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1099 NE 99 St (11)MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date e, t; Time Type Insp'n /� Permit No. 2 Q 2.0a3 l) D--cf Name O 1 O E \ Address 10G -1 J v a cjG Company ( � Phone # For Inspector: (p 0-3r e & Date Approved Correction Re- Insp'n Fee Type Insp'n Permit No. Name Address Company Phone # For Inspector: Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ) 1-4 / J) Time Name & Date (Rev. 5/7/03) Building Officials Approval: Miami Shores Village Building Department Certificate of Occupancy The following address is issued a Certificate of Occupancy Address: Addition to 1099 NE 99 ST City Miami Shores State Florida Zip 33138 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Permit No. BO- 2003 -629 Date: 3/29/04 This Certificate of Occupancy is issued for the above address. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. However, this certificate does not constitute any representation or warranty. • BUILDING PERMIT No.: 2 DCP) (92—"t ST'ATFMv 4T OF COMB JANCF; We, the undersigned, hereby certify that the THERMAL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE, the APPROVED ENFRGY CAI f!(I.A11()NS, and Plans, and in. accordance with good construction practice. The Msulation furnished and installed has the characteristics shown below: (Check only applicable boxes) / ., raE'g i Q 2). Exterior Frame/Metal Stud Walls: R. (Min.): Material: Thickness:, inch (es); Density: Ib/ft: Mfgr: Q 3). Exterior solid concrete walls:R- (Min.): Material: Thickness: inns (es): Density: Ib/ft: Mfg [Z1 4). Interior walls separating A/C from DOR • /VC spaces insulation: R. (Min.) Material: ; Thickness: laces (es); Density: Ib/R C] 5). M'ULT•i•FpAM -Y FSIDENTs . _ :NS nLtCTION Dh'LY Tic COMMMOW .Oarty) Walls separating different tenants shall be insulated u follows: FRAMF/VfF.TAL STUD WALLS R•11 Orlin ); asp( Concrete walls R -3 Qvlin) by Energy Code requirements. See ENERGY CODE. Rev. 1/87, paragraph 901.2 (b), no page 9.17. latest edition. These •min m ums 1 yc[s of intyilation• arc not included in the Energy Calculations, but sball be installed in the field. QQ I). Exterior CBS Walls Insulation: R• '/„ (Min.): Material: Thickness: inch (es): Density: -- lb/ft: Mf (;] 6). Above dock type ROOF INSULATION: R. (min.) Material: Thickness: inns (es); Density: lb/It; Mfgr. (:20 7). Ceiling insulatic R- 1/ (Min.); Material: Thickness: STEPHEN P. CLARK CENTER Department of Planning, Development d Regulatic 111 N.W. FIRST STREET SUITE 1010 INSULATION CERTIFICATE • MIMM'. FLORIDA 33128-1074 ( 3764600 inces (es); Density: — Ib/ft; Mfgr.. Knauf ca 8). NOTE • Densities of sprayed-on, loose fill, or any other composed-on-site insulation shall be the P.C.F. (Ib/fU) average of three (3) 'DRY AMPLES' of actual installation Make photocopies of this sheet in your office, u req iced for future jobs. asby: C 6 L'- Z At. Install insulation Company Name O.C/ Builder Insulation Contractor ignature Insulation Contactor CC 1: CI { .S 6 : ' l ' led o /1► pany Name O.0 : us Building Contractor CC N: Certified on: le Description of 13261- Tan Limesand ( screenings) Material: DENSITY TEST PROCTOR INFORMATION SUMMARY OF RESULTS i Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No ( %) (PCF) (In.) Lab No. ( %) (PCF) Compaction Requirement Status New Addition: 6590 4 F South Corner 6576 11.9 108.7 8 13261 12.6 114.4 95.0 95.0 PASSED 6591 5 F North Comer 6577 112.3 109.0 8 13261 12.6 114.4 95.3 95.0 PASSED 6592 6 F NW Corner 6578 11.4 108.8 8 13261 12.6 114.4 95.1 95.0 PASSED Remarks: CLIENT: Power Builders, Inc. PROJECT: Oneil Residence CONTRACTOR: Power Builders, Inc. PROJECT LOCATION:1099 NE 99th Street, Miami Shores, FL Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61G15 - 18.011 of Florida Administrative Code. WINGERTER LABORATORIES, INC. Engineering Testing inspection Services 1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 FIELD DENSITY TEST REPORT NO: 2 ORDER NO.: 03 -1427 TEST DATE: 7/23/03 TIME IN: 01:00 PM INSPECTOR: Orrane Rhoden Respec PAGE NO.: 1 of 1 P.O. #: PERMIT #: TIME OUT:02:00 PM ly submitted,. - ER LABO Rafael 1 1. Pina, P.E. Florida.License No. 50771 ES, INC. 777k PEST CONTROL, INC. CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT Purchaser's Name and Address: :Power Builders, Inc 12301 SW 64 Avenue Pinecreast, FL 33156 TREATMENT SITE: 1099 NE 99 Street Miami Shores, Florida PROJECT: Oneil Residence Addition PERMIT: N/A Chemical: Chlorpyrifos PRODUCT: Durasban T C Square Footage: 900 Number of structures treated: 1 Date of Completion: 02 -27 -04 Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Limitations, exclusions, or conditions that affect the company's obligation to retreat or repair damage, are a part of the contract. Guarantee None 1 Year 5 Years Revised 10 -01 -03 LICENSE NO. 1752 ACCURATE PEST GQNTROL, INC. BY: Harvey Smades, President Renewal Yes No 300 5. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 -584 -0378 • 1- 800 - 749 -8588 • FAX: 954- 584 -6117 Description of 13261- Tan Limesand ( screenings) Material: DENSITY TEST PROCTOR INFORMATION SUMMARY OF RESULTS Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No ( %) (PCF) (In.) Lab No. ( %) (PCF) Compaction Requirement Status New Addition 6576 1 F South End 10.6 102.6 12 13261 12.6 114.4 89.7 95.0 FAILED 6577 2 F North End .. 8.9 101.8 12 13261 12.6 114.4 89.0 95.0 FAILED 6578 3 F North West Corner 9.8 100.9 12 13261 12.6 114.4 88.2 95.0 FAILED Remarks: CLIENT: Power Builders, Inc. PROJECT: Oneil Residence CONTRACTOR: Power Builders, Inc. PROJECT LOCATION:1099 NE 99th Street, Miami Shores, FL Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61G15 - 18.011 of Florida Administrative Code. WINGERTER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 FIELD DENSITY TEST REPORT NO: 1 ORDER NO.: 03 -1427 TEST DATE: 7/21/03 TIME IN: 11:15 AM INSPECTOR: Orrane Rhoden Respectfully' submitted, ER LAB WI PAGE NO.: 1 of 1 P.O. #: PERMIT #: TIME OUT:12:00 PM Rafael M. Pina, P.E. Florida License No. 50771 RIES, INC. B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12025C0093 J 07/17/95 03/02/94 AE + 8.0' BUILDING OWNER'S NAME FEDERICO FERNANDEZ SECTION A - PROPERTY OWNER INFORMATION LATITUDE/LONGITUDE (OPTIONAL) ( ##° - ##' - ##.##" or ##.#/#110) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1099 NE 99 ST. CITY STATE MIAMI SHORES FLORIDA PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 15 BLOCK 178 OF REVISED PLAT OF MIAMI SHORES FLORIDA PLAT BOOK 43 PAGE 69 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER VILLAGE OF MIAMI SHORES 120652 B2. COUNTY NAME MIAMI - DADE COUNTY B3. STATE FLORIDA 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 of the building is complete. C2. Building Diagram Number 8 (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.) C3. Bevations — 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. -a4 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 ConversiorVComments Elevation reference mark used BM Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No ❑ a) Top of bottom floor (induding basement or endosure) 8.0 ft.(m) ❑ b) Top of next higher floor 10.2 ft.(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) WA _ft.(m) ❑ d) Attached garage (top of slab) 7_8 ft(m) ❑ e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 7_9 ft.(m) ❑ f) Lowest adjacent (finished) grade (LAG) 7_7 ft(m) ❑ g) Highest adjacent (finished) grade (HAG) 7.8 ft.(m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 12 ❑ i) Total area of all permanent openings (flood vents) in C3.h 1866 sq. in. (sq. cm) 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. I certify that the information in Sections A, 8, 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. CERTIFIER'S NAME OSCAR EMILIO BAEZ- CUSIDO, P.S.M. LICENSE NUMBER 5034 TITLE REGISTERED SURVEYOR AND MAPPER COMPANY NAME BAEZ & ASSOCIATES, INC. ADDRESS 2000 SW 83RD CT. SIGNATURE FEMA Form 81 -31, January 2003 CITY MIAMI DATE 03/24/04 See reverse side for continuation. O.M.B. No. 3067 -0077 Expires December 31, 2005 To 0 t) ° f O0 a E w .0 z � w 0 J ZIP CODE 33138 SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. STATE ZIP CODE FL 33155 TELEPHONE 305 - 265 -1002 P.S. . #5034 03 4/04 For Insurance Company Use: Policy Number Company NAIC Number 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. 1099 NE 99 ST. CITY STATE ZIP CODE Miami Shores FI. 33138 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 Crown of road elevation = 7.86' New a/c pad @ rear, elevation = 10.31' 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. E1. 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 servidng 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 community's 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 owners 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 OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS SECTION G - COMMUNITY INFORMATION (OPTIONAL) The Iocal official 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 applicable item(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 to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official 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 G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPUANCE/OCCUPANCY ISSUED 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: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 - 31, January 2003 CITY DATE TELEPHONE TITLE TELEPHONE DATE For Insurance Company Use: Policy Number Company NAIC Number ❑ Check here if attachments STATE ZIP CODE ❑ Check here if attachments Datum: Datum: ❑ Check here if attachments Replaces all previous editions B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 66. FIRM INDEX DATE EFFECT1VEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12025C0093 J 07/17/95 03/02/94 AE + 8.0' BUILDING OWNER'S NAME FEDERICO FERNANDEZ FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1099 NE 99 ST. CITY STATE MIAMI SHORES FLORIDA PROPERTY DESCRIPTION (Lot and Blodc Numbers, Tax Parcel Number, Legal Description, etc.) LOT 15 BLOCK 178 OF REVISED PLAT OF MIAMI SHORES FLORIDA PLAT BOOK 43 PAGE 69 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) ( ##° - ##' - ##.##" or #1#.#441## SECTION A - PROPERTY OWNER INFORMATION HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION O.M.B. No. 3067 -0077 Expires December 31, 2005 ZIP CODE 33138 For Insurance Company Use: Policy Number Company NAIC Number SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. 61. NFIP COMMUNITY NAME & COMMUNITY NUMBER VILLAGE OF MIAMI SHORES 120652 B2. COUNTY NAME MIAMI - DADE COUNTY B3. STATE FLORIDA 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 89: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Banier 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 of the building is complete. C2. Building Diagram Number 8 (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.) C3. Bevations — 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. lithe 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 Devation reference mark used BM Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No ❑ a) Top of bottom floor (induding basement or endosure) 8.0 ft.(m) To ❑ b) Top of next higher floor 10.2 ft.(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) N/A _ft.(m) 0 ❑ d) Attached garage (top of slab) 7_8 ft.(m) ❑ e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area) 7_9 ft.(m) E 1 ❑ f) Lowest adjacent (finished) grade (LAG) 7_7 ft.(m) z ' ❑ g) Highest adjacent (finished) grade (HAG) 7.8 ft(m) r4 ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 12 1 ❑ i) Total area of all permanent openings (flood vents) in C3.h 1866 sq. in. (sq. cm) 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. 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. CERTIFIER'S NAME OSCAR EMILIO BAEZ - CUSIDO, P.S.M. LICENSE NUMBER 5034 TITLE REGISTERED SURVEYOR AND MAPPER COMPANY NAME BAEZ & ASSOCIATES, INC. ADDRESS CITY STATE ZIP CODE 2000 SW 83RD CT. MIAMI FL 33155 SIGNATURE FEMA Form 81 -31, January 2003 DATE TELEPHONE 03/24/04 305- 265 -1002 See reverse side for continuation. 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. 1099 NE 99 ST. CITY STATE ZIP CODE Miami Shores FI. 33138 ADDRESS SIGNATURE COMMENTS SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community offidal, (2) insurance agent/company, and (3) building owner. COMMENTS Crown of road elevation = 7.86' New a/c pad @ rear, elevation = 10.31' 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 enclosure) 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 servidng 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 community's 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 OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official 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 applicable items) and sign below. G1. ❑ The intonation 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 to certify elevation informction. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community4ssued BFE) or Zone A0. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPUANCE/OCCUPANCY ISSUED 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: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 -31, January 2003 CITY DATE TELEPHONE TITLE TELEPHONE DATE For Insurance Company Use: Policy Number Company NAIC Number ❑ Check here if attachments STATE ZIP CODE Datum: Datum: ❑ Check here if attachments Replaces all previous editions Purchaser's Name and Address: :Power Builders, Inc 12301 SW 64 Avenue Pinecreast, FL 33156 TREATMENT SITE: 1099 NE 99 Street Miami Shores, Florida PROJECT: Oneil Residence Addition PERMIT: N/A Chemical: Chlorpyrifos PRODUCT: Durasban T C Square Footage: 900 Number of structures treated: 1 Date of Completion: 02 -27 -04 Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Limitations, exclusions, or conditions that affect the company's obligation to retreat or repair damage, are a part of the contract. Guarantee None l Year 5 Years PEST CONTROL, INC. CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT tgi LICENSE NO. 1752 ACCURATE PEST CONTROL, INC. BY: Harvey Smades, President Renewal Yes No Revised 10-01 -03 300 5. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 -584 -0378 • 1- 800 - 749 -8588 • FAX: 954- 584 -6117 Guarantee None 1 Year 5 Years BY: PEST CONTROL, INC. CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT Purchaser's Name and Address: :Power Builders, Inc 12301 SW 64 Avenue Pinecreast, FL 33156 TREATMENT SITE: 1099 NE 99 Street Miami Shores, Florida PROJECT: Oneil Residence Addition PERMIT: N/A Chemical: Chlorpyrifos PRODUCT: Durasban T C Square Footage: 900 Number of structures treated: 1 Date of Completion: 02 -27 -04 Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Limitations, exclusions, or conditions that affect the company's obligation to retreat or repair damage, are a part of the contract. LICENSE NO. 1752 ACCURATE PEST CONTROL, INC. Harvey Smades, President Renewal Yes ❑ No [21 Revised 10 -01 -03 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 - 584 -0378 • 1- 800 - 749 -8588 • FAX: 954- 584 -6117 Lab No.: Test Specification Optimum Moisture Maximum Dry 1 1/2" 1" ( %) Density (PCF ) 13261 "MODIFIED" PROCTOR, ASTM D 1557 -A 12.6 114.4 Sieve Size: 3" 2 1/2" 2" 1 1/2" 1" 3/4" 1/2" 3/8" #4 % Passing 60.80 46.90 31.90 16.90 0 0.90 100.00 99.80 Sieve Size: #10 #20 #40 #60 #80 #140 , #200 I O Washed ® Dry % Passing 79.30 60.80 46.90 31.90 16.90 0 0.90 CLIENT: Power Builders, Inc. PROJECT: Oneil Residence CONTRACTOR: LOCATION: 1099 NE 99th Street, Miami Shores, FL Sampled By: Client WINGERTER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 SOILS LABORATORY TEST REPORT PROCTOR TEST Date Sampled: 07 -21 -03 Tested By: Nancy Diner Visual Soil Description: Tan Limesand ( screenings) Sample Location: Stockpile Material MOISTURE DENSITY RELATIONSHIP (PROCTOR) 120 115 110 MOISTURE DENSITY RELATIONSI - IIP TEST RESULTS AND GRAPH , — r 1 1 1 I 1 I 1 I I 1 1 I I 1 1 105 L I T r 1 T'I — TT -- I ■ 1 1 1 1 1 I I I 11 I 1 1 1 1 I I 1 I 1 1 _ 1 _ L _ I _ . _ _ L _ 3 _ _ _ 1 1 1 1 1 _1_ 1 _ L _1_ _ I . ! _ L _ 1 1 1 1 1 I 1 1 I 1 1 1 1 • 1 1 1 ...- r — I - - 1 1 I 1 1 1_ I- 5 7 5 10 12.5 15 MOISTURE CONTENT (PERCENT OF DRY WEIGHT) PARTICLE SIZE ANALYSIS REPORT NO.: I ORDER NO: 03 -1427 PERMIT NO.: P.O. NO.: Remarks: Using the Unified Soil Classification System, the following terminology and definitions may be applied to determine the percentages of A) GRAVEL B) SAND C) SILT or CLAY 1) COARSE SAND: Passing No. 4 sieve minus that passing the No. 10. 2) MEDIUM SAND: Passing No. 10 Sieve minus that passing No. 40. 3) FINE SAND: Passing No. 40 Sieve minus that passing No. 200. C) SILT OR CLAY: % of soil passing the No. 200 sieve. Respectfully submitted, WING 11 I LABORA1' INC. 17.5 Date Tested: 07 - 22 - 03 mj: IA3 Rafael M. Pina, P.E. Florida License No. 50771 Lab No.: Test Specification Optimum Moisture Maximum Dry #60 #80 ( %) Density (PCF ) 13261 _ "MODIFIED" PROCTOR, ASTM D 1557 -A 12.6 114.4 Sieve Size: #I0 #20 #40 #60 #80 #140 #200 1O Washed % Passing 79.30 60.80 46.90 31.90 16.90 1.90' 0.90 a Dry Sieve Size: 3" 2 1/2" 2" 1 1/2" 1 3/4" 1/2" 3/8' #4 % Passing 100.00 99.80 CLIENT: Power Builders, Inc. PROJECT: Oneil Residence CONTRACTOR: LOCATION: 1099 NE 99th Street, Miami Shores, FL Sampled By: Client Date Sampled: 07 -21 -03 Tested By: Nancy Diner Visual Soil Description: Tan Limesand ( screenings) Sample Location: Stockpile Material MOISTURE DENSITY RELATIONSHIP (PROCTOR) 120 T 1 1 1 I I I I I 1 I 1 I 115 1 I I I I 1 10 - 105 MOISTURE DENSITY RELATIONSHIP TEST RESULTS AND GRAPH 5 WINGERTER LABORATORIES, INC. Engineering Testing inspection Services 1820 NE 144th Street, North Miami, FL 33181 TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 SOILS LABORATORY TEST REPORT PROCTOR TEST I I 1 I I I I I I I I I I I 1 1 L J 1 1 1 1 I I I I 1 1 I I I 1 1 1 I I I 1 1 1 I 1 1 i 1 _1_ • 1 1 I 1 1 I 1 1 I I 1 1 1 1 1 1 1 I 1 1 I I I 7 5 10 12.5 15 17.5 MOISTURE CONTENT (PERCENT OF DRY WEIGHT) PARTICLE SIZE ANALYSIS REPORT NO.: 1 ORDER NO: 03 -1427 PERMIT NO.: P.O. NO.: I I I I I 1 I I I I I I I I I 1 1 1 . 1 I I Date Tested: 07 -22 -03 Remarks: Using the Unified Soil Classification System, the following terminology and definitions may be applied to determine the percentages of A) GRAVEL B) SAND C) SILT or CLAY Respectfully submitted, 1) COARSE SAND: Passing No. 4 sieve minus that passing the No. 10. WING LABORAT INC. 2) MEDIUM SAND: Passing No. 10 Sieve minus that passing No. 40. 3) FINE SAND: Passing No. 40 Sieve minus that passing No. 200. C) SILT OR CLAY: % of soil passing the No. 200 sieve. Rafael M. Pina, P.E. Florida License No. 50771 Description of 13261- Tan Limesand ( screenings) Material: DENSITY TEST PROCTOR INFORMATION SUMMARY OF RESULTS Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No ( %) (PCF) (In.) Lab No. ( %) (PCF) Compaction Requirement Status New Addition: 6590 4 F South Corner 6576 11.9 108.7 8 13261 12.6 114.4 95.0 95.0 PASSED 6591 5 F North Corner 6577 112.3 109.0 8 13261 12.6 114.4 95.3 95.0 PASSED 6592 6 F NW Corner 6578 11.4 108.8 8 13261 12.6 114.4 95.1 95.0 PASSED Remarks: CLIENT: Power Builders, Inc. PROJECT: Oneil Residence CONTRACTOR: Power Builders, Inc. PROJECT LOCATION:1099 NE 99th Street, Miami Shores, FL Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61 G 15 - 18.011 of Florida Administrative Code. WINGERTER LABORATORIES, INC. Engineering Testing inspection Services 1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 FIELD DENSITY TEST REPORT NO: 2 ORDER NO.: 03 -1427 TEST DATE: 7/23/03 TIME IN: 01:00 PM INSPECTOR: Orrane Rhoden PAGE NO.: 1 of 1 P.O. #: PERMIT #: TIME OUT:02:00 PM Respectfully submitted, WIJW ER /ER LABO Rafael M. Pina; P.E. Florida License No. 50971 ES, INC. Description of 13261- Tan Limesand ( screenings) Material: DENSITY TEST PROCTOR INFORMATION SUMMARY OF RESULTS Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No ( %) (PCF) (In.) Lab No. ( %) (PCF) Compaction Requirement Status New Addition 6576 1 F South End 10.6 102.6 12 13261 12.6 114.4 89.7 95.0 FAILED 6577 2 F North End 8.9 101.8 12 13261 12.6 114.4 89.0 95.0 FAILED 6578 3 F North West Corner 9.8 100.9 12 13261 12.6 114.4 88.2 95.0 FAILED Remarks: CLIENT: Power Builders, Inc. PROJECT: Oneil Residence CONTRACTOR: Power Builders, Inc. PROJECT LOCATION: 1099 NE 99th Street, Miami Shores, FL Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61G15 - 18.011 of Florida Administrative Code. WINGERTER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305 -944 -3401 FACSIMILE: 305- 949 -8698 FIELD DENSITY TEST REPORT NO: 1 ORDER NO.: 03 -1427 TEST DATE: 7/21/03 TIME IN: 11:15 AM INSPECTOR: Orrane Rhoden PAGE NO.: 1 of 1 P.O. #: PERMIT #: TIME OUT:12:00 PM Respectfully submitted, WI ER iR'LAB Rafael M. Pina, P.E. Florida License 50771 RIES, INC. � ri> 3 Lab No.: Test Specification Optimum Moisture Maximum Dry #60 #80 ( %) Density (PCF ) 13261 "MODIFIED" PROCTOR, ASTM D 1557 -A 12.6 114.4 Sieve Size: #10 #20 #40 #60 #80 #140 #200 O Washed % Passing 79.30 60.80 46.90 31.90 16.90 1.90 0.90 0 Dry I 1 I I I I 1 1 1 -- 11 I I 1 1 1 1 1 1 1 11 I I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I -- . I II L 1 t 1 1 I _ I 1 I I I i 1 1 I I I I I 1 _ L. _1 - - I I 1 -, - I - Y�� I I I 1 1 I I I I I I 1 - 1 I 11 I ,- 11 - I I I I , ! 1 I 1 1 1 L I I I 1 I I 1 I I 1 I I I .!- I I I T I 1- 1 1 I I 1 1 i l 1 1 1 , I - 1 1 J- 1 f - . - L - 1 I l I I - 1 - I 1 I 1 1 I I 1 I 1 I I 1 I 1 I 1 I I 1 I I 1 I I I I 1 I 1 I I I 1 1 , 11 I I 1 . I I I I 1 I 1 1 1 I I 1 1 I 1 1 1 1 I 1 I 1 1 I 1 1 1 1 I j 1 I I 1 1 1 I I I 1 1 I I I I 1 1 1 1 1 I 1 1 1 I I 1 1 1 1 I I 11 I I 1 1 I I I I I I I I I 1 I I I I 1 1 I 1 I I I I 1 1 1 I 1 1 1 1 I I 1 1 I 1 I 1 I I 1 1 I I 1 1 I I 1 I 1 1 1 1 1 I I 1 CLIENT: Power Builders, Inc. PROJECT: Oneil Residence CONTRACTOR: LOCATION: 1099 NE 99th Street, Miami Shores, FL Sampled By: Client Date Sampled: 07 -21 -03 Tested By: Nancy Diner Visual Soil Description: Tan Limesand ( screenings) Sample Location: Stockpile Material MOISTURE DENSITY RELATIONSHIP (PROCTOR) 120 - 115 110- 105r 1101STURE DENSITY RELATIONSHIP TEST RESULTS AND GRAPH 1GERTER LABORATORIES, INC. Engineering Testing _Inspection Services 1820 NE 144th Street, North Miami, FL 33181 TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 SOILS LABORATORY TEST REPORT PROCTOR TEST 5 7 5 10 12.5 15 MOISTURE CONTENT (PERCENT OF DRY WEIGHT) PARTICLE SIZE ANALYSIS REPORT NO.: 1 ORDER NO: 03 -1427 PERMIT NO.: P.O. NO.: 17.5 Date Tested: 07 -22 -03 Sieve Size: % Passing 3 " 2 1/2" 2 " 1 1/2" 3/4 1/2" 3/8" 100.00 #4 99.80 Remarks: Using the Unified Soil Classification System, the following terminology and definitions may be applied to determine the percentages cf A) GRAVEL B) SAND C) SILT or CLAY Respectfully submitted, 1) COARSE SAND: Passing No. 4 sieve minus that passing the No. 10. Rafael M. Pina, P.E. Florida License No. 50771. 2) MEDIUM SAND: Passing No. 10 Sieve minus that passing No. 40. WING LAHORE► T R - INC. 3) FINE SAND: Passing No. 40 Sieve minus that passing No. 200. C) SILT OR CLAY: % of soil passing the No. 200 sieve. DRY DENSITY (PCF) Description of 13261- Tan Limesand ( screenings) Material: DENSITY TEST PROCTOR INFORMATION SUMMARY OF RESULTS i Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No ( %) (PCF) (In.) Lab No. ( %) (PCF) Compaction Requirement Status New Addition: 6590 4 F South Corner 6576 11.9 108.7 8 13261 12.6 114.4 95.0 95.0 PASSED 6591 5 F North Corner 6577 112.3 109.0 8 13261 12.6 114.4 95.3 95.0 PASSED 6592 6 F NW Corner 6578 11.4 108.8 8 13261 12.6 114.4 95.1 95.0 PASSED Remarks: CLIENT: Power Builders, Inc. PROJECT: Oneil Residence CONTRACTOR: Power Builders, Inc. PROJECT LOCATION:1099 NE 99th Street, Miami Shores, FL Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61015 - 18.011 of Florida Administrative Code. WINGERTER LABORATORIES, INC. Engineering Testing inspection Services 1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 FIELD DENSITY TEST REPORT NO: 2 ORDER NO.: 03 -1427 TEST DATE: 7/23/03 TIME IN: 01:00 PM INSPECTOR: Orrane Rhoden PAGE NO.: 1 of 1 P.O. #: PERMIT #: TIME OUT:02:00 PM Respec ly submitted, W sER , ER LABO Rafael M. Pina; P.E. Florida License No. 50771 ES, INC. Description of 13261- Tan Limesand ( screenings) Material: DENSITY TEST PROCTOR INFORMATION SUMMARY OF RESULTS Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No ( %) (PCF) (In.) Lab No. ( %) (PCF) Compaction Requirement Status New Addition 6576 1 F South End 10.6 102.6 12 13261 12.6 114.4 89.7 95.0 FAILED 6577 2 F North End 8.9 101.8 12 13261 12.6 114.4 89.0 95.0 FAILED 6578 3 F North West Corner 9.8 100.9 12 13261 12.6 114.4 88.2 95.0 FAILED Remarks: CLIENT: Power Builders, Inc. PROJECT: Oneil Residence CONTRACTOR: Power Builders, Inc. PROJECT LOCATION: 1099 NE 99th Street, Miami Shores, FL Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61G15 - 18.011 of Florida Administrative Code. WINGERTER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 FIELD DENSITY TEST REPORT NO: 1 ORDER NO.: 03 -1427 TEST DATE: 7/21/03 TIME IN: 11:15 AM INSPECTOR: Orrane Rhoden WI PAGE NO.: 1 of 1 P.O. #: PERMIT #: TIME OUT:12:00 PM Respectfully submitted, ER LAB .Rafael M. Pina, P E. Florida License No: 50771 RIES, INC. 2fr:/> Lab No.: Test Specification Optimum Moisture Maximum Dry #60 #80 ( %) Density (PCF ) 13261 "MODIFIED" PROCTOR, ASTM D I557 -A 12.6 114.4 Sieve Size: #I0 #20 #40 #60 #80 #140 #200 Washed % Passing 79.30 60.80 46.90 31.90 16.90 1.90 0.90 D Dry CLIENT: Power Builders, Inc. PROJECT: Oneil Residence CONTRACTOR: LOCATION: 1099 NE 99th Street, Miami Shores, FL Sampled By: Client Visual Soil Description: Tan Limesand ( screenings) Sample Location: Stockpile Material MOISTURE DENSITY RELATIONSHIP (PROCTOR) 120 MOISTURE DENSITY RELATIONSHIP TEST RESULTS AND GRAPH 110 105 I 1 1 1 1 I I I I I I I I I 1 J 4- 1_ WINGERTER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 SOILS LABORATORY TEST REPORT PROCTOR TEST Date Sampled: 07 -21 -03 Tested By: Nancy Diner 1 1 1 1 I 1 1 1 1 1 1 I I 1 1 I . L _ 1 _ L _ 1- _1 - 1 ._ _ _ 1 _ L _ 1 _ . _ L - I . _ _ L _ 1 1 1 1 I 1 1 I I 1 1 1 1 1 I 1 I 1 1 1 I 1 1 1 1 I 1 I 1 1 1 1 1 1 I 1 A 4 T 1 1 1 1 1 I I 1 I I I I 1 1 1 1 1 1 1 1 I 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _ _I_ 1 _ L. _1_ _ 1 1 1 1 1 1 PARTICLE SIZE ANALYSIS REPORT NO.: 1 ORDER NO: 03 -1427 PERMIT NO.: P.O. NO.: I _ L _I_ J _ L _ 1 1 L I 1 5 7 5 10 12.5 15 MIOISTl1RE CONTENT (PERCENT OF DRY WEIGHT) 1 I 1 1 1 1 1 I 1 1 I 17.5 Remarks: Using the Unified Soil Classification System, the following terminology and definitions may be applied to determine the percentajes of A) GRA'V5L B) SAND C) SILT or CLAY 1) COARSE SAND: Passing No. 4 sieve minus that passing the No. 10. 2) MEDIUM SAND: Passing No. 10 Sieve minus that passing No. 40. 3) FINE SAND: Passing No. 40 Sieve minus that passing No. 200. C) SILT OR CLAY: % of soil passing the No. 200 sieve. Rafael M. Pina, P.E. Florida License No. 50771 Date Tested: 07 - 22 - 03 Sieve Size: % Passing 3 " 2 1/2" 2 " 1 1/2" 3/4" 1/2" 3/8" 100.00 #4 99.80 Respecifitlly submitted, WING LABORAT .INC. , 41: 7/147/p) Description of 13261- Tan Limesand ( screenings) Material: DENSITY TEST PROCTOR INFORMATION SUMMARY OF RESULTS i Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No ( %) (PCF) (In.) Lab No. ( %) (PCF) Compaction Requirement Status New Addition: 6590 4 F South Corner 6576 11.9 108.7 8 13261 12.6 114.4 95.0 95.0 PASSED 6591 5 F North Corner 6577 112.3 109.0 8 13261 12.6 114.4 95.3 95.0 PASSED 6592 6 F NW Corner 6578 11.4 108.8 8 13261 12.6 114.4 95.1 95.0 PASSED Remarks: CLIENT: Power Builders, Inc. PROJECT: Oneil Residence CONTRACTOR: Power Builders, Inc. PROJECT LOCATION:1099 NE 99th Street, Miami Shores, FL Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61G15 - 18.011 of Florida Administrative Code. WINGERTER LABORATORIES, INC. Engineering Testing inspection Services 1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 FIELD DENSITY TEST REPORT NO: 2 ORDER NO.: 03 -1427 TEST DATE: 7/23/03 TIME IN: 01:00 PM INSPECTOR: Orrane Rhoden Respec u ly submitted WIC 'ER ER LABO PAGE NO.: 1 of 1 P.O. #: PERMIT #: TIME OUT:02:00 PM Rafael M. Pina, P.E. Florida License No. 50771 Description of 13261- Tan Limesand ( screenings) Material: DENSITY TEST PROCTOR INFORMATION SUMMARY OF RESULTS Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No ( %) (PCF) (In.) Lab No. ( %) (PCF) Compaction Requirement Status New Addition 6576 1 F South End 10.6 102.6 12 13261 12.6 114.4 89.7 95.0 FAILED 6577 2 F North End 8.9 101.8 12 13261 12.6 114.4 89.0 95.0 FAILED 6578 3 F North West Corner 9.8 100.9 12 13261 12.6 114.4 88.2 95.0 FAILED Remarks: CLIENT: Power Builders, Inc. PROJECT: Oneil Residence CONTRACTOR: Power Builders, Inc. PROJECT LOCATION:1099 NE 99th Street, Miami Shores, FL Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61G15 - 18.011 of Florida Administrative Code. WINGERTER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Sheet, North Miami, FL 33181 - TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 FIELD DENSITY TEST REPORT NO: 1 ORDER NO.: 03 -1427 TEST DATE: 7/21/03 TIME IN: 11:15 AM INSPECTOR: Orrane Rhoden PAGE NO.: 1 of 1 P.O. #: PERMIT #: TIME OUT:12:00 PM Respectfully submitted, WI ,ER ER h% - "* . d / Rafael M. Pina, P.E. Florida License No. 50771 RIES, INC. �,4 "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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." MECHANICAL INSPECTION TYPE I&PECTOR DATE Undgr A/C Pipe // Slab condensate Slab Jenn -Aire Rough Duct Rough Pipe Exhaust Fan Rough Hood Rough Pool Heat Pump UNA' Fire Dampers Fireplace Vent Vacuum Pipe Rough Vacuum Pipe Final Equipment Anchor Suppression Test Tuct Detector Ventilation Pressure Test Tin Cap i �� FINAL Za STRUCTURAL INSPECTION TYPE DATE Footing // Columns / Poured Cells Tie Beam Rake Beam 2nd Floor Slab 2nd Floor Columns 2nd Floor Tie Beam Roof Sheeting UNA' Wall Sheathing Floor Sheating Truss, Roof Truss, Floor Store Front Buck Lath Window Installation Door Installation Tin Cap i �� Mop in Progress Tile in Progress NO INSPECTION WILL BE MADE UNLESS PERMIT CARD IS DISPLAYED AND APPROVED PLANS ARE READILY AVAILABLE WORK MUST BE COMPLETED PRIOR TO REQUESTING INSPECTIONS 24 HOUR NOTICE FOR ALL INSPECTIONS INSPECTION RECORD 7 ELECTRICAL INSPECTION TYPE N8PEC1OR DATE Temporary Pole Footer Grounding Slab Service Rough B. Alarm Prewire ��I1 6j W3 T.V. Prewire Intercom Prewire Phone Prewire B. Alarm Final T.V. Final Intercom Final Phone Final 30 Day Temp Power Pool Grounding Pool Slab /32 ;41i A e 1n / Wt..-- f`' / O P '� � JA " FINAL EMI o STRUCTURAL IMAIFSM morn mum MEM u •, UMW DATE llf71111111WANE FINAL mo1 .,. y' Pool Steel /Patio Deck Screen Encl Final , INSPECTION TYPE Shingle in Progress Framing Insulation Drywall Sidewalk Driveway Form / Rock Storm Shutter Anchors Storm Shutter Final Patio / Deck Final Fence Final Poo kFinal Roof Final PLUMBING Ground Rough/I 2nd Floor Rough 3rd Floor Rough Condensate Drainfield Suppression Test eptic Sewer Water Service L P Tank Gas Rough Gas Final Irrigation Int: Ext: Well Interceptor ressure Test Fire Sprinkler Final Pool Maindrain Pool Piping FOR INSPECTIONS CALL 305 - 795 -2204 INSPECTION REQUESTS ARE ACCEPTED DURING THE HOURS OF 8:30 AM TO 3:30 PM FOR INSPECTIONS THE FOLLOWING BUSINESS DAY. CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE DO NOT REMOVE THIS CARD BEFORE COMPLETION OFFICE PHONE NUMBER: 305 - 795 -2204 MIN. 12" x 18" BACKING BD. 12" THIS PERMIT CARD MUST BE DISPLAYED ON THE FRONT OF THE JOB BY ONE OF THE FOLLOWING METHODS OR NO INSPECTION WILL BE MADE 18" A MIN. 4' MAX. 5' MIN 18" ♦T PENETRATION 1 1 1 "x8" PROTECTIVE LEDGE OR VISQUEEN FLAP WITH FASTENER OR— FASTEN TO BACKING AS INDICATED ON CARD ON FACE OF BUILDING WITH PROTECTIVE COVERING PERMIT toilawhowilfilligiii Required Miami Shores Village Building Department CERTIFICATE OF OCCUPANCY CHECKLIST BUILDING PERMIT CARD - Containing final initials of all inspectors SURVEYS (2) FINAL AS BUILT - Required Items: Elevations of building ' showing all intended setbacks from property lines and other existing structures. Ingress + Egress required parking spaces, wheel stops, stripping, and all paving to exterior. CERTI OF E ION - ed by s • . or EXP ::TION DA • EQU ?.ED ORM CERTIFICATE OF INSULATION - (must be original) CERTIFICATE OF SOIL TREATMENT - (for termite - original) CHAPTER 2913.5 TERMITE PROTECTION: This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by the Florida Department of Agriculture and Consumer services." HEALTH DEPT. APPROVAL LETTER - (on septic or private water) Note: if house has a septic tank, approval letter is required from the health dept. SOIL COMPACTION LETTER - (density reports required) V/ BACKFLOW PREVENTOR CERTIFICATE - (Required on commercial projects only) TRUSS LETTER - from General Contractor, Engineer, or Architect. Must be notarized and state they witnessed the erection of the trusses * PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO. Emergency CO (without 24 hrs. processing) additional fee is $80.00. Temporary CO (up to 90 days maximum) $75.00. Residential CO fee is $1 C0.00. #5 -- Commercial CO is $200.00. Approved Date chc- 1/21/04 (Rev. 5/8/03) Address Miami Shores Village Building Department Certificate of Completion Permit No. Date The following address is issued a Certificate of Completion 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 City Miami Shores State Florida Zip This Certificate of Completion is issued for the above address and permit. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.2. However, this certificate does not constitute any representation or warranty. Building Officials Approval: 1 • • • • • • • • 000 110 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • B.F. COHSLUJ[ , O B I I 0•REP 1 s Uu ©o • t • ... STRUCTURAL ENGINEERING • THRESHOLD & SPECIAL INSP O�1 C i R I IFI ED PLANS EXAMINERS • • • • • • • • • • • • • ••• ••• ••• • • el E. He Fla P.E. # 4661 STRUCTURAL CALCULATIONS FOR •• • • • O'NEIL RESIDENCE ADDITION 1099 NE 99 Street. Miami Shores, Florida •• • • • •• ••• •• • • • • • • • • • FLORIDA BUILDING CODE 2001 • • 000 • • 13392 SW 128TH STREET, MIAMI, FL 33186 • PHONE: 305 - 971- GFCE(4323) • FAX: 305 -971 -4332 E -MAIL: GFCE @GFCE.NET �. I __ .. - 1 r T ✓1 -C'`. . , : I le • ' • i ; t ' • I ; • • • LA. 1. ;--,,,.. --I-- —I I • ' • 1 • • i • • •I• t • •, • I j • !• —•-lur--• --, • ! • • ; i • .• _Iv i •-- 4 •-• • • 1/1! • • • • • •■• • I ! 1 . , ! ibi - - - ( r I r - 1 .- J I I I • • ID' • • • I f I -- 1 - I j �' Q r I r i 4' i i- s P l - — t `rt 1 IL Po ,-/ R(Ccg ' 1 ! 1 r I r So, i S ! c b i c. , 4 I I \ 1 r t - r 1 ft' - - -- i- - - r -1- - i c r I- F j - I I I 1 I i t 1 ■ 4 I il t t r2 Ofil r- , ! If � i 1 3 )!. 1 1 t 7.r(e-e__ ' - - e 1 a z /0 J) (-6 ( I i i I i I . 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' r —, | . | �- '_-- _+ � | � ) ! ! r--r / ' ' -� ' / | ' ' ' / / ' _+ +— | � . --_---�— ----- ' i � � I- ' -r � 4--- / � | ' / ' | I / ' � | i � L __ � ' ' | � | � '��—+——- 7 . —' | —' / / / | . 1 T. T / | � —/ ' 1__ i ' ' � ' . | � | � _� | | / ` '--T �' - -- . -'-�--------+--� -- — -----------'�-- -�---+—� --- � --'--�^-- i --�—' `--�--' | / � | . � | -- | �_— � | . | � i / | — , . I / / , | | | � | ! -- . . / | i GF CONSULTING EIy,IR,EEpS •:• 13392 SW 128 STREET MIAMI, FL: '33186 :.3305),97,1-4323 Copyright 2000 by Tondelli Engineering,.. .A:. Tam ia, Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : WINDOWS LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS -.J CP 7 -2$ * ** * ** COMPONENTS AND CLApID:Il3Ci e• • • • • ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 105.0 FT2 MEAN ROOF HEIGHT = 12.0 FT DISTANCE, Z = 7.0 FT GCp ( +) GCp (-) 1 PRESSURE I (psf) SUCTION (psf) 'al 4 Kh = 0.849 Kz = 0.849 WIND LOADS WALL AREA 4 5 0.820 0.820 -0.920 -1.039 ' 46.3 46.3 -50.9 -56.5 •• • • • • • ••• •• • • • • ••• • • • • • • • • .bATE 8/2 • • • • • • • • • • • • • ••• • • • • qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 25.0 FT 4 ib CORNER DISTANCE, a = 3.0 FT I CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : WINDOWS LOADS WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z GF CONSULTING EWI €RS.•. �• •� .�. 13392 SW 128 STREET MIAMI, FL: • 3186; • :(10 •597,1 -4323 Copyright 2000 by Tondelli Enginee ing, P :I.: T1m4a, Florida * ** DESIGN WIND LOADS -. A qE 7 -98 * ** �• * ** COMPONENTS AND t,LAp,Q18]Q ; ; * :. •• • • • • • • • • • • = 146 MPH = C = 2 = 1.00 = 1.00 = 3.00 : 12 (14.04 DEG) = 65.0 FT2 = 12.0 FT = 7.0 FT 4 GCp ( +) 0.856 a 4 !a Kh = 0.849 Kz = 0.849 WIND LOADS WALL AREA • • • ••• • . . • . : 8/29/2002 • • • • • • • • • • • • • ••• ••• ••• • • •• • • • • • ••• •• 5 0.856 GCp ( -) -0.956 1 -1.113 PRESSURE 48.0 48.0 (psf) SUCTION -52.6 -59.9 (psf) qh = 46.3 PSF qz = 46.3 PSF ;P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 4 � !BUILDING WIDTH = 25.0 FT b CORNER DISTANCE, a = 3.0 FT GF CONSULTING ENGINUet,a • . 13392 SW 128 STREET MIAMI, FL : :(3115A71, -4323 Copyright 2000 by Tondelli Engineering j 2.: :Tampa',. Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : WINDOWS LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 65.0 FT2 MEAN ROOF HEIGHT = 12.0 FT DISTANCE, Z = 12.0 FT * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND Ci.,'DbJ:NG. *: ; ••• • ••• . . . . .• • L... - GCp ( +) GCp ( -) PRESSURE ( L - - SUCTION (psf) a 4 51 Kh = 0.849 Kz = 0.849 WIND LOADS WALL AREA 4 0.856 -0.956 48.0 -52.6 5 0.856 -1.113 48.0 4 •• • • • • • ••• •• -59.9 • • • • •• • • • • • • • • • • • • • • • b 'tTATE : 8/29/2002 • • • • ••• • • • • qh = 46.3 PSF qz = 46.3 PSF :P = qh[(GCp) - (GCpi)] iGCpi = ± 0.18 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT GF CONSULTING ENIWjVEVS .• •� .�. 13392 SW 128 STREET MIAMI, FL: '3 :1$6 ; -4323 Copyright 2000 by Tondelli Enginee ing,.:P :A:: T4mp , Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : WINDOWS LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - Ji1Cj 7 - 98 * ** * ** COMPONENTS AND CLAI:j7L G * *; • ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 35.0 FT2 MEAN ROOF HEIGHT = 12.0 FT DISTANCE, Z = 12.0 FT a 4 5 Kh = 0.849 Kz = 0.849 WIND LOADS WALL AREA 4 GCp ( +) 0.904 0.904 GCp ( -) -1.004 -1.208 PRESSURE 50.2 50.2 (psf) 5 SUCTION -54.8 -64.3 (psf) • • • ••• • • • • • • •• • • •BATE • • • • • • • • • • • • • • • ••• ••• ••• • • • • • • • • • • • • qh = 46.3 PSF qz = 46.3 PSF IP = qh[(GCp) - (GCpi)] ,GCpi = ± 0.18 8/29/2002 T -- _ BUILDING WIDTH = 25.0 FT Ia' 4 b CORNER DISTANCE, a = 3.0 FT iJ GF CONSULTING ENGWURI• ••• :• •: •:• 13392 SW 128 STREET MIAMI, FL :33x8 :( 4323 Copyright 2000 by Tondelli Engineerrng,. gaA:: Vamtpa;. Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : windows LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 20.0 FT2 MEAN ROOF HEIGHT = 12.0 FT DISTANCE, Z = 12.0 FT * ** DESIGN WIND LOADS - 2 C • 7 -98 •* .t •• * ** COMPONENTS AND CL74DEUVG: ; ; *• ;• •• GCp ( +) GCp (-) PRESSURE 1 (psf) SUCTION (psf) WIND LOADS WALL AREA 4 5 0.947 0.947 -1.047 -1.294 52.2 52.2 Kh = 0.849 Kz = 0.849 -56.8 -68.3 4 • • • • ••• • • • • • • • • DATE : 8/29/2002 • • • • • • • • • • • • • • ••• ••• ••• • • • • • • • • • • • ••• • • qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 - - - - BUILDING WIDTH = 25.0 FT b!CORNER DISTANCE, a = 3.0 FT ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z GF CONSULTING EN,INf3R6 • • • ••• 13392 SW 128 STREET MIAMI, FL: 34116 Li3 SIi971 -4323 Copyright 2000 by Tondelli Enginee$in4,.;$.r :: TartIA., Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS -,ASCE 7 -98 * ** * ** COMPONENTS AND CloANTIG: i .e. .' • •• • • • • • ••• ••• = 3.00 : 12 (14.04 DEG) = 15.0 FT2 = 12.0 FT = 12.0 FT GCp ( +) GCp ( -) PRESSURE (psf) WIND LOADS WALL AREA 4 0.969 -1.069 53.2 Kh = 0.849 Kz = 0.849 • • • • ..• • • • • •• • • • DATE • • • • • • . • • • • • • • • • • . • ••• ••• ••• • • • 5 0.969 -1.338 53.2 1 SUCTION -57.9 -70.3 (psf) qh = 46.3 PSF qz = 46.3 PSF 8/29/2002 IP = qh[(GCp) - (GCpi)] GCpi = ± 0.18 - - I BUILDING WIDTH = 25.0 FT 4 b,CORNER DISTANCE, a = 3.0 FT GF CONSULTING ENGIVES 13392 SW 128 STREET MIAMI, FL 3! 6 : (V:5t9 . -/P23 Copyright 2000 by Tondelli Engineeririg, USTOMER : INSIGHT DESIGN TOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS AIIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 - 98 * ** * ** COMPONENTS AND CLADD] ' *''• ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 12.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 4 I GCp ( +) 0.986 GCp ( - ) - 1.086 PRESSURE 54.0 (psf) i SUCTION -58.6 i (psf) I a 4 WIND LOADS WALL AREA 5 0.986 -1.372 54.0 • ' • • • .•.Di�'jE . 8/29/2002 • • • • • • . • • • • • • • • • • • • • • ••• ••• • .. • • • • •• • • -71.9 1 • • • .• • • • • • • • • • • •• qh = 46.3 PSF qz = 46.3 PSF ;P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 (BUILDING WIDTH = 25.0 FT 4 ' bICORNER DISTANCE, a = 3.0 FT GF CONSULTING 8 q ENC-.INEER& • • • •• x'3.3 13392 SW 128 STREET MIAMI, FL • • •• .• Ni 8q ;L�a51 �71:-4323 Copyright 2000 by Tondelli Engineer/rig: :Tampas• Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 10.0 FT2 MEAN ROOF HEIGHT = 12.0 FT DISTANCE, Z = 12.0 FT * ** DESIGN WIND LOADS - ASCE 7 -98 * ** Ab * ** COMPONENTS AND CLDN ; *; ; '.• • • • • •• Kh = 0.849 Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE 54.7 54.7 (psf) SUCTION -59.3 -73.2 (psf) • • • • ••• • • • • • • • • • DATE : 8/29/2002 • • • • • • • • • ••• ••• • • • • • • • ••• •• qh = 46.3 PSF qz = 46.3 PSF !P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 , -- 1BUILDING WIDTH = 25.0 FT 4 5 la 4 lb CORNER DISTANCE, a = 3.0 FT 1 GF CONSULTING ENGINEERS . • • ••• 13392 SW 128 STREET MIAMI, FL � ; �°�71� -4323 Copyright 2000 by Tondelli Engineering; • ?• A.; :Tardpg,. Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CT 1E . • t�G' • • • • ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 5.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 ■ 1.000 GCp ( -) -1.100 ' -1.400 ; PRESSURE 54.7 54.7 (psf) SUCTION -59.3 -73.2 (psf) al 4 • • • ...•• • • • •: • • • • DATE • 8/29/2002 • • • • • • • • • • • • • •• • ••• ••• ••• • • .. • • • • • ... .0 b qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT GF CONSULTING ENG;NE;RS. . . . ... 13392 SW 128 STREET MIAMI, FL V1136: X3:0; . 1y4323 Copyright 2000 by Tondelli Engineeril g4 • : Tampa.;. Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : WALL LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 24.0 FT2 MEAN ROOF HEIGHT = 12.0 FT DISTANCE, Z = 12.0 FT COMPONENTS AND CLADbNG.'�. * ••• • • • • Kh = 0.849 Kz = 0.849 WIND LOADS WALL AREA 4 - -- -r - a 4 a 4 5 •• • • • • • ••• •. GCp ( +) 0.933 0.933 GCp ( -) -1.033 1 -1.266 PRESSURE 51.6 51.6 (psf) SUCTION -56.2 -67.0 (psf) • • • • •• • • • • ; •; . ; ; DATE . 8/29/2002 • • . • • • • • • • • ••• ••• ••• • b qh = 46.3 PSF qz = 46.3 PSF IP = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 Copyright 2000 by Tondelli Engineer � .$ m Florida • • • ••• • • • • • • • • • • • • • • CUSTOMER : INSIGHT DESIGN "' ' ' ' • "' JOB NUMBER : O'NEIL RESIDENCE DATE : 8/29/2002 DESCRIPTION ROOF LOADS • • ••• • .. . . . • • • • • • • • • . • • • • • . • • • • * ** DESIGN WIND LOADS - ASCE 7' "* * *' • WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 = 3.00 : 12 (14.04 DEG) = 4.0 FT2 = 12.0 FT Kh = 0.849 = 12.0 FT Kz = 0.849 GCp ( +) 0.000 GCp ( -) PRESSURE(psf) VERT. COMP. HORIZ. COMP. SUCTION(psf) j -41.7 VERT. COMP. -40.4 HORIZ. COMP. -10.1 ■3 * ** COMPONENTS AND CLADDING * ** GABLE /HIP ROOF WIND LOADS a 3 1 -0.900 0.0 0.0 0.0 •• • • • •• ••• •• • • • • • • • •• • • • • • ••• .. ROOF AREA I 2 0.000 -2.200 0.0 0.0 0.0 P = qh[(GCp) - (GCpi)] GCpi = 0.00 qh = 46.3 PSF qz = 46.3 PSF 3 0.000 -3.700 0.0 0.0 0.0 - 101.9 - 98.9 -166.3 - 24.7 -41.6 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT • • • .• . :• • • • • • • • GF CONSULTING ENGINEFliS % . • 13392 SW 128 STREET MIAMI, FL 3313;6••'( O5} 971 .4323 Copyright 2000 by Tondelli Engineerin g' ;P•. :T npa, Florida • • A. • • . ... . • CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 100.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 a • • • • • • • • • • • •••. • ••. • ••. * ** DESIGN WIND LOADS - ASCE 7 -98 * ** • * ** COMPONENTS AND CLAQ12 N • • • • • • • • • • 2 1 '2 2 1 OOOO •• • • • • • ••• •• GABLE /HIP ROOF WIND LOADS GCp ( +) 0.300 0.300 GCp ( -) -0.800 -1.400 PRESSURE(psf) 1 22.2 VERT. COMP. 1 21.6 HORIZ. COMP.! 5.4 SUCTION(psf) , -45.4 VERT. COMP. I -44.0 HORIZ. COMP. -11.0 2 3 ROOF AREA 1 i 2 P = qh [ (GCp) - (GCpi) ] GCpi = ± 0.18 • •.• • . DATE : 8/29/2002 • 22.2 21.6 5.4 3 0.300 -1.400 22.2 21.6 5.4 - 73.2 t -73.2 - 71.0 -71.0 -17.8 -17.8 qh = 46.3 PSF qz = 46.3 PSF BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS • • • • •• • • • • . . • • GF CONSULTING ENGINEER •. • 13392 SW 128 STREET MIAMI, FL 3''(07-4 Copyright 2000 by Tondelli Engineerin, I & : :Florida • • • • • •••DA 8/29/2002 • . . . . • • • • • • • • ••• • • • * ** DESIGN WIND LOADS - ASCE 7 - 98 * ** * ** COMPONENTS AND CLA4I JCi "* :.. ••• • • • • • WIND VELOCITY = 146 MPH •• • • • • • ••• ••• EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 40.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 ' GCp ( +) 'a 1 aa 1 12 1 2.21 1 2 1 ,3 313 3 GABLE /HIP ROOF WIND LOADS ROOF AREA qh = 46.3 PSF qz = 46.3 PSF 1 1 2 3 0.380 0.380 0.380 GCp ( -) -0.840 PRESSURE(psf) 25.9 25.9 I VERT. COMP. 25.1 25.1 HORIZ. COMP. 6.3 6.3 - - - SUCTION(psf) -47.2 T -86.1 VERT. COMP. -45.8 -83.5 HORIZ. COMP. -11.5 -20.9 -1.679 -1.679 P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 25.9 25.1 6.3 - 86.1 - 83.5 - 20.9 J BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT • •. . . . . •. ■ • • .• • GF CONSULTING ENGINEERS,. , • • 3' ••• 13392 SW 128 STREET MIAMI, FL • 1.•$1•: (305):91; . - 4,323 Copyright 2000 by Tondelli Engineering, A� � CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 60.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 a * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLA4 IIVG .*': *;'. ;•• ••• • • GCp ( +) GCp ( -) PRESSURE(psf) VERT. COMP. HORIZ. COMP.: SUCTION(psf) VERT. COMP. HORIZ. COMP GABLE /HIP ROOF WIND LOADS 1 2i2 1 1 2 3, '3 �3 1 0.344 -0.822 - 46.4 - 45.0 - 11.3 • • ••• ••. • .DAJE . 8/29/2002 • . • • . . . . • • • • • • ••• • •. • • • • • • • ••• •• qh = 46.3 PSF qz = 46.3 PSF ROOF AREA 2 0.344 3 0.344 -1.555 r -1.555 24.3 24.3 ; 24.3 23.6 23.6 23.6 5.9 I 5.9 5.9 -80.4 -80.4 - 78.0 -78.0 - 19.5 -19.5 P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z • . to 40 : • . • • . • , • • GF CONSULTING ENGINNER ... •• • ••• 13392 SW 128 STREET MIAMI, FL 331'8 •'; (30 i)�37 % -4 23 • Copyright 2000 by Tondelli Engineering, ?.L. ; TImpa, CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS * ** DESIGN WIND LOADS - AS(E -98 * ** * ** COMPONENTS AND CLALIDIj41 err: :" •• • . • . • » • . •• • • • = 146 MPH = C = 2 = 1.00 = 1.00 = 3.00 : 12 (14.04 DEG) = 20.0 FT2 = 12.0 FT = 12.0 FT L a! GCp ( +) a ai 1 2,2 1 2 '3 3 GABLE /HIP ROOF WIND LOADS a Kh = 0.849 Kz = 0.849 1 0.440 GCp ( -) -0.870 PRESSURE(psf) . 28.7 VERT. COMP. 27.9 HORIZ. COMP. 7.0 SUCTION(psf) -48.6 VERT. COMP. -47.2 HORIZ. COMP.I -11.8 • • ••• •• DP, 8/29/2002 • • . • • • • • • • ••• ..• • •.. • • • . • • ROOF AREA 2 3 0.440 0.440 -1.889 -1.889 28.7 28.7 27.9 27.9 7.0 7.0 - 95.9 ~ -95 9 -93.0 -93.0 - 23.2 -23.2 P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 qh = 46.3 PSF qz = 46.3 PSF BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT .. ••••• • • • • • .• • GF CONSULTING ENGINE +TSi... '. . • ... 13392 SW 128 STREET MIAMI, FL :3.31. iii111)171: -4323 Copyright 2000 by Tondelli Engineering; • X73. : :Ta1pa1,. Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 GCp ( +) ! GCp ( -) a 13 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** COMPONENTS AND C Dp : *1•� :6' . °. •• • • • • • ••• ' * * * ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 10.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 1 PRESSURE(psf) ! VERT. COMP. HORIZ. COMP. SUCTION(psf) VERT. COMP. HORIZ. COMP. ala 1 ;2 2 1 - 3 3 GABLE /HIP ROOF WIND LOADS ROOF AREA 1 2 0.500 ! 0.500 -0.900 -2.100 31.5 30.6 7.6 - 50.0 -48.5 - 12.1 • • • • • • • • • •• • .jIATE : 8 /2 9 /2 0 02 • • • • • • • • • • • • • ••• ••• ••• • • • 31.5 30.6 7.6 -105.6 - 102.5 - 25.6 qh = 46.3 PSF qz = 46.3 PSF 3 0.500 -2.100 P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 31.5 30.6 7.6 - 105.6 - 102.5 - 25.6 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT . . . • • •' .•: ; • • • • GF CONSULTING ENGIIEi2S :L 13392 SW 128 STREET MIAMI, FL 33118'6; ` V 911 4323 Copyright 2000 by Tondelli Engineeriig,:B:A. : amga,,; CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 40.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 a 2 * ** DESIGN WIND LOADS - MCA 7 -98 * ** * ** COMPONENTS AND CLA.DDMG• -4 * • :" ." • • • • • .• • • • • •• • • ••• •• • GCp ( +) GCp ( -) 1 2 a a T PRESSURE(psf) VERT. COMP. HORIZ. COMP. SUCTION(psf) VERT. COMP. HORIZ. COMP. 2 3 3 3! 3 GABLE /HIP ROOF WIND LOADS 1 a 2 ROOF AREA 2 0.380 0.380 • • • • • • • • • DjI'E 8/29/2002 • • • • • • • • •l• -0.840 -1.679 -1.679 25.9 25.9 25.9 25.1 25.1 25.1 6.3 6.3 6.3 - 47.2 ; -86.1 -86.1 -45.8 -83.5 -83.5 - 11.5 -20.9 -20.9 P = qh[ (GCp) - (GCpi) ] GCpi = ± 0.18 qh = 46.3 PSF qz = 46.3 PSF 3 0.380 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT resnel E. e- P.E. Fla P.E. # 46618 • • ••• • • • • •• •• •• • • • •• • • • • • • • • • • • • • • • • • •• • • • CCDHEUILItRig•MACO[1.1E1ERS Mc. STRUCTURAL ENGINEERING • THRESHOLD & §IN,CIAL ilnPEgrION •• 513ECI:CERTIFIED PLANS EXAMINERS • • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • • • •• • • • •• ••• •• • • • • • • •• • • • • • ••• •S • STRUCTURAL CALCULATIONS FOR O'NEIL RESIDENCE ADDITION 1099 NE 99 Street. 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'--► 1 I 1 -. 1 - -- -- - , - -- - - -- f- - - -� r e, r = t,--1,-7-'---- -,.-r� -- 1 r— I 1 ! � I I I I ' i i I T I 1 1 L+. ; ; - /6 -3 I 1 I . i 1 I • • • • p • • • 1. • • _ _., • • • 1 • • • , • • • • . • • • • fa , 1 • • • 30* F5,f o • ••• ••••. • _• • r I • 1 • • • • 1 -• a 1 T — ii T T r • • , • • • 1 • • • • ! • • • • r • "1 - . • • • ! • • • I • * • -1-- ' -r-- : 1 , 7(4 • . • I.* ___41 I • 0 , 10 • • • • • • • • • • • • 1 • • • • • ! • • 1 • • • • • • • 1 • • F _T — H 1 7 r_ • • • • • • • 1 ! 1 - T T fl • I i 1 k 1 •, c; 8 — 7 1— . • •---- 1 , r e DI r Vs 1 7 1 7 ; ! — — r r I 1 j I i - -- - - -I L.H I i I r i i l r - j - - I 4 L • 1 , i I I I T ! � r t I 1 I I I r 1 r j I I' 1 r , -1 1 - 1 I r 1 t -, f � 1 I I ' 4 - 1 T___,- T _ I , 1 1 1 r I I -_ I I T 1 ' I I r T I 1 T 1 GF CONSULJINq GI�TE�RS. ... 13392 SW 128 STREET MIAVJ : F5, :33586: ;305)971-4323 Copyright 2000 by Tondelli E� gib ��� gin,. P A� Tampa, Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : WINDOWS LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z WIND LOADS WALL AREA 4 5 • GCp ( +) 0.820 0.820 i GCp ( -) -0.920 1 -1.039 PRESSURE. , 46.3 46.3 (psf) ' SUCTION -50.9 -56.5 (psf) !ai 4 5 a • • ••• • • • • • • • . • • • • • • • • • ••• ••• ••• • • * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * * * COMPONENTS GLAaD - • ••• • • • • •• • • •• • • • • • ••• . • = 3.00 : 12 (14.04 DEG) = 105.0 FT2 = 12.0 FT Kh = 0.849 qh = 46.3 PSF = 7.0 FT Kz = 0.849 qz = 46.3 PSF 4 b DATE : 8/29/2002 P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT GF CONSUL T INC • U GI • 13392 SW 128 STREET MIA I,: FL ;3 2 &g: :305) 971 -4323 Copyright 2000 by Tondelli PiA L Tampa, Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : WINDOWS LOADS * * WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z = 3.00 : 12 (14.04 DEG) = 65.0 FT2 = 12.0 FT = 7.0 FT GCp ( +) 0.856 GCp ( -) -0.956 PRESSURE 48.0 (psf) WIND LOADS WALL AREA 4 5 SUCTION -52.6 (psf) • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • • * ** DESIGN WIND LOADS - ASCE 7 -98 * ** COMPONENT • i174 0 ;''•* • • • • . • • •• • • • • • ••• •• Kh = 0.849 Kz = 0.849 0.856 -1.113 48.0 4 ib DATE : 8/29/2002 qh = 46.3 PSF qz = 46.3 PSF P = qh [ (GCp) - (GCpi) ] GCpi = ± 0.18 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIA1•, 1%1$6 971 -4323 Copyright 2000 by Tondelli Entfinpe -ix :P.i.: Tampa, Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : WINDOWS LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * * * COMPONENTS A4 CLADDNf••* *. • ••• • • • • •• • • • • •• • • • • • ••• ••• ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 65.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 GCp ( +) GCp (-) PRESSURE (psf) SUCTION (psf) • • • •• • • • • •• WIND LOADS WALL AREA 4 ; -- - - - - 0.856 0.856 -0.956 -1.113 48.0 48.0 • • • • ••• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • •• • • - -J -52.6 -59.9 DATE : 8/29/2002 qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 25.0 FT 51 la 4 b CORNER DISTANCE, a = 3.0 FT I 1 GF CONSULTING ENCIt Ef{S ••• •: •:• 13392 SW 128 STREET MIAMI, FL ;11.8i :.(3 5' 971 -4323 Copyright 2000 by Tondelli Engineering, •.A.. :Tampa, Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : WINDOWS LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCT 7• -9A *4: •• * ** = 3.00 : 12 (14.04 DEG) = 35.0 FT2 = 12.0 FT Kh = 0.849 = 12.0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.904 0.904 GCp ( -) - 1.004 -1.208 PRESSURE 50.2 50.2 (psf) SUCTION -54.8 -64.3 (psf) 4 COMPONENTS AND CIJADLINL : * :: :• '• a 4 • • • • • • • • • • • • • ••• ••• • • • • : : BATE . 8/29/2002 • • • • • • • • • •• • • • • • ••• •• • qh = 46.3 PSF qz = 46.3 PSF IP = gh[(GCp) - (GCpi)] ;GCpi = ± 0.18 - -- - - - 1 BUILDING WIDTH = 25.0 FT b CORNER DISTANCE, a = 3.0 FT GF CONSULTING ENGIS.EFR3 :• •: •�• 13392 SW 128 STREET MIAMI, FL 31 6 : (l©5;) ,71 -;1323 Copyright 2000 by Tondelli Engineeri?ig, . A4A.: :11am4a,:.Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : windows LOADS * ** * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 20.0 FT2 MEAN ROOF HEIGHT = 12.0 FT DISTANCE, Z = 12.0 FT GCp ( +) GCp ( -) PRESSURE (psf) SUCTION (psf) DESIGN WIND LOADS - ASCF . 7 -�8 *� •• •• COMPONENTS AND CLUDLIG: ; *; ; ;• • • • •• • • • • • ••• ••• Kh = 0.849 Kz = 0.849 WIND LOADS WALL AREA 4 5 0.947 0.947 -1.047 -1.294 52.2 52.2 -56.8 -68.3 _ _i 4 • • . ... . • . • • • • • • • DAT • • • • • • • • • qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] 1GCpi = ± 0.18 : 8/29/2002 BUILDING WIDTH = 25.0 FT bICORNER DISTANCE, a = 3.0 FT CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z GF CONSULTING ENLJWLORS 41 :. „ •�• 13392 SW 128 STREET MIAMI, FL: X 1$6 :. :3:)3)V7: -4323 Copyright 2000 by Tondelli Engineefing, Tampa., Florida * ** DESIGN WIND LOADS -.ASCE 7-9$ * ** COMPONENTS AND NaAMDII:G: : *: :. •• • • • • • •• • = 3.00 : 12 (14.04 DEG) = 15.0 FT2 = 12.0 FT = 12.0 FT WIND LOADS WALL 4 GCp ( +) 0.969 GCp ( -) I -1.069 PRESSURE ; 53.2 • (psf) SUCTION (psf) 4 -57.9 a' Kh = 0.849 Kz = 0.849 • 04146 ... • • AREA 5 0.969 -1.338 • • • • • • • • • • • : .BAT 8/29/2002 •• • • • ••• •• 53.2 -70.3 qh = 46.3 PSF qz = 46.3 PSF jP = qh[(GCp) - (GCpi)] iGCpi = ± 0.18 - T - (BUILDING WIDTH = 25.0 FT 4 b,CORNER DISTANCE, a = 3.0 FT GF CONSULTING ENGINE$ 3 ••• • • • ••• 13392 SW 128 STREET MIAMI, FL 321$8 :(3 ,i);n1: 4323 Copyright 2000 by Tondelli Engineering, :).4g• : T np4, :USTOMER : INSIGHT DESIGN TOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS * * * IND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 12.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 I GCp ( +) j 0.986 1 0.986 ' GCp ( -) -1.086 -1.372 PRESSURE 54.0 54.0 (psf) i SUCTION -58.6 -71.9 (psf) DESIGN WIND LOADS - ASgE 7 -98 * ** * ** COMPONENTS AND CLALIOIna * *••• ••• 4 = qh[(GCp) - (GCpi)] ; GCpi = ± 0.18 BUILDING WIDTH = 25.0 FT a; 4 b;CORNER DISTANCE, a = 3.0 FT • . : • •• • ;��A� : 8/29/2002 • • • • • • • • • •• • • • • • qh = 46.3 PSF qz = 46.3 PSF ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z GF CONSULTING ENGZNZE! ••• :• •: • :. 13392 SW 128 STREET MIAMI, FL : 33186 :4315117]:-4323 Copyright 2000 by Tondelli Engineering, :Tai p4,. Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCF. 7 - 9A *� •• * ** COMPONENTS AND C1AD=: *: ; ;• •• • • • • • •• • = 3.00 : 12 (14.04 DEG) = 10.0 FT2 = 12.0 FT = 12.0 FT WIND LOADS WALL AREA GCp ( +) 1.000 GCp ( -) -1.100 PRESSURE 54.7 54.7 (psf) SUCTION (psf) 4 4 5 -59.3 -73.2 Kh = 0.849 Kz = 0.849 1.000 -1.400 • • • • ... • • • •• riA • : TE : 8/29/2002 •• • • • •• • • • • •• • • • • • 4100 .. • • qh = 46.3 PSF qz = 46.3 PSF I P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 25.0 FT 4 b CORNER DISTANCE, a = 3.0 FT GF CONSULTING ENG::.NURr ••• �• •� .�. �� 13392 SW 128 STREET MIAMI, FL :33586 ,1(.101:-4323 Copyright 2000 by Tondelli Engineering; .4.4.: arrCpa;. Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE. 7,79q.*:.. •� * ** COMPONENTS AND CfADD.ZSI ; ; • •• • •• • • ••• • •• ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 5.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 WIND LOADS WALL AREA L 4 5 GCp ( +) 1.000 t 1.000 GCp ( -) -1.100 I -1.400 PRESSURE 54.7 54.7 (psf) SUCTION -59.3 -73.2 (psf) 1 - - -L • • • • ••• • • • • • •• . • : DATE : 8/29/2002 .• • • • • • • • • • • • • • . ••• ••• ••• • • qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 25.0 FT •5 a1 4 b CORNER DISTANCE, a = 3.0 FT GF CONSULTING EN�1NE1 ••• •: 13392 SW 128 STREET MIAMI, FL :33186 ;%VC:51471; 4323 Copyright 2000 by Tondelli Engineering; 4A4.: :Tarapa, Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : WALL LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCF 7 * �� •• * ** COMPONENTS AND CtivpiNG; *; ; ;• •• ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 24.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 ' SUCTION (psf) a 4 WIND LOADS WALL AREA 4 5 GCp ( +) 0.933 0.933 GCp ( -) -1.033 -1.266 PRESSURE 51.6 51.6 (psf) -56.2 -67.0 4 • • • • edge • • dg • • :: 0 : 8/29/2002 • • dg • dg • • e • ••• dgedg ••e • • • ee • • • • • ••• ee b qh = 46.3 PSF qz = 46.3 PSF IP = qh[(GCp) - (GCpi)] IGCpi = ± 0.18 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL• 3i3L8b . 005) -4323 Copyright 2000 by Tondelli Engineefiinp, ;P Ai ll Florida • • • • • • • • • ••• • • • • ••• CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE • • DESCRIPTION : ROOF LOADS • • • • •• • • . •• • • • •• ••• ••• • * ** DESIGN WIND LOADS - ASCE 7 -98 • * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 4.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 1 I - 2 -- — - 3 i GCp ( +) 0.000 0.000 0.000 GCp ( -) -0.900 -2.200 -3.700 PRESSURE(psf) 0.0 0.0 0.0 VERT. COMP. 0.0 0.0 0.0 HORIZ. COMP. 0.0 0.0 0.0 SUCTION(psf) -41.7 -101.9 -171.4 VERT. COMP. -40.4 -98.9 -166.3 HORIZ. COMP. -10.1 -24.7 -41.6 a ala! 2 1 2 2 1 COMPONENTS AND C. LADDING * ** • • • • •• ••• GABLE /HIP ROOF WIND LOADS a 1 - ' P = qh[(GCp) - (GCpi)] GCpi = 0.00 3 • • •• • • • ROOF AREA • ••• • • • • • • • • • * *I • • • • • • • • .. ••• • • • • • • DATE : 8/29/2002 qh = 46.3 PSF qz = 46.3 PSF BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT WIND VELOCITY = EXPOSURE CATEGORY = BUILDING CATEGORY = IMPORTANCE FACTOR = Kzt = ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL :40164, F 30.5) 9,71 - Copyright 2000 by Tondelli Engineering; z.14: air+pa�, Florida • • • • • • • • • • • • • CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS • ••• • •• ••• • • • • • • • . • • • �• • • • • • • • • . DESIGN WIND LOADS - ASCE 7 -98 * * * •• * ** COMPONENTS AND CLADPING * ** • ••• • • • • •• '• 146 MPH : :: : : :'• •• • • • • • ••• •• C 2 1.00 1.00 = 3.00 : 12 (14.04 DEG) = 100.0 FT2 = 12.0 FT = 12.0 FT l '3', GCp ( +) GCp ( -) PRESSURE(psf) VERT. COMP. HORIZ. COMP. SUCTION(psf) VERT. COMP. HORIZ. COMP. * ** .a1 1 2 2' GABLE /HIP ROOF WIND LOADS 1 Kh = 0.849 Kz = 0.849 1 0.300 -0.800 22.2 21.6 5.4 - 45.4 -44.0 - 11.0 ROOF AREA 2 0.300 r - 73.2 - 71.0 - 17.8 P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 • • DATE : 8/29/2002 qh = 46.3 PSF qz = 46.3 PSF 3 0.300 I 1 -1.400 -1.400 22.2 22.2 21.6 21.6 5.4 5.4 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT f ii GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL :.33 86' .).71-4323 Copyright 2000 by Tondelli Engineering :Tampa, Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS • • • • • WIND VELOCITY = 146 MPH •• ••• • ••• • EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 40.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 GCp ( +) PRESSURE(psf) VERT. COMP. HORIZ. COMP. ' SUCTION(psf) VERT. COMP. HORIZ. COMP. a� - - -- �aa� -- .a • 3 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * * * COMPONENTS AND CIA JIING. * :: ... •• • •• . . . . . • GCp ( -) -0.840 -1.679 -1.679 1 2 2 1 2$ GABLE /HIP ROOF WIND LOADS 1 0.380 25.9 25.1 6.3 - 47.2 -45.8 - 11.5 • .•••••• •... • •• • ••• • •• • • •• •ATE . 8/29/2002 • ••• ••• ••• • • ROOF AREA 2 3 0.380 0.380 25.9 25.9 25.1 25.1 6.3 6.3 P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 qh = 46.3 PSF qz = 46.3 PSF -86.1 4 86.1 -83.5 -83.5 -20.9 -20.9 i BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL :.3��$�O� .'(.305).47 Copyright 2000 by Tondelli Engineering, �.A :Ta1pa, Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDLNG. *4: ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 60.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 GCp ( +) GCp ( -) PRESSURE(psf) VERT. COMP. HORIZ. COMP. 3 GABLE /HIP ROOF WIND LOADS 1 2;2 1 12, 3'13. 13, L 1 0.344 -0.822 • • ••• • • • • ••• ••• ••• •• • • •• •HATE : 8/29/2002 • • • • • • • • • • • ••• ••• ••• • • • •• • • • • • ••• •• ROOF AREA 2 0.344 -1.555 ••• •• • • qh = 46.3 PSF qz = 46.3 PSF 3 • l 0.344 -1.555 24.3 i 24.3 24.3 23.6 I 23.6 23.6 5.9 i 5.9 5.9 SUCTION(psf) -46.4 -80.4 -80.4 VERT. COMP. -45.0 -78.0 -78.0 HORIZ. COMP. -11.3 -19.5 -19.5 a aia: Ja t__ E P = qh[ (GCp) - (GCpi) ] GCpi = ± 0.18 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FLi• ▪ 3 . 1 ••• • 0 • 97'1 -4323 Copyright 2000 by Tondelli T$mila, Florida • ••• CUSTOMER : INSIGHT DESIGN JOB NUMBER O'NEIL RESIDENCE • . '. .: ▪ "BATE 8/29/2002 DESCRIPTION : ROOF LOADS • ' ' • ••• ••• •• • • • WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND clAltDpiE t* :•• •• • ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 20.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 GCp ( +) GCp ( -) PRESSURE(psf) 28.7 28.7 VERT. COMP. 27.9 27.9 HORIZ. COMP. 7.0 7.0 SUCTION(psf) -48.6 ' -95.9 VERT. COMP. -47.2 -93.0 HORIZ. COMP.1 -11.8 -23.2 ai a ai ja 21 1 2 2 1 3 '3 3 2 • • • • •• • • • • • ••• •• GABLE /HIP ROOF WIND LOADS ROOF AREA 1 2 11 - -3 -- 0.440 ' 0.440 0.440 -0.870 -1.889 -1.889 -95.9 -93.0 -23.2 P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 qh = 46.3 PSF qz = 46.3 PSF 28.7 27.9 7.0 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, AL .:33 '86'• {43411,1-4323 Copyright 2000 by Tondelli Engincerirg:, raipa, Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z _ GCp ( +) GCp ( -) * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** PRESSURE(psf) VERT. COMP. HORIZ. COMP. SUCTION(psf) VERT. COMP. HORIZ. COMP. al a . 1 212' 1 COMPONENTS AND C.LALZDING•d *t•• •• = 3.00 : 12 (14.04 DEG) = 10.0 FT2 = 12.0 FT = 12.0 FT GABLE /HIP ROOF WIND LOADS a ,31 Kh = 0.849 Kz = 0.849 31.5 30.6 7.6 - 50.0 - 48.5 - 12.1 • • ... • • • • .. • • ▪ .• ••; DATE : 8/29/2002 • • • • • • • • • • • • • • • . • • . • ••• .•• • ••• • • • • • • • • • • • • • • • •• • • • • • ••• • • 1 2 3 0.500 0.500 0.500 -0.900 -2.100 -2.100 ROOF AREA 31.5 30.6 7.6 • qh = 46.3 PSF qz = 46.3 PSF 31.5 30.6 7.6 - 105.6 -105.6 - 102.5 ' -102.5 -25.6 -25.6 P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT GF CONSULTING ENGINEERS • • ••• • • • ••• 13392 SW 128 STREET MIAMI, F4% :(V40:9T1 -4323 Copyright 2000 by Tondelli Enginedridg,: P:�2 Tam4a, Florida • .•••.•• •.• CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE • . • .: ":DATE 8/29/2002 • DESCRIPTION : ROOF LOADS • • • • • • • • • ••• ••• ••• • • * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND pwipI I ; ; *••• •••• • ••• . . . . .• • • • • WIND VELOCITY = 146 MPH •• • • • • • ••• •• • EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 40.0 FT2 MEAN ROOF HEIGHT = 12.0 FT DISTANCE, Z = 12.0 FT GCp ( +) GCp ( -) a 2 PRESSURE(psf) VERT. COMP. HORIZ. COMP. SUCTION(psf) VERT. COMP. HORIZ. COMP. a al r I 1 2 2 1 3 3 Kh = 0.849 Kz = 0.849 GABLE /HIP ROOF WIND LOADS a 25.9 25.1 6.3 - 47.2 - 45.8 - 11.5 ROOF AREA 0.380 0.380 -1.679 -1.679 25.9 25.9 25.1 25.1 6.3 6.3 -86.1 -83.5 -20.9 P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 qh = 46.3 PSF qz = 46.3 PSF - 86.1 - 83.5 - 20.9 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • L`-'�.J D[ o C CD IN S U L IFTI V VIg LJ V \x.1 0 LJ V I• tE O n c. ® STRUCTURAL ENGINEERING • THRESHOLD & SPECIVI SPE ipq :• SBcCI,CE PLANS EXAMINERS • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • • FOR •• • • • •• ••• •• • • • • • • • •• • • • • • • •• STRUCTURAL CALCULATIONS O'NEIL RESIDENCE ADDITION 1099 NE 99 Street. 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T , - ',1 f t 1 j —: — (._ _ I j t - I I I I � + 1 I ! , I 1111 - r- i f —T- — 1 - r �- i T `- i --r -T - i 1 7 ----- ; -_ __ i - -�- -F- _• r - - ' -- - _ r r I I f ! - � f I r r • • , r ■ r F ( r 7 r t ( I 1 ` � -r � _ t I 1 r C l f ( i 7 1 I / ; I T 1 1 -f _r�� r i 1 1 - ( I -f- '1' ( 13392 Copyright CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : WINDOWS LOADS WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z • • • GF CONSULTINGL,E=IttIRVr. • SW 128 STREET MIAMI, :FL : 3131$'6 1 (3V.W1 -4323 2000 by Tondelli Engiree rihtf, P.A. Tampa, Florida * ** DESIGN WIND LOADS •• -• ASCE• 7 . : * * * ** COMPONENTS AND•�LAD�1N1r:' * . • • = 146 MPH = C = 2 = 1.00 = 1.00 = 3.00 : 12 (14.04 DEG) = 105.0 FT2 = 12.0 FT = 7.0 FT GCp ( +) GCp (-) PRESSURE. (psf) ai 4 4 0.820 -0.920 46.3 Kh = 0.849 Kz = 0.849 SUCTION -50.9 -56.5 (psf) a 4 • • •• • • • • • • • • • • • • • • DATE 8/29/2002 • • ••• 5 0.820 -1.039 46.3 b qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT • ••• • t• •• • GF CONSULTINL • 13392 SW 128 STREET MIAMI, F4 33 E 6: (0;1971-4323 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : WINDOWS LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 �•• •• * ** DESIGN WIND LOADS••- •A C ' $• * * ** COMPONENTS AND•c1rALIIIIICi•: $* • • • • • • ••• •• • •• • • ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 65.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 qh = 46.3 PSF DISTANCE, Z = 7.0 FT Kz = 0.849 qz = 46.3 PSF a WIND LOADS 4 WALL AREA 4 5 GCp ( +) 0.856 0.856 GCp ( -) -0.956 -1.113 PRESSURE 48.0 48.0 (psf) SUCTION -52.6 -59.9 (psf) a 4 • • •• •• • • • • • • • • • • • • • •• ••• • ••• • • • • • • • • • • • • • DATE : 8/29/2002 P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 l - BUILDING WIDTH = 25.0 FT b CORNER DISTANCE, a = 3.0 FT • • ... • GF s : . •: • 13392 SW 128 STREET MIAMI, :F 331•�� ; (3:051•971 -4323 Copyright 2000 by Tondelli Engir,eefi Tampa, Florida •• CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : WINDOWS LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ••• .. * ** DESIGN WIND LOADS .. MC'.71 98;; *•• * ** COMPONENTS AND *: • • • ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 65.0 FT2 MEAN ROOF HEIGHT = 12.0 FT DISTANCE, Z = 12.0 FT GCp ( +) GCp (-) PRESSURE (psf) SUCTION (psf) a 4 5 WIND LOADS WALL AREA 4 0.856 -0.956 48.0 -52.6 Kh = 0.849 Kz = 0.849 a 4 . • ••. .. • • • . • • • ••• DATE 8/29/2002 ... ••• 5 0.856 -1.113 48.0 -59.9 qh = 46.3 PSF qz = 46.3 PSF P = qh[ (GCp) - (GCpi) ] GCpi = ± 0.18 Y>j - 1BUILDING WIDTH = 25.0 FT b'CORNER DISTANCE, a = 3.0 FT 1__ • . ••• • ••• • GF CONSULTINi• p•IIIG4NE $S: •• 13392 SW 128 STREET MIAMI„ FL1 .148t: (305) -4323 Copyright 2000 by Tondelli Engiieering, P.A. Tampa, Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : WINDOWS LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS,' 2 98•• * * *. * ** COMPONENTS AND 'GL ; . .- *; ..• ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 35.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 WIND LOADS �- -- - - - - WALL AREA - -- 4 5 GCp ( +) 0.904 0.904 GCp ( -) -1.004 -1.208 7 -_ - PRESSURE 50.2 50.2 (psf) SUCTION -54.8 (psf) •.• • • ' • ' • •. ••. • • • '• •• DATE . 8/29/2002 • ••• -64.3 4 5 !a 4 b qh = 46.3 PSF qz = 46.3 PSF P = qh [ (GCp) - (GCpi) ] GCpi = ± 0.18 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT • ••• •• •• •• ... ' %1 � GF CONSULTING •EjV INtEkl ; • • ; lL 13392 SW 128 STREET MIAMI, iL '3,]$6..(30'5/171 -4323 Copyright 2000 by Tondelli Engin6ering, P.A. Tampa, Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : windows LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 •.. •.. * ** DESIGN WIND LOADS •A$CE. -9$ • ** •• * ** COMPONENTS AND C7,ADIII1 rt*••• •.• ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 20.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 GCp ( +) GCp ( -) - i PRESSURE (psf) SUCTION ( WIND LOADS WALL AREA a� 4 15 4 5 0.947 i 0.947 -1.047 ' -1.294 52.2 52.2 -56.8 -68.3 _ • •.. • • • ••. • • •. • • • • • • • • • • DATE 8/29/2002 . • •. •• qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 -- 'BUILDING WIDTH = 25.0 FT b1CORNER DISTANCE, a = 3.0 FT • • ••• GF CONSULTIN • £SIG :NIWZ ••: • 13392 SW 128 STREET MIAMI: 14446: C:8(3 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 .. ... .•• * ** DESIGN WIND LOAD S••- ;A;S 3-��$. * *•k * ** COMPONENTS AND•CtAbIlIrI�' * 4 • •.' ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 15.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 4 5 GCp ( +) 0.969 0.969 GCp ( -) I -1.069 [ -1.338 PRESSURE 1 53.2 53.2 (psf) SUCTION (psf) ia' 4 5 WIND LOADS WALL AREA -57.9 • ••• • • • .. • • • • • • • • •;• '.• ••• DATE 8/29/2002 ••• ... •• • -70.3 qh = 46.3 PSF qz = 46.3 PSF jP = qh[(GCp) - (GCpi)] GCpi = ± 0.18 - - I BUILDING WIDTH = 25.0 FT a 4 lb CORNER DISTANCE, a = 3.0 FT GF CONSULTING EtiQS:\IELRS • • : 13392 SW 128 STREET MIAMI, F4 33186; (305' 9 ;2 -4323 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida ▪ •. • •' • • • • ' • • • •• • '•' • •BATE : 8/29/2002 ••. ..• • . :USTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS MIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 • • • • * ** DESIGN WIND LOADS - • •ASp$ w .9� ; *:k.* • • * ** COMPONENTS AND CII4DV ; *; : � •• •• •• • • • • • ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 12.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 GCp ( +) GCp ( -) rPRESSURE (psf) SUCTION (psf) WIND LOADS WALL AREA 4 5 0.986 0.986 -1.086 -1.372 54.0 54.0 -58.6 -71.9 qh = 46.3 PSF qz = 46.3 PSF !P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 - !BUILDING WIDTH = 25.0 FT i a . 4 5 a 4 1b ; CORNER DISTANCE, a = 3.0 FT !- ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FI,1•.•331:86 :: ( QSB 9r1 -4323 Copyright 2000 by Tondelli T'arn a, Florida . . ... . . . . .. CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND ptAJ : * :.. ••• = 3.00 : 12 (14.04 DEG) = 10.0 FT2 = 12.0 FT = 12.0 FT 4 Kh = 0.849 Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE 54.7 54.7 (psf) SUCTION -59.3 -73.2 (psf) •• •'. ":DATE : 8/29/2002 • • • • • • • • • • • • • • • • • ••• ••• ••• • • • 1•• . . . . .• • • • •• • • • • • ••• • • qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] 'GCpi = ± 0.18 -- H BUILDING WIDTH = 25.0 FT 4 b CORNER DISTANCE, a = 3.0 FT 7 .1 GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI F• . •� 3 �1EE'• (Q) 9;1 9. � 8 • � . 1 -4323 Copyright 2000 by Tondelli 1a4a, Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 5.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 * ** DESIGN WIND LOADS - ASCE 7 - 98 * ** * ** COMPONENTS AND .C1J:DVW ;''; ••• • • • • • • WIND LOADS WALL AREA 4 I 5 GCp ( +) 1.000 1 1.000 GCp ( -) , -1.100 ; -1.400 PRESSURE 54.7 54.7 (psf) SUCTION -59.3 ! -73.2 (psf) • • •• •'• ".DATE . 8/29/2002 • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • • •• • • • • • ••• •• qh = 46.3 PSF qz = 46.3 PSF P = qh [ (GCp) - (GCpi) ] GCpi = ± 0.18 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, F�,•.• 3x8E : 03041) 9;11 -4323 Copyright 2000 by Tondelli Engine�rig�. p.'A : Lama, Florida . ....... ... CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : WALL LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 - 98 * ** * ** COMPONENTS AND • LFsDVIpi :*; ••• = 3.00 : 12 (14.04 DEG) = 24.0 FT2 = 12.0 FT = 12.0 FT GCp ( +) GCp ( -) PRESSURE (psf) SUCTION (psf) Kh = 0.849 Kz = 0.849 WIND LOADS WALL AREA 4 0.933 -1.033 51.6 -56.2 5 0.933 -1.266 51.6 -67.0 l a 4 i5 al 4 I I ! •'• •'• •• ":DATE : 8/29/2002 • • • • • • • • • • • ••• . • • ••• • • • • ••• • . . . .• • • • •• • • • • • ••• •• b qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 Copyright 2000 by Tondelli Enginie,i ng, P +Pip.•iTainpa, Florida • • • •. . • • • • • • • • • • • • • • • CUSTOMER : INSIGHT DESIGN • "' • • • • "' JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS • ••• • * ** DESIGN WIND LOADS 2 - •7,SCE• 7 *•k* • WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 4.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 3 GCp ( +) GCp ( -) * ** COMPONENTS AND CLADDING * ** GABLE /HIP ROOF WIND LOADS PRESSURE(psf) 0.0 VERT. COMP. 0.0 HORIZ. COMP. 0.0 SUCTION(psf) -41.7 VERT. COMP. -40.4 HORIZ. COMP. -10.1 - -7 -. .a a;a a 1 � i 1 '2 2 1 ;2, 1 0.000 -0.900 .. • • • •. ••• .. • • • • • •• • • • • • ••• • • ROOF AREA 2 I 3 0.000 -2.200 0.0 0.0 0.0 - 101.9 - 98.9 - 24.7 P = qh[(GCp) - (GCpi)] GCpi = 0.00 qh = 46.3 PSF qz = 46.3 PSF 0.000 -3.700 0.0 0.0 0.0 - 171.4 -166.3 - 41.6 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT DATE : 8/29/2002 GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL 33.86 • (30,5) • 71 -4323 Copyright 2000 by Tondelli Enging•„ P yA;•.•Tai tpa, Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS * ** * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 i2 3 GCp ( +) GCp ( -) DESIGN WIND LOADS • ASC ''' 8 * ** • PRESSURE(psf) VERT. COMP. HORIZ. COMP. SUCTION(psf) VERT. COMP. HORIZ. COMP. la; .a;a 1 2 2 1 COMPONENTS AND CLADDING * ** ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 100.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 GABLE /HIP ROOF WIND LOADS ROOF AREA 1 I 2 _ 0.300 0.300 -- 3 3 -0.800 • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• -1.400 qh = 46.3 PSF qz = 46.3 PSF 3 0.300 -1.400 22.2 21.6 5.4 - 73.2 -71.0 - 17.8 P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 2 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT DATE : 8/29/2002 GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, F. . :3' 86.•. (:a0 ,5) 9 71 -4323 Copyright 2000 by Tondelli EngineQriig i R. .1, ''I•am a, Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 40.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** GCp ( +) 0.380 GCp ( -) PRESSURE(psf) VERT. COMP. HORIZ. COMP. SUCTION(psf) VERT. COMP. HORIZ. COMP. ! alai la .2 1 2 21 1 2 .3 ;3 3 L � COMPONENTS AND CjADpING ;* ••• •• GABLE /HIP ROOF WIND LOADS • • •S•• • • •• • • ...DATE : 8/29/2002 • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • • . ••.•••• • • • • • • • •• • • • • • ••• •• ROOF AREA 1 2 3 P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 qh = 46.3 PSF qz = 46.3 PSF 0.380 0.380 -0.840 I -1.679 -1.679 ! 25.9 25.9 25.9 25.1 25.1 25.1 6.3 6.3 6.3 - 47.2 1 -86.1 -86.1 - 45.8 -83.5 -83.5 j - 11.5 -20.9 -20.9 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, F. ,330,6. (A0:) 9y1 -4323 Copyright 2000 by Tondelli Enginearagi P:..Ai 'TamQa, Florida • • ••• • • • • ••• CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 60.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 * ** DESIGN WIND LOADS - ASCE 7 - 98 * ** * * * COMPONENTS AND Cl,ADDIqG •.* ;•• •• GCp ( +) GCp ( -) -0.822 PRESSURE(psf) 24.3 VERT. COMP. 23.6 HORIZ. COMP.' SUCTION(psf) VERT. COMP. HORIZ. COMP. jai ava: ,a' - .4._ �3 , 3 3; I 1_- -- GABLE /HIP ROOF WIND LOADS • 1 -46.4 - 45.0 - 11.3 • • • • • • • .• • • • • • • • • • • • • • • • • • • ••• ••• ••• • • • • • • • . • • • • • • ••• •• ROOF AREA 2 3 - 80.4 - 78.0 - 19.5 P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 • ...DATE : 8/29/2002 qh = 46.3 PSF qz = 46.3 PSF 0.344 0.344 j 0.344 -1.555 -1.555 24.3 i 24.3 H 23.6 23.6 5.9 5.9 5.9 - 80.4 -78.0 - 19.5 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, ,. 3 3 8f i(..141 '71 -4323 Copyright 2000 by Tondelli Engin4ertng:, I';Ar raMpa, Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS • • .. • • • • •. . • • • WIND VELOCITY = 146 MPH •• • • • • • ••• ••• EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 20.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 GCp ( +) * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND 4L!�DDI•NG•• * *o• •• . • • • •• . •. . . GABLE /HIP ROOF WIND LOADS I _ _ 1 0.440 GCp ( -) -0.870 PRESSURE(psf) 28.7 VERT. COMP. 27.9 HORIZ. COMP. 7.0 SUCTION(psf) VERT. COMP. HORIZ. COMP.' a al 21 1 2 2; 1 - 48.6 - 47.2 - 11.8 • • ••• • • • • ••• • • • • • • •.. .'. ": DATE 8/29/2002 • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • • ROOF AREA 2 0 440 28.7 27.9 7.0 - 95.9 - 93.0 - 23.2 P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 qh = 46.3 PSF qz = 46.3 PSF 3 0.440 -1.889 28.7 27.9 7.0 -95.9 - 93.0 - 23.2 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, ;FI.; fvlei :.(4113: Copyright 2000 by Tondelli Engineeiiig,:.L .17 :Tampa, Florida CUSTOMER : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 10.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 12.0 FT Kz = 0.849 a� ;3 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** 1 1 12 ; a [a ,3 3 COMPONENTS ANQ.CJ 4DQIN� *, * *.; •• • • . • . • • GABLE /HIP ROOF WIND LOADS GCp ( +) GCp ( -) -0.900 PRESSURE(psf) 31.5 VERT. COMP. 30.6 HORIZ. COMP. 7.6 SUCTION(psf) -50.0 VERT. COMP. -48.5 HORIZ. COMP. -12.1 a 3 1 0.500 • • .. • • • • • ••• • • • ••• • • • • • • • . • • • • • • • • • • • • •• ••• • •• • • •• • • • • • • •• ROOF AREA 2 0.500 -2.100 31.5 30.6 7.6 - 105.6 - 102.5 - 25.6 P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 DATE : 8/29/2002 qh = 46.3 PSF qz = 46.3 PSF 3 0.500 -2.100 - 31.5 30.6 7.6 - 105.6 - 102.5 -25.6 1 2 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT CUSTOMER 13392 Copyright WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z : INSIGHT DESIGN JOB NUMBER : O'NEIL RESIDENCE DESCRIPTION : ROOF LOADS GF CONSULTING ENGINEERS SW 128 STREET MIAMI, E' • ;3 1E : Ef,34 5j 71 -4323 2000 by Tondelli Engineer :n4, . ;Ta2npa, Florida • • ••• • • • •... * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND•EIIADDINO•: : *• .•• = 146 MPH = C = 2 = 1.00 = 1.00 = 3.00 : 12 (14.04 DEG) = 40.0 FT2 = 12.0 FT = 12.0 FT GCp ( +) GC - GCp ( ) fl PRESSURE (psf ) VERT. COMP. HORIZ. COMP. SUCTION(psf) VERT. COMP. HORIZ. COMP. a 2 aia! a I 1 2 2 Kh = 0.849 Kz = 0.849 • • • ... •. • •. • • • • • • • • • . • • • • • • • • • • • • • • ••• ••• •.. • • • . •• • • • • •• • • • • • • • • • • ••• .. GABLE /HIP ROOF WIND LOADS 1 3 3! --'- L 2 25.9 25.1 6.3 -47.2 - 45.8 - 11.5 ROOF AREA 1 2 r 3 0.380 0.380 r 0.380 -0.840 -1.679 -1.679 -86.1 -83.5 -20.9 25.9 25.9 25.1 25.1 6.3 6.3 P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 DATE : 8/29/2002 qh = 46.3 PSF qz = 46.3 PSF - 86.1 - 83.5 - 20.9 BUILDING WIDTH = 25.0 FT CORNER DISTANCE, a = 3.0 FT B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 12025C 9 3 J 7/17/95 312194 - X N/A f CITY MIAMI SHORES FEDERAL EMERGENCY MANAGEMENT AGENCY C . 0 . R . 8. 0 5 NATIONAL FLOOD INSURANCE PROGRAM 3/6/03 LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( ##° - ##' - =.##" or ##.#ti###' ADDRESS 3742 WEST 12 AVE Cl/.PsIATI IOC ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME JOHN C. ONEIL AND CRISTINE A. ONEIL ORDER NO.: 0303 -104 BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1099 NE 99'" STREET STATE FL ZIP CODE 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 15, BLOCK 178 OF REVISED PLAT OF TRACTS 178B, 178C, 179A, 179B, 179C, 180A, AND N 12 1800 OF REV PLAT OF MIAMI SHORES SEC 8 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL ❑ NAD 1927 ❑ NAD 1933 SOURCE: ❑ GPS (Type): USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER CITY OF MIAMI SHORES 120652 B2. COUNTY NAME MIAMI -DADE 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) a) Top of bottom floor (including basement or enclosure) 10. 36 ft.(m) b) Top of next higher floor N/A ft.(m)'`` c) Bottom of lowest horizontal structural member (V zones only) N/A . _ft.(m) d) Attached garage (top of slab) 7. 93ft.(m) e) Lowest elevation of machinery and/or equipment servicing the building 7 . 96.ft.(m) f) Lowest adjacent grade (LAG) 7 . 3ft.(m) g)-Highest adjacent grade (HAG) 7. 9ft:(m) h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N' i) Total area of all permanent openings (flood vents) in C3h N/A sq. in. (sq. cm) CITY HIALEAH IIATC SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION TCI CounmC O.M.B. No. 3067 -0077 Expires July 31, 2002 For Insurance Company Use: Policy Number Company NAIC Number C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under TE Finished Construction *A new Elevation Certificate will be required when construction of the building is cortiplete. • C2. Building Diagram Number 1 (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'br 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/A0 Complete Items C3a -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 3250 Does the elevation reference mark.used appear.on.the FIRM? ❑ Yes ® No 3/6/03 (305) 824 - 0040 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. 1 understand that any false statement may be punishable by fine or imprisonment under 1 8 . U. S. Code, Section 1001. CERTIFIER'S NAME WALTER E. VENEGA LICENSE NUMBER 3106 TITLE PROFESSIONAL LAND SURVEYOR COMPANY NAME CARIBBEAN LAND SURVEYORS, INC. 3106 3 STATE ZIP CODE FL 33012 For Insurance Company Use: Policy Number Company NAIC Number 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. 1099 NE 99 STREET CITY STATE ZIP CODE MIAMI SHORES FL 33138 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 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 (including basement or enclosure) of the building is _ ft.(m) _ in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. 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. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's 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, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE COMMENTS G4. PERMIT NUMBER G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _ LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) TITLE TELEPHONE DATE _ft.(m) . _ ft.(m) ❑ Check here if attachments ❑ Check here if attachments The local official 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 applicable item(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 to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED Datum: Datum: ❑ Check here if attachments JOB D iUei// ` ior9 /Ve 99 Sf T Oi R_v t : S�i • COL,:T?ON Ad /icy► is -ale- Nlax. $1 (eel. ,d/ lvliJk red Sec, '4 -o1 /ea. s 1 a PAGE LOCATION Mate Mam- c I;u� o /' ' -2)• D &ft evi ea .a e 71 e wi�dew rn f E & 2 6 5 P /4 TKdc:c, /e Gam- cult /el uri deers ern e , imi." el e va. sh an 1/5 S j� l5 Nof5lle e Need Soh /4 ' Lv1 co4Gr. -in- ( Arch; ,tec1- ai ria fo he 1 T8T NCZ * * * * *fl NO „OZ,TO 0 'E 8 3WIl 39tid 350d 3000 id101 XB'Xl 38015 5 /ti / 7'i e Spy hen He r 0-2; roe( /oodr pteSSio (� EN�lN eih /eee. * ** 180d38 NOISSIWSNd I * ** Ds 3/26 /03 25 % . o 8 Ex arga:, -: .. d rei n 7 o ;-c r r� J e 1-e el/Ice'or,en /5 - of )ti A.c. Dedroas �us� 046 — /h d- a- 71 e"- cvGrc64,. pressures � coipTdo*.'- 1 ne55' riVrA • ®t vev^ /real i�eihf j as e . x cepf . by scale, A / Zit del, , of . 4tia 0.01 ,-e h o /'ti S ��s., Ch c( - Record f& 2 4 . / i4 ;4 f e Tr f /c ,(3/eck awl Ski ee FS, =39dd 8021213 5961757950£6 Xi 90:£T T£ /£0 OL5 31,1I1 '°N N0I 1d001 MOW 18ti.S 31 I d -- •-- =83WI1 8L6899L90£:XC3 ---- 39ti11Il1 S380HS - IWW W:QI LO:£T £0, T£ /£0 3WIl 1NI8d J0= T i2= . OF F�:vc - M w : CO! _,GLOM (f� Ad » " is /4a • �f (let. ,° /e e�i -'lie re/e g4-40/.2 /ea,57° rn ES2 p. . Jodie ;Je ca- d-4201 074- D / e p i 1/s -3, 5 i� 15 t4ofsh® g Need Gfizu1I spdA /6' Gel Ari4i I ecT Gllrl no, le. be PAGE :OG:27.ai D A/ei// /0 r9 /t/E" 99 5/ 114rne - e/ :0/ add S -2 )- De1M evc ce ef# 2,3 Z.137 e wtodei.Af ES re p r-� ee-c /ct/ed w��d s/ 4i Al le 5p'-' vi en Merl ter , s - z;. r o a� /ozd/ �ressi� (1 Enil vi eer 2 f .OT l i /: 4 d ee i'1 e xIsi1, r rey6r/tew.ei fret Ghed. ibl Au- Oedroakis evtf- Yess ur es v€r c l o-&/5 ne55 reto. 3A6/03 rGld3 et ve‘4/ca .. � --e a-S . h y Sc�1c. ex cep / a 1Zu deed iea.m wiz/ /d /Keyii bdh 5I 4W Che k de$)914, o - Record /la 41 # . bee, re e 721/e a/eA4.. of ail .: �i eef4, .A 3401.8.2 Additions 3401.8.2.1 Any addition or alterations increasing the floor area of the building, shall meet the requirements of this section. For purposes of this section, whether an addition falls within the stated percentages shall be cal- = based on the cumulative increase of the build- = during the course of one calendar year. 3401.8.2.2 All except Group R3 occupancies shall comply with the following: F. 3401.8.1.2 The requirements of this section shall not - supersede specific requirements of the code for con- struction in Fire Zones. F. 3401.8.2.2.1 When additions, or alterations increas- ing floor area, are made to an existing building, and the addition and existing building tre =separated by a fire rated wall, as defined in Section 204, the .addi- tion shall conform to all the requirements of the code applicable to a building of the area of the addition. 3401.8.2.2.2 Where the existing building and the addition are not separated by a fire rated wall and the area of the addition is 25 percent or more of the area of the existing building, the existing building and the addition shall be made to comply with all requirements of the code for a building of area equal to the combined area for the addition and existing building. 3401.8.2.2.3 Where the existing building and the addition are not separated by a fire rated wall or where the addition is vertically superimposed on an existing building, and the area of the addition is less than 25 percent of the area of the existing building, the following requirements shall apply: 1. The addition shall conform to all requirements of the code applicable to a building having the combined area and height of the existing building and the addition. 2. The existing building shall conform to all requirements of the means of egress for a building of the combined area and height of the addition and the existing building. 3. An approved detection, alarm and communi- cations system, detecting products of combus- tion, shall be required for all public areas and means of egress within the existing building. 3401.8.2.3 Group R3 Occupancies shall comply with the following: 3401.8.2.3.1 When additions, or alterations increas- ing floor area, are made to an existing building and the addition constitutes 25 percent or more of the area of the existing building, the addition shall be made to comply with all the requirements of the code and the existing building shall comply with the following: FLORIDA BUILDING CODE - BUILDING 3401.8.1.2 - 3401.8.3.1 1. Impact resistance devices having a valid NOA shall be installed at openings to provide pro- tection against storms. 2. Corners of buildings of masonry construction shall be checked for tie downs. If tie downs are not found in corners, testing shall be per- formed to locate tie downs in all walls. Proper installation of tie downs shall be done at 20 foot intervals and at each corner except that interior tie downs may be provided in each side not less than 2 feet on each side of each corner. 2.1 Tie down •refers to the anchorage from the foundation to the tie beam and shall provide the equivalent strength of a vertical #5 reinforcing bar properly attached to the founda- tion and tie beam encased in concrete or mortar and lapped a minimum of 30 inches or otherwise spliced in a manner which will develop the full strength of the bar. 2.2 Alternate methods of providing anchorage of equivalent strength to that described in 2.1 may be used where design calculations which admit rational analysis are submitted by a Registered Engineer or Architect proficient in structural design. 3. Roof anchorage shall be checked at all walls where the addition connects to the existing building. If major deficiencies are found and the anchorage is not in compliance with the minimum requirements of the code, the roof anchorage shall be checked for all the existing roof. Minimum anchorage shall be provided to each member bearing on the exterior walls. 4. Permanent roof bracing shall be provided at all gable ends. 5. G.F.C.I. outlets shall be installed where required by the code. 6. Smoke detectors shall be installed where required by the code. 3401.8.2.3.2 The design professional shall conduct a site visit to ascertain the necessary work to be per- formed to comply with the requirements of this Section. 3401.8.2.3.3 The design professional shall provide an inspection report and indicate on the drawings all remedial actions to be performed on the building submittal as a part of the permit plans. 3401.8.3 Repairs and alterations 3401.8.3.1 Repairs and alterations not increasing in g the area of the building, made within any period, shall meet the requirements of this section. 34.: 1// • PLEASE SUFHIT c.._ QM= OFF Permit Application (signed by person perfo 2 c the work, i cen ed / ontractor and the property owner, both signatures rot==i_ed) . - 3tao sets of plats /dr wines signed and sealed bl - ..7iste_•ed. arctLtect or engineer. Occicenci es by Grcp. ClassiFi =-t =on must be on plans and ce=it aooli tion. All plans must include folio number and property address.. Amended plans, in addition to the arova mast also include the it number. ' Ch C; y c: ST IZ CF E_CRIDA ax _ - C?TICN (MLR) := "'= REGISL''.AT•*ON AM) DADE CCUNPY C:,`L°M,ticY Cccv of c.r=ent CCCUP?TICN ..L ISC:J v " u iness ; s io ' . _ . ... ,-: i ::i�te of. ter. tr flc� for "-. (ati.^ -C ° : to .u. = i Shore. . Village). oz Insmance for .E.'S O tP. (add=esse^ t- ' • ShoresVi? lage) or if ex,eorrt State of Florida LES, Fozn BCf••204, Construction 7 ^�:s`� !rotic of Election to be Dceawt - Structural Calculations signed and sealed by ezc_tect e= engineer when cplicable. ;-rent sr rvey of the property Certificate of Elevation sicnci and sealed by Scrveyo sabstantial Ispravenents Checklist (coat -actor or owner) • • 3 ou t sets of energy calculations, signed and sealed Tp sets of signed a sealed Truss plans ( g ` -) . • DUDE Count• Stat f Notice of Commencement (2051 =-2_r: M: (2.1c) _ y or e of Florida Prue cts sheds, C+5, etterior /Ca.+'•• - age doors, a zinc= e'.closures, shutters awnings, skylights, __elc rove: s f r - F tS DADE Conn Health Departmen (when appli _e warranty Del �_ or Other Proof of Q.aip if necessary. Va uctQCal /Levies./ f e_ l'SQ 0 0 RA 2. 2? A OJ �caruva?s f . roof materials c:er_.orts, scree°_n doors and .etc. on Fire Department loci6o)ott4, e . OF CONSUL:TONG • R es 0-► f E 7 (y m ec--- - 2 1 7 - 4S v vv) dicta w ik) ,f n e rt- e ./fit 2 Z J- f (// eJ . e 4 c 2 G ? v J 2a cs✓i N G'K. S < ° s ( 1 9 0 4 ' w ti ca ,C 071? a oYC • (5 C4 ("A, * 6 - :, 14/1 (1 cogr oy7 Ope 4 e-+ - ,�.4, �C c- t 1 a� Aacat'Al / Oyu 'A4 ,►: . , ■ X44- 0"- 1G r Vf1/ / / IS() EA4) kt-a /"%c- 64A-de_ fc . z# " ‹Ale vN OeI -7 / av■ S /q6.1&)-1 4 myyt_e_,,,7 ‘ce„.._ to tte 0 4,1 cl'i/O r/C/0 See e'<. /4. cte„L._ ) i/4 A _e0 JD PROJECT NAME ©l" & `' 11e1( at/"` ce'-- PROJECT #: DATE ¢3 -c93 ENG: SHEET OF A N�li ‘icePe---..c-c 0 S G Jr .c/xd.r' , RE C OF comsumni[n e I- C�ktIGONCC X3 Ono. /re„,„ Pl ec YLJ ( f ^� 624 w i/ / J mac, s c i., we 2 S id U`,.) d,, (A,e; 4 ov, « J (/' ( /J) �'2 &d c t✓,e /&-vx.oc�,.t at-4 6v... / 0 Li .7z_ 4'4./1 ( jta /0 / ) c/ � r Ai4 ll (d Le- -!6" y - u T X(z e4 w 2 Ls-7�' 1 . 7; (.57 , PROJECT NAME o� '? ef, C 2 PROJECT #: DATE ENG: SHEET OF 20 = 3 3 ? 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Pak en ce io , /t 2.3 40D7 cL e w 55 rer culia ui el c vat. 5/a' fa th'e Spa.0 H am Me pl 4, 0 - 2 i. roe/ iota; press/0A a EN9lN e°P..r•T ri ifed. in d (erin ?,^c; 'is* J 'i 4-- ce'esN • r uirleA44e .47 of 1 ,1 - 5r610-Oo,'ats kn a rt fs pressures z.. tvicTdoGis 1 neSs• et I'C'I ✓I rG1Hq. . 1 e z$ ., except .by Scale. /a" deaf b mt • wry Hof bow s /4l 1 Cheek des/p7. ac- ..Recoree na.,.c . /i4 e .. 7; ; Oh P./ C+1 0.119 : YHJ --- - 3ry -rnT A -emir'k' r1 uts I. n . 305 604 0093 3g p.2 JAN -17 -2003 09:32A FROM:LEONARDO NAVEIRAS IN 9549259140 - • )RM 600A -2001 • t • •: al FLORIDA ENERGY E P' FOR BUILDING C Florida Department of C Residential Whole Building Pe Project Name: Address: City, State: Owner. Climate Zone: 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (fl') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab-On -Glade Edge Insulation b. N/A c. N/A 9. Wail types a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret Unc. AH: Interior b. N/A ONEIL RESIDENCE ADDITION 1099 N.E. 99 STREET MIAMI SHORES, FL 33138 - South OWNER/AGENT: // A e. Addition Single family 1 2 ~_ No 1066 B' .0 01 0.0ft 0.0 fl= R-0.0, 128.0(p) ft Sup. �� 0, 120.0 ft - Glass/Floor Area: 0.19 Total as -built poi Total base poin I hereby certify that the plans and specifications covered by this calculation are in complian = ' h the Florida Energy Code, PREPARED BY: DATE: I hereby certify that this bur ' r as designed, is in compliance with the Florida OWNE DATE: Re 10 cal lation.I wit th4 Flo B fprc thi8 .building cblplinct3 FIQ . a1 Start B. II_ IN DAT i syGa s (Vers Ener u e® Vers on:�FLR •• • ITO!.5056697740 • • • • • • • • • ••� CI NCY CODE r 8 ' UGTION Mu riity *airs I •! a rm ; ce Method A el: Office: MIAMI SHORES it' NOrrtttdl iction Number. ,232600 i . PASS plans aAd covered by this icates compliance a Energy Code. lion is completed 'II be inspected for Section 553.908 es. OFFICIAL.: P:1 /7 COMPONENTS SECTION REQUIREMENTS FOR FAGNPRACTie: Maxhnum:.3 cfmrsq.ft. wInck4 siei; .5 : 1 --• .ft. door area. ' C.HE Exterior VVIndows & Doors 608.1.ABC.1.1 Exterior & Adjacent Walls 606.1 ABC.12.1 Caulk, gasket, weatherstrip A. mei — : - windows/loots foundation & wall sole or s1flat e;loints . . - ,. exteri?r penetrations; between wall ppeI • • • • ••• plates; EXCEPTION: Frame walls 4 Ne 1 continu • - infiltration from, and Is sealed to_the foirdatbn to , - • • plate. & frames, surroundkg watt wall panels at comers; utifrly between walls and floor. barrier Is installed that extends V Floors 606.1ABC.1.2.2 Penetrations/operdngs >1/8" i lli-ra I !----. EXCEPTION: Frame floors Whe - re! • '.: .P.4 to the perimeter. penetrations and eams. - ••-• by tFuss membe or joint rs. barrier is installed that Is seated I/ eilings Ceilings 808.1.ABC.1.2.3 Between walls & ceilings; , soffits, chimneys, cabinets sr-led attic access. EXCEPTION: F Installed that Is sealed at thepeilhiker. ; ceilings it . . • "f fl; ar shafts, chases, ng plane o top oor ound - < air •--WHw.; gaps In gyp board & top plate, . a cortInuoto infiltration barrier Is • - ,-• .1one and seams. 1 Recessed lighting Fixtures 606.1 ABC.1.2.4 Type IC rated with no ,1 sealed box with 1/7 clearance conditioned space. tested. II , sealec . • • • , &,31 from - i II ■ ; • Type IC tr non.1C rated, Installed Inside a • ulatlon; or type IC rated with < 2.0 cfm from ijih' / Mufti-story Houses 606.1.ABC.12.5 Air barrier on perimeter of floor . ctr • , ,- floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outclikirs have combustion alt. .1 . m • -: -; combustion space heaters comply with NFPA, COMPONENTS SECTION REQUIREMENTS ,, Comply with efficiency requ ,. . , - In +4e 6-12. Switch or dearly marked circuit breaker (electric) or cutof, •,,-) ---- be $ded. External or built-ki heat trap required. Water Heaters 612.1 Swimming Pools & Spas 612.1 Spas & heated pools must - -- must have a pump timer. — : — & poOl h&aters efficiency 0,78%. solar 14ated). Non-conenerdal pools must hays a minimum thermal Shower heads 612 1 • ow must be , Water flow . 2.5 nations .per minute at 80 PSIG. Ali Distribution Systems 610.1 AO ducts, fittings, media - •• 11. , l attached, sealed, insulated, • —, lee Ducts In unconditioned attics - i .nin. Separate readily accessible • ., - or abiomatic plenum clambers shall be mechanicafly accordanco with the criteria of Section 610. thermostat for each system. V HVAC Controls 607.1 Insulation 604.1, 602.1 Ceilings-Mln. R-19. • • • i rri Common ceiling & floors R-'1. Frarbe i-11 or CB R-3 both sides. • • 1 1 JAN-17-2003 08 : 33A FROM : LEONARDO NAVE I RAS IN 9549291 • „• • . • • . : • 4:V056697740 • • • • • • • :I •: • • • • • • • • • • •04. • • •i • FORM 600A-2001 I ADDRESS: 1099 N.E. 99 STREET, MIAMI SHORES, FL, 6A-21 INFILTRATION REDUCTION COMPLIANCE CHEC EnergyGauge'm DCA Form 600A-2001 Code Complian Residential Whole Building Perfc EnergyGaugFIaRES I I :1 -22 all s dences • • • CSB 22 . . • . Nethod.A - Details MIT •• • PttI /P. • • • • . IS • • • • • • • • 0 P:2'7 BASE CODE COMPLIAN.CE I : STATS I AS-OUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume BASE ) . )T X Tank X Multiplier X Credit = Total Rlitig Multiplier 2 2369.00 4738.0 40.0 0.88 As-Buitt Total: .; i ! : 2 , 1 4o ' 2369.00 1.00 4738.0 . . 4738.0 . Cooling Points + Heating + Points Hot Water Points = Total Points Cool ' Poin pg s 4 Heating Poiits + Hot Water Points = Total Points 12286 441 4738 17466 1 : . 107 162 4738 17126 BASE : : 1 AS-OUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume , Nunber Bedooms ) . )T X Tank X Multiplier X Credit = Total Rlitig Multiplier 2 2369.00 4738.0 40.0 0.88 As-Buitt Total: .; i ! : 2 , 1 4o ' 2369.00 1.00 4738.0 . . 4738.0 . FORM 600A-2001 JAN-17-2003 �8:33 FROM: LEONARDO NAVEIRAS IN 95492591413 • • • • • • 4:1056697740 .; 1: • . • • • - • • • .9 • • • • • ,PERMIT ft: WATER HEATING & CODE q40101,P.L.101GE STATUS 1 . Residential Whole Building PerfoenapCeiryltboel'A - Details ADDRESS: 1099 N.E. 99 STREET, MIAMI SHORES, FL, 141 • * • • • • • EnergyGaugen' DCA Form 600A.2001 • , 00 0 ; a • • 6. • 60 • • • • P: 3/7 BASE AS -ByILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type /SC O • mt Len Hgt Area X WPM X WOF = Point. .18 1066.0 2.3E 452.8 Single, Clear Single, Clear Single, Clear As-Built Total: F i 0.0 Oil 0.0 0.4 0.0 0.0 1 � � 36.0 4.91 1.00 178.9 127.0 3.76 1.00 477.0 40.0 3.56 1.00 141.8 203.0 7857 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 734.0 0.60 440.4 Base Total: 734.0 440A Concrete, Ird Instil, Exterior As -Built Total: 3.0 734.0 120 880.8 734.0 880.E DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 20.0 1.80 36.0 Base Total•. 20.0 36.0 Exterior Insulated As -BuUt Total: '20.0 1.80 36.0 20.0 36.0 CEILING TYPESArea X BWPM = Points Type 4 -kIaIue Area X WPM X WCM = Points Under Attic 1066.0 0.10 106.8 Base Total: 1066.0 106.6 Under Attic As-Bulit Total: 19.0 .2 1066.0 0.14 X 1.00 1492 : 1066A 148.2 FLOOR TYPES Area X BWPM = Points Type R- Vallle Area X WPM = Points Slab 128.0(p) -2.1 288.8 Raised 0.0 0.00 0.0 Base Total: -268.8 Slab-On-Grade Edge I. - As-Built Total: 1 0.0 ; ` 128.0(p -2.10 -268.8 128.0 268.8 INFILTRATION Area X BWPM = Points I • Area X WPM = Points 1066.0 - 0.06 -64.0 1066.0 - 0.06 -64.0 Winter Base Points: 703.1 Winter As -Built - w • . 1529.0 Total Winter X System = Heating Points Multiplier Points Total X Ca. Component ': • X (Dt ud X 1 M Itiplier r SMxAHU) System X Credit = Heating Multiplier Multiplier Points 703.1 0.6274 441.1 , 1529.0 1.e ,' - 1529.0 a.0 t (1.099 : - 1.137x041) .137 • 1.000 0.950 1651.7 - i 1.000 ,0.950 . -_ 1651.7 FORM 600A -2001 JAN -17- 2003 08:33A FROM:LEONARDO NAVEIRAS IN 954929314, • • • • • , PMIT #: 1 • WINTER CALCU A31IQN ; • • • :: Residential Whole Building Perfo met - Details I ADDRESS: 1099 N.E. 99 STREET, MIAMI SHORES, FL, 3318. Energy 3augeTM DCA Fonn 600.02001 f ..., ► - $ f • • • •• •T1 • • • • • :13056697740 • • P:4'7 1 JAN-17-2003 08: 33A FROM: LEONARDO NAVE' RAS IN 95492751412 • :. • • • • • • • • • , • • FORM 600A-2001 ••• • • • • • • • Residential Whoe 9 - Details ADDRESS: 1099 N.E. 99 STREET, MIAMI SHORES, FL, 4,.31 ,11: • EnergyGauge DCA Forth 600A-2001 • Op SUMMER CALC14.2 Met 9N l Building Perfo • • • ..• • • r.10:13056697740 P:5'7 •,. • WO • • 111 000 • • • • • s 1 • • • • • I I • • • • • • • • • • KAM' ft • . • • • • • • BASE ... . IAS-B • ILT , 1 GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type/SC I i. : ' Oyerhang • mit Len ' • Area X SPM X SOF = Points .18 1068.0 32.50 6236.1 Single, Clear Single, Clear Single, Clear As-Sunt Total: . . : ri 1 § 000 • o 0 o . . . 000 ! 38.0 33.94 1.00 127.0 73.03 1.00 40.0 62.19 1.00 203.0 1221.9 9274.8 2487.7 12984.5 WALL TYPES Area X BSPM = Points Type . • • . R-Val e Area X SPM = Points !• Adjacent Exterior Base Total: 0.0 734.0 734.0 0.00 2.70 0.0 1981.8 1981.8 Conaete, Int Instil, editor As-Bultt Total: . I 3. . : 734.0 734.0 2.70 1981.8 1981.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent Exterior Base Total: 0.0 20.0 20.0 0.00 6.40 0.0 128.0 128.0 Exterior Insulated As.Built Total: : . ; ' : 20.0 20.0 6.40 128.0 128.0 CEILING TYPES Area X BSPM = Points Type • R-Value Area X SPM X SCM = Points Under Attic Base Total: 1066.0 1066.0 2.80 2984.8 29841 Under Attic As-Buitt Total: i • ■ :!, 19.3 ; , 1066.0 3.72 X 1.00 1088.0 3965.5 3965.5 FLOOR TYPES Area X BSPM = Points Type . ! - • R 0 Area X SPM = Points Slab Raised Base Total: 128.0(p) 0.0 -20.0 0.00 -2560.0 0.0 -2660.0 Slab-On-Grade Edge( :-! -;. ! I As-Built Total: ! , ,, • 0.0 . . 128.0(p 128.0 -20.00 -2560.0 4560.0 INFILTRATION Area X BSPM = Points , Area X SPM = Points 1066.0 18.79 20030.1 • i , I 1066 0 . 18.79 20030.1 Summer Base Points: 28800.8 . . Summer As-Bu 1 Po ts: ... 36529.9 Total Summer X System = Points Multiplier Cooling Points Total X ' • =• X ! ; Component F i , 1 • : (Diet Duct System X ultiplier . Muftiplier DSM x AH . ) Credit = Multiplier Cooling Points . 28800.8 0.4266 12286.4 . ,. 36529.9 11. (1. . '36529.9-1.4f •1. ,:i • .. 1 . • •4:125 ' x 1.165 x090) - : ,..,. I • : • 0.275 0.275 '- 0.950 10738.8 49501r-.10736.8 1 JAN-17-2003 08: 33A FROM: LEONARDO NAVE' RAS IN 95492751412 • :. • • • • • • • • • , • • FORM 600A-2001 ••• • • • • • • • Residential Whoe 9 - Details ADDRESS: 1099 N.E. 99 STREET, MIAMI SHORES, FL, 4,.31 ,11: • EnergyGauge DCA Forth 600A-2001 • Op SUMMER CALC14.2 Met 9N l Building Perfo • • • ..• • • r.10:13056697740 P:5'7 •,. • WO • • 111 000 • • • • • s 1 • • • • • I I • • • • • • • • • • KAM' ft • . • • • • • • • • • ••• • JAN -17- 2003 08:34A FROM:LEONARDO NAVEIRAS IN 95494591 0 • • • ��• P:6�7 • • • • • • • • •` • • • ... Q f ENERGY PERFQ ' • _ •LE ' (EPL) • • DISPLAY:' ESTIMATED ENERGY PERFO The higher the score, the mere 1. New construction or existing Addition — 12! 2. Single family or multi-family Single family 3. Number of unit, if multi- family 1 — 4. Number of Bedrooms 2 5. Is this a worst case? No _ 6. Conditioned floor area (ft=) 106611= 7. Glass area & typo — a. Clear - single pane 203.0 fl' — 13 b. Clear - double pane 0.0 fl' — c. Tmt/other SHGC - single pane 0.0 tt — d. Tint/other SHGC - double pane 0.0 ft° 8. Floor types — a. Slab-On -Grade Edge Insulation R 0.0,128.0(p) it — c. N b. N/A c. N/A 9. Wall types — a. Concrete, Int lnsul, Exnuior R -3.0, 734.0 ft= b. N/A c. N/A d. N/A e. N/A 10. Ceiling types — a. Under Attic b. N/A R =19.0, 1066.0 f 2 — 15, c. N/A 11. Ducts a. Sup: Unc. Rot Unc. AH: Interior Sup. R.=6.0, 120.0 ft b. N/A 14. Builder Signature: Address of New Home: b. N I certify that this home has complied with the Florida Energy Efficiency Construction through the above energy saving features which will be ' in this home before final inspection. Otherwise, a new EPL Display Gar based on installed Code compliant features. Date: City/FL Zip *NOTE: The home's estimated energy performance score is only availa This is not a Building Energy Rating. If your score is 80 or greater (or your home may qualify for energy efficiency mortgage (EEC incentives Contact the Energy Gauge Hotline at 321 /638 -1492 or see the Energy information and a list of certified Raters For information about Florida contact the Department of Community Affairs at 850/487 -1824. EnergyGange® (Version: Wit] th or (s; ge iv - • • • , 1099 N.E. 99 STREET; y � , Mi ORES, F , 33138- credits Soler heat pi. mp Building =ceded) feted, • CV-Cross Illation, fan, ble Thermostat c cooling, o heath g) Cap: 29.8 kBtu/hr — SEER 12.40 _ h the FLA/RES computer program. EPA/DQEEnergyStcY designation), btain a Florida Energy Gauge Rating. site at xwwl.fsec.ucf edu for Efciency }4.ode For Building Construction, Cap: 17.1 kBtu/hr COP: 1.00 Cap: 40.0 gallons — EF: 0.88 — FT, I JAN -17 -2003 08:34A FROM:LEONARDO NAUEIRAS IN 9549259140 • JUUO VIDAL, P.E. (954)-274+1822) E Unit/ Area served: ADDITION TOTAL SENS. GTH=TOT. SENS. x 1.3 = • Residential Cooling Load Calculati Based on ASHRAE 1993 Handboo Chapter 25 ITEM SOLAR SHADE T. AREA BTU/HR N. Glass 36 x x 36 = 1296 NW. Glass 0 x x 0 = 0 E. Glass 47 x x 127 = 5969 E. Glass SH 36 x x 0 = 0 S. Glass 56 x x 40 = 2240 S Glass SH 36 x x 0 = 0 W. Glass 47 x x 0 = 0 W. Glass SH 36 x x 0 = 0 N: Hot. Glass x x 0 = 0 T. Glass area= 203 Subtotal = 9505 ITEM 6T U T. AREA BTU/HR 1 Partition 13 x 0.2 x 0 = 0 Roof 48 x 0.05 x 1066 = 2558.4 Floor 13 x 0.4 x 0 = 0 Ceiling x x = 0 Subto - 2558.4 19877.7 841 HEAT LOSS ITEM T. AREA T U BTU/HR Walls 734 x 27 x 0.2 = 3963.6 Roof 1066 x 27 x 0.05 = 1439.1 Floor 0 x 20 x 0.4 = 0 Glass 203 x 27 x 1 = 5481 Ventilation= l.1xDTxQ 68.22 x 27 x 1.08 = 1989.41 Partition 0 x 20 x 0.16 = 0 TOTAL 12873 Btu/hr KW 3.772 Kw Q /60= 0.48 x 8528 / 60 = 68.224 Area A/C= 1066 Sq. ft. Volume A/C= 1066 x 8 = 8528 Cu. ft. • • • •• • • •• • • • T 14 20 24 22 17 22 24 14 •• • • 734 TO:13056697740 P:7'7 L :' 0 • • • • • • ar$R • • • : ONEIL •• + tricl a by: y JV TU/Unit 230 x 3 0 x 0 .IxQxD = 17.3 3000 ► 1 = 2.153 = 2.5 Tons 1000 q.Ft./T = 426.4 CFM/sq. ' = 0.938 U T. AREA BTU/HR 0.2 x 172 = 481.6 0.2 x 0 = 0 0.2 x 249 = 1195.2 0.2 x 0 = 0 0.2 x 168 = 571.2 0.2 x 0 = 0 0.2 x 145 = 696 0.5 x 0 = 0 x = Subtotal = 2944 BTU/HR 0 = 690 = 0 68.22 = 1180.28 3000 Subtotal = 4870.28 era) Owner's Name and Address Street and Number where work is to be done peared Disapproved Date (Signed) & ....:' Building Inspecto MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all regulations of the 13uilcling Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of plans and specifications must be kept at building during progress of the work. Date.. g .2- V .... No Registered Architect and/ bf Engineer Name and address of licensed contactor .. 4-777 777 Location and legal description of lot to be built on: Lot Block Subdivision State work to be done and purpose of building (by floors) Notary Public, State of Florida My Commission Expires the build - of Miami rules and approved �L�lc and for no other purpose. New Building Remodeling. Addition Repairs G—"*" No. of Stories 1 To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 2. eci,2sp 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 bui ding. A l notices with reference to the building and its construction may be sent to... .J.�..7..... The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida 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 posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on ork to performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed). STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- to me well known, 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. Permit No.._.. � ( 0 Date �— 7 . 1 Read, Sworn to and Subscribed before me. /PLANNING BOARD DATE Chairman Member Member Member Member ...... Member ...__ -- • -• - - -- Council 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.