Loading...
11-1035-000x The City of South Miami Building Department =1 6130 Sunset Drive, Second Floor -:: f South Miami, FL 33143 305 - 663 -6355 Fax 305 - 666 -4591 NOTICE TO CITY OF SOUTH MIAMI BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by /2/cwAe_b Cc, C "eE A TWO to perform special inspector services under the Florida Building Code 2007 at the 59 30 560 SW ST,Q,g;e;z' project on the below listed structure as of /D 20 OW (date). I am a registered architect/professional engineer licensed in the tate ol Florida. Process Number: D3S ri Special Inspector for Piling, FBC 1822.1.20 (84404.6.1.20) ecial Inspector for Trusses > 35 ft. long or 6 ft. high, FBC 2319.17.2.4.2 (R4409.6.17.2.4.2) ,VSpecial Inspector for Reinforced Masonry, FBC 2122.4 (84407.5.4) �ecial Inspector for Steel Framing, FBC 2218.2 (84408.5.2) 1/ Special Inspector for Soil Compaction, FBC 1820.3.1 (R4404.4.3.1) Special Inspector for Precast Attachments, FBC 1927.12.2 (R4405.9.12) Special Inspector for Roofing Applications, Lt.Weight. Insul.Conc. FBC 1917.2 (R4405.12.2) Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the City of South Miami Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the City of South Miami Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be _ performed by the City of South Miami Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined ab eet the intent of the Florida Building Code and are in substantial a r ce with the`, Z Name ineer /Arc 'tect 'Vc C_ if Cc) Signed and Sealed // ; �•�Q i Print Date: C �"° Z �� 'YO' 62.31 y,kddress � � %7 6 (\(i 111 -' 1.4 Effective March 1, 2009 APPENDIX 13-D I FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ` FORM i IOOB -08 Residential Component Prescriptive Method B ALL CLIMATE ZONES Compliance with Method B of Chapter 11 of the Florida Building Code, Residential, or Subchapter 13 -6 of the Florida Building Code, Building, may be demonstrated by the use of Form 11008 for single -and multiple- family residences of three stories or less in height, additions to existing residential buildings, renovations to existing residential buildings, new heating, cooling, and water heating systems in existing buildings, and site -added components of manufactured homes and manufactured buildings.To comply, a building'must meet or exceed all of the energy efficiency requirements on Table 11 B -1 and all applicable mandatory requirements summarized in Table 118-2 of this form. If A- ...a -.n..h, ith thie method it may oin mrnnry undpr Mathnd A of Chanter 11 nrSuhrhanter 134; of tha annlirahlp rods_ PROJECT NAME: AND ADDRESS: Terrace Enclosure BUILDER: 55930 SW 84 Street PERMITTIN OFFICE: City of South Miami Miami Fl. 33146 OWNER: Richard G. Chee A Tow PERMIT NO.: I I I I J JURISDICTION NO.: 12 13 13 13 10 0 1. New construction including additions which incorporate any of the following features cannot comply using this method: skylights or othernonvertical roof glass, glass areas in excess of 16 percent of conditioned floor area, and electric resistance heat (See Notes to Table 118 -1 on page 2). 2. Fill in all the applicable spaces of the 'To Be Installed" column on "Table 118-1 with the information requested. All "To Be Installed" values must be equal to or more efficient than the required levels. 3.Compiete page 1 based on the "To Be Installed" column information. 4. Read "Minimum Requirements for All Packages ", Table 116 -2 and check each box to indicate your intent to comply with all applicable items. 5. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. 1. New construction, addition, or existing building 2. Single- family detached or multiple - family attached 3. if multiple - family -No. of units covered by this submission 4. Is this a worst case? (yes/no) 5. Conditioned floor area (sq. ft.) 6. Glass type and area: a. U- factor b. SHGC c. Glass area 7. Percentage of glass to floor area S. Floor type, area or perimeter, and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wail type, area and insulation: a. Exterior: 1. Masonry (insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (insulation R- value) 10. Ceiling type, area and insulation: a. Under attic (Insulation R- value) b. Single assembly (insulation R- value) 11. Air distribution system: Duct insulation, location Test report required if duct in unconditioned space 12. Cooling system: (Types: central, room unit, package terminal A.C., gas, none) 13. Heating system: (Types: heat pump, elec. strip, not. gas, LP -Gas, gas h.p., room or PTAC, none) 14. Programmable thermostat installed on HVAC systems: 15. Hot water system: (Types: elec., nat. gas, LP -gas, solar, heat rec., ded. heat pump, other, none) Please Print CK 1, addition 2. single - family 3. n/a 4. n/a 238 5. Be. 0.65 6b. 0.36 6c. 86 sq. ft. 7. 36 % ea. R= - 44 lin. ft. 8b. R= - - sq.ft. Sc. R= - - sq.ft. 8d. R= - - sq.ft. Be. R= - - sq.ft. 5 370 9a -1. R= sq.ft. 9a-2. R= - - sq.ft. 916-1. R= - - sq.ft. 9b -2. R= - - sq.ft. 30 334 10a. R= sq.ft. 10b. R= - - sq.ft. 11a R= n/a n/a 11b.Test report atta h.d?(Fesj5 No 12a.Type: Room Unit 12b. SEER/EER: 9A EER 12c. Capacity: 11.600 BTU/FF- 13a. Type: Fi FC__ 13b. HSPF /COP /AFUE: 13c. Ca acity: 11,6000 BT�- 14. Yes No 15a. Type: n/a n/a 15b. EF: It I hereby certify that the plans and specifications covered by the /111A " `l�WrA vri[h' a of plans and specifications covered by this calculation indicates compliance with the Florida the Florida Energy Code. ♦ �r.1 �: ne �pde. Before construction is completed, this building will be inspected for compliance in kk / C �(`� a �lJanth Section 553.908, F.S. PREPARED BV: dr k NPE,.� . � . fi1GfAL: I hereby certify that this building is in compliance with the Flo dyjnergy Copy: `� d OWNER AGENT: w- 0 DATE: . (y1TE: r 1 r" r t r TE 2007 FLORIDA BUILDING CODE -BUiL ST OF 13 -D.23 /6NAL .s- IN APPENDIX 13-D :k TABLE 118 -1 MINIMUM REQUIREMENTS (See Note 1) All Clltnate Zones BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: REQUIREMENTS U- Factor = 0.65 U- Factor = 0.65 Windows (see Note 2): SHGC = 0.35 SHGC =0.35 Exterior Windows & Doors % of CFA < =16% % of CFA = 36 % Exterior door type Wood or Insulated Type: Walls — Ext. and Ad). (see Note 3): Recessed Lighting Frame R -13 R- Value= n/a Mass, (see Note 3) N7106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Interior of wall: R -6 R -Value = n/a Exterior of wall: R -4 R -Value = n/a Electric resistance heat See Note 10 Not allowed n/a Ceilings see Notes 3& 4 R =30 R -value = 30 Floors: Slab -on -grade No requirement R- Value = n/a Over uncondiRioned spaces see Note 3 R -13 Shower Heads Hot water systems (storage type) Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. n/a Electric (see Note 5): 40 gal: EF = 0.92 Gallons = J 50 gal: EF = 0.90 EF = n/a Gas fired (see Note 6): 40 gal: EF = 0.59 Gallons = 50 al: EF = 0.58 EF = Air condition) ems see Note SEER =13.0 EER = Heat pump systems (see Note 8) SEER =13.0 SEER = n/a HSPF = 7.7 HSPF = Gas furnaces AFUE = 78% AFUE = n Oil furnaces AFUE = 78% AFUE = n/a Programmable thermostat see Note 10 Must be installed on all HVAC systems. Installed? Yes No Ductwork: (see Note 9) Location: Unconditioned space' R-6, TESTED Unconditioned space Conditioned space NA R -Value = Unvented attic assembly per R806.4 with insulation at the roof plane R -4.2 Test report: n/a Conditioned space R -Value = No test report required) Air Handler location: Uncondhionedattic'orgarage Requires test report Location: conditioner Conditioned space or Test report: Unvemed attic assembly per R806.4 with insulation at the roof plane I No dud test required (1) Each component present in the As -Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; oth- erwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas most comply with both the maximum /I-Factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16% of the conditioned floor area (CFA), otherwise Method A must be used for compliance. Exceptions: 1. Ad- ditions of 600 square feet (56 0) or less may have maximum glass to CFA of 50 percent. 2. Renovations with new windows under2 2 foot overhang whose lower edge does not extend further than 8 feet from the overhang may have tinted glazing or double -pane clear glazing. Replacement skylights installed in renovations shall be ddublepaned or single paned with a diffuser. (3) R- Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the "interior of wall" requirement (R -6) must he met except if at least 50% of the R -4 insulation value required for the "exterior of wall" is installed exterior of, or integral to, the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 ` volume). (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 ' volume). (7) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu /hr see Table 13- 607.AB.3.2A of the Florida Building Code, Building, or Table N1 107.AB.3.2A of the Florida Building Code, Residential. (8) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu /hr see Table 13- 607.AB.3.28 of the Florida Building Code, Building, or Table NI107.AB.3.2B of the Florida Building Code, Residential. (9) All ducts and air handlers shall be either located in conditioned space or tested by a Class 1 BERS rater to be "substantially" leak free. "Substantially leak free" shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. wc.) across the entire air distribution system, including the manufacturers air handler enclosure. Exception: New or replacement ducts installed onto an existing air distribution system as part of an addition or renovation. Such ducts shall either be insulated to R -6 or be installed in conditioned space. 10) The prohibition on electric resistance heat and the requirement for programmable thermostats do not apply to additions, renovations, and new heating systems installed in existing buildings. TABLE 118 -2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks N1106.AB.12 To be caulked, gasketed, weather-stripped or otherwise sealed. Exterior Windows & Doors N1106.AB.1.1 Max .3 ctrrVsq.ft. window area; .5 cf Ws .fL door area. Sole & 79 Plates N1106.AB.1.2.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting N1106AB.1.2.4 Type IC rated with no penetrations two alternatives allowed). Multistory Houses N7106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. n a Exhaust Fans N1106.AB.1.3 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. n/a Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.AB.3. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built -in heat trap required for vertical pipe risers. n/a Swimming Pools & Spas N1112AB.2.3.4 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. n/a Hot Water Pqn N1112.AB.5 Insulation is required for hot water circulate systems (including heat recove units). n a Shower Heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. n/a HVAC Duct Construction, Insulation & Installation N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N71 IO.AB. Ducts in attics must be insulated to a minimum of R-6. J HVAC Controls N1107.AB2 Separate readily accessible manual or automatic thermostat for each system. 13 -D.24 2007 FLORIDA BUILDING CODE — BUILDING Air System Sizing Summary for thru -wall AC -1 Project Name: terrace enclosure (Arturo) 09/15/2011', Prepared by: Engineering 02:09PM' Air System Information Air System Name .. ............................... thru -wall ACA Equipment Class ............. ............................... UNDEF Air System Type .............. ............................... SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM ...................... Sum of space airflow rates Space CFM .................. Individual peak space loads Central Cooling Coil Sizing Data Total coil load ......................... ............................... 0.9 Total coil load ........................ ............................... 11.1 Sensible coil load .................... ............................... 9.8 Coil CFM at Nov 1500 .............. ............................ 400 Max block CFM ........................ ............................ 400 Sum of peak zone CFM ............ ............................ 400 Sensible heat ratio ............... ............................... 0.879 ft2/ Ton .................................. ............................... 256.2 BTU /(hr-ft -) . ............................... ........................... 46.8 Water flow @ 10.0 °F rise ...... ............................... 2.23 Central Heating Coil Sizing Data Number of zones ............................ ............................... 1 Floor Area ............................... ............................... 238.0 ft2 Location ............ ............................... Miami IAP, Florida Calculation Months ........ ............................... Jan to Dec Sizing Data .............. ............................... User - Modified Tons Load occurs at ................. ............................... Nov 1500 MBH OA DB / WB .................... ............................... 84.0 1 74.0 °F MBH Entering DB / WB ............ ............................... 79.4/64.7 °F CFM Leaving DB / WB ................. ........................... 56.7/55.3 °F CFM Coil ADP ........ ............................... ........................... 54.2 °F CFM Bypass Factor ......................... ............................... 0.100 Resulting RH ................................ ............................... 45 °% Design supply temp ....................... ........................... 55.0 °F Zone T-stat Check .................. ............................... 1 of 1 OK gpm Max zone temperature deviation . ............................... 0.0 °F Max coil load .......................... ............................... 4.4 MBH Coil CFM at Des Htg ................. ............................ 400 CFM Max coil CFM ........................... ............................ 400 CFM Water flow @ 20.0 °F drop .... ............................... 0.44 gpm Supply Fan Sizing Data Actual max CFM ....................... ............................ 400 CFM Standard CFM .......................... ............................ 400 CFM Actual max CFM /ft2 ............................................... . 1.68 CFM /ft2 Outdoor Ventilation Air Data Design airflow CFM ................... ............................... 0 CFM CFM/ I1q2 ....... ............................... ...........................0.00 CFM /ft2 Load occurs at ....................... ............................ Des Htg BTU /(hr -ft2) ................................ ............................... 18.6 Ent. DB / Lvg DB ................. ........................... 68.1178.4 °F Fan motor BHP ......................... ............................... 0.00 BHP Fan motor kW ........................... ............................... 0.00 kW Fanstatic .................................. ............................... 0.00 in wg CFM /person .............................. ............................... 0.00 CFM /person Hourly Analysis Program v4.50 Page 1 of 1 M_ AM MIAMI -DADE COUNTY, FLORIDA e _ METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130 -1_563 PRODUCT CONTROL DIVISION (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Gowbuildinacode Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable Hiles and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BOiZA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1650 Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass ", sheets 1 through 7 of 7, dated 03/14/08 with the latest revision dated 12/10/09, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami- Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami- -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08-0107.08 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 09- 1217.04 C MUV414)ADE- Expiration Date: April 10, 2013 '� to Approval Date: February 03, 2010 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HS08 -01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass ", sheets 1 through 7 of 7, dated 03/14/08 with the latest revision dated 12/10/09, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of Aluminum Horizontal Sliding Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5331, dated 09/18/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08 -0107.08) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of Aluminum Horizontal Sliding Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5015, dated 07/27/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No 08 -010708) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Sunshine Windows Manufacturing, Inc., dated 12/15/07, signed and sealed by Francisco Hernandez, P. E. Complies with ASTM E1300-02 (Submitted under previous NOA No. 08 -0107.08) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). � Id I - I - Jaime D- Gascon, P. E. Chief, Product Control Division KOA No. 09- 1217.04 Expiration Date: April 10, 2013 Approval Date: February 03, 2010 E -2 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated December 15, 2007, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No. 08-0107.08) 2. Statement letter of no financial interest, dated December 15, 2007, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No. 08- 0107.08) 3. Laboratory compliance letter for Test Report No. FTL -5331, issued by Fenestration Testing Laboratory, Inc., dated September 21, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0107.08) 4. Laboratory compliance letter for Test Report No. FTL -5015, issued by Fenestration Testing Laboratory, Inc., dated August 07, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0107.08) G. OTHERS 1. Notice of Acceptance No. 08-0107.08, issued to Sunshine Windows Manufacturing, Inc., for their Series "1650 Aluminum Horizontal Sliding Window, approved on 04/10/08 and expiring on 04/10/136. Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 1217.04 Expiration Date: April 10, 2013 Approval Date: February 03, 2010 E -2 Y 4 /G0' TYPICAL ELEVATION (XO) GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND XO 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORT FTL -MI ' 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE 5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO UTE$ OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS, LAMINATED BY TECNOGLASS OR SIMILAR MIAMI- DADE IMPACT RESISTANT SHUTTTRS ARE NOT REQUIRED IMPACT RESISTANT WINDOW MordocWq, HIC. 1745 W. 3&d Phw NW UN noft 33012 Ph. (X5) -M"052 fm(305)M -al 1a .SE MUNTINS (SURFACE APPLIED) O MAY BE USED �C o 1 F d�y x DESIGN PRESSURE CHART - PSF ,,, jb, lRF SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XO) HEAT STRENGTHENED LAMINATED IMPACT R"ANm:12- 0- RMron• DR4MN0 ND. HS08 -01 NT GLASS WINDOW ANCHOR HURR[CANB PROCTF•CRoN FRANCSCO PE # 5 393 2 OF 7 DIMENSION SCHEDULE ISNOTR MUM WIDTH HEIGHT PER HEAD 8 SILL pER "I 1314" SU L 3" SILL MT. EXT, INT. 74' 38 3 /8' 11 6 90.00 80.00 90.00 74" 50 3/6• 11 8 r53.33 90.00 80.00 90.00 SY 6 90.00 80.00 90.00 v aT g 531 /a 8 90.00 80.00 90.00 11 .3 85.20 80.00 85.20 72' 48' 11 1 7 53.33 90.DD 80.00 90.00 48' 7 53.33 90.00 80.00 90.00 c 60" 9 a0' 9 53.33 90.00 80.00 90.00 72• 11 53.33 90.00 1 80.00 90.00 Y 4 /G0' TYPICAL ELEVATION (XO) GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND XO 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORT FTL -MI ' 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE 5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO UTE$ OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS, LAMINATED BY TECNOGLASS OR SIMILAR MIAMI- DADE IMPACT RESISTANT SHUTTTRS ARE NOT REQUIRED IMPACT RESISTANT WINDOW MordocWq, HIC. 1745 W. 3&d Phw NW UN noft 33012 Ph. (X5) -M"052 fm(305)M -al 1a .SE MUNTINS (SURFACE APPLIED) O MAY BE USED �C o 1 F d�y x ,,, jb, lRF Doc 4 194. R"ANm:12- 0- RMron• DR4MN0 ND. HS08 -01 t1z -w -o"i SHEET FRANCSCO PE # 5 393 2 OF 7 .............................. 12 13 9 15 ib Sunshine Vmdovs 20 Manufactu q. Inc. 1715 W. 33rd Plan 1Ye40A Flute 33012 b 20 PR. (307)381 -9252 F— (305)= -S119 21 14 22 10 19 x WINDOW WIDTH HORIZONTAL SECTION 19 5 p�. v Lrr 8 17 IT L y d 18 3 O .�/ Q 3 2 b (2) 2• WEEP W � 1b 3 N VERTICAL SEC'T'ION (2) 2' WEEP— HOLES 2 ' WTI'H SILL RISER as n� RF Dew: 14-0 Sack 1 ' -i eeMptYoi Y1M11d R6*1- 12 -10 -09 VERTICAL SECTION gR/mnb CAAe O- _ ""`0"'°°� 'i RMdery: oRUMc NO, HSOB -01 SHEET IMPACT RESISTANT WINDOW ORIDAC PE R 51393 3 OF 7 MATERIAL LIST MATERIAL LIST ITEM# PART# READ. OUOMIITON MATERIAL 1 SW -019 1 FRAME HEAD 6083 -T5 2 SW -019 1 FRAME SILL 6063 -TS 3 SW-21 1 INSERT TRACK 6063 -75 5 SW -012 2 SLIDER TOP /BOTTOM RAIL 8063 -TS 6 SW3019 AS Rw7 FIN SEAL PILE FELT 8 SW321W 2 WHEEL BRASS 9 SW -017 1 MOVING MEETING RAIL 6063 -175 10111 SW -101 1 FIXED MEETING RAN. 6083 -T5 2t AS ROD ASSEMBLY SCREWS % 6 X i' SAS, 22 013 1 JAMB TO MOVING PANEL 6063 -TS ITEM# PART# RPRD. DualpTION MATEIIJAL 13 SW -016 1 MOVNIG SIDE RAIL 8063-75 14 SW3257 AS ROD WEATHER STRIP BULB VINYL 15 SW-667 AS ROD LATCH ZINC 16 SW -SIO 2 /SILL RETICULATED FILTER FOAM 17 SW40771 1 SILL RISER 6063-TS 18 SW -014 1 JAMB TO FIXED PANEL 6063 -TS 19 - AS ROD SILICONE PEC. -895 OR SIMILAR 20 SW -101 AS ROD IMPACT GLAZING BEAD 6083 -T6 2t SW -SIL 1 3/6' % 314' FLAT BAR STEEL 22 SW -AS 4 ASSEMBLY SCREWS / 8 X 2 1/2' SMS. 0.12 1.825 --' 0.050 -7 —{ aG00 n D D62 I 1394 2.1 25 Tl 1 o t j7D 8a t D-'s - �1 1 0.12 4- ae67 1,312 GLAZING BEAD �— 2.077 —� sw-o1e FIXED MEETING RAIL MOVING MEETING RAIL JAMB TO FIXED PANEL FRAME JAMMBB TO MOVING PANEL 6063 -75 SW -40111 SW -017 SW- 014 5063 -T5 6063 -T5 6063 -T5 6063 -T3 0.075 (--- -� 1 0.892 � 2. 0462 0 1.750 q�0.050 o.o 10 .� 1 FRAME HEAD AND SILL MOVING SIDE RAIL SILL RISER 'INSERT TRACK SLIDER TOP AND BOTTOM RAIL SW -019 SW -018 SW -40771 SW -x.21 SW -012 6063 -TS 6063 -T5 6063 -T5 6063 -T5 6063 -T5 IMPACT RESISTANT WINDOW Sms Nne Windm m09UIDCtwirl!, IfIC. 1745 W. 33rd Plan INEwnh, FW& 33012 Ph: (305)364 -t M fm(305)828-Si 18 O An q W rn X 3 O QQ� G� a O 0 x Dra" e�.��R�F�� Dab: i3-14- smw: navwaa:l2 -i Itww"; POF FRANCISCO HERNANDEZ FLORIDA PE / 51393 1. TYPICAL ANCHORS TYPICAL ANCHORS 2 1/2" MIN. 2 1/2" MIN. 2;? 1/4' SMS 1 O WOOD .1/2" IAN. PENETRATION INTO �--- 1/4" TAPWNS 1 1/4" MIN. EMBEDMENT ,, INTO MASONRY THROUGH 1" BY WORD BUCK INTO MASONRY THROUGH 1" BY WOOD BUCK .. (FOR MAX. ANCHOR SPACING AND NUMBER (FOR MAX. ANCHOR SPACING AND NUMBER .... e..' .... OF ANCHORS REFER TO DESIGN PRESSURE CHAM OF ANCHORS REFER TO DESIGN PRESSURE CHART) Sunshine Windows 2" BY WOOD BUCK MOnufGChring k. 1745 W. 33rd FIM McMW FWW 33012 3 Ph: (301)354 -0018 Foa:(30)528 -51 10 4 O YvY DETAIL A DETAIL ATTACHMENT TO MASONRY ATTACHMENT NT TO WOOD TO TYPICAL ANCHORS 1/4" SMS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) y� � a W Q W DETAIL C , � RF D ATTACHMENT TO METAL STRUCTURE DETAIL ( STEEL OR ALUMI. 1 /8" MIN. THICKNESS) eft ODUC7 RBYTSAD Scale: 1 2 -1 _ -Wyi.8 W5d a* FMAOe RMWre 12 10-00 Code O4. 3>we per; °PAS M° f TYPICAL HEAD SECTIONS HS08 -01 O 12L -�o.oa SHEET IMPACT RESISTANT WINDOW FRANCISCO HERNANDEz 5 OF 7 P FLORIDA E 51393 1. I 9g 2' BY WOOD BUCK TYPICAL ANCHORS —1/4' SMS 1 1/2' MIN. PENETRATION INTO WOOD. (FOR MAX, ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL F ATTACHMENT TO WOOD 4 4 �N p3/4' MAL NON -SHRINK GROAT OR 1' Bf WOOD SUCK 2 f /2" MIN. _2 1/2" MIN,_ TYPICAL ANCHORS —�j 1/4' TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR W. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL ATTACHMENT TO MASONRY N TYPICAL ANCHORS \ \� 1/4' SMS THROUGH METAL, (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL 0 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1 /E' MIN. THICKNESS) PROVIONCTIRRVISM TYPICAL SILL, SECTIONS IMPACT RESISTANT WINDOW -vv-- (a -fo_o9 FRANCISCO HERNANDEZ FLORIDA PE j 51393 Sunshine Windows Manufadu(i4 tx 1745 W. 33rd Plaa Ndwh, Hadb 33DII Pt, (305)384 -9052 F— (305)VII -5118 1� G� � Q wl C/1 z Dab:Q Saab: Rawaa:f —1 Roliw DRAMNO N0. HS08 -01 SHEET 6OF7 C C., 2 1/2" MIN. 2 1/2" MIN. TYPICAL. ANCHORS 1/4' TAPCONS 1 1/4' MIN, EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CRAM DETALL D ATTACHMENT TO PRECAST SILL 9g 2' BY WOOD BUCK TYPICAL ANCHORS —1/4' SMS 1 1/2' MIN. PENETRATION INTO WOOD. (FOR MAX, ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL F ATTACHMENT TO WOOD 4 4 �N p3/4' MAL NON -SHRINK GROAT OR 1' Bf WOOD SUCK 2 f /2" MIN. _2 1/2" MIN,_ TYPICAL ANCHORS —�j 1/4' TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR W. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL ATTACHMENT TO MASONRY N TYPICAL ANCHORS \ \� 1/4' SMS THROUGH METAL, (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL 0 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1 /E' MIN. THICKNESS) PROVIONCTIRRVISM TYPICAL SILL, SECTIONS IMPACT RESISTANT WINDOW -vv-- (a -fo_o9 FRANCISCO HERNANDEZ FLORIDA PE j 51393 Sunshine Windows Manufadu(i4 tx 1745 W. 33rd Plaa Ndwh, Hadb 33DII Pt, (305)384 -9052 F— (305)VII -5118 1� G� � Q wl C/1 z Dab:Q Saab: Rawaa:f —1 Roliw DRAMNO N0. HS08 -01 SHEET 6OF7 1 /A" UAV 2' BY WOOD BUCK 1/4' MAX. SHIM SPACE TYPICAL. ANCHORS 1/4' SMS 1 1/2' MIN. PENEM11ON INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER IYPMM. OF ANCHORS REFER TO DESIGN PRESSURE CHART) TYPICAL ANCHORS 1/4' TAPCONS 1 1/4' MIN. EMBEDMENT 1/4' SMS. THROUGH METAL INTO MASONRY THROUGH 1' BY WOOD SUCK DETAILI OR NON SHRINK NON METALLIC GROUP (FOR MAX. ANCFHOR SPACING AND NUMBER (FOR MAX. ANCHOR SPACING AND NUMBER ATTACHMENT TO WOOD DETAIL OF ANCHORS REFER TO DESIGN PRESSURE CHART) OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL H ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4' SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) 3/8" GLASS MPICAIJ COUNTY APROVEO GLAZING DETAIL 0.090' DUPONT BUTACTIE PVB OR SIMILAR ED \ ! ST�IGTHETIED 895 1 GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LTEES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACHTE PVB. BETWEEN THE TWO LITES OF GLASS. LAMINATED EY TECNOGLASS OR SIMILAR I I ATTACHMENT TO MULLIONS DETAIL. TIPICAL JAMB SECTIONS IMPACT RESISTANT WINDOW x i DETAIL) ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUM. 1/8' MIN. THICKNESS) 3 FRANCISCO HERNAND FLORIDA PE / SIM Surohiae Windows Mamdalll q, Inc. 1745 W. Sxa Pl.a Hock FbWo SSD12 W. (]05)554 -9952 r— (505)s28 -s115 I 11 O u O Q Tin O N I� O x pro.n$ RF Dot.: Som: 1 2 .1 awMac,1� 10 -09 DaAaINO rro. HS08 -01 SHEET 7 OF 7 I VICENTE FRANCO PE NO. REO. 62'531 10776 NW 84 Lrnl. MIAMI, FLORIDA, 33178 PROPOSED NEW TERRACE FO R: Mr. Richard G. Chee A Tow and W. Melinda. 5930 SW 84th Street. Miami, Florida, 33143 STRUCTURAL CALCULATIONS i • O No. 62531 STATE OF / OiVA`1``���� VICE TEIFRANCO, P.E. FL PROF. REG. 62531 PAGES /I VICENTE FRA.NCO , PE No. Rem. 62631 10776 NW 84 LN. MIAMI, FLORIDA, 33178 Project: Mr. Richard G. Chee A Tow and W. Melinda. Project No.:201135 Desicm Criteria • Florida Building Code • Wind (House Addition) • ASCE 07 -02 • Wind Velocity 146 MPH • Category 11 • Exposure C o Kd 1.0 • Materials o Concrete Strength at 28 days - 3000 PSI o Reinforcing - 60,000 PSI o Wood - Fb 1,200 PSI o Masonry - F'm 1,500 PSI (F'c = 1,900 PSI) • Design Load o Roof Loads ■ Live Load 30 PSF ■ Dead Load 20 PSF ■ System Load 5 PSF • Soil Capacity. o As per visual inspection 2000 PSF. 1 WIND02 v2 -04 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Description: Richard G Chee Res. Analysis by: L.A.H �alcuated Parameters Type of Structure Height/Least Horizontal Dim 0.26 Flexible Structure No Ca1c;�ilated, Parameter Importance Factor 1 Hurricane Prone Pegion IV>100 mph) Table 6 -2 Values Alpha 1 9.500 zg 1 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I = 500.00 ft Epsilon = 0.200 min = 15.00 ft 0 2 B WIND02 v2 -04 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gc i Max + Max - Open Buildings Partially Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0.00 -0.55 -0.18 Enclosed Buildings 0.18 -0.18 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev 0 Kz Kzt q IbJft "2 Pressure Ib /ft ^2 Windward Wall* +GCpi P -GCpi 15 0.85 1.00 46.32 23.16 39.84 Figure 6 -6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems SMethod 2) L z eta L h WIND02 v2 -04 Detailed Wind Load Desian (Method 2) per ASGI= 7 -U5 Var�abie 1= ormula ' Value.; :Units >; Kh 2.01 *(15/zg) "(2 /Alpha) 0.85 -11.35 Kht Topographic factor (Fig 6 -4) 1.00 -19.22 Qh .00256 *(V) "2 *1 *Kh *Kht *Kd 46.32 psf Khcc Comp & Clad: Table 6 -3 Case 1 0.85 -0.12 Qhcc .00256 *VA 2 *1 *Khcc *Kht *Kd 46.32 sf Wall Pre: §sure Coe#f�rents� Gp , Surface C Windward Wall See Figure 6.5.12.2.1 for Pressures 0.8 Roof Pressure: Coef# +credts, Cp ''; Roof Areas . ft. - Reduction Factor 1.00 Leeward Walls (Wind Dir Normal to 42 ft wall) -0.44 -25.59 -8.91 Leeward Walls (Wind Dir Normal to 55 ft wall) -0.50 -28.03 -11.35 Side Walls -0.70 -35.90 -19.22 Roof Wind Nisi hAl Rad a heta> 1 Q : for :Vl/and?Normal to 42 :fit face'a_ Windward - Min Cp -0.63 -33.12 -16.44 Windward - Max Cp -0.12 -12.92 3.76 Leeward Normal,to Ridge -0.37 -22.94 -6.26 Overhang Top (Windward) -0.63 -24.78 -24.78 Overhang Top (Leeward) -0.37 .14.60 -14.60 0 verhang Bottom (Applicable on Windward only) 0.80 31.50 31.50 Rgof U1hnd Parallelaa Rid :e AII;Theta _ f ©r:Wnd _Narmal::to 55 ft Face .: Dist from Windward Edge: 0 ft to 21.5 ft - Max Cp -0.18 -15.43 1.25 Dist from Windward Edge: 0 ft to 5.375 ft - Min Cp -0.90 -43.77 -27.10 Dist from Windward Edge: 5.375 ft to 10.75 ft - Min Cl -0.90 -43.77 -27.10 Dist from Windward Edge: 10.75 ft to 21.5 ft - Min Cp -0.50 -28.03 -11.35 Dist from Windward Edge: > 21.5 ft -0.30 -20.15 -3.47 * Horizontal distance from windward edge a c WIND02 v2 -04 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a it I_2_� - 3! - -' -3 I I r r r 1 1 I I I I I I I 1 1 I I 1 1 1 1 2; 1 ; 1 2 , I 1 I I I t 1 r 1 4 I 1 i 1 I 1 I IT I 1 1 - - - -r- - r- - - I - -. I I I 1 a a a. Gabled Roof 7 < Theta <= 45 a = 4.2 = => 1 4.20 ft Double Click on anv data entiv line to receive a heto Screen Component Width (ft) Span (ft) Area (ft ^2) Zone GCp Wind Press (Ib /ft "2 Max Min Max Min Joist 1 2 12 48.00 1 0.36 -0.83 25.19 -4787 Joist 1 2 12 48.00 2 0.36 -1.36 25.19 -71.31 Joist 2 2 2 4.00 1 0.50 -0.90 31.50 -50.03 Joist 2 2 2 4.00 2 0.50 -1.70 31.50 -87.09 0.00 Frech Door 6 6.67 40.02 4 0.89 -0.99 49.73 -54.37 Frech Door 6 6.67 40.02 5 0.89 -1.19 49.73 -63.34 Window 1 5 4 20.00 4 0.95 -1.05 52.20 -56.83 Window 1 5 4 20.00 5 0.95 -1.29 52.20 -68.26 Window 2 3 4 12.00 4 0.99 -1.09 54.01 -58.65 Window 2 3 4 12.00 5 0.99 -1.37 54.01 -71.89 5 WIND02 v2 -04 Detailed Wind Load Design (Method 2 ) pper ASCE 7 -05 Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. Note: * * * * ** Calculations have been adjusted to comply with ASCE -7 WALL 1 2.8 2.80 4 1.00 -1.10 54.66 -59.29 WALL 1 2.8 2.80 5 1.00 -1.40 54.66 -73.19 0.00 0.00 0.00 0.00 0.00 Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. Note: * * * * ** Calculations have been adjusted to comply with ASCE -7 WIND02 v2 -04 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Component PRESURE AVERAGE KUPLIFT (Lbs) GRAVITY LOAD (psf) GRAVITY REACT. (Ibs) D.L (psf) 0.6D.L +W.L REACT. (Ibs) Joist 1 59.09 709.09 55.00 660.00 .&OU 651.49 Joist 2 68.56 137.12 ;55 00 110.00 8.00: 127.52 WIND02 v2-04 Detailed Wind Load Design (Method 2) per ASCE 7-05 LATERAL WIND L 55 fl0 ft . B= 42.00 A:,. (Per p. to Wind Direction) H2= (Dist From Eave to Ridge WALLS WIND PRESSURE HEIGHT (ft ) MOMENT Ki ps -ft /ft FORCE Ibs/ft @ Reactlion L2 Ll WALL 0.00 Cladding 0.00 TRUSS 1 32.25 MWFRS (Windward ) 179.79 .Z.O..O; 359.57 48.92 MWFRS (Leward Side Walls) 220.16 168.1 USING: Nu-Vue Masonry Wall: MASONRY WALL ANALYSIS AND DESIGN Project Location: Sy: DESIGN METHOD IBC 2000: Working Stress Design MASONRY MATERIAL Hollow Core Concrete Masonry Units MORTAR TYPE Type S MORTAR MATERIAL Portland Cement Lime Mortar BLOCK PLACEMENT Running Bond MASONRY WALL DATA: ------------------------------ - - - - -- Wall Height Nominal Wall Thickness Depth to c.g. Steel, Wall Parapet Height Nominal Parapet Thickness Depth to c.q. Steel, Parapet Design Strip Width Main Wall Reinf. Layers Wall Grout Spacing Support 'Type at Base Span Type 9.00 ft. — 8.00 in. — 3.81 in. = 0.00 ft. 0.00 in, 0.00 in. 12.00 in. = One Layer = Partially Grouted Pinned Support Supported Top and Bottom WALL LOADS: ------------------------------------ Wall Weight = 60.00 psf. Floor or Roof Load: Dead = 0.0 Lb Live = 0.0 Lb Eccentricity = 0.00 in. Additional Vertical Load: Dead = 0.0 Lb Live = 0.0 Lb - Eccentricity = 0.00 in. Vertical Distance (y) = 0.00 ft. Equivalent Fluid Pressure = 0.00 pcf. - Vertical Distance (x) = 0.00 ft. SEISMIC LOADS: ------------------------------------ Site Class (A to F) — Class A Seismic Use Group = I Short Period Spectral Acceleration, Ss = 0.00 % One Second Spectral Acceleration, S1 = < 0.75 g (Computed) Design Category, = Category A Parapet Component Importance Factor, Ip = 1 Parapet Height /Roof Height Ratio z/h = 0 Veneer Weight = 0.00 psf. Seismic Load on Main Wall* = 6.00 psf. * Minimum Code Required Value Seismic Load on Parapet Wall = 0.00 psf. 9 Masonry Wall: MASONRY WALL ANALYSIS AND DESIGN Project Location: By: WIND LOADS: ------------------------------ - - - - -- Distance From Load Magnitude Base of Wall (ft) W or H (plf, lb) Start End ---------------------------------------- 1 W 66.24 0.00 9.00 2 3 4 5 Notes: 1. "W" designates a uniform distributed wind load. "H" designates a concentrated horizontal wind load. 2. Horizontal loads are positive to the right. MASONRY DATA: --------- --------------------- -- - - -- Masonry Unit Strength = 1900.00 psi. Masonry Compressive Strength, f'm = 1500.00 psi. Allowable Flexural Stress, Fb = 500.00 psi. Allowable Shear Stress, Fv = 38.73 psi. Allowable Tension: No Grout, Ft = 25.00 psi. Solid Grout, Ft = 68.00 psi. Modulus of Elasticity, Em = 1,350 ksi. Modular Ratio, Es /Em = n = 21.48 Single Grouted Cell + Web Width = 8.00 in. Nominal Length of Masonry Unit = 16.00 in. Block Face Shell Thickness = 1.25 in. Nominal Minus Actual Thickness = 0.38 in. MATERIAL DATA: ------------------------------------ - Steel Yield Strength, Fy = 60.00 ksi. Allowable Steel Stress, Fs = 24.00 ksi. Modulus of Elasticity, Es = 29,000 ksi. REINFORCED WALL DATA: ------------------------------------ Minimum Steel Ratio, As /bt = 0.0007 10 Masonry Wall: MASONRY WALL ANALYSIS AND DESIGN Project Location: Hy: 7/ I—'i F— I 1 I I I II " I I I 1 3 i ---7 1 - -- I I i I 1 IL 66.24 6.00 � I � I � F —J I I I I J i i i GRAPHIC SUMMARY OF MASONRY WALL DATA 8.00 3.81 Floor / Roof 11 9.00 ft. Masonry Wall: MASONRY WALL ANALYSIS AND DESIGN Project . Location: By: ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** S U M M A R Y O F R E S U L T S F O R M A I N W A L L ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DESIGN LOADS: Moment, Ms = 670.7 ft -lb / 12.00 in. Axial Load, Ps = 162.0 Lb / 12.00 in. Load Combination = 0.6 *DL +1 *WL Eccentricity at Moment, e = M/P = 49.68 in. NOTE: Max. moment is located in Zone C, (e > 2d/3) Wall is cracked, steel is stressed in tension. Max. Shear, Load Combination Vs = 298.1 Lb / 12.00 in. = 0.6 *DL +1 *WL ANALYSIS RESULTS: ------------------------------------- Design Strip Width = 12.00 in. Actual Wall Thickness, t = 7.63 in. Effective Height, h' = 9.00 ft. Seismic Force, (IBC 2000 1620.1.7) Fp = 6.00 plf. / 12.00 in. Minimum Area of Steel, Vertical Reinf. = 0.064 in. ^2 / 12.00 in. Minimum Area of Steel, Horiz. Reinf. = Not Required Ref. ACI 99 1.11 /IBC 2000 2109.6.5 DESIGN RESULTS: All. Moment Bar Fa, psi fv, psi @ Axial Load Bar Spa. Size (4/3 *.25 *f'm *R) (V /b'd) (P =162.0 lb) (in. o.c.) --------------------------------------------------------------------------- #3 451.93 13.03 816.5 16.00 #4 460.56 26.06 749.1 32.00 #5 463.83 39.09 771.6 48.00 #6 463.83 45.60 915.9 56.00 47 463.83 45.60 1,176.2 56.00 #8 463.83 45.60 1,269.7 56.00 #9 463.83 45.60 1,369.5 56.00 Max. vertical bar spacing is 72 inch per ACI 99 2.3.3.3 (commentary) Per IBC 2000 2107.2.4, bar size is limited to #8 12 Masonry Wall: MASONRY WALL ANALYSIS AND DESIGN Project : Location: By: MASONRY WALL INTERACTION DIAGRAM: (DEAD + LIVE LOAD ONLY) --------------------------------------------------------------------------- Effective Wall Height = 9.00 ft. Solid Masonry Area, Ae = 40.25 in ^2 Actual Wall Thickness = 7.63 in. All. Axial Stress, Fa = 347.88 psi. Depth to c.g. Steel = 3.81 in. All. Bending Stress, Fb = 500.00 psi. Design Width = 12.00 in. All. Steel Stress, Fs = 24.00 ksi. Reinforcing Design = #5 @ 48 in. o.c. Dial Moment 14002 { + + + + + + + + + + + + 1101 { + 13366 I + 1216 I + 12729 1 + 1330 1 + 12093 1 + 1444 I + 11456 I + 1559 I + 10820 I + 1673 I + 10183 I + 1788 I + 9547 I + 1888 I + 8910 ► + 1950 { + 8274 I + 1935 I + 7637 I + 1878 I + 7001 I + 1793 I + 6365 i + 1709 I + 5728 I + 1617 I + 5092 I + 1521 1 + 4455 1 + 1424 + 3819 I + 1327 M 1 + 3182 I + 1231 I + 2546 I + 1136 I + 1909 I + 1042 i + 1273 I + 898 I + 636 i + 722 to + 0 1 + 545 ------------------------------------------------------------ - - - - -- NOTES: Axial Load = Lb, Moment = ft -lb + = Moment Capacity o = Applied Moment Positive moment is defined as moment which causes compression on the outside face of wall. 13 ,. Masonry Wall: MASONRY WALL ANALYSIS AND DESIGN Project Location: 13y: MASONRY WALL INTERACTION DIAGRAM: (WIND / SEISMIC LOADS) --------------------------------------------------------------------------- Effective Wall Height = 9.00 ft. Solid Masonry Area, Ae = 40.25 in ^2 Actual Wall Thickness = 7.63 in. All. Axial Stress, Fa = 463.83 psi. Depth to c.g. Steel = 3.81 in. All. Bending Stress, Fb = 666.67 psi. Design Width = 12.00 in. All. Steel Stress, Fs = 32.00 ksi. Reinforcing Design = #5 @ 48 in. o.c. Axial Moment 18669 I + + + + + + + + + + + + 1468 { + 17821 I + 1621 i + 16972 I + 1773 + 16123 I + 1926 I + 15275 I + 2079 1 + 14426 I + 2231 I + 13578 J + 2384 I + 12729 I + 2517 I + 11880, J + 2599 + 11032 1 + 2580 I + 10183 I + 2504 I + 9335 { + 2391 ( + 8486 1 + 2278 I + 7637 I + 2155 I + 6789 I + 2028 { + 5940 1 + 1899 I + 5092 { + 1770 { + 4243 I + 1642 J + 3394 I + 1515 { + 2546 1 + 1389 I + 1697 1 + 1197 1 + 849 1 + 963 { o + 0 I + 726 ------------------------------------------------------------ - - - - -- NOTES: Axial Load = Lb, Moment = ft -lb + = Moment Capacity o = Applied Moment Positive moment is defined as moment which causes compression on the outside face of wall. 14 MIAMI —DADE COUNTY, FLORIDA M'® METRO —DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1107 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (N" www.miamidade.GOV /buildinecode Sunshine Windows Manufacturing, Inc. 1745 W. 33"1 Place Hialeah, Florida 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "2001" 8'0" Outswing Aluminum French Door - L.M.I. APPROVAL DOCUMENT: Drawing No. FD08 -1, titled "Series 2001 Aluminum French Door Impact Resistant", sheets I through 4 of 4, prepared by the manufacturer, dated 04/02/08 with the latest revision, dated 10/28/10, signed and sealed by Francisco Hernandez, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Division. MISSILE .IMPACT RATTING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. .RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08-0417.05 and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI�ADE COUNTY NOA No. 10-0322.11 Expiration Date: May 08, 2013 Approval Date: December 16, 2010 Page 1 Sunshine Windows Manufacturing, Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No FD08 -1, titled "Series 2001 Aluminum French Door Impact Resistant ", sheets 1 through 4 of 4, prepared by the manufacturer, dated 04/02/08 with the latest revision, dated 10/28/10, signed and sealed by Francisco Hernandez, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum swinging glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3399, dated August 16, 2002, signed and sealed by Late Gilbert Diamond, P. E., reviewed, signed and sealed by Joseph O. Chan, P. E. (Submitted under previous NOA No. 02-1104.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 03/31/08, prepared, signed and sealed by Francisco Hernandez, P. E. Complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Sailex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05 /21/11. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2007, dated March 12, 2010, signed and sealed by Francisco Hernandez, P. E. 2. Laboratory compliance letter for Test Report No. FTL -3399, issued by Fenestration Testing Laboratory, Inc., dated August 16, 2002, reviewed, signed and sealed by Joseph O. Chan, P. E. (Submitted under previous NOA No. 02-1104.03) G. OTHERS 2. Notice of Acceptance No. 08-0417.05, issued to Sunshine Windows Manufacturing, Inc., Inc. for their Series "2001 Aluminum French Door Impact Resistant", approved on 05/22/08 and expiring on 05/08/13. Jaime D. Gascon, E. Chief, Product Control Division NOA No. 10--0322.11 Expiration Date: May 08, 2013 Approval Date: December 16, 2010 E -1 s' 10' II ' 26 1/8' MAX. DAYLJGW rn N 10 \ 5" 10' MAX. 37' MAX. IMBER OF ANCHORS SEE NOTE 11 AND - THIS SHEET. FOR DETALS SEE 2OF4AND30F4. rn N� —rte L--io-*--J 1 5' MAX. 13 0 A REV. 13 5" 10` MAX. NAX 72' NAX. DOOR WIDTH ELEVATIONS MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED DESIGN PRESSURES CHART- PSF DOOR DOOR DOOR DOOR LEAF 26 8' 261/8- M0 DAYLIGHT MAX, GAYLIGHT (NOMINAL) ORS PBS. NEG. (NOMINAL) PER HEAD PER JAMB AND SILL m� A m PPLATE 3,-0" Cr t 2 8 70.0 70.0 2' -6" 3 70.0 70.0 18 4 6, -8„ 7 70.0 70.0 2r -6" 3 70.0 70.0 E 0 A REV. 13 5" 10` MAX. NAX 72' NAX. DOOR WIDTH ELEVATIONS MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED DESIGN PRESSURES CHART- PSF DOOR DOOR DOOR DOOR LEAF LEAF HEIGHT LEAF WIDTH ANCHORS (NOMINAL) ORS PBS. NEG. (NOMINAL) PER HEAD PER JAMB AND SILL 3,-0" 4 8' -0., 8 70.0 70.0 2' -6" 3 70.0 70.0 31-0" 4 6, -8„ 7 70.0 70.0 2r -6" 3 70.0 70.0 NOTES: 1. ANCHOR OPTIONS AND NUMBER OF ANCHORS; 1/4' ULTRACON BY FIA WITH 1 12' MN. EMBEDMENT INTO CONCR�IE BLOCK OR //14 S.N.S. 1 1/2' ERN. EMBEDMENT INTO 2 BY WOOD BUd( OR 114 S.N.S. X 1 1/2' IN MG & FOR NUMBER OF ANCHORS FOR EACH DOOR UNIT SIZE REFER TO DESGN PRESSURES CHART. 2 1D AFL OF 4_(2AT ACBYE LEAF AND 2 AT INACTIVE LEAF AT HEAD AND SO-L) ALL DOOR F1 USN BOLTS SHAD. BE ENGAGED IN ORDER TO AC &W OEM PRESSURES ON CHART. 3. GLAZING: 5/16' OVHRALL J.AAtNATEO GLASS MADE OF TWO UIES OF 1/8' HEAT STRETHGDHENED GUSS WON A 0.090' INNER LAYER FILM SAFW- KEEPSAFE BY SDLUTIA INC. CLAZING POlETMMTION 0.533'. 4. COLONIAL MUNINS CAN BE APPLIED. 5. FRAME CORNERS CONSIST OF BUTT JOINTS FASTENED WITH (2) 010 X 1' PAN HEAD SHEET METAL SCREWS. 6. SEALANT AROUND PERIMETER OF DEAD BOLT. HANDLE. STRIKE PUBES, FLUSH BOLTS, FRAME. PANEL. M. 7. RF}ERENCE: TEST REPORT M-3399 DATED JULY 24. 2002. & THIS PRODUCT MEETS THE R EOUIREMWS OF THE 2007 FLORIDA SUILOM COOS 9. 1' BY OR 2' BY WOOD BUCKS NOT BY SUNSHINE WINDOWS. TO BE DESIGNED SEPARATELY AND SHALL SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEIR TO THE BUILDING STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALIATION. 10. DOORS R EOUIRNG FILL USER PASSAGE SHALL COMPLY MTH EGRESS REQUFTENENTS PER 2007 FLORIDA BUILDING COM r� 1 .� 10-28 -10 h9i9 IFS �F Sunshine Vindows mwacwq, Inc. 1745 W. 33rd Wrn Hl *O% nWft 33012 Ph, (305)354-9852 fw..(305)a28 -5115 E5 z a� o� Ir•1 Q C/? Fi o U � °z� Lin rti 5,,,," 9. N M Date: 04 -02 -05 sc..: NTS P-w. -25 -1 P.A.M DMMND N0. FD08 -01 SHEET 1 OF 4 ANCIORS 06" FROM CORNERS AND THE REST 1/4' SHIM W. (11M.) 012 O.C. LAX. FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE It AND DESIGN ° PRESSURE CFMRf ON SHEET 1 OF 4. (TWA FOR DOOR JAMBS) ° Il 12 .v 4 ° Sunshine Windas g MOnU(Odtlfllg, 1n6. 3 1 7 3 3 8 5 n46 W. aka Pipe " 8 3 10 10 13 13 10 10 WON Iona° 3x012 Ph; (305)364-0052 FOx;(305)1125 —fi115 A Q 0 9 o g o« REV: SHALLL WITHSTAND H�ALLL�MIINND OTHERS YSfM CMU WALL 0 • W6 "CAL FOR ALL WOOD BUCKS) �, a p w N0� °N �'� 1 OF 4• GLAZING DETAIL A ANCHORS 06' FROM CORNERS AND THE REST 1 1 . 12 ° x '0 012' D.C. MO. FOR ANCHOR OPTIONS AND S w U NUMBER OF ANCHORS SEE NOTE 1 AND DESIGN 4 0.090' SAFLEX- KEEPSAFE BY SOLUTA ° . PRESSURE CFW ON SHEET 1 0 4. ..' ,a. 4 (IVpN:AL FOR DOOR UAMBS) '. 1/8° HEAT i /a" HEAT A4 "'� 5 8 STRENGTHENED STRENGTHENED " 13 16 o .p PERIMETER TRIM (OPTIONAL) 1 /(MINIGLASS SITE a" ^: `� Q+ /•� _ ` SILICONE DOW PEC RA CORNING 95 895/ 'jo 9 l\.L..�/1 a. • PECORA BB5 NM Day; 04 -02 -08 scar: 1 z ".r 9.w.wn 10 -2e -1G Rf3%,CFREV[SES HORIZONTAL SECTIONS sarag44agvrbh Ra Marlda DIaAw HO HO 51iDy:Caat aDe¢Nn -0 22 !! FD08 -01 3 (a_Q8_IO SHEET 0 fi" FRN#CWO HERNAHM 2 OF 4 FL PE 0 51363 IBV OR 20Y WOOD BUCK BY OTHERS SHALL WITHSTAND ALL GLADNG SYSTEM (DADS (iWICAI FOR ALL WOOD BUCKS) SEE NOTE 19 ON SHEET 1 OF 4. ,.G O I 1 \ 0 IMPACT GLASS: SEE NOTE 13 ON SHEET i OF 4 AND MING DETAIL SHOWN ON SHEET 2 OF 4. STRUCTURAL SiHANE DOW OORING OR SIMLAR a < HIGH STRENGTH GROUT. MUST BE MIN. 3 KSL NON SHRINK NON MEFALIC. ANCIVO 05' FROM CORNERS AND THE REST 010 O.C. MAX. FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE #1 AND BMW PRESSURE CHART ON SHEET I OF 4. MW AL FOR HEAD AND SILL) VERTICAL SECTION MATERIAL LNT ITEM # PART # REQD. DESCRIPTION MATERIAL 1 SW -38 1 FRENCH DOOR HEAD 6063 —TB 2 SW -39 4 FRENCH DOOR TOP AND BOTTOM RAIL 6063 —T6 3 SW -36 4 FRENCH DOOR VERTICAL STILE 6063 —T6 4 SW -37 2 FRENCH DOOR JAMB 6063 —T6 5 SW -40928 (4-) 1 PER ANCHOR FLAT FILL COVER 6063 —T5 6 SW -40 1 FRENCH DOOR SILL (MILL FINISH) 6063 —T6 7 SW -47 1 FRENCH DOOR ADAPTER 6063 —T5 8 SW -3332 AS REQ'D FIN PILE WEATHER STRIP POLYPROPYLENE 9 SW -57 3 PER LEAF 8" BUTT HINGE 6063 T5 10 SILICONE AS REQ'D DOW CORNING 995 /PECORA 895 SILICONE 11 SW —L1 1 LOCK (LATCH) METAL 12 SW -1-2 1 YALE NEW TRADITIONS' 800 SERIES DEAD BOLT LOCK, KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR METAL 13 SW —FB 2 PER LEAF SERIES 2510 CONCEALED FLUSH BOLT BY REGENT METAL 14 SCREWS AS —REQ'D 10 X 1° SMS 15 SCREWS AS —REQ'D 10 X 1 1/2" SMS 16 SW -30 AS —REQ'D APPLIED PERIMETER TRIM 6063 —T5 17 SCREWS AS —REQ'D # 8 X 1/2" SMS 18 SW —H 1 SURFACE MOUNT HANDLE METAL 4.375 OFD MEAD (SW -38) FD TOP 0 BOTTOM RAIL (SW-39) Q FD VERTICAL STILE (SW -36) T ) 6 PERIMETER TRIM Jf I I I r 5.00' 3y -I ®FD JAMB (SW -37) O FD FLAT FILL COVER (SW- 409280) ©FD SILL (SW -40) .687, IRODDGT REV19@, �, n tic6ePi�srIH1156 Etorldll n O ZM( u �1- A45ep ¢ R O FD ADAPTER(SW -47) O FD HINGE (SW -57) FUNIU9m HERWNOEZ FL PE 1 513 93 )IOIIU actumg, Inc. 1745 W. 33M Plea HW.de FWft 33017 Ph: (305)364 -9062 Fer.(305)m -5116 a� a A � $ z u &W� w_ D,- I*,: N M Se4: Scots: R�vNkn:10 -48 -10 Rnhlon: OROMG N0, FD08 -01 SHEET 3OF4 2 9 10 BY t' PH. SMS DOOR FRAME UPPER CORNER. DOOR FRAME BOTTOM CORNER CORNER CONSTRUCTION DETAILS DOOR PANEL UPPER CORNER DOOR PANEL BOTTOM CORNER Manufacturing, Inc, 1745 W. 33,d Plaa. 1W.a14 FWWG 35012 Ph: (305)354 -0052 Fa.:(305)AW-5114 r� C H a A � $�xa� N z U W uo Dr .a a�w �N9M-9 oatr �f6 Sol.: 1 2 -1 RW&l 10 -2H-1e R.4.1— ORAYIINo N0. FD08 -01 SHEET 4OF4 raonucr[e�t °rs� a>frontr(�ingWatEt9atlta:fJO Aa15IpgQhQa 11 6e.tgFUeex,l - HY eYHeFat Auk rroHcct Cwµipp Uit{$oll . to -2.d. F0 FL PC # 51311E993 4ROE2 Manufacturing, Inc, 1745 W. 33,d Plaa. 1W.a14 FWWG 35012 Ph: (305)354 -0052 Fa.:(305)AW-5114 r� C H a A � $�xa� N z U W uo Dr .a a�w �N9M-9 oatr �f6 Sol.: 1 2 -1 RW&l 10 -2H-1e R.4.1— ORAYIINo N0. FD08 -01 SHEET 4OF4 S A W l `Il ............................................................................................... ......... ...... ....... ..... ....... S. W. 84th .. ...... ....:...... St - ... ' ......... 20' + - ASPHALT PAVEMENT .............. / • . ,.•,•,•.•.'.•.•.•.•.•.. cS° �- ............... .'.'.'.' .'.'.'.'.'.'.'.`.'.'.'.'.'.'.' . . .... . .....'.'.....'.'... ............ ...........'.'.'..'.'.' 0 ........ 5 TOTAL PROPERTYADRESS: 5930 SW 84th Street .'.'.'.'..'.'.'.'...'. '.'.'.'..'.'.'...'.'.'..'.'.'.' SUFFIX: L South Miami, FL. 33143 DATE: 09 -11 -2009 °o '.'.'.'. 17' +/- PARKWAY HEREBY CERTIFY: THAT THIS DRAWING REPRESENTS THE RESULT OF A SURVEY OF THE THIS SURVEY IS NOT+.`1/A{ OUT THE SIGNATURE IITHIN DESCRIBED PROPERTY AND THIS DRAWING AND SAID SURVEY WERE PREPARED BY E OR UNDER MY DIRECTION. AND RAISED SEAL.OF OR CNSED SURVEYOR HERE ARE NO ENCROACHMENTS UNLESS SHOWN THEREON. 1.4'X1.4 OTES: 4 '� w `` '`- • �j• ` THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. COLUMN ETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY THIS . .. 80.00' R &M) :'.:..'. A ESERVATIONS OR EASEMENTS OF RECORDS. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. 165.1' FlP 1 2' UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT AN ATTEMPED TO LOCATED ...... .. OOTINGS AND /OR FOUNDATIONS. NOT VISIBLE ENCROACHMENTS WERE FOUND ON THE PROPERTY, UNLESS SHOWN 0.2' NO I.D t�k *�,�_' ATLCAVTIC�' GC�S°�`OF 0101A +' 8341 SUN$Er--A- 1T .�GI�M FL�b31 3 ...... ALL BEARINGS SHOWN REFER TO AN ASSUMED MERIDIAN AS PER TOWNSHIP MAP TEL: (305)$tii-#QH,5t/�Xx��) 596 -0919 NO I.D. ASIS OF BEARINGS IS THE CENTERLINE OF S.W. 5TH. ST. (N87 54'32-E) L. B. 2077 ............ ......... . .. W "•'•' ' .•. .•ASPHALT '• o •••12.0' •' ......:.DRIVEWAY:....... . �, PLANTER a•NVAS . �e�} .'.'� I .50' _ LOT -6 BLOCK -6 OD CAI V■ 3 9 F M FlP 1/2° NO I.D. ANOPY 50' it d GARAGE 28,0' FO ELV =8.80' w 5'6' n A/C ONE STORY ~ Ln RESIDENCE # 5930 F.F.E. 9.70' 5 '• 55.0' ,a L7. ROOFED & SCREENED 10.0' SHED 0 /-6' WOOD FENC 30,00' (R &M) FlP 1/2° NO I.D. 16.50' 1T1 z m L= 50.04' 0) z r z Z C-) —L 0) LOT-3 BLOCK -6 D =3 °58'32" R= 721.19' T= 25.03' 0.2' 4' C.L. FENCE FlP 1/2" NO I.D. R &M) FND NAIL B.C. I I a N Alllt%- Graphic Scale 2d o I'd --d a' =rd LOCATION MAP N (NOT TO SCALE) LEGAL DESCRIPTION: LotS 4 and 5, in Block 6, of SEA VIEW PARK AMENDED, according to the Plat thereof, as recorded in Plat Book 17, at Page 80, of the Public Records of Miami Dade County, Florida. AND The North -1 of that certain roadway lying South of and adjacent to Lots 4 and 5, in Block 6, of SEA VIEW PARK AMENDED according to the plat thereof as recorded in Plat Book 17, at Page 80, of the Public Records of Miami Dade County, Florida. = J Z w N W 0 X: = z ¢ a a x ¢ LU ZZ w - w Q Q w N 3 W J U 3 Ito KOS U z U Y J w m W Z Z Q p OX JO Cr W Z U O Q m > W Q O 3 U v o m u a ! a ° I n 0 0 z Z w > i w c 3 a a Z J Y W Z O Z r Q W 2 W W O° P Q ¢¢ ¢ytoN o vi U d> x W i W < G x N to N N p M Z Q a } J LUV � f r z W J Wt� p z (n W . z 0,0 u Z 01 o x aIapE Q N O ~ � Z >aa amaz¢ > d v LIJ 0 c m u V' F z a a a m a z x W J J 0 � x g 0 w J J p 1? p p Fn 2 p p C W z� x Q U 0 Ii Y0. E J L W pQ li W li F J � v d U' YJ W Z_ZZ � U O LUU Z {Wy z W ZZ0 H U m F p J H U 0 C J V p ¢ W V J m C Q W ( 7 Q 01, 2 J W O Q Q m V U U U U O Vi U ° m 06 :d Q Q m U U U W tJ U FLOOD ZONE: WITHIN ZONE: X ORDER NO.: M -9995 ELEV.: N/A FIELD BOOK : "BBC" FOR: RICHARD G. CHEE -A -TOW COMMUNITY: 120658 DATE: SEPTEMBER 23, 2011 PROPERTYADRESS: 5930 SW 84th Street PANEL No.: 0458 UPDATE: SUFFIX: L South Miami, FL. 33143 DATE: 09 -11 -2009 HEREBY CERTIFY: THAT THIS DRAWING REPRESENTS THE RESULT OF A SURVEY OF THE THIS SURVEY IS NOT+.`1/A{ OUT THE SIGNATURE IITHIN DESCRIBED PROPERTY AND THIS DRAWING AND SAID SURVEY WERE PREPARED BY E OR UNDER MY DIRECTION. AND RAISED SEAL.OF OR CNSED SURVEYOR HERE ARE NO ENCROACHMENTS UNLESS SHOWN THEREON. AND MAPPER ���' ° r J OTES: 4 '� w `` '`- • �j• ` THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO ETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY THIS __ - _ s �. URVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, A ESERVATIONS OR EASEMENTS OF RECORDS. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. e NARCIS© AM R&Tlt UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT AN ATTEMPED TO LOCATED PROFfs&6�cf' L�#FQ;SUR�4EXO Nc� Z OOTINGS AND /OR FOUNDATIONS. NOT VISIBLE ENCROACHMENTS WERE FOUND ON THE PROPERTY, UNLESS SHOWN S- ;AT €�OT+F� F s� �S�.. .MF •� �~ IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D. 1929 BENCH MARK USED No. . WITH ELEVATION: t�k *�,�_' ATLCAVTIC�' GC�S°�`OF 0101A +' 8341 SUN$Er--A- 1T .�GI�M FL�b31 3 ALL BEARINGS SHOWN REFER TO AN ASSUMED MERIDIAN AS PER TOWNSHIP MAP TEL: (305)$tii-#QH,5t/�Xx��) 596 -0919 ASIS OF BEARINGS IS THE CENTERLINE OF S.W. 5TH. ST. (N87 54'32-E) L. B. 2077