 *p *ry /f'c) = [ I - (0.59 "p "Fy /fc)] = 0.9Mn = Check: 0.9Mn > Mu • Shear Check: Vu = 0.85Vc= 0.85Vc= 2 -5 0.00775 298,059.0 I 3,408.0 I 6,800.0 I Check: 0.85Vc > Vu RESIDENCE` DESIGN OF SIMPLY - SUPPORTED CONCRETE BEAM TB 568 450 1.2 2,500 60,000 10.22 8.10 I 2 10 #"in Lbs. Ast= TRUE TRUE lbs/ft Ibs /ft ft psi psi ft -kips ft -kips inches inches inches Check Deflection: (ACI Table 9.5(b)] Defl.(Ilmit) = L(12)/360= 0.40 in L(12)/240= 0.6 in L(I 2)/ 180= 0.80 in L(I 2)/80= I .8 in 1 22,688.0 97, 200.0 in ^ 2 Check: p(max) > p(des) > p(min) = 0.9"p "b"d ^ 2 "Fy[ I - O.59'p"Fy /fc] 0.1 10 0.890 Lbs. (Shear Strength provided by Concrete) Vst = Vu /0.85 - Vc [AC/ 3 /5 / 1.1. /1 (Shear Strength provided by Steel) Vst = (3,990.6) kips OK to Use: 245 Minimum Thickness for Beams According to ACI Table 9.5(a) for Defl. not to be Computed: "Both Ends Continuous Beams = L( 1 2)/2 I = 6.9 in < h EDUARDO VAZQUEZ, AR. AR. No. 14369 13020 SW 120 STREET MIAMI, FLORIDA 33186 *If 0.85Vc > Vu but Vu > 0.85Vc/2 then: s = d/2 = I 51in Controls 0.85 *2 *fc ^0.5 *b *d MCI 318-11.3.1.1) TRUE I or s 24 in [ACI 318 - 11.5.4] Use #3 ties at 12" o.c. (Ay = 0.22in "2) I TRUE I 3/26/2004 Page No. 1 of 2 RESIDENCE EDUARDO VAZQUEZ, AR. EDUUARDO CASTRO AR. No. 14369 287 NE 101 STREET, MIAMI SHORES, FL.33138 -2422 13020 SW 120 STREET MIAMI, FLORIDA 33186 Deflection Check for Beams: Ec = 2850000.0 psi Es = 29000000} psi Modular Ratio (k)= Es /Ec = Modulus of Rupture(Fr) = A. Effective Moment of Inertia (le) : The moment of inertia is calculated by considering only the portion of the beam which is uncracked and contributes to bending strength. Ig = I ,152 in4 (Gross Moment of Inertia) Yt = 6 in (Dist. From neutral axis of the gross section to the extreme concrete fiber in tension) Cracking Moment (Mcr) = 72,000.0 In -112s •Determine Depth of Neutral Axis [c] : (N•Ast) /b = 0.79 [1 +(2 *b'd) /(N *Ast)] ^ 0.5 = 5.13 c= N`Ast/b[(I + 212d/N•Ast) ^ 0.5-1] Solve for c=1 3.31 in 5. Determine Inertia Cracking (Icr) = (b'c ^ 3)/3= 92.4174 18 N'Ast(d -c) ^ 2= 286.56 Icr = Mcr /Mu = (Mcr /Mu) ^ 3 = le = Check: Ig > le Defl. (act) = Check: Defl.(limit) > Defl.(act) 10.18 375.0 psi 0.74 523 in4 TRUE 0.0025(Mu /le) = (Steel stress) Fst = 0.6 (Cover depth) Dc = (Dia. Steel) Dst = (Beam width) b = # bars = 92.4 0.4 I in4 (Cracked Moment of Inertia) (Effective Moment of Inertia) [AC/ 318-9.5.2.31 0.21 I TRUE Check for Cracking: (AC/ 315 The ACI code provides a method of determining if cracking will be a factor in a beam's performance. The check is performed by calculating the limiting parameter (Z): Z = Fst[(Dc'2'Dst•b /# bars)] ^0.33 Where: 36,000.0 psi 21 in 0.6251 in 8 in 2112a rs Z = I 77.5 I kips /in Check Z < 145 kips /in (exterior) Check Z < 1 75 kips /in (interior) N'Ast = 6.31 in ^2 in 3/26/2004 Page No. 2 of 2 TRUE TRUE EDUAR VAZQUEZ ' AR. No. 14369 13020 SW 120 STREET MIAMI, FLORIDA 33186 REINFORCED MASONRY WALL Out -of -Plane Design (Working Stress Met hod) Page 1 of 2 Updated on Project RESIDENCE EDUARDO CASTRO Design: Checked: E.T. E.V. Date: Date: 03/26/04 REINFORCED MASONRY DESIGN FOR WALLS WIND LOAD CALCULATIONS (ASCE 7 -98) for Zo Exposure Wind Velocity (MPH) Importance Factor (Table 6 -1) Positive Internal Pressure (Table 6 -7) Negative Internal Pressure (Table 6 -7) Height of Building Ft. Wall Panel Height in Ft. (H) Vertical Reinforcement: Reinf. Spacing in Ft. (W) Wall Thickness T= 6,8,9,10,12,14" Min. thickness:H/30= 4 in. 8 V Thickness OK Vertical Reinf. Spacing (Filled in Cell) in Ft. (w) Vert. Rebar Width (Filled Cell) in Inches (Width) Eff. Width on a Vert. Rebar (Filled Cell) in Ft. Block Compressive Strength : fm Em Psi fy Psi Es Psi n= CHECK WALLS Kz (From Table 6 -5) Used Coeff. of Category "C" for 23.00 Ft. 0.93 Kd(From Table 6 -6) Directionality Factor 1 Kzt ( From Figure 6 -2) Special Wind regions 1 Velocity Pressure (PSF)= qh= .00256 *Kz *Kzt *Kd *(V)^ 36.67 Tributary Area= Height ^2 / 3 27.00 Negative GCp (Figure 3) for Area 4 -1.02 Negative GCp (Figure 3) for Area 5 -1.25 Neg. Design Pressure (Psf)= P= qh[(GCp) - (GCpi)] -52.3 Positive GCp (FIGURE 3) 0.92 Positive Design Pressure 40.5 DUR -O -WALL at every other course for (w) spacing 16 Filled spacing is OK,or NG OK Max. allowable. Vertical reinforcement spacing in Ft. (v 4.16 m= fy /.85fc' 47.06 CHECK CONCRETE STRESS Em= n= Working Stress Method Bending Moment Ft *Lbs per Fe k= j = jxk = fm = fm Allowable = (1 /3) *F'm ts= fs allowahle(For Working Stress Method). Tributary width of Roof Load (Ft.) Gravity Loads( Input manually) Gravity Load (if not manually inputted; using DL =25 ps Wall self weight at mid - height Total Vertical Loads P.L.F. fb = I = A = r = h/r = Fa = Fb= fa/Fa +fb/Fb = Min. Horizontal Rebar size / 3 layers Min.horizontal reinforcement % 1.33 times inc 1.33 times inc (M*12 15 GCpi+ _ GCpi - = Dead I oar1; Jive I.nac (P1f) 1,572 1,260 1,572 1,260 293 Zone 5 B 146 0.18 -0.18 23.00 00 32 V 2.67 1.33 1.33 1,500 1,500,000 60,000 29,000,000 19.33 1,500,000 19.33 530 0.303 0.899 0.272 492 Block stress OK 665 Psi 21863 Steel stress OK 26600 Psi 3,437 2,832 6,269 Lbs /Ft. 6,269 92.87 75.57 443.32 38.70 3.38 31.91 H/r<= 99 356 500 0.26+ 0.15 = 0.41 <1. OK Effective Bar Size 5 Area of Rebar in Inches ^2 0.31 OK p (actual percentage) 0.0034 2 Nos #6 Wire 0.0007 #5 (d) Zone 5 #5 fa 32 32 Wire Reinforcement third 2 Nos # Wire every t layer EDGARDO VAAOUEZ AR. No. 14369 13020 SW 120 STREET MIAMI, FLORIDA 33186 REINFORCED MASONRY WALL Out-of-Plane Design (Working Stress Method) Page 1 of 2 Updated on Project RESIDENCE EDUARDO CASTRO Design: Checked: E.T. E.V. Date: Date: 03126/04 REINFORCED MASONRY DESIGN FOR WALLS WIND LOAD CALCULATIONS (ASCE 7 -98) for Zo Exposure Wind Velocity (MPH) Importance Factor (Table 6 -1) Positive Internal Pressure (Table 6 -7) Negative Internal Pressure (Table 6 -7) Height of Building Ft. Wall Panel Height in Ft. (H) Vertical Reinforcement: Reinf. Spacing in Ft. (W) Wall Thickness T=6,8,9,10,12,14" Vertical Reinf. Spacing (Filled in Cell) in Ft. (w) Vert. Reber Width (Filled Cell) in Inches (Width) Eff. Width on a Vert. Rebar (Filled Cell) in Ft. Block Compressive Strength : fm Em Psi fy Psi Es Psi n= CHECK WALLS Kz (From Table 6 -5) Used Coeff. of Category "C" for Kd(From Table 6 -6) Directionality Factor Kzt ( From Figure 6 -2) Special Wind regions Velocity Pressure (PSF)= qh= .00256 *Kz*Kzt*Kd *(V) ^. Tributary Area= Height ^2 / 3 Negative GCp (Figure 3) for Area 4 Negative GCp (Figure 3) for Area 5 Neg. Design Pressure (Psf)= P= qh[(GCp) - (GCpi)] Positive GCp (FIGURE 3) Positive Design Pressure DUR -O -WALL at every other course for (w) spacing Filled spacing is OK,or NG Max. allowable. Vertical reinforcement'spacing in Ft. (v m= fy /.85fc' CHECK CONCRETE STRESS Em= 1,500,000 n= 19.33 Working Stress Method Bending Moment Ft*Lbs per Fe 447 k = 0.303 j = 0.899 jxk = 0.272 fm = (M 415 Block stress OK fm Allowable = (1 /3) *F'm 1.33 times inc 665 Psi 18435 Steel stress OK f salkrwable (For Working Stress Methodp 1.33 times inc 26600 Psi Tributary width of Roof Load (Ft.) Gravity Loads( Input manually) Gravity Load (if not manually inputted; using DL =25 ps Wall self weight at mid - height Total Vertical Loads P.L.F. fb = I= A= r = h/r = Fa = Fb= fa/Fa +fb /Fb = Min. Horizontal Reber size / 3 layers Min.horizontal reinforcement % Min. thickness:H/30= 4 in. GCpi+ = GCpi - = 23.00 Ft. 0.93 1 I 36.67 27.00 -1.02 -1.25 -44.1 0.92 40.5 16 OK 4.53 47.06 15 Dead Load;) ive I. nac (Plf) 1,572 1,572 293 1,260 1,260 Zone 9 B 146 0.18 -0.18 23.00 9.00 5 32 8 I� 2.67 1.33 1.33 1,500 1,500,000 60,000 29,000,000 19.33 3,437 2,832 6,269 Lbs/FL 6,269 92.87 63.72 443.32 38.70 3.38 31.91 H/r< =99 356 500 0.26 + 0.13 = 0.39 <1. OK Effective Bar Size 5 Area of Reber in Inches ^2 0.31 OK p (actual percentage) 0.0034 Thickness OK 2 Nos #6 Wire 0.0007 d' Zone 4 #5 @ 32 Wire Reinforcement 2 Nos #6 Wile every third layer Gust Factor Category I: Rigid Structures - Simplified Method Gust1 1For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gust Factor Category II: Rigid Structures - Complete Analysis , Zm Zmin 30.00 ft lzm Cc *(33/z)^0.167 0.3048 Exposure Lzm I *(zm /33) ^Epsilon 309.99 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.8999 0.840 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8659 Eave Height (Eht) Gust Factor Category III: Flexible or Dynamically Sensitive Structures Vhref V *(5280/3600) 214.13 ft/s Vzm bm *(zm /33) ^Am *Vhref 94.09 ft/s NF1 NatFreq *LzmNzm 3.29 Hz Rn (7.47 *NF1) /(1 +10.302 *NF1) ^1.667 0.0659 Nh 4.6 *NatFreq *Ht /Vzm 0.57 Nb 4.6 *NatFreq *BNzm 2.59 Nd 15.4 *NatFreq *DepthNzm 10.15 Rh 1 /Nh- (1 /(2 *Nh ^2) *(1- Exp(- 2 *Nh))) 0.7059 Rb 1 /Nb- (1 /(2 *Nb ^2) *(1- Exp(- 2 *Nb))) 0.3119 Rd 1 /Nd- (1 /(2 *Nd ^2) *(1- Exp(- 2 *Nd))) 0.0937 RR ((1/ Beta) *Rn *Rh *Rb *(0.53 +0.47 *Rd)) ^0.5 0.9123 gg +(2 *LN( 3600 *n1)) "0.5 +0.577/(2 *LN(3600 *n1)) ^0.5 4.19 Gust3 0. 925 *((1 +1.7* Izm *(3.4 ^2 *Q ^2 +GG ^2 *RR ^2) ^0.5)/(1 +1.7 *3.4 *Izm)) 1.18 Calculated Parameters Importance Factor 1 Hurricane Prone Region (V>100 mph) Table C6 -4 Values Alpha = 7.000 146 zg = 1200.000 II Exposure B Struc Nat Frequency (n1) At = 0.143 Slope of Roof (Theta) Bt = 0.840 Type of Roof Am = 0.250 Eave Height (Eht) Bm = 0.450 Ridge Height (RHt) Cc = 0.300 Mean Roof Height (Ht) I = 320.00 ft Epsilon = 0.333 Width Parallel to Wind (L) Zmin = 30.00 ft User Input Data Structure Type Building Gust Factor Category: I Basic Wind Speed (V) 146 mph Structural Category II Exposure B Struc Nat Frequency (n1) 1 Hz Slope of Roof (Theta) 18.4 Deg Type of Roof Gabled Eave Height (Eht) 14.50 ft Ridge Height (RHt) 9.00 ft Mean Roof Height (Ht) 11.75 ft Width Perp. to Wind (B) 53.00 ft Width Parallel to Wind (L) 62.00 ft Damping Ratio (beta) 0.01 Gust Factor Summary Main Wind -force resisting system: Components and Cladding: Gust Factor Category: I Gust Factor Category: I Gust Factor (G) 0.87 _Gust Factor (G) 0.87 Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.22 Flexible Structure No RESIDENCE EDUARDO CASTRO 287`NE 101 STREET, MIAMI SHORE, FL. 33138 -2422 Wind Load Design per ASCE 7 -98 WALL WIND LOAD CALCULATION Red values should be changed only hrough "Main Menu" 3/14/2004 EDUARDO VAZQUEZ, AR. AR No. 14369 13020 SW 120 STREET, MIAMI, FLORIDA 33186 Page No. 1 of 6 Description Cp Pressure (psf) +GCpi -GCpi Leeward Walls (Wind Dir Parallel to 53 ft wall) -0.47 -15.56 -5.96 Leeward Walls (Wind Dir Parallel to 62 ft wall) -0.50 -16.34 -6.74 Side Walls -0.70 -20.96 -11.36 Roof - Normal to Ridge (Theta > =10) +GCpi 1 -GCpi 15 Windward - Max Negative -0.36 -13.20 -3.60 Windward - Max Positive 0.14 -1.66 7.94 Leeward Normal to Ridge -0.57 -17.91 -8.31 Overhang Top -0.36 -8.40 -8.40 Overhang Bottom 0.80 0.59 0.59 Roof - Parallel to Ridge (All Theta) Dist from Windward Edge: 0 ft to 5.875 ft -0.90 -25.57 -15.98 Dist from Windward Edge: 5.875 ft to 11.75 ft -0.90 -25.57 -15.98 Dist from Windward Edge: 11.75 ft to 23.5 ft -0.50 -16.34 -6.74 Dist from Windward Edge: > 23.5 ft -0.30 -11.72 -2.13 0 0 Kz Kzt Kd qz Pressure (Ib /ft^2) Windward WaII* 1000 Kht Topographic factor (Fig 6 -2) 0.85 Ib /ft^2 +GCpi 1 -GCpi 15 0.70 1.00 0.85 32.50 17.71 1 27.31 15 0.70 1.00 0.85 32.50 17.71 I 27.31 Roof Pressure Coefficients, Cp Roof Area (sq. ft.) 2,600 Reduction Factor 0.80 Variable Formula Value Units Kh 2.01 *(15 /zg) ^(2 /Alpha) 0.57 Kht Topographic factor (Fig 6 -2) 1.00 Qh .00256 *(V) ^2 *ImpFac *Kh *Kht *Kd 26.66 psf Wall Pressure Coefficients, Cp Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.80 RESIDENCE EDUARDO CASTRO 20 NE 101 STREET, MIAMI SHORE, FL. 33138 -2422 Wind Load Design per ASCE 7 -98 WALL WIND LOAD CALCULATION 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights (Non - flexible) B Figure 6 -3 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems I * Horizontal distance from windward edge L EDUARDO VAZQUEZ, AR. AR No. 14369 13020 SW 120 STREET, MIAMI, FLORIDA 33186 3/14/2004 Page No. 2 of 6 Case A Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 0.52 0.18 -0.18 32.50 10.92 22.62 2 -0.69 0.18 -0.18 32.50 -28.27 -16.57 3 -0.47 0.18 -0.18 32.50 -21.07 -9.37 4 -0.42 0.18 -0.18 32.50 -19.34 -7.64 5 0.00 0.18 -0.18 32.50 -5.85 5.85 6 0.00 0.18 -0.18 32.50 -5.85 5.85 1E 0.78 0.18 -0.18 32.50 19.49 31.19 2E -1.07 0.18 -0.18 32.50 -40.62 -28.92 3E -0.67 0.18 -0.18 32.50 -27.72 -16.02 4E -0.62 0.18 -0.18 32.50 -25.92 -14.22 5E 0.00 0.18 -0.18 32.50 -5.85 5.85 6E 0.00 0.18 -0.18 32.50 -5.85 5.85 RESIDENCE EDUARDO CASTRO ' 287 NE 101 STREET, MIAMI SHORE, FL. 33138 -2422 Wind Load Design per ASCE 7 -98 WALL WIND LOAD CALCULATION Kh = Kht = Qh = * p = qh * (GCpf - GCpi) Figure 6 -4 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15/zg) ^(2 /Alpha ) Topographic factor (Fig 6 -2) 0.00256 *(V) ^2 *ImpFac *Kh *Kht *Kd 0.57 1.00 26.66 EDUARDO VAZQUEZ, AR. AR No. 14369 13020 SW 120 STREET, MIAMI, FLORIDA 33186 3/14/2004 Page No. 3 of 6 Case B Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 -0.45 0.18 -0.18 32.50 -20.47 -8.77 2 -0.69 0.18 -0.18 32.50 -28.27 -16.57 3 -0.37 0.18 -0.18 32.50 -17.87 -6.17 4 -0.45 0.18 -0.18 32.50 -20.47 -8.77 5 0.40 0.18 -0.18 32.50 7.15 18.85 6 -0.29 0.18 -0.18 32.50 -15.27 -3.57 1E -0.48 0.18 -0.18 32.50 -21.45 -9.75 2E -1.07 0.18 -0.18 32.50 -40.62 -28.92 3E -0.53 0.18 -0.18 32.50 -23.07 -11.37 4E -0.48 0.18 -0.18 32.50 -21.45 -9.75 5E 0.61 0.18 -0.18 32.50 13.97 25.67 6E -0.43 0.18 -0.18 32.50 -19.82 -8.12 RESIDENCE EDUARDO CASTRO ' • 287 NE 101 STREET, MIAMI SHORE, FL. 33138 -2422 Wind Load Design per ASCE 7 -98 WALL WIND LOAD CALCULATION 4E Kh = Kht = Qh = Figure 6 -4 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15/zg) ^(2 /Alpha) Topographic factor (Fig 6 -2) 0.00256 *(V) ^2 *I mpFac *Kh *Kht *Kd * p = qh * (GCpf - GCpi) 0.57 1.00 26.66 EDUARDO VAZQUEZ, AR. AR No. 14369 13020 SW 120 STREET, MIAMI, FLORIDA 33186 3/14/2004 Page No. 4 of 6 RESIDENCE EDUARDO CASTRO 287 NE 101 STREET, MIAMI SHORE, FL. 33138 -2422 Wind Load Design per ASCE 7 -98 WALL WIND LOAD CALCULATION 3/14/2004 4E Wind Direction a = 4.7 Figure 6 -5 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft = => a 1 4.70 ft a 2 1 - L - -- 2 a a a Gabled Roof 10 < Theta <= 45 EDUARDO VAZQUEZ, AR. AR No. 14369 13020 SW 120 STREET, MIAMI, FLORIDA 33186 Page No. 5 of 6 Component Width (ft) Length (ft) Area (ft ^2) Zone 0.00 GCp Partially Enclosed Buildings Wind Press (Ib /ft^2) Max 1 Min Max 1 Min WALL C.B.S. 4.7 7.3 9 9 42.30 65:70 5 4 0.89 0.86 -1.18 -1.96 28.51 — 27.61 -36.22 -3037 WALL C.B.S. 1 I Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 RESIDENCE EDUARDO CASTRO '287 NE 101 STREET, MIAMI SHORE, FL. 33138 -2422 Wind Load Design per ASCE 7 -98 WALL WIND LOAD CALCULATION Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Table 6 -7 Internal Pressure Coefficients for Buildings, Gcpi EDUARDO VAZQUEZ, AR. AR No. 14369 13020 SW 120 STREET, MIAMI, FLORIDA 33186 MARK 3/14/2004 Page No. 6 of 6 RESIDENCE ADDITION EDUARDO CASTRO 287 NE 101 STREET, MIAMI SHORE, FL.33138 -2422 EDUARDO VAZQUEZ ER. No.14369 13020 SW 120 STREET MIAMI, FLORIDA 33186 Page MASONRY WALL DESIGN fm : =1500 psi Effective_height := 9.0 Feet P = 1572 plf M :=325 Ibs ft t : =7.625 inches Fsa : =24000 psi t Es : = 29000000 psi Es n __ n =25.8 d := 2 d =3.81 inches (750•fm) b : =12 inches Allowable Stresses in Masonry Fba := 0.33•fm Faa :=0.20.fm. 1 (Effective_height) 42•t Applied Stresses in Masonry Check Axial Compression :=— fa =17 psi b•t • Ast := 0.077 Ast p t•d in /ftofwall p =0.003 Fm : = 2 M 12 Fm = 182 psi j.k.b.d CHECK COMBINED STRESSES (Allow 33% increase due to wind) fa Fm 0.42 «< 1.33 OK — +— = Faa Fba Fba =495 psi Faa =300 psi fa =17 psi « Faa =300 psi OK Check Bending Stresses (Masonry and Steel) Try Steel: k =V( — (p . n) k =0.27 j: =1 -3 j =0.91 fs := M•12 fs =1124 psi « Fsa =24000 psi OK j•d 1) PROJECT NAME: RESIDENCE EDUARDO CASTRO 287 NE 101 STREET, MIAMI SHORE, FL. 33138 -2422 FOOTING DESIGN (concentric - loads applied relative to center in one direction) Concrete Properties fc : = 3000 psi Reinforcing Steel Properties E : = 57000• E = 3.122.10 psi fy : = 60000 psi Footing Size h := 1.33 feet t := 1.33 feet b : =1 feet Wconc := 150•b•h•t Wconc =265 Ibs tsoil := 1.0feet Wsoil := 120•b•h•tsoi1.0.9 Wsoil = 144 Ibs Loc_App_load : = 0 feet - from center line of footing Loads on Footing Papplied : =1572 Ibs R := Papplied t Wconc t Wsoil R = 1981 Ibs Mapplied : =1458 Ibs -ft / 1 Puplift : = 540 Ibs Wconc. - t Wsoil .- t Papplied. 2 t Loc I - Mapplied (reduced by dead loads) x Soil bearing Capacity aallow := 2000 psf STEP No. 1 - CHECK STRESSES UNDER FOOTING eccent : = 2 - x eccentricity = 0.74 feet aapplied( Papplied, a, b, eccentricity, c, Afooting, I) : - 2•R 3•a•b Page No. 1 Afooting R limiting eccentricity limit_ecc := 6 limit_ecc = 0.222 feet a : = 2 - eccentricity a = - 0.07 feet c : = 2 c = 0.665 feet I:= 1 •b•h I =0 ft 12 Afooting : =b.h Afooting = 1 ft if eccentricity >limit_ecc R•eccentricity•c R I + Afooting R otherwise Date: 3/26/1904 aapplied( Papplied, a, b, eccentricity, c, Afooting, I) = - 18600 psf <= aallow = 2000 psf - OK x = - 7.1• l feet if 0 <eccentricity <_ limit_ecc PROJECT NAME: RESIDENCE EDUARDO CASTRO 287 NE 101 STREET, MIAMI SHORE, FL. 33138 -2422 STEP No. 2 - CHECK LATERAL STABILITY AGAINST OVERTURNING At point A Mresisting := Wconc. — + Wsoil .— + Papplied• ( 2 - Loc_ Overturning_Ratio = Mresisting Mapplied Overtuming_Ratio = 0.9 » 1.5 - OK Date: 3/26/1904 Mresisting = 1317 Ibs - STEP No. 3 - CHECK UPLIFT STABILITY DUE TO UPLIFT WIND FORCES (if applicable) Weight of Footing and Soil Wconc + Wsoil = 409 Ibs Uplift force is already reduced for dead weight of column and supporting dead loads Uplift_Ratio : _ Wconc + Wsoil Puplift Uplift_Ratio = 0.8 >= 1.5 - OK Page No. 2 PROJECT NAME: RESIDENCE EDUARDO CASTRO 287 NE 101 STREET, MIAMI SHORE, FL. 33138 -2422 STEP No. 4 - FLEXURAL REINFORCEMENT Bottom Steel R•(h — Loc_ App _load)•1.55 Mu : = 2 b Mu = 2042 Ibs - ft ift - factored w/ 1.55 4 := 0.9 d : = (t•12) - 4 d = 11.96 inches Try #5 Rebar at spacing : =12 inches Ast := 0.31 in Area of Steel Reinforcement Ast 12 P 12•d spacing 4.p•12•d2•fy•(1 0.59•p•fyl Mn 1 fc 12 STEP No. 5 - SHEAR CAPACITY p = 0.002 must be >= than 200 = 0.003 (pmin) Punching Shear (if applicable) ac : =14 inches bc: =14 inches bo:= 2•(bctd) +2•(ac+d) (3c(ac,bc) := be if be >2 ac ac 2 otherwise Vcpunching : = 2 + 4 f .bo• d Vcpunching = 272092 Ibs ( Pc( ac, bc) One Way Shear (if applicable) Vconeway := Vc := b•12 if b <h 1 d Vconeway =15722 Ibs h•12 otherwise/ Vcpunching if Vcpunching <Vconeway Vconeway otherwise Mn = 16259 Ibs -ft >= Mu OK Vu : = Papplied• 1.55 (factored load) Vu =2437 Ibs Vc =15722 Ibs >= Vu =2437 Ibs FINAL FOOTING DIMENSIONS: b =1 ft h =1.33 ft t =1.33 ft - depth of footing tsoil =1 ft - depth from finish grade to TOF Page No. 3 Date: 3/26/1904 • Miami Shores Village Building Department BUILDING CRITIQUE SHEET 10050 N.E2nd Avenue Miami Shores, Florida 33138 Te1:'(3O5) 795.2204 Fax: (305) 756.8972 Permit No. 4p 6 if- 'Job Nam • CRITIQUE SHEET 3l 10� 3 JOB ADDRESS ' G i a 1 ST s$ APPLICANT C- (I PER IT NO ADDRESS: PHONE It MIAMI SHORES VILLAGE APPUCATION . BUILDING / ZONING DEPARTMENT "BY DATE • SHEET OF . MISCELLANEOUS } DATE ZUNINy SECTION ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with aft Federal. State. County.Wage riles Ind regulations. VVEttage assucstes no responsIbliity for accurecy oflor resutts from these plans, 2. This copy of plans must be available on bufding site or no Inspection will be conducted. COMMENTS INITIALS 7 /51/4 w t a ,-(- S c, a ( h e f le rt.3 ? L( ' 6_-- /eVa. t') ✓ ® is flee - J ex/i4 J Miami Shores Village Building Department Qa G+0 l JJ .ewe/ TC -/ exis9 r'aemd eaj 0 Permit No 04 2, ✓� /Veed /VoA i' s /rte ratie /s. Job Name GA 5 STRUCTURAL CRITIQUE SHEET % /e p /4r> , See Le9en t 3-s 1005 ' N. .2nd Avenue Mia ' Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 2S7 Af6 /o/ r. 3/4/34- a Need . hr/ /mow zeal/ .5h t ;y awl p hre3 , boore 1114 / heed a/1 4d /-d' Gaiezc /a'i, kohti.G w4.1.i zaps /Dad per /15 CE 7 — .76 too/ SFFc, f Al1/1, rew/?/' ma-s ern r y / us-e ,Udder" &re /iori3, re,44/, /1 ° T/-a55 " tyre, SAS e u /ei /.vend - 55u en new L a-noe 1/1110 ai p /iG4 /e v'atr a.41es en, AMA. No{e % Sheets z-7 0t /t/©A owe fo t i, /sided . -- Srz,6yn i Department of Community- Elf:" irs SN: 628 FLORIDA ENERGY EFFICIENCY CODE FOR BCT LIG CONSTRUCTIC:D' FORM 600A -93 Residential Whole Building Perfor :r_:. :e Method A SOUT PROJECT NAME: PROPOSED RESIDENCE BUILDER: AFID ADDRESS: 2XX N.E. 101 ST. PERMITTING MIAMI, FLORIDA OFFICE: DADE OWNER: EDUARDO CASTRO PERMIT NO. New ccnstruction or addition 2. family detached or Multifamily attacl 3. If Multifamily -No. of units 4. If Multifamily, is this a worst case (yes /nc 5. Conditioned floor area (sq.ft.) 5. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 3. Glass area and type: a. Clear Glass b. Tint, film or solar screen 9. Floor type and insulation: a. Slab on grade (R- value, perimeter) 10.Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R- value) 11.Ceiling type area and insulation: a. Under attic (Insulation R- value) 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system 14.Heating System: 15.Hot water system: I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code. n OWNER/AGENT: DATE: ?- tt_ ,5" PREPARED BY: (A) DATE: `✓ (9 3,67 _ , I hereby certify that this building is in compliance with the Florida Energy Code. 16.Hot Water Credits: (HR -Heat Recovery, DHP- Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 2 18.HVAC Credits (CF- Ceiling Fan, CV -Cross vent, HF -Whole house fan, RB -Attic radiant barrier, MZ- Multizone) 19.EPI (must not exceed 100 points) a. Total As -Built points b. Total Base points CLIMATE ZONE: 7 I_I 5I_I 9I_I JURISDICTICF NO-23144 14 New Constructic:r. Single- Family 0 4. 5, 19o7.o0 6. 2.00 7. 15.00 Review of plans and spE cification covered Li; r is calculation_ indicates compliance th the Florida. Energy Code. 3efc zonstruction is complete r k ? r. i :. will be inspE .: ted for accordance with Section 553.903 .1. BUILDI ? - 0 .= CIAL: D2: ?E: 1 St ngle Pane Dottie Pane 259.0sgft 0. :Osgft 0.0sgft 0 . : Osqft = 0.00 , 230.E: ft _. 1 R= 3.00, 18E .60sgft_ :11 R =19.00 , 190 .00sgft R= 6.00 , t :r_cond Type: Central L/C SEER: 11.00 1:. Type: Strip HE: &t COP: 1.00 Type: Electric EF: 0.89 92.6E 32217.8C 34774.9E .*********************** * * * * * * * * * * * * * * * * * * * ** * * ** * * * * * * * * * * * * * *4 * * * * * * * * ** SUMMER CALCULATIOSE ********************** * * * * * * * * * * * * * * * * * * * * * * * * *** ** *r * * * * * * * * * * * * * * * * * * * * * * ** LASS JRIEN AREA x BSPM = POINTS = == BASE = == N 178.00 109.7 19526.6 SGL CLR SGL CLR SGL CLR SGL CLR SGL CLR 14.00 109.7 1535.8 SGL CLR 58.00 109.7 6362.6 SGL CLR SGL CLR 19.00 109.7 2084.3 SGL CLR SGL CLR .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS AREA AREA FACTOR POIt ^_ POINTS .15 1,907.00 269.00 1.063 NON GLASS AREA x BSPM = POINTS TYPE WALLS Ext 1880.6 1.6 3009.0 DOORS Ext 40.0 6.4 256.0 CEILINGS JA 1907.0 .8 1525.6 FLOORS Slb 230.5 -20.0 -4610.0 1 = == ASH JILT =__ TYPE SC ORI ^: A x SPM x SCE = POINT t 3 64.5 .E9 3027. t 3 64.5 .E4 1284. t. 3 64.5 .75 241. ti 3 64.5 .E3 851. 3 64.5 .E3 1631. E ?. 3 136.3 .74 1405. E :.: 3 135.6 .E5 1765. E 3 135.6 . 72 3714. IA 3 136.3 .S3 1781. In 3 136.3 .E7 453. ADJ GLASS GLASS POINT 31,379.69 16,156.3 E AREA x :FM = POINT Ext NormWtBlock In 3 1880.6 2.70 5077. Ext Wood 40.0 9.40 376. Under Attic 1: 3 1907.0 1.E0 2860. Slab -on -Grade 3 230.5 - 20.00 -4610. INFILTRATION 1907.0 14.7 28032.9 Practice #2 1907.0 14.70 28032. TOTAL SUMMER POINTS 1 59,593.15 I 47,893.3 TOTAL x SYSTEM = COOLING j TOTAL x CAP x D"L'.: 'SYSTEM x CREDIT = COOLIN SUM PTS MULT POINTS COMPON RATIO 11T= MULT MULT POINTS 59,593.15 .37 22,049.46 47,893.32 1.00 1."_ :G .310 1.000 16,331.6 •******,***************** * * * * * * * * * * * * * * * * * * * * * * * *** *** * * * * * * * * * * * * * * * * * * * * * * ** WINTER CALCULATIONS ************************** * * * * * * * * * * * * * * * * * * * * * *- . : *:t+:: * * * * * * * * * * * * * * * * * * * * * * ** GLASS ORIEN• AREA x BWPM = POINTS N . 178.00 E 14.00 S 58.00 W 19.00 .15 1,907.00 _TON GLASS AREA x BWPM = POINTS WALLS Ext 1880.6 DOORS Ext 40.0 CEILINGS JA 1907.0 FLOORS Slb 230.5 INFILTRATION 1907.0 __= BASE ___ TOTAL WINTER POINTS TOTAL x SYSTEM WIN PTS MULT 2,516.81 1.10 -.4 -71.2 -.4 -5.6 -.4 -23.2 -.4 -7.6 1.2 269.00 564.2 72.0 190.7 -484.0 2288.4 2,516.81 2,768.49 SGL CLR SGL CLR SGL CLR SGL CLR SGL CLR SGL CLR SGL CLR SGL CLR SGL CLR SGL CLR 15 x COND. FLOOR / TOTAL GLASS = ADJ. x AREA AREA FACTOR TYPE 1.063 = HEATING ! TOTAL POINTS ! COMPON TYPE SC ORIN .A x WPM x WCF = POINT === 1i = - :.UILT =__ GLASS POINTS 37.0 0 LE 0 0 0 0 0 14.0 0 - 10..ti_ • 3.7 1.22 3.7 1.25 3.7 1.12 3.7 1.08 3.7 1.19 .1 6.52 - 2.0 .L2 - 2.0 .E8 .1 2.49 .1 8.97 ▪ ADJ GLASS I POINTS - 114.42 359. 171. 20. 63. 175. 9. -16. -44. 3. 4. GLASS POINT 747.7 R -V :LT3E AREA x WFM = POINT Ext NormWtB_ock :__ 3.0 1880.6 1.20 2256. Ext Wood 40.0 2.80 112. Under Attic 0 1907.0 .20 572. Slab -on -Grade 0 230.5 -2.10 -484. Practice #2 1907.0 1.20 2288. 5,492.8 X CAP X DUCT SYSTEM X CREDIT = HEATIN RATIO _ Lr._. MULT MULT POINTS 5,492.89 1.00 1__:0 1.000 1.00C 6,042.1 ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * *9: xx* * *** *:'c * * * * * * * * * * * * * * * * * * * * * * ** WATER HE?_TTNG ******************** * * * * * * * * * * * * * * * * * * * * * * *:: * **::: *:c ** * * * * * * * * * * * *i* * * * * * * * ** === a [JILT =__ = == BASE = == NUM OF x MULT 3EDRMS TOTAL I TANK VOLUME EF x MULT x CREDIT = TOTA RATIO MULT 3 3319.0 9,957.00 I 80 _,9 3281.3 1.00 9,844.0 **********************************************4 * * * * * * * * * * * * *i* * * * * * * * ** SUMMARY :** ******************************************* a* * * * * * * * * * * * * *. * * * * * * * * ** __= BASE ___ 1 _,_= AS —BUILT 200LING HEATING HOT WATER TOTAL I COOLING :_:.ATING HOT WU ER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + OINTS + POINTS = POINT 22049.5 2768.5 9957.0 34,774.96 I 16331.6 '042.2 9844.0 32,217.8 * * * * * * * * * * * * * * * ** * EPI = 92.65 te * * * * * * * * * *** ** For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DCA 600A -93 or Form 600B -93 The maximum allowable EPI is 100. The lower - chE RESIDENTIAL ENERGY PERFOR AI NG SHEET ITEM HCME VALUE 2ov, ency Higr Efficienc R DBI TINT WINDOWS Single Clear INSULATICN Ceiling R -Value 19.0 Wall R -Value 3.0 Floor R -Value 0.0 AIR CONDITIONER SEER 11.0 :EATING SYSTEM Electric COP 1.0 WATER HEATER Electric EF 0 Gas EF 0.00 Solar EF OTHER FEATURES ENERGY GUIDE EPI= 92.6 0 10 20 30 40 50 • .J R COP 4.19 2.50 0.38 90 100 -- -X - - -I e more efficiErt the hom X R -30 _I R -7 R-19 SEER 17.0 0.96 0.90 0.44.0 0.80 I certify that these energy saving features rec or the FloridE Energy Ccde have been installed in this house. Builder Address: Signature:__ : City /Zip Florida Energy Code for Building Construction Florida Department of Community Affairs FI -EPL CARD9 SERIAI # 6286 * ResmanuJ(c).* 08 -3C -1995 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING rL. ES(c) DATA FIIES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION ) 1986 by A.C.C.A.) ?ROJECT :PROPOSED RESIDENCE ADDRESS :2XX N.E. 101 ST. CITY :MIAMI, FL OWNER :EDUARDO CASTRO 3LDG CONTR : 3VAC CONTR : Cond Flr Area: 1907 SF * GLASS /SF RATIO = 14... * House Faces: South * Climatic Conditions & Design Cc Lions * Geographical Location : Florida I Miami - North Latitude / Elevation Outdoor Winter Dry Bulb Indoor Winter Dry Bulb Winter (Actual) Temp.Diff. Winter Temp. Diff. (wTd) Outdoor Summer Dry Bulb Outdoor Summer Wet Bulb Outdoor Summer Hum. Ratio Gr /Lb Indoor Summer Relaltive Hum. Indoor Summer Design Gr /Lb. Indoor Summer Dry Bulb Indoor Summer Wet Bulb Summer Daily Range Summer (Actual) Temp.Diff. Summer (User Sel) Temp.Diff. (sTd) * HEATING SUMMARY * EDUARDO.DAT SUBTOTAL 47371.72 DUCT LOSS TOTAL LOSS /BTUH EQT MANUF Rheem iCLB- B048(RHQA -16) HTG INP /BTUH STRIP SENSIBLE BTUH 29750 TONAGE 3.5 (S)EER 11 NOTES: . 2368.59 . 49740.31 25 Deg. 48 Deg. 70 Deg. F 22 Deg. F 40 Deg. F 89 Deg. F 77 Deg. F 122 55% 4.9 75 Deg. :i 63.8 Dec'. 71 Gr /Lb 15 Deg. 2 - M 14 Deg. F 20 Deg. * EQUIPMENT SELECTION STRUCTURE `EN5IBLE . MECH. VEN''- 200 Cfm . SENS. . VENT : TEMP. SWIG DEG. : OCCUPAFT / P: L l ANCE . DUCT GIN TOTAL S N :: BL E TOTAL LATEK?.E SENSIBLE + LATENT 38E.98.11 20% OVERSIZE FACTOR 9948.06 20% SEDS.OV E FTR: 5E21.48 ACTUAL + 20% OVERSIZE: 59688.37 SENS. + 20 ERSIZE: 33;28.86 CU MOD # RAMA042JA HTG OUTP /BTUH STRIP LATENT BTUH 12750 CLG CFM 1400 t. Above Sea CC: NG SUMMARY * �vel 194 72.16 3C30.00 22E 52.16 1.00 3C30.00 • 2E55.22 283 07.38 10E90.73 AHU MOD # RCL$ -6O4S FUE /HSPF 1 TYI:E AC TTL CLG BTUH 42500 hrG CFM 1400 6/30/z * L O A D C A L C U L A _ :: N . GLA'S $ • Type Shdg Sc OvHg Botm Hgt Ar.: Loss /Btuh Gain /Btuh N ▪ Shd Fctr S.C. R.S. 1 15 9 n/a 60. 3696.00 1680.00 N No Shd Fctr S.C. R.S. 1 12.83 5 n/a 27, 1709.40 777.00 N No Shd Fctr S.C. R.S. 1 2 3 n/a 231.00 105.00 N No Shd Fctr S.C. R.S. 1 2 5 n/a 16 . 739.20 336.00 3 All Shaded S.C. R.S. 1 2 4 3 2C 924.00 420.00 S All Shaded S.C. R.S. 1 2 5 4 "=8 . 1755.60 798.00 E Shaded Area S.C. R.S. 1 2 4 3 4. 97.02 E Solar Area S.C. R.S. 1 9. 600.32 T.Area Loss S.C. R.S. 1 14, 646.80 J No Shd Line S.C. R.S. 1 2 12 6.7 N No Shd Fctr S.C. R.S. 1 13.25 R -Value Area Infiltration : Winter Htm ( 23.58 ) Infiltration : Summer Htm ( 5.44 ) * TOTAL STRUCTURE SENSIBLE 646.80 896.00 W Shaded Area S.C. R.S. 1 2 3 2 2. 51.87 W Solar Area S.C. R.S. 1 2. 161.92 W T.Area Loss S.C. R.S. 1 5. 231.00 10.5 n/a 40. 1848.00 840.00 6343.02 1463.36 Loss/Btuh Gain /Btuh 4 A L L S N/W C.B. - Int Insul - Ext. 3 1880.60 15044.80 6205.98 D O O R S Solid Core /Wood - Ext. 0 40.00 1140.00 436.00 Infiltration :Winter Htm( 23.58 ) x 40.00 943.20 infiltration :Summer Htm( 5.44 ) x 40.00 217.60 SUBTOTALS: 40.00 2083.20 653.60 C E I L I N G S Under Attic 19 1907.00 4004.70 4386.10 F L O O R S _. Slab on Grade 0 230.50 I_71.7: 7468.20 000.00 47371.72 19472.16 TIEBEAM /THRESHOLD ELEVATION CERTIFICATE To complete refer to Elevation Certificate Guidelines. This certificate shall be presented in duplicate to the Water Control Section for approval before tiebeam /threshold inspections. (Chapter 11c3 -3d3) (The following information to be provided by contractor or property owner, or agent - Please Print -) Folio # (NOT VALID WITHOUT FOLIO #) Address: 287 NE 101 Street, Miami Shores, FL. 33138 Permit # : 3 `js Phone if Rev. WC- 6/29/94 December 15, 1995 (305) 836 -1822 Certifier's Permit Date : PROPERTY INFORMATION 9/19/195 Process # Certifier Name : Signature Certificate # OFFICIAL USE ONLY JOSE F. LOPEZ PLS (Print) FLOOD INSURANCE RATE MAP INFORMATION f any Variance or Waiver has been obtained from Metropolitan Dade County D.E.R.M., Please provide case NUMBER I certify that the above information represents my best effort to interpret the data requested : Name : A/ /'-v ‘,/e2471//e/4 T/Z Date : //7/96 Phone # rel- ( -.05T ELEVATION CERTIFICATE Using Elevation Certificate instructions, indicate diagram found on Pages 5 and 6 that best describes the subject building's reference level 1 This certificate is not valid if any items has been altered or items are not completed. LOWEST FLOOR ELEVATION (Top Reference level) 11.25 FT. N.G.V.D. LOWEST ADJACENT GRADE ELEVATION 9.30 FT. N.G.V.D. GARAGE OR STORAGE FLOOR ELEVATION 11.07 FT. N.G.V.D. Elevation of Highest Crown of Road .. (Fronting Property) 10.19 FT. N.G.V.D. I hereby certify that the information on this certificate for the above mentioned property is true and correct to the best of my knowledge and belief. Date : NOT Valid Without Water Control Approval. For information Call 372 -6632 Approved by : Date : — Stamp — Community # 120635 Suffix J Panel # 0093 Date of FIRM March 2, 1994 FIRM Zone X Base Flood - -- F. NGVD TIEBEAM /THRESHOLD ELEVATION CERTIFICATE To complete refer to Elevation Certificate Guidelines. This certificate shall be presented in duplicate to the Water Control Section for approval before tiebeam /threshold inspections. (Chapter 11c3 -3d3) (The following information to be provided by contractor or property owner, or agent - Please Print -) Folio # (NOT VALID WITHOUT FOLIO #) Address: 287 NE 101 Street, Miami Shores, FL. 33138 Permit # : 3 `js Phone if Rev. WC- 6/29/94 December 15, 1995 (305) 836 -1822 Certifier's Permit Date : PROPERTY INFORMATION 9/19/195 Process # Certifier Name : Signature Certificate # OFFICIAL USE ONLY JOSE F. LOPEZ PLS (Print) FLOOD INSURANCE RATE MAP INFORMATION f any Variance or Waiver has been obtained from Metropolitan Dade County D.E.R.M., Please provide case NUMBER I certify that the above information represents my best effort to interpret the data requested : Name : A/ /'-v ‘,/e2471//e/4 T/Z Date : //7/96 Phone # rel- ( -.05T ELEVATION CERTIFICATE Using Elevation Certificate instructions, indicate diagram found on Pages 5 and 6 that best describes the subject building's reference level 1 This certificate is not valid if any items has been altered or items are not completed. LOWEST FLOOR ELEVATION (Top Reference level) 11.25 FT. N.G.V.D. LOWEST ADJACENT GRADE ELEVATION 9.30 FT. N.G.V.D. GARAGE OR STORAGE FLOOR ELEVATION 11.07 FT. N.G.V.D. Elevation of Highest Crown of Road .. (Fronting Property) 10.19 FT. N.G.V.D. I hereby certify that the information on this certificate for the above mentioned property is true and correct to the best of my knowledge and belief. Date : NOT Valid Without Water Control Approval. For information Call 372 -6632 Approved by : Date : — Stamp — Return to: Name:. Address: Grantee Social Security No.: Grantee Social Security No.: WARRANTY DEED (STATUTORY FORMCTION 689.02 F.S.) This indenture, made this 2-9 day of 1995, BETWEEN Francis J. LuBien, Jr., and Betty JearyL en, his wife. of the County of DADE, State of Florida, � grantor, and ' "" ` ` % Eduardo Castro and Michele Castro, his wife whose post office address is: 600 NE 101 Street, Miami Shores, 33138 of the County of Dade, State of Florida, grantee *, Witnesseth, that said grantor, for an in consideration of the sum of Ten Dollars and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged has granted, bargained and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, Tying and being in DADE County, Florida, to wit: Lots 22 and 23, Block 35, of MIAMI SHORES SECTION 1, according to the Plat thereof, as recorded in Plat Book 10, Page 70, of the Public Records of Dade County, Florida. This conveyance is subject to the following: 1. Conditions, covenants, restrictions, limitations and easements of record, if any, but this provision shall not operate to re- impose same. 2. Zoning and other govemmental regulations. 3. Taxes and assessements for 1995 and subsequent years. and said grantor does hereby fully warrant the the lawful claims of all persons whomsoever plural, as context requires. IN WITNESS WHEREOF, grantor has day and year first above written. Sign Baled arm eIivered in our presence: W 0. F. C (^c � Sign jams above F( en print below w/ address tt _ 1 l JC. Ord (1`71" `5‘5 , �.,� 1 ► 3) b Witness #2, Sign n e above, then print below My commission expires: This instrument was prepared b _ RICHARD M. FERNANDEZ 11077 Biscayne bouieva, d Miami, FL 33161 Tele: 305- 893 -7040 Orr.1€834i 14318 REC. Property Appraiser's Parcel Identification No: title to said land, and will defend the same against '"'Grantor" and "grantee" are used for singular or hereunto set grantors hand and seal the 1 .( /1,1 y, fi r, ' '4�► (Seal) cis . L ; ;en, Jr. ti�3 r L Y b R0 306 �v 7— Tom- x�c ':•.(,cza -fie 46 -7R- - ' 33/3 State of Florida County of Dade I HEREBY CERTIFY that on this day before me, an officer duly qualified to take acknowledgments, personally appeared Francis J. LuSicn, 3r , _and Betty Jean LuBien to me known to be the person(s) described in and who executed the foregoing instrument and acknowledged before me that he /she/they executed the same. WITNESS my hand and official seal in the County and State last aforesaid this day of .�np , 1995. Personally known Type of Identification Produced FL T 1 dce-s La ce-. MARTHA I. MCGEE my BONDED BY SER CO r,O CC 1 7300 95R259346 1995 JUN 30 RROORDED IN Off lam. mums sop OF DADE COUNTY. FLODUOA. UCOSD VERIFIED HARVEY RUVIN, Clerk of Circuit & Courtly DOCSTPDEE 246.00 SURTX 1: HARVEY RUVIN, CLERK DADE COUNT' (Seal)