The URL can be used to link to this page

RC-10-1531Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 150476 Permit Number: RC -8 -10 -1531 Scheduled Inspection Date: July 11, 2011 Inspector: Bruhn, Norman Owner: PUFF, MARTIN Job Address: 1208 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: J&C TRUJILLO INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number (786)553 -7400 Parcel Number 1132050090360 Phone: (786)361 -1100 Building Department Comments INTERIOR RENOVATIONS. REMODEL MOVE KITCHEN & BATHROOM ADD WALKING CLOSET PANTRY Inspector Comments Passedv% Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 08, 2011 For Inspections please call: (305)762 -4949 Page 6 of 32 APPENDIX 13 -D Effective March 1, 2009 FORM 11008-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Component Prescriptive Method B ALL CUMATE 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 Fomi 1100B for single -and multiple - family residences of three stories or less in height, additions to existing residential buldings, 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 11B-1 and all applicable mandatory requirements summarized in Table 11B-2 of this form. If a building does not comply with this method, it may still comply under Method A of Chapter 11 orSubchapter 13-6 of the applicable code. PROJECT NAME: AND ADDRESS: PUFF gegOeoce BUILDER: [208 Kle Qg S igeor PERMITTING OFFICE: 141.44. L. 3-51V3 OWNER: V62a »Icp lLuFF PERMIT NO.: 1 0 1 63 3 1 JURISDICTION NO.: 2 3 2 4, 0 0 1. New construction including additions which incorporate any of the following features cannot comply using this method: skylights or othernonverthal roof glass, glass areas in excess of 16 percent of conditioned floor area, and electric resistance heat (See Notes to Table 11B-1 on page 2). 2. Fill in all the applicable spaces of the "To Be Installed" column on "Table 11B-1 with the information requested. All "To Be Installed" values must be equal to or more efficient than the required levels. 3.Comptete page 1 based on the "To Be Installed" column information. 4. Read "Minimum Requirements for All Packages ", Table 11 B-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 owners agent must also sign and date the form. 1. New construction, addition, or existing building 2. Single - family detached or multiple- family attached 3. 4. 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 8. Floor type, area or perimeter, and ins 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. Wall type, area and insulation: If multiple-family -No. of units covered by this submission Is this a worst case? (yes/no) a. Exterior. b. Adjacent 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) 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, nat. 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. OxiSTttilbj 2. 504411.0 1=p►!'I t.`i 001 3. 4. NO 5. 216540 6a. 1.1 6b. .015 6c. 330 sq. ft. 8a. R= Ci lin.ft 8b. R= I'3 TIT sq.it 8c R= sq.fL 8d. R= sq.ft sq.fL 1. R = F11'JSO sq. it 9a -2. R= 1 ••• 9b-1. R= _„ • sq.ft • • 9b-2. R= •.•• • sot. c ••• • • • • s• •• 10a. R= t1 sgtf.2.O k 10b.R =sq.fL1141••- 11a.R= 8 •4.,.541 • • 11 b.Test report attaclSYee No • • •r- 12a. Type: GOO ?•AL= 01tiST 12b. SEER/EER: t5 • • ► • 12c. Capacity: (p D=L�OID �TLI • 13a. Type: OL.>sCl 5T t� P • • 13b. HSPF /COP /AFU8: • • • ••• s_ 130. is • 5 14. UV No ••• ••• 15a. Type: 8 Leer /£X I ST 5 15b. EF: Ci .q O I hereby certify that the plans and specifications covered by the calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify OWNER AGENT: / / MiJ /.iii.: e Flo , Energy 2007 FLORIDA BUILDING CODE - BUILDING Review of plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before conduction is completed is building will be inspected for compliance in accordance whh Section BUILDING OFFICIAL 0Z -/I-10/0 DATE: 13 -D.23 •• • •••• • •••• • ••• • • •.• •••• • • • •••• • •••• • • APPENDIX 13-D 'I° TABLE 119-1 MINIMUM REQUIREMENTS (See Nde 1) All Climate Zones BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (see Note 2): U -Factor = 0.65 SHGC = 0.35 %ofCFA < =16% U -Factor = SHGC = %of CFA= Exterior door type Wood or insulated Type: Walls - Ext. and Adj. (see Note 3): Frame Mass (see Note 3) Interior of wall: Exterior of wall: R -13 R-8 R-4 R -Value = R -Value = R -Value = Electric resistance heat (See Note 10) Not allowed N1108AB.1.21 Ceilings (see Notes 3 & 4) R=30 R -Value = Floors: Slab -on -grade Over unconditioned spaces (see Note 3) No requirement R -13 R -Value = Hot water systems (storage type) Electric (see Note 5): Gas fired (see Note 6): 40 gal: EF = 0.92 50 gat EF = 0.90 40 gal: EF = 0.59 50 gal: EF = 0.58 Gallons = EF = Gallons = EF = Air conditioning systems (sec Note 7) SEER =13.0 SEER = Heat pump systems (see Note 8) SEER = 13.0 HSPF = 7.7 SEER = HSPF = Gas furnaces AFUE = 78% AFUE _ 011 furnaces AFUE = 78% AFUE _ Programmable thermostat (see Note 10) Must be installed on all HVAC systems. Installed? Yes No Ductwork (see Note 9) Unconditioned space' Conditioned space Unvented attic assembly per 8808.4 wdh insulation at the roof plane R-6, TESTED NA R-4.2 Location: Unwed toned space R -Value = Test report Conditioned space R-Value = (No test report required) Air Handier location: Unconditioned attic° or garage Conditioned space or Unvented attic assembly per 8806.4 with insulation at the root plane Requires test report No duct test required Location: Test report (1) Each component present in the As -Built horse must meat or exceed each of the applicable performance criteria in order to campy with this code using this method; oth- erwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U-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. Exception 1. Ad- ditions of 600 square feet (56 m2) or less may have maximum glass to CFA of 50 percent. 2. Renovations with new windows under Z 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 doublepaned or single paned with a diffuser. (3) R- Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass wags, the "interior of wail° requirement (R-6) must be 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 N1107AB.3.2A of the Ronda 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 mks wlthapacities ItlkUit • • 30,000 Btu/hr see Table 13- 607AB.3.2B of the Florida Building Code, Building or Table N1107AB.3.2B of the Ronda Building Coda, Resi k • • (9) All ducts and air handlers shag be either located in conditioned space or tested by a Class 1 BERS rater to be 'substantially" leak free. "Su s't htlalli°leak free" sflail 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 251PBtcal E0•10 In. we) griotae entire air distribution system, including the manufacturer's air handler enclosure. Exception: New or replacement ducts installed onto an exisjjtygiolt giVribution system mas 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, aril }i91t tit ing systemslasialled in existing buildings. •••• • •••• • • TABLE 118-2 MINIMUM REQUIREMENTS FOR ALL PACKAGES • • • • • •:CHECK REQUIREMENTS • • • - • COMPONENTS SECTION Exterior Joints & Cracks N1108.AB.1.2 To be caulked, gasketed, weather- stripped or otherwise sealed. • • • • Exterior Windows & Doors N1106.AB.1.1 /sq.ft. window area; .5 cfm . door area. • • Max .3 cfm q.fi • Sole & Top Plates N1108AB.1.21 •110011111 Sole plates and penetrations through top plates of exterior walls must be sealed. • • • Recessed Lighting N1106A8.1 24 Type iC rated with no penetrations (two alternatives allowed). • • • • • Multistory Houses N1106AB.12.5 . Air barrier on perimeter of floor cavity between floors. • • • w • • • Exhaust Fans N1108 AB.1.3 for devices with integral • Exhaust tans vented to un onditloned space shall have dampers, except combustion exhaust ductwork. Water Heaters N1112.A8.3 Cody with effidency requirements in Table N1112.AB.3. Switch or dearly marked circuit breaker electric or oxtail ( gas) must be provided. External or built -in heat trap required for vertical pipe risers. Swimming Pools & Spas N1112.AB.2.3.4 � & pool heaters must have minlmum(tthem al ewde heated). pods must have a pump timer. Gas of 78%� � pump pool ors shall have a oddness COP of 4.0. Hot Water Pipes N1112.AB.5 Insulation Is required for hot water circulating systems (including heat recovery units). Shower Heads N1112AB2.4 Water flow must be restricted to no more than 25 gallons per minute at 80 pstg. HVAC Duct Construction, Insulation & Installation Alt ducts, fittings, mechanical equipment and plenum chambers shall be mechanl afy attached, sealed, insulated and Installed in accordance with the criteria of Section N1110.AB. Duds to attics must be insulated to a minimum of R-8. R -8. HVAC Controls N1107.AB2 Separate readily aible manual or automatic thermostat for each system. 13 -D.24 2007 FLORIDA BUILDING CODE— BUILDING MIAMI Di413 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MAR 0.4 2011 �. MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com 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 511-700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1105, with revision B dated 11/13 /06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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. Fie to comply with any section of this NOA shall be cause for termination and removal of IsIOA. • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, • &ida, itd foljowed by the expiration date may be displayed in ff portion of de _ .., it shall be done in its entirety. • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the man distributors and shall be available for inspection at the job site at the request of the This NOA revises NOA # 05- 1018.01 and consists of this page 1 and evidence page well as approval document mentioned above. ty The submitted documentation was reviewed by Manuel Perez, P.E. • • • • .• • .- • • • • • • • • • NOA.N?. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, 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 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FIT-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 .... along with marked -up drawings and installation diagram of AluiniI ii 1 Sing%•Hulig Window, Impact, prepared by Fenestration Testing Laboratory, Tdst Report,N4. ITL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada 1. . • • • • (Submitted under previous NOA #05- 1018.01) E -1 •••• • • •••• • • •• • • •••• • • •• • •. • • • •• . uet Pe • P 'CO >, er • NOA Noe 07 -0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ITL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 8. 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FFL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. • • • (Submitted under previous NOA #05-1018.01) •••• • 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 • . • . ; •, 2) Cyclic Wind Pressure Loading per FBC, TAS; N14 • along with marked -up drawings and installation diagram of Alumin Single avng • Window, Impact, prepared by Fenestration Testing Laboratory, 'Nest ttteport'To. en. 4649, dated 08/11/05, signed and sealed by Edmundo Largaespedi,•P ; • • • (Submitted under previous NOA #05- 1018.01) "' • • • • IaauePP Pr+ltinctContnlI a' 71, r • NOA Nor07 F 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 E -2 • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10 /12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries fdf their Series SH- • 700 Aluminum Single Hung Window — L.M.I., approved on 03,t23/b'Sand c i nrg on •••• • • • • •••• • • • •. • • • • • •• •• 03/23/11. .•.. • • •• ••• E -3 Prelim; Co NOA Ne. Expiation Date: March 23, 2011 Approval Date: June 07, 2007 P.E.• r• 22.06 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • ••• A. 5/18' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB IP EN•LAYER B. 8118' LAMI CONSISTING OF (1) LITE OF 1 /8" ANNEALED GLASS AND (1) LITE OF 1 /8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT LIUTRCI TE SAFIX/IrEPOI 'E MAXIMUM PVB INTERLAYER. C. WW LAMI CONSISTING OF (2) LITER OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • D. 7/18" LAMI CONSISTING OF (2) UTES OF 3/18° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718" LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUMPVB. •• • • • p •• •••• F. 7/18° LAMI CONSISTING OF (2) UTES OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXI P 1ERS • • • G.13/18° LAMI 10: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 8/18° LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED • • • • • .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • • • • • • H. 13/18° LAMI 10: (1) UTE OF 1 /8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 818° LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLRS%ANISMUTE • • • • • • OF 118' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFE MAXIMUM PVB INTERLAYER I.13116' LAMI 10: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 6/18° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J.13/18° LAMI 10: (1) UTE OF 1 /8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/180 ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/18" LAMI 10: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 718" LAMI CONSISTING OF (1) UTE OF 3118" ANNEALED GLASS AND (1) UTE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR BAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/18' LAMI IG: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) UTES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ®M. 13/18' LAMI 10: (1) LITE OF 1I6" ANNEALED GLASS, AN AIR SPACE AND 6/16° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • • • • • 2. CONFIGURATIONS: "OOP' (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4846, FTL -4046, FTL- 4647, FTL- 4648, FTL-4649, FTL-0860, FTL -4861, FTL- 4723, FTL -4967, FTL4988 AND FTL -8083. ANSVAF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY AN HURRICANE ZONE (HVHZ). ••• • •• • i • ••• •• • I40A DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS. 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 8 HORIZ. SECTIONS PARTS LIST EXTRUSIONS 7 CORNER DETAIL... 7 ANCHORAGE 8-11 6 6 PRODUCT REVISED as eomptyYZ wall R• Florida addles Code ApmsaeN• Doe •dc Rsobtas 11H5/08 8 RirdBr 000 ifig FJC pew 124x68 Aiwa= A .7"nn;d 'r, g - r,. _ .1:. ersc. TO NOTE I. GLAZING OPTIONS ADD FILE TO NOTE7. FJC �/ 6 J.J. L 729/07 IRO TECHNOLOGY DANE NOKOMIS, FL 34Z/8 P.O. arDt1528 ROKONIB, FLS/274 Hui Beater GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT wroommE 811780 NTS etc Ostg0 1 0 11 4040 -20 B /77/9- WI ' Robert L Clerk, P.E. PE 539712 Structural ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • A. 5/18° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLDUKEEPSAFE MAXIMUM PVB IMTERLAYER. • • • • B. 6/16° LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT t11011;E Or SAFL EPSR1gE MAXIMUM PVB INTERLAYER. • • • • • C. 8/18° LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18" LAMI CONSISTING OF (2) LITES OF 3/18° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAM/ CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS AND (1) UTE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXKEEPSAFE MAXIMUM PVB. •• • • • •• ••• F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXID/41 PV8 uV=EF�Q.A`i:R.• • • G. 13/18° LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16° LAMI CONSISTING OF (2) UTES OF V8' ANNEALED GLASS W THsA • • • • • • • .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/18' LAMI 10: (1) LITE OF 118° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 816° LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLAS% ANd(1)1.ITE • OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/16' LAMI 10: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 6/16° LAM/ CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/16' LAMI 113: (1) UTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16° LAMI CONSISTING OF (2) UTES OF 3/16' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAM/ 10: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716° LAMI CONSISTING OF (1) UTE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L 13/18' LAM/ 10: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18' LAMI CONSISTING OF (2) UTES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. M. 13/16° LAMI 10: (1) UTE OF 1/8' ANNEALED GLASS, AN AIR SPACE AND 6/18° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER • • ••• 2. CONFIGURATIONS: °OX° (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES. SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4, ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL -4645, FTL- 4848, FTL- 4647, FTL-4648, FTL -4649, FTL -4880, FTL4851, FTL- 4723, FTL -4957, FTL-4958 AND FTL -8 083. ANSVAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). • • • •• • • • • ••• • • • 14.0A DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ SECTIONS 5 PARTS UST 8 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 PRODUCT REVISED as complying w8§ the Florida Rekling Code Antietam teo Ibitte 261/ lbw)* Cyan Alarm taws,: FI( Roede Fc Cyw hwa FIG 9/1/05 a•c 16/13/08 Ptraftbrse 8 Dab Z 4 a•amsc A CHANGE NOTE S3I 7. ADD NOTE 9 ADD GLASS TYPEM TO ND7E 1. GLAZING OPTIONS ADD P71-4728 TO NOTE7. Vets J.J. 1/13!07 1070 TECHNOLOGY DRIVE NOlcOWS. FL34278 P.O. BQX 1829 NOKOMIS, 834274 vvr* 6eamr GENERAL NOTES rim ALUM. SINGLE HUNG WINDOW, IMPACT asama• a"re m°a 91170 NTS 1 d 11 ''"'" 4040 -20 B ,..14',/k/ Robert L Mob, P.E. PE839712 bimetal 06,87,88 or 924— army 1/2" NOM, GLASS BITE s • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• •• •• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • • • • • • • • • • • 1/2" NOM, • GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 8/18° NOM. 5/16" LAMINATED GLASS 1/2' NOM. GLASS BITE , NOTE: LAMI 10 OUTBOARD LITES MAY BE • UPGRR QED TO RE NO CHANGE ••• • • • • • • ••• ••• • • • • • tign tOR, •INTERIOR • JALL JECTIONS) • • • • • • • • • ••• •• 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/18' LAMINATED 7/18" LAMINATED GLASS 1/2° NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 6/18° LAMINATED AIR SPACE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 13/18' NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/18' LAMINATED AIR SPACE 1/8° HEAT STRENGTHENED GLASS 13/18° NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI PRODUCT WISED se tomp/sIss sCs* die Thrills AasenmaeeNor • r 06 E6ppratlasDopeCL' L-X201/ %J /. <>% (P!1 , bsis awes. RK am.,e,, F.K •amp eel 11/1368 D•" 1/24108 9NAffi ADD ITEM 92 TO8N 81A1F0 LG. GLASS 110,4)8LAA8/0NOTE NO CHAIM 71118 SHEET 2/23!07 10NTECF•4OLOGY DRIVE NOKOW8, FL 54278 P.O. 8QX 1418 NOP:06118, FL34274 P Visibly Batter GLAZING DETAILS INN ALUM. SINGLE HUNG WINDOW, IMPACT saa• SWAM Full ee.e 2 m 11 •roe° 4040 -20 B Robert L C6a&. P.E. PE 838712 Structural • • • •• •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • •. • •• •• • • • • • • • • • • • • • • •• 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ HIGH SILL OPTION ® TABLE 1. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEGHT a WIDTH 83" 88" 88" 70" 72" 74" 78" • • 48" A,B,M 4 +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +80,0 -80.0 +80.0 -80.0• 50" &B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 62" A,B,M ® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 77.3 +75.9 -75.9 631/8" A,B,M 1 +80.0 -80.0 +80.0 -80.0 +79.6 -79.8 +78.2 -78.2 +76.9 78.9 +78.4 78.4 +74.0 -74.0 UP TO 83118" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 40.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. TIP - TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 50 818" 83" 72" 74" 78" 48" A,B,MA +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 50" A.B,MA, +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 82" A,B,MA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.9 -78.9 +70.0 -70.0 +88.8 68.8 +87.6 -67.6 83118" A,B,MA +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +78.0 -75.0 +88.0 48.0 +86.7 48.7 +85.6 45.8 UP TO 631/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 T- • •• • • • • • W •• • • • • •• 10" • • • • .M `r1to SIC • • • • • °X' .A • • • • • •• •• • • • • • • • ••• ••• 1H • •• • • • • • • ••• •• CUSTOMVIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP - TO-TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 3 WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 78" FLANGED AND 75" INTEGRAL FIN) 83 118" D,E,F,J,K,L 171/8" I 2211/18" I 28 3N8" I 33 314" I 39 6118' 4413118" I 80 3/8" I 8616!18° +80,0 � -eo.o +80.0 � -80.0 +80.0 � -80.0 +80,0 1 +70.0 ( -7o.a +70.0 � -70.0 +70.0 -70.0 +70.0 � 70. +8 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 8/18" LAMI - (1/8 "A,.090,1 /8 "A) FTL -4847, 4848, 4723, 4957 B. 5116" LAMI - (1 /WA,.090,1 /8"HS) FT -4847, 4848 C. 8/18" LAMI • (1/6 HS,.090,1 /8"HS) FTL- 4847, 4648 D. 7/18" LAMI - (3/16"A,.090, 3/18 "A) FTL-4846, 4885 E. 7/16" LAMI - (3/18"A,.090, 3/18"HS) FTL -4845 F. 7/16" LAMI - (3/16"HS,.090, 3/1("HS) FTL-4845 G. 13/16" LAMI 10 - 116"HS, AIR SPACE, 6/16" LAMI - (1/8"A,.090,1/8"A) FTL -4848, 4723 H. 13/16" LAMI ID - 1 /8"HS, AIR SPACE, 5/18" LAMI - (1 /6"A,.090,1 /8"HS) FTL -4846 I. 13/16" LAMI IG - 1/8118, AIR SPACE, 5/16' LAMI - (1A3"HS,.090,1 /8"HS) FTL-4648 J. 13/16" LAMI IG - 1 /8"HS, AIR SPACE, 7/16" LAMI - (3!18 "A,.090, 3/16"A) FTL-0849, 4850 K. 13/16' LAMI ID - 1 /8"HS, AIR SPACE, 7/18" LAMI - (3116"A,.090, 3/16"HS) FTL-4849, 4880, 4958 L 13/18" LAMI IG - 1 /8"HS, AIR SPACE, 7/18" LAMI - (3116118,490, 3/16"HS) FTL-4849, 4850 M. 13116" LAMI IG - 1/6°A, AIR SPACE, 5/18" LAMI - (1/8 "A,.080, 1 /8"A)A FTL -1063 I "0" MEETING RAIL HT. MEETING RAIL Offt NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1° FROM THE FLANGED TIP - TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8' MINIMUM TO 38" MAXIMUM.A sisH ® � WIT. MINUS SASH HT S SH ra•eex bane 000ne r ¢F t•kc amore UPDATE TOASTME190002 REMOVE STD VIEW SASH N7 ESA TABLE2 FJG 11/13!96 0 SEW= curm7IN FORMAT OP S. ADD 04T.FAL UPDATE =E9TNOs Raid* Mr kokima FJC 1/24108 A ADD FTL-4723 TO GLASS TYPES A AND G. ONO Br Air thmkalOr tlrer FJC W1/SS J.J. 2/23107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1323 NOKOMIB, FL 34274 iliF VWA1y Better DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT SN7G0 awe 3 s 11 4040-20 Robert L Clerk, P.E. PE139712 SWohual • • ••• • •• •• • • • • . • • • • • • • • ••• • • • • • • • ••• • • •• •• • • • • • • • • • ••• • • • • ••• SEE DLO TABLE L SEE DLO TABLE (Max.) SEE DLO TABLE SEE DLOITABLE 63 9/6' MAX. FLANGED WIDTHA 621/8° MAX. I.F. WIDTH an 481/4' MAX. VENT DLO (ALL) DETAIL A 1/1 O j DETAIL 76° I.F. HEI r49 618° MAX. FIXED"''� - DLO (ALL) I P_ j SASH HEIGHT X j 41 5/8" 63 9/6' MAX. FLANGED WIDTHA 621/8° MAX. I.F. WIDTH an 481/4' MAX. VENT DLO (ALL) DETAIL A 1/1 O j DETAIL 76° I.F. HEI MAX. o HT ®n FLAN HEIf !( j A SASH HEIGHT DETAIL D VIEW (CUSTOM SASH) GED T A SEE DLO TABLE • ••• • • • • • • • •C• •• •• • • • • • • • • • • • • . • • • • •••• • • • • 0 76° MAX. A I.F. HEIGHT SEE QUO TOLE • 78° MAX. • FLANGED • HE HT • ••• ••• SEE DLO TABLE X j NO 4 DETAIL B VIEW (STANDARD SASH) E E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS S & C) ARE BASED ON A THREE OVER TWO FORMAT. SEE 01.0 TABLE •• • • • • •• 76" I.F. HEI HT 78' MAX. FLANGED HEI c HT SEE NO 4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 343/16" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 525/8" 5211/18" E 521/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 3412" 34 3/16" 8 27 7/16" 271/8° C 27 7/16" 271/8" D 16 3/8" 153/4" E 16318° 153/4" TABLE 5. PRODUCT REVISED pl wlth •Pith A b6 �, iC--• • E,t20/1 *mil* Rabb* FJC law •r FJC FJC f 1H3/DB B ADO INTEGRAL FIN(LF.)VERSION, CHO. NOTE& ADO NOTE 4. SHAM DAI.•e11* J1. NO CHANGE MX SHEET O.c 1/29107 1010 TECHNOLOGY ERNS NOKOIDS. PL34278 P.O. BOX 16.9 NOKOMIS. FL UM P jt Vwh Bomar ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT SolaSede SH700 Mee NTS re > 17 I ��4040.20 I B Robert L Clark. P.9. PE 839712 Structural ▪ ••• • • • ••• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • .•. I+- 2.784' —�{ NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8" FROM EACH SIDE OF SSSH. INSIDE MAX. VENT DAYLIGHT OPENING INSIDE • • • NOTS:�ALAN6E PARTS USED • ; ® BASEDION SA H WEIGHT MAX FIXED LITE DAYLIGHT OPENING • 2.7101 • (OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS A INSIDE MAX. HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING LOW SILL HEAD JAMB O_ UTSIDEJ 2.710 ®I.F. FRAME-} q OUTSIDE '1I m.,,III 0 2.330" (LOW SILL) SEE NOTE ABOVE OWN SECTION B-B (LOW SILL SHOWN) ULTRALIFT ONLY 2.948° (HIGH SILL) ALTERNATE HIGH SILL ULTRALIFT ONLY PRODUCT REVISED as Cods HePtarlia Dublin Mosplonte Date SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) Rare: F.K aaaa6: FJC Dame: FJG Dee 11/13/78 Ore 124/8 m•c aa•b= B roams A tteaksdEV ADD LP.. BEC77ONS& CONSOLIDATE SAL COMPONENTS NO CHANGE 7H/BSHEET 1070TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. Gox 1!08 NOKOMIS, FL 84274 PST VWMy Beam. SECTIONS Tax ALUM. SINGLE HUNG WINDOW, IMPACT amwiest 844700 sale Ittao HS!! 6 u 12 aaamm 4040-20 1 8 Roberti.. Clark, P.E. PE 038712 Sbuobuel • • • • • • ••• • • •• • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • .•. • • • ••• • • • • • ITEM DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X1.000 QUAD PN. SMS 781 PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1826 ADHESIVE OPEN CELL FOAM PAD 7PAD1628 6 4004 FLANGE FRAME JAMB 812227 7 4026 SASH STOP 612244 8 4026 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 318", 5/8 ", OR 11/16" 81 10 1080 BALANCE COVER, 3/8" OR 5 /8" 6BALCVR918 11 84 #8 X.750 PH. PN. SMS 7834AA 12 88 BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1086 SASH TOP GUIDE 42504 16 90 #8 X 1 PHILLIPS FLATHEAD 8.811. 78X1FPAX 16 1080 -1 BALANCE COVER, 11116" 6BALCVR670 17 4053 SASH STOP COVER 84083 18 4029 -1 SASH BRACKET 7ULBRKT 19 #8-32 X1/2° LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64064C 23 4006C SASH TOP RAIL 64008 25 1236 1NSTP.,.170 X 270 BACK, FIN SEAL 678180 26 1098 SWEEP LATCH 71098 27 1016 #8 X.826 PH. FL. SMS 7868 28 4007 SASH BOTTOM RAIL (LOW SILL) 812230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 36 1822 LAM SETTING BLOCK 3/32" X25/84" X 1" 71622K 38 1052 LAM IG SETTING BLOCK1 "X3/4 "X1/16" 71052K 37 1224 VINYL GLAZ BEAD BULB (THICK) 6TP247WK 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 40398 GLAZING BEAD, 6/18 LAM. GLASS. 840398 42 40448 GLAZING BEAD, 5116 LAM WGRILL KIT 644703 44 4222A GLAZING BEAD, 7/16 " LAM 84222 45 985C GLAZING BEAD, 7/18" LAM W/GRILL KIT 6985 48 4087 GLAZING BEAD, 13/16" LAM I.G. 84067 47 4071A FRANE, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 84072 49 4073A FRAME:, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAM® 84074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 784009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 82740 56 1014 SCREEN FRAME (HOR. 8 VER.) 61014 68 1830 SCREEN CORNER KEY WRINGS 71830 57 1631 SCREEN CORNER KEY W/OUT RINGS 71831 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE -.136 DIA. FOAM 81624K ITEM OWG# DESCRIPTION PGT# 60 1835 SCREEN SPLINE -.135 DIA HARD 6 .1635K • 81 SCREEN CLOTH • ••• ••• ; •111816•: • 803402 • 7,(1.11X1. .. . BZBV1610 63 505 GLAZING CHANNEL (.6881.5V •' • • • • • 64 1161 #8 X1.000 PH. BUGLE TEN' • • : : • • . • 67 la GLAZING TAPE, 1/18 X 12 P74.11 L/ • • 68 4051A SASH BOTTOM RAIL (HIGH SILL) 84051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOWNS, 995 OR EQUIP(. • • • • • • • • • - • • • 80 A GLASS 5/15" LAIC, (1/8 A.090 PV8,1 /8". • • • • • • • . 81 B. GLASS, 5116" LAME, (1/8"A.090 PV8,1/8"4• • • • • : • • : • 82 C. GLASS, 5/18" LA A (1/8` HS,.090 P411,1/8.1e/ : ; • • • • • • • • 83 D. GLASS, 7/16" LAMB, (1/8"A,.090 PVB,1/8"A 84 E. GLASS, 7/16" LAM, (118A.090 PVB,1/8"HS) 86 F. GLASS, 7 /18" LAM, 1/8"HS,.090 PVB,1 /8"118) 88 0. GLASS, 13/18" LAM 10; 1 /8"HS, AIR SPACE, 5/16" LAMB, (118 A.090 PVB,1/8 A) 87 H. GLASS, 13/16" LAMI 10;1 /8"HS, AIR SPACE, 5/16" LAM, (1/8"A.090 PV8,1/5"HS) 88 1 GLASS, 13/16" LAM 10; 1 /8"m, AIR SPACE, 6/16" LAM, (1/8"HS,.090 PVB,1 /8"HS) 89 J. GLASS, 13/16" LAM IG;1/8"HS, AIR SPACE, 7/16" LAM, (3/1 6 "A,.090 PVB,3/1 8 A) 90 K. GLASS, 13/18° LAM 10; 1/8"HS, AIR SPACE, 7/16" LAM, (3/16 "A,.090 PVB,3/16"HS) 91 L. GLASS, 13/16" LAM 1G; 1/8"1-1S, AIR SPACE, 7/16" LAM, (3 /16"HS,.090 PV8,3/18 "HS) 92 M GLASS, 13/18° LAM 10; 1/8 A AIR SPACE, 5/16" LAM, (1/8%1,.090 PVB,1/8 A) 47 FRAME, I.F. HEAD ® #4071A, 808378 FRAME, .F. LOW SILL #4072A, 608346 2.374 .082 NOM THICKNESS .082 NOM THICKNESS FRAME, I.F. JAMB 49 FRAME, .F. HIGH SILL I #4074B, 8083.76 ® #4073A, 8083 -T6 (USED AS RADIUS TOP HEAD) Fx Raiders Fx amaiw _ K 9/105 111113106 B ADD ITEM DR Atte +/24,06 ad.loac A GHO OEBGIRIPT1ON !YEWS 7.9413 NO CHANGE THIS SHEET a•ofsder •d• J J 2/22/57 10707EOHNOLOOY DRIVE NOKOMIS, FL 94279 P.O. BOX 1679 NOKOMIS. FL 64274 Pdt Maly Batter PARTS UST ALUM. SINGLE HUNG WINDOW, IMPACT l� tore 6 d 11 I ��4040-20 B PRODUCT REVISED meamplyler with MeP1Di0• Badding Code Maspeente e • E ,,: .' . Date .7.7%1.771V 06 2511 Robert L perk, P.E. PE 039712 Sbucluml • • . •.• • • •.• •• • • • •• • • • . • •. . • • • • • • • • •.• • • • • • • • • .•. • • ••• • • • 1I--- a.764� 1�L— 2.830 O FLANGE FRAME HEAD #4002A, 808348 .082 .082 2.330 I•-2.784 1749 - (3 FLANGE FRAME SILL (LDW) #40030,6083 -78 2.710 O FLANGE FRAME JAMB #4004, 8083 -75 (USED AS RADIUS TOP HEAD) OSASH STOP #4025, 6083-T6 I+-- 2.279 —+{ 1 1.707 FIXED MEETING RAIL 23 SASH TOP RAIL #4054A,8083HD -T6® #4008C, 813831-13-T8 8g FLANGE FRAME SILL (HIGH) #4050A, 6083 -T8 wader, am d—.738 17 SASH STOP COVER #4053,8083 -T6 I.F. FRAME • • • • • • 0 • • • • • • • • • • • • • • • 28 SASH BOTTOM RAIL(LOW) #4007, 6083-T5 2.326 2.838 .082 88 SASH BOTTOM RAIL (HIGH) #4051A, 608376 SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT FRAN EA WELD ALONG SCREW BOSS (2) VIEW D -D VIEW E -E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION --.1 1.165 r+— 082- ►— 1 1.098 Bi 1 41 GLAZING ZING B ,5/18 a #4039B, 808376 .878 31 SASH S DE RAIL #4008, 8083-76 .080 .878 1.09f} r - , ® GLAZING BEAD 7/18" #4222, 608378 .060 1.116 1- 45 GLAZING BEAD, 7/18" #985C, 808345 (USED W/ GRILL KIT) - -1 060 .878 1.098 —� - AZING BE i1 , 5/18" #40448,8083 -T6 (USED WI GRILL KIT) .6113 oso GLAZING BEAD, 13/18" IG #4087, 808376 Roma 110 FJL F.K D11110J( a�. 11/13/08 8 O,er 72466 itsoknx A UPDATE FRAME CORNER ASSEMBLY ro INCLUDE If. AND UPGRADE ITEM2IALLOY. NO CHANGE THIS SHEET Dais BMW ONzhdex nor J.J. 218/07 1010 TEOHNOWOYDRNE NOME FL 84776 P.O. BOX 1626 NOKOMIS. FL84274 IRrtby Berner EXTRUSIONS & FRAME CORNER DETAIL m ALUM. SINGLE HUNG WINDOW, IMPACT sn.RUan 97780 Half Oat 7 s 11 4040 -20 B /7>" !y� Robert L Clark, P.E. PE#39112 Sbaaerrel ••• • • •• .• • • • • •• •• • ••• • • • ▪ • • • ••• • ANCHOR SUBSTRATE: ANCHOR TYPE: QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 6. WINDOW HEIGHT _ 28.803 34.603 40.603 48.803 52.803 58.603 64.803 76 0001 • • - o U t) U 0 0 0 0 0 t) 0 0 t) t) t• WINDOW WIDTH GLASS TYPE 1a9NUsUPIQN0*-0 �$C °Nt)PUa NU '-t)agNc) "O`lgNFO-O 0 r, °Nn'-0 NC)" C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.126 H,I,J,K,L 1,2 1 1 1',1 1 2 1:1 1,2 2,2 1,2 2.2 2 2 2 2 2,2 2 2 21 212 2:2 2,2 212 2.2 212 2 2 2 3 2 2 313 A B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1''2 1,1 1 1 1' 2 1,1 1'2 2.2 1 2 2 2 2.2 2 2 2 2 2 2 2 2 2 2 2 2 2.2 2 2 2-2 2,2 2 2 2'3 2'2 313 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I.J,K,L 1 2 1 1 1, 2 1.2 1.2 1.2 2 2 1.2 2 2 2:2 2 2 2:2 2.2 2' 2 2'' 2 2, 3 2, 2 2 2 2, 3 2 2 2; 3 3 3 2[2 3'3 ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12111. 2121,21! 2221222222222222 ,22223222`22,3222,33.3223.3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 32.000 H,I,J,K,L 1;2 1.2 2 2 2.3 1 2 2. 2 2' 3 1'2 2 3 2 3 2 2 2 3 2.3 2 2 2.3 3 3 2'2 3 3 3.4 3 2 3 3 3 4 3 3 4'4 ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 2 1 2 2 : 2 2 3 1 . 2 2 2 2 3 1 1 2 2.3 2 3 2 2 2 3 2 , 3 2 2 2 3 3.3 2 2 3 , 3 3 4 3,2 3 3 3 4 3 3 4.4 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37000 H,I,J,K,L 2 2 1 2 2 2 2 3 1.2 2 3 2 3 2 2 2 3 2 3 2' 2 2 3 2 3 2.3 2 3 3 4 2 3 31a 3 4 3 3 3 4 3 5 3 3 4 4 AB,M 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 22122223122323222323222323232 .3342333343334353344 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 FL 1,J, K, L 212 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 A B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212122223222.323'22232323' 2:324233,334233.4353,33445334:4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2' 2 3' 3 2 4 2 3 3 3 3`4 2 3 3 3 3 4 2 3 3 4 3' 5 3, 3 3 4 4 6 3 4 4,5 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 222. 222232223232: 23;32423333423333'42.33 .4353,334453445 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L -211 2 2 -212 2 3 2 2 2 3 3 ' 4 2 ' 3 3:3 3 4 2 3 3 4 3 4 2 3 3 4 3:5 313 3;4 3;5 3 3 4 5 4 8 34 5 ;5 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 '-2-112.2 2 2 2 ' , 3 2,2 2 3 3 4 2 , 3 3 1 3 3 4 2 3 3 4 3 ' 4 2.3 3 ; 4 3.5 3 ; 3 3;4 3 5 3 3 4 5 4 6 3'4 5j5 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,10J,K,L 711-2- 2 2 2 2 2 3 2 2 2'3 3 4 2 : 3 3 4 3 4 2 ' 3 3.4 3'4 3 . 3 3 1 , 4 3 5 3.3 4; 4 4' 6 3i4 4 5 4 6 3' 4 5,6 ABM 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 1112:2 212 2 3 2:2 2.3 3 , 4 2 , 3 3 : 4 3 4 2 3 3 4 3.4 3.3 3 , 4 3 5 3.3 4.4 4 1 33 4,5 4 8 3,4 4,5 ANCHORAGE NOTES: • 1. ANCH011 TYPO: 1 -1/4" ELCO T91tONS • • • • 2 - S CRETE -FLEX •A • • • • -fI2SGREW3• �_" • • • GHO (CATIONS ARE• ED•OTOCHE FOLLOWIING DIMENSIONS. HEAD -18 UT MAX FROM TOP CORNERS JAMBS - 17112" MAX. FROM TOP Gp9NERS • • • • 18'iM�AX••MM 1011'014 CORNERS •� n 4.1GC OEi•54IVjI OT G.IiED: • •�. OT REQUIRED • • • 3. DISTR ER LL P 711E At JACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. ® B. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 118 2 213 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 3 lipadOg 11 Hep•tra� 9 ADD504°Wi ERrAA HLE A 0]Y ABTRIC ED BY WE. Meal 13T Flt Dalr IPINGB ,rte A NO CHANGE THIl4SHEET *weep Fit 7/1&15 ee"d"ditg J.J. Dais 223107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1578 NOIOOM18, PL 80274 P4 GT ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT aolsallzit 8H700 NTS 8 s 11 rk.a,• 4040 -20 8 Robert L. park, P.E. PE 9313712 auctorial • • ••• • •• •• • • • • • • • • • e e • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • • ••• ANCHOR SUBSTRATE• QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT • 29.855 37.155 44.855 52.166 59.855 67.155 74.855 76.00 ANCHOR TYPE: -- —o U 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 v O cl. WINDOW WIDTH GLASS TYPE ec:}0 a R Q 0 Zc,40,4z 0 8 eta 0� NZ 0 Oco 0 NZ 0 Zr10NZ,Z1� 0 V 8"x NZ 8 z 8 `J SP* picI,zin 0 0 arw s V C,D,E,F,O, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 1 1 1 1 1.1 2 2 2 1 2 2 2 2 2H1 2,2 2`2 2''2 2 2 2'2 2 2 2,2 2.2 2'2 2 2 3;2 2 2 3'2 3,2 2:2 3 a 18.125 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1'1 1 1 1 1 2 2 2 1 2 2 2 2 2,1 2.2 2 2 2,2 2;2 212 2.2 2:2 2.2 22 2 2 3,2 2 2 3 2 3 2 2.2 3 1 PSF 79 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 111 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2;2 2;2 2 2 2 2 2 2 2 2 3.2 3 2 2.2 3 2 3 2 2 2 3 2 3 2 2 2 3'2 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11111112211222.22,2222222222'22 .23232223232223232223:2 PSF 88 77 C,0,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32.000 H,I,J,K,L 111 1 1 1[1 2,2 2 2 2.2 2 3 2.2 2,2 3,3 22 3 3 3 3 3 2 3,3 3!3 2 2 3.3 4 3 3 2 4 3 4 3 3 2 4 3 ABM 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1111111122222,2232 :2223322333 .3323,3332233433243433243 PSF 89 87 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37,000 H,I,J,K,L 1r - 1 1 111 212 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3'3 4 3 3 2 4 3 4 4 3 2 4 3 A,B,M 1_ 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 11111111212222223222: 3332233333343333 '2334332434.43243 PSF 54 79 82 79 C,D,E,F,O, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 1 1 1 1 1 1 1 1 1 2 1 2 2 2 2 2 2 3 2 2 3 3 3 3 2 . 2 3 3 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 4 . 4 3 3 5 3 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 111 1 1 11 2 21 2 2 2 1 2 2 3 2 2 3 3 3 ' 3 2 2 3 3 4 3 3 , 3 4 3 3 : 3 3 , 3 4 3 4 4 3 3 4.3 4.4 3 3 E 3 PSF 49 79 58 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 1� 1 111 119 212 2 2 212 3 3 2 2 3 3 3:4 2 3 3:3 4 4 3 3 4 3 4, 4 3 3 4•3 4 4 3 3 4'3 4 4 3 3 8 4 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 111 1(1 212 2 2 212 3,3 2 2 3 3 3 4 2 3 3 3 4.4 33 43 4 4 3,3 4 3 4,4 3.3 4:3 4 4 3 3 5:4 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48000 HI,J,K,L ,1. 111 111 _2 212 2 2 2 2 3n3 2 2 313 3 4 83 3 3 4 4 3 3 4,4 4 :4 313 4'4 4.4 4 3 5 :4 4.4 4 3 5;4 A,B M 2 2 2 2 2 _2 -21-2-3T1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 711 111 1j1 212 2 2 2 2 3.3 3,4 3 3 3 ;3 414 3 :3,4 4 4 4 3,3'4 4 4;4 4 3 5;4 4 4 4.3 5,4 PSF 41 67 46 87 78 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3• 3 2 3 3 2 3 3 2 3 53.125 H,I,J,K,L 111 1 1 1 1 2T2 2;2 —21-2—if 3 3 :3 3'3 4 4 3,3 4 4 4 4 3 3 4,4 4 4 3 3 4 4 5 5 4.'3 5.4 5 5 4 3 5 4 ABM 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 119 111 111 2T2 2.2 212 3T3 3 3 3 3 4 : 4 3.3 4.4.4;4 3 3 4 4 4 4 3;3 4;4 5,4 413 5,4 614 4'3 5.4 Paaktm Raiff* FJG Ods 11/13/08 arc 724/08 Romi FJC BF MB FJC PaSksc 8 A ADD DP WHERE HAr QTY W RE9rRECIEDBrSIZE NO MAMIE P158 SHEET J.J. 1070 TEOF01OLOOY DRIVE NOder, PL Stns P.O. BOX MN NOKOWB, 884274 ANCHORAGE NOTES: • lie ANCHOB TYPES: 1 -114° EECO TONS • • • • • 2 - 1(41 5s CRETE -FLEX •• • • • • ../112 • • • • • • rANCH TRILOCATTONS ARE•VMED•&THE FOLLOWING DIMENSIONS: HEAD - 181/2° MAX. FROM TOP CORNERS JAMBS - 171/2° MAX. FRO OP CP.L N R • • • • 158MArM Oli S • • lt- O.RAR• • g•S1 O NOTREQUSiED• • • • • • • • •3. I#IS7ALL PER Tit AUJAC%NT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4: TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL FULL DP), HEAD 2 JAMB ABOVE 2 2 MTG. RAIL JAMB BELOW MTG. RAIL ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT 8Ff/00 Oak NTS Nod 9 s 11 Da** I*4040 -20 B L. qa?k, P.E. PE #39712 Structural •• •! • ••• ••• •• ••• • • • • • • • • • • • • ••• • • • • • • • • ••• • • • • • • • ••• ••• • • • ANCHOR QUANTITIES SUBSTRATE: \ ANCHOR TYPE: ----"s0 ABOVE MEETING RAIL (HEAD & JAMBS}, CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MAXUS SASH HEIGHT FROM TABLE 8. 17. 125 22.688 28211 33.754 39286 44.839 50.382 55.925 • 2ONZ 0 0 ZN — t0 0 0 NZ'— 0 0 ZN 0 0 0 NZ' 0 0 -cl 0 0 ad 0 NZPO13 0 0 0 0 0 NO 0 0 "OI�T 0 0 0 N0— 0 0 2 g NZ'- 0 O�O`"O- 0 s� 0 Li WWDOW WIDTH GLASS TYPE 16128 D,E F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 0,E F,J, RL 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1" 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 2 D,EF,J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 32.000 K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 2 PSF 2 31213 79 31313 41313 41314 41314 44.000 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 6 6 4 6 212 PSF 2 79 79 313 79 41314 79 51315 51315 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K.1 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 8 4 4 5 5 4 PSF 79 78 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 v4 4 3 6 4 3 5 5 4 5 5 4 6 PSF 78 79 70 79 79 71 79 T3 78 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 6 4 5 8 4 6 5 4 6 6 5 6 PSF 71 79 83 71 79 84 74 68 77 89 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 8 5 6 8 6 7 8 5 7 ANCHORAGE NOTES: 1. ANCHOR TY:ES: -1/4° ELCOiAPCOINS • • • a -1/4° ELCOBSS4 CITE -FLEX • • • • 8- 111I2SCREVQS • 2. ANGiHOR LOCA11O1VS IRE BASSO ON TINE FOLLOWIING • 61MENSIO14 • ••• ••• HEAD - 18 Ur MAX. FROM CORNERS ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.108 -r o 2§ N§ ^ 1 2 1 N ' a l N P N § § N § ~Q § Q N '§ 2 g N§ T 2 g N §*' 6 W WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 1 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 21212 2 2 2 31213 31213 31313 41313 41314 41314 44.000 B28 78 2 1 2 1 2 2 2 3 213 31313 41313 41314 51314 51314 48.000 83 72 79 2 212 2 2 2 3 213 41313 41314 41314 51314 61314 53.125 79 68 88 72 2 212 2 2 2 3 313 41314 41314 51314 51315 51315 JAMBS - 171/2' MAX. FROM TOP CORNERS 11 1/2° MAX. ABOVE THE MEETING RAIL • • • .Ii° MAY. BELOW M1B!*JL • • 16° MVUL•FRQM�O'T•1QM CORNERS • • SILL• CC!�I�IOi ff '' RREEd,JII/R��ETTDTT�� •FF i WI DOM M ?ABLL�/, al 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 8/8' MIN. TO 38° MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LMMfFED2 HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 ® TABLE 8. KEY: MAX PSF (DP LIMITED) 112 JAMB BELOW 2 MTG. RAIL (FULL DP) 2 JJAM BELOW W 2 MTG. RAIL Late FA 11/1= rkr .r •(,:'p,q. rei B • • DP AMAX WHERE ANCHOR OTY1B ,a.• BY SIZE Wwlep we Roars FJG 124/LB A NO CHANGE THx4SHEET yep tot awl? J.J. 2/L1 V7 1070 TECHNOLOGY DRIVE NOKOb18, FL 34270 P.O. BQX 1078 NOXOA08, FL 34214 PST vx hLy Beater ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT SH700 lamb NTS 10 s 11 I� '" 4040-20 I B L. Clad, P.E. PE F39712 Structural • • ••• • • • ••• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • ••• • • • EXTERIOR INTERIOR �% L HEAD AND SILL DETAILS) ® CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3) ® 2x WOOD BUCK A(SEE NOTE 4) .) 1 3/8" MIN.,1 /4 "TAPCONI .13/4" MIN., 1/4" CRETE -FLEX OPTIONAL 1x WOOD BUCK �c )♦ (SEE NOTE 4) I 1/4° MAX. SHIM 114' MAX. SHIM ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COU,VTY, USE ONhY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OIV114° SS4�RF•TE LEX. MINNOW DIM:J.10E FROM ANCHOR TO CONCRETE Mt IS 1 -W . • • • • • • • • WOOD ANCHOR 2. FOR WOOD APPLICATIONg)N$BIAM DE CSUIr,tt!g #12 STESRI- SCR8INS (08) OR (SEE NOTE 2 &3)® 1/4` SS4 CRETE-FLEX. • • • • •• • ••• ••• 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2°. Ix WOOD BUCKS ARE O IO IF UNIT CAN BE 13/8, INSTALLED DIRECTLY TO SOLID QQN 1C,RE'iE. WOOD !JCJC,[ S Q4 IBC T Gv AS 2x ARE 1 1/2° THICK OR GREATER. BUCKS TO BE ® 5. FOENGINEERED TTTACHMMENT TO ALUMINUM: NPH 'ER�IAI T�pIF O�IDMIjA4 TRENnGTH OF 8063 -T8 AND A MINIMUM OF 1 /81AHICKPTHE ALUMINUM S C RAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPUCATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE -� 1 1/4° cI MIN, �__ C.IIIIR14. iiiLIIVJ V -- 13�itfG11' 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 1 & 3)A 3.35 KSI MIN. CONCRETE t, ° -- OR1.5KSI MIN. CM) 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® DETAIL C .131° DIA. MIN. x 21/2° NAIL, AT CORNERS AND 5" O.C. MIN. 1/4" MAX. SHIM WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR 2x WOOD BUCK (SEE NOTE 4)® DETAIL D TYPICAL FLANGED JAMB ANCHORAGE ® 1/4" MAX. SHIM 1/4° j MAX. SHIM DETAIL F, (HEAD) OOD FRAME b .131" DIA MIN. x 2 1/2" NAIL, AT CORNERS AND 5"O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE WOOD FRAME .131° DIA. MIN. x 21/2" NAIL, AT CORNERS AND 8' O.C. 1/4" FMAX SHIM DETAIL G, (SILL) WOOD FRAME rmmob�n rid0 IYfi At N•.' • Od B9 / i! Rradify FA Amato FJL oFJC ADD INTC-GRAL ADD NOYES 7. UPDA o a EN MarE9 RE DU NOTE 6 RE RAT HEAD ANCHORS. 1070 TECHNOLOGY CRIB NOK0193. FL 84210 P.O. 89X 1628 NOxOMIB.IL 84274 Pic" vim, ate. ANCHORAGE DETAILS tat ALUM. SINGLE HUNG WINDOW, IMPACT ammo NTS Istria Weft 11 . 11 4040 -20 t P564. cliet-40 0"41' JUL 1 2011 67 i-C1O-N3 FLOOR FIELD CHANGE N.T3 ZNICarressis ore MORRIE) CNN COLTRAIN & JONES ARCHITECTS, P.A. MAY 1 3 2011 May 11,2011 To: Building Inspector / Official Miami Shores Building Department RE: Flooring change Puff Residence — Alterations 1208 NE 98 Street Miami, Florida 33138 Permit #: RC 8 -10 -1531 Dear Building Inspector / Official, This letter is to document a proposed change in the construction of the above referenced project. In lieu of leveling the depressed area of the floor with 6" of concrete, the floor will be leveled with 2 "X6" floor joists @ 12" o.c. with 3/4" plywood decking and wood flooring above. A 6 mil plastic vapor barrier will be installed between the 2 "X6" floor joists and the existing concrete slab. 2 "X6" bridging will be installed at 4' o.c. Please accept this letter as a formal change to the plans by the architect -of- record. If you have any questions you may contact me at 305 - 796 -5365 or Mark Coltrain at 305 -970- 2472. Sincerely, -- Richard K. Jones, AIA 535 SW 8th Street • MIAMI, FLORIDA • 33130 PHONE: 305 - 285 -6723 • FAX: 305 - 285 -6722 3 Ag Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No.( Master Permit No. ipz. MN 3 MAR 0 4 2011 10-151 Permit Type: CJILDING e OWNER: Nan _.(Fee Simple Titleholder): k �o.1 41/2 x--44. °fir Phone #: Address: k) 6- 9g- is City: A i Aral 1 State: IC-`-74`( 4 Zip: 3 a ) .3,- Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: N e"l341/1 City: Miami Shores County: Miami Dade Zip: 1 ?*e" Folio/Parcel #: 61 - 205 - 009 -- �' �, 0 Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: Address: 1 0 i ®t 5 City: 1 \ Qualifier Name: 40,540 B 0 b j'''am „ State: 1 ®C_& cK2 �S Flood Zone: Phone #: I 7,6-306-1 00 Zip: x,173 Phone #: State Certification or Registration #: C. & C. (92 7 77 0 Certificate of Competency #: Contact Phone #: -006 —// 0 0 Email Address: F4- Je /Dj) Ci43I- DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: d� Type of Work: OAddress Description of Work: Alteration ONew ORepair/Replace molition P.1-1 t,.Y COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: *** * *,r****** * * * * ** * * * **** **, rat *** *** ***F * *** ** * *, ****** ** * ***** * ****** *** * ** ** * ** ** Submittal Fee $ Permit Fee $ ��`C' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's lame (if applicable) Bonding Company's Address City Mortgage 1 Mortgage L City Application commenced construction WELLS, PC OWNER'S applicable 1 "WART COMN IMPR( FINAT• RECO Notice to promise i whose pr for the fi inspectio Signature The forel day of r xfflio is As identification and who am tam..,:. NOTARY PUBLI State N z G) 0 rrr� O • Zip c D r ®. z MILD rrr Sig n: Print: My Commission Ex Notary Public State of Florida Awilda Trujillo My Commission DD670754 Expires 0612612011 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY NOTARY PU IC: Sign:. Print: allation has regulating IG, SIGNS, ice with all LIE OF FOR OBTAIN EFORE 2licant must the person the job site ! notice, the nee this 2aa ' ti ce an oath. My Commission Exp es. t Awilda Trujillo My Commission DD670754 4.0p of xphgs 0612612011 * * * * * * * * * * * * ****** ********t* *, ter *** ** **** ******* r******* *********** * **** 0671 Plans Examiner Zoning (Revised 07 /10 /07)(Revised 06 /10 /2009)(kevised 3/15/09)(rev6/4/10) Structural Review Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #:10 10 J 1 u 6) DATE: Ile O (Jl0r0 \kvtiot\c\.CiA -tseolurr ❑ Contractor Owner ❑ Archite Pic Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understarfd that the plans need to be brought back to Miami Shores Village Building Depart t to continue p rmitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE:, �) PERMIT CLERK INITIAL: Permit No: 10 -1531 Job Name: September 7, 2010 Miami Shores Village Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide permit applications for Plumbing and Mechanical. 2) This alteration is a level 2 alteration.. 3) Ceiling in altered area must be insulated. Provide energy calculations for altered area. 4) Provide design criteria/code used for design. Plan review is not complete, when all items above are corrected, we will do a complete tan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 r A K ; 365_ 4 )5 ._ s323 °� 0 4 °`� Permit No: 10 -1531 Job Name: September 7, 2010 Miami Shores Vivage Building Depart ent 10050 N.E.2nd venue Miami Shores, Florid 33138 Tel: (305) 765.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet �f) orrections for mechanical and electrical must be completed. 2 Provide permit applications for Plumbing and Mechanical. 3) The demolition plans must identify all interior bearing walls. 4) Identify the level of alteration per FBC Existing. 5) Ceiling in altered area must be insulated. Provideenergy calculations for altered area. 6) Provide design criteria/code used for design. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Permit No. (D 153 1 Job Name Date MECHANICAL CRITIQUE SHEET mp,,,K, P LVA Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: DATE: cr/27/f ADDRESS: /20d' /(/- 5tf (Mover Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. InitialJ' 7 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http: / /www.myfloridalicense.com /dbpr /pro /cilb /index.html 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this By (1,A-+r Tt t\I PU Fi day of ;o C� , 20 1 who was personally known to me or who has Produced there License or' L-1 D t 'Pt ��3 0 co� as identification. Rte..... s, D • �o\SS\ � • ®� /,e1e!x,15x\e\ \-\ Permit No: 10 -1531 Job Name: March 18, 2010 Miami Shores Viiiage Building Department Building Critique Sheet 2nd The demolition plans must identify all interior bearing walls. ) entify the level of alteration per FBC Existing. Ceiling in altered area must be insulated. Provide energy calculations for altered area. ) Provide design criteria/code used for design. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete tan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 -F2 ' NfO '1O'p 3r L► 3 K.D A c.f, 7- c 14(&' P4,65ulit' NOTICE OF COMMENCEMENT A RECORDED COPY MUSTT BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO./0 '" 4573/9 TAX FOLIO NO. /1-3"2 at 6363 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF F THE UNDERSIGNED hereby gives notice that improvements will be made to a,,�il property, and in accordance with Chapter 713, Florida Statutes, the following int�jrman is provided in this Notice of Commencement. 1 111111 11111 11111 11111 11111 11111 11111 1111 1111 CFN 2i 1 180222 x'79 OR Bk 27644 f'g 2195; (fps) RECORDED 04/07/2011 211 09 : 04: HARVEY RUVIN, CLERK OF COURT MIIAMI -C +ACHE COUNT'f r FLORIDA LAST PAGE Space above reserved for use of recording office 1_ Legal description of property and street/address: 4(3 `ea 621 /0 IBEX 3 to./ Z:. ,eL rk.) 5:17ci.deS 10 13 12.08 OE gg'`k 5Vea° 41✓.Ani Sher- €s 3'/3F� 2. Description of improvement: .uktLic r 0445 3. Owner(s) name and address: / j ; , Pule' /2. C7 k /v £ Q P Ili ote t' 3 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. 3-4 Co r r i�^ t Liz l 0 0 \ ` '77 t brO6 , 4, iii 3' 3 / i3 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: (■J/ f� Amount of bond $ r tra- 6. Lender's name and address: A)/A- 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, �- Name, address and phone number: /"-A'/ . %7�/��uJj-RL,Lj 113 Scc) /(� T.�' •r=C" / �C 8_ In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: / 7.4 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST SE RECORDED AND POSTED ON THE JOB SITE BEFORE THE r''T INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Ow Prepared By '`'- / Print Name iA60 .t) rs Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this 7 day of By ❑ I, dividually, or ❑ as for Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: Authorized Officer /Director/Partner /Manager Prepared By 7 Print Name - 40A.,At .4 rit-77 b Title /Office /hor/C / 2 / OZ Z/ I g 9aa uolsslwwoO dye olll[Nl BPIIMN elVold to 66eiS oiilnd kleiON By By 123.01 -52 PAGE 3 3/10 Ci /coif 88Ss- 1 ,/e f + YL�)04 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 10.-d5S Inspection Number: INSP - 156763 Permit Number: PL -3 -11 -379 Scheduled Inspection Date: June 10, 2011 Inspector: Hernandez, Rafael Owner: PUFF, MARTIN Job Address: 1208 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: J&J CARDONA CONSTRUCTION INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (786)553 -7400 Parcel Number 1132050090360 Phone: (305)696 -5112 Building Department Comments INTERIOR REMODEL (KITCHEN & BATHROOM) Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments tAt/ June 09, 2011 For Inspections please call: (305)762 -4949 Page 3 of 12 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. n 11-5101 Master Permit No. eCi 10-1531 Permit Type: PLUMBING R OWNER: Name (Fee Simple Titleholder): r�ir! i�r�tssGy �F� Phone #: Address: 1/ ?2 �" d 6 9f n c9 E 4 City: 411 ors! I State: Zip: 3 : Name: Phone #: Email: JOB ADDRESS: 0 City: Miami Shores County: Folio/Parcel #: U" �� 5- CO 9, --03k, d Miami Dade Zip: g 1 8 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACT R: Company Name: Address:. City: / Qualifier Name: -3 0Se, tai State Certification or Registration go M- i atieeporn1 ms Pone #: 3T12J6e r State: F/ O ,Qi i)p4 Zip: 33/61 �y 60 1 Phone #: �66 - 3 41�J V Co Certificate of Competency #: Contact Phone #: '0 7 r J/6, Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 'itY, Square/Linear Foojge of Work: Type of Work: ❑Address`` DAlteration Description of Work: /[sue L�az4 rS ❑New 'Repair/Replace ❑Demolition Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO /CC $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu O i# or Agent r Contractor The foregoing instrument was acknowledged before me this The fof /.oing instrument was acknowledged bbgfore me this day of... --Jbi , 20 dk , by a �"r-v-v� to , day of '�l I „` , 204_, b OR, O ldn# , ws personally knoWItio me or who has produced who is personally known s me or who has produced As identification and who did take an oath. NOTARY PUB r- Sign: Print: My Commission Expires: Notary Public State of Florida Awilde Truiilk My Commessw , 0D670754 Ex ires 06/26/2011 * * * * * * * * * * * * * *** *fie * * * * * * * * * * * * ** *fie * * * * * * * * * * * * ** APPROVED BY (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) as identification and who did take an oath. Plans Examiner Structural Review NOTARY PUBLIC: Sign: Print: 1OTA1t1TY'U6) C'STA 1 FIti''•i►A My Commission Expires: o''" Marla Teresa Martin - Garcia t Commission •DD859380 , Expires: MAR. 31, 2013 sOt a TEfiII ATLg1T1C1ONDIl'1G CQ.,Il . Zoning Clerk f Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 159537 Permit Number: EL -8 -10 -1532 Scheduled Inspection Date: June 16, 2011 Inspector: Devaney, Michael Owner: PUFF, MARTIN Job Address: 1208 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: AABAA ELECTRICAL SERVICES CORP Permit Type: Electrical - Residential Inspection Type: Rough Work Classification: Alteration Phone Number (786)553 -7400 Parcel Number 1132050090360 Phone: 305 -620 -7864 Building Department Comments INTERIO RENOVATIONS REMODEL MOVE KITCHEN & BATHROOM ADD WALKING CLSET PANTRY F//t /521" Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 159281. Kitchen and master bath O. K.. jG June 15, 2011 For Inspections please call: (305)762 -4949 Page 9 of 24 Miami Shores Village Building Department toao 410 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No.E1 s ✓ �/� PERMIT APPLICATION Master Permit No. /' 1 JLI FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simpl9 Titleholder): "�''� "'J °L'e lese P "�" Address: /ogee Ale 9e ca -. -,e City: /`ridstoisl-' State: l'isareef-oesi- Zip: -Pa/a," Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: A24C,C9 ,ek 98 -a t.-e-,yA. City: Miami Shores County: Folio/Parcel #: Miami Dade —ll i '03bo Zip: 3- i / -7-tam'' Is the Building Historically Designated: Yes NO ✓� Flood Zone: CONTRACTOR: Company Name: A A 13A A ccl 4%Cam/ Se/ ciphone #(5 C5 75',31' 2 Address: 5-3 5/ 2 . o / C <' 9 City: A_% State: Zip: 72 �''' Phone #:(3 �J j) 10 �,_5 -. 3 i2 State Certification or Re istratfon #: Eigir /3d /23 2a Certificate of Competency #: gZ i5®g9®i' / Contact Phone #• 3 O 9-e5 Y3 e Email Address: DESIGNER: Atchitect/Engineer: Phone #: Qualifier Name: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteration ❑Newtepair/Replace ❑Demolition Description of Work: e_ p s -sc "icc ,ec .® J COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * *** * * * * * * * * * * * * * * * * * * * * * * * ** 6� Submittal Fee $ Permit Fee $ �z -5,.' ° r CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value. exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner o gent The foregoing instrument w s acknowledged before me this day of j �1�.9 , 20 1 \ , by o is personally know me or who has produced As identification and who did take an oath. NOTARY PU nt: My Commission Expires: Notary Public State of Florida Awilda Trujillo .�" My Commission DD670754 or AP% Expires 0612612011 APPROVED BY Signature )p/, /7 1 Contractor The foregoing instrument was acknowledged before me this day o , 20 11I , by w o is personall own to me or who has produced as identification and who did take an oath. l/ Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06/1 0/2009)(Revised 3/1 5/09)(rev6/4/1 0) NOTARY PITRi if' • .N"" Notary Public State of Florida Awilde 1 "ruiillo Sign: .04,7 My Cornnssior. D06707 Print: My Commission Expires: Zoning Clerk Mar 30 11 10:36a Joaquin J. Rivero 305 -620 -7864 p.3 10 -27 -2009 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL. SERVICES DIVISION OF WORKERS" COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS" COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: FEIN: 10115/2009 EXPIRATION DATE: 10/15/2011 RIVERO JOAQUIN J 651151750 BUSINESS NAME AND ADDRESS: AABAA ELECTRICAL SERVICES CORP 5951 NW 201 LANE HIALEAH FL 33015 SCOPES OF BUSINESS OR TRADE: 1- REGISTERED ELECTRICAL CONTRACT • IMPORTANT: Pursuant to Chapter 440. 06;141, F.S., an 'officer of a corporation who elects exemption Iron this chapter by (Ring a certificate al election ender this section may not recover benefits or compensation under'tdls chapter. Pursuant to Chapter 440.11fifI21, F.S., Certificates of election to be exempt... apply only within the scope of the business pr trade listed on the notice of election to be exempt Forman to Chapter 440.06113). F.S., Notices of election to be exempt and certificates at election to be exempt shall be sabject to revocation if, at eny Ume after he filing of the notice or the Issuance of the certificate, the person nomad oo the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate al oily time for failure of the person oersted on the certificate to meet the requirements of Ibis section. aUESTIONS? 111501 413 -1609 OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO EE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 10/15/2009 EXPIRATION DATE: 10/15/2011 PERSON: JDAQUIN J RIVERO FEIN: 651151750 BUSINESS NAME AND ADDRESS: AASAA ELECTRICAL SERVICES CORP 5951 NW 201 LANE HIALEAH, FL 93010 SCOPE OF BUSINESS OR TRADE 1- REGISTERED ELECTRICAL CONTRACT IMPORTANT OF Pursuant to Chapter 440.051141, F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election .. under this section may not recover benefits or compensation under this D chapter. H Pursuant to Chapter 440.05(12), F.S., Certificates of election 10 be exempt.. apply only within the 'scope of the business or trade listed on Rthe notice of election to be exempt. E Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to he exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. f1UES11ONS7 {850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 Mar 30 11 10:35a Joaquin J. Rivero 305 - 620 -7864 p.2 °R° :ERTIFICATE OF LIABILITY INSURANCE OP ID: JY DATE (MMANNYYYY) 03/22111 TFh!S CERTIFICATE ISISSUED ASAMATTER OFINFORMATION ONLY AND CONFERS NORIGHTS UPON THECERTIFICATE HOLDER. THIS CERTIFICATE DOES NOTAFFIRMATIVELY ORNEGATIVELY AMEND, EXTEND ORALTER THECOVERAGE AFFORDED BYTHEPOUCIES BELOW. THIS CERTIFICATE OFINSURANCE DOES NOTCONSTITUTE PCONTRACT BETWEEN THEISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: Uthecertificate holder IsanADD1TIONAL INSURED, thepollcy(les) mustbeendorsed. IISUBROGATION ISWAIVED, subject to theterms andcondltions ofhepolicy, certain policies may require enendarsernent. Astatement onthiscertificete does notconfer rights tothe certificate holder in lieu of such endorsement(s). PRODUCER 305 -262 -0086 BUTLER, BUCKLEY, DEErS 'NC. 6161 BLUE LAGOON DR., STE 420 MIAMI, FL 33126 Elliott McKlever & Stowe INSURED Aa1Daa Erectrit l Service, Inc. 5951 NW 201 Lane Miami, FL 33015 C3NrACT NAME; LARRY STOWE rklaUdy 305. 262 -0086 �, ft): 305. 262 -0187 ADDatLess: LSTOWE@BBDINS.COM - "RODUCER AABAA -1 CUSTOMEBJP P INSURER(S) AFFORDING COVERAGE SURER A: GRANADA INSURANCE COMPANY NAIL INSURER 8 : INSURER C : INSURER D COVERAGES C INSURER E : INSURER F : THIS ISTOCERTIFY THAT THE POLICIES OFINSURANCE LISTED BELOW HAVE BEEN ISSUED TOTHE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM ORCONDITION OFANYCONTRACT OROTHER DOCUMENT WTH RESPECT TOWHICH THIS CERTIFICATE MAY SE ISSUED ORMAY PERTAIN, THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN ISSUBJECT TOALLTHETERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE �bLS1JBR E4e 1M� I POLICY NUMBER 10185FL00007241 POUCYEFF NN1DOrIYYY1 03(14111 E POUCVEXP IMMIDDMfYYS 03(14!12 iG)n'S EACH OCCURRENCE $ 1,000,000 A GENERAL COWMF.R NERALty r X `6AEMI ETORENTED PREMISES ( occunenr 1 g 50 ,600 ,� ! cis- MADE .)17- OCCUR MED E P (Any orto person) $ 1,000 I PERSONAL &ADV INJURY s 1,000,000 —. GENERAL AGGREGATE $ 2,000,000 GEM AGWIEGATE LIMIT APPLES PER: PRODUCTS -COMP/OPAGG $ 2,000,000 X POLICY j` ] II— AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDUF.EDAUTOS MIRED AUTOS NON - GINNED AUTOS I) 3 COMBINED SINGLE UM IT + $ BODILY INJURY Per person) $ BODILY INJURY (Per a c dentl S PROPERTY DAMAGE Per accidem; $ 3 $ UNBRELLA.LIAB 1 i OCCUR. EXCESS f IAS ~i CLAmiS-MaDE. EACH OCCURRENCE S , I AGGREGATE ( $ DEDUCTIBLE RETENTTQN $ 5 1 $ WORKERS AND ANY OFFICER/MEMBER (Mandatory By+ DESCRIPTION COMPENSATION EMPLOYERS' L ABILITY YIN NIA 1 rt 1 • it T 't ■ U.._ ER EL. EACH AC0DENT $ PROPRIETOWPARTNER/EXECUTTVE - E.L. DISEASE. EA EMPLOYEE $ desa3c under OF OPERATIONS Wow EL DISEASE- POLICY LIMIT 1 $ 4 • DE ClTIC31 WOtk 1AiItf19A j LQCATION$J VEHICLES (Attach ACORD 101, Additional Remarks Schedule. If more space i6+nquired) HOLDER Miami Shares Village Building Dept. 10050 NE 2nd Ave. Miami Shores, FL 33138 1 SHOULD ANYOFrHEABOVE DESCRIBED POUCIES BECANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORED REPRESENTATIVE � ACORD 25 (2009109) O 1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Permit No:49= Job Name: p'//F 3e' 4L1f = � /C'r Miami Shores Viiiage Building Department ELECTRIC Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 j d fry: LT /P.4 411-1-C e =1.,0-7-1( Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mike Devaney 305 - 795 -2204 NAME: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT DATE: f/Z ,/ J? / Div ADDRESS: 202 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial�� 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial l / /�� 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial��' 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial v02% 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http: llwww.myfloridalicense.com /dbpr /pro /cilb /index.html Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial, .- 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of , 20 t By A Q-31 ir) who was personally known to me or who has Produced there License or cl� .PIck --560 — 7 6 as identification. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161323 k0 Permit Number: MC -3 -11 -380 Scheduled Inspection Date: June 27, 2011 Inspector: Perez, JanPierre Owner: PUFF, MARTIN Job Address: 1208 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ALLSTATE A/C INC. Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Kitchen Hood Phone Number (786)553 -7400 Parcel Number 1132050090360 Phone: 786 - 236 -9875 Building Department Comments VENTILATION OF THE KITCHEN (KITCHEN HOOD) ll Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 156766. June 24, 2011 For Inspections please call: (305)762 -4949 Page 28 of 34 Hxeirptiare Detai t Page 9r 7 F � r 1 (ma((}y /O� r�rr'yj�f� U/ �D, 'A %Tn� L DEPA lMEN•/ OF F••. FINANCIAL MRVICES o ., 7 I OM Idtps :: /si:curti [Max arrd4VCAPPS/ Compliance _paw Scriptsfeminphmns.asp: ri:ttru- .o.r. - ...._.., . Alex Sink C'bief' r%iralrtcitd ()Matrariptide FL.DFS HOME CONTACT US SEARCH ES Yl3UBJECT H£I.P EN €SPA&OI SEARCH FJJrSS vrrur r,1113114.1 ww v„v • ADOUt US Assessment Rates Benefit Delivery Process Centralized Performance System Ch 410 FL Statutes Contact Us Databases Directory Dtstrtot Offices EDI Frequent Questions History MeruoiandaJf kNetlns • V u.�q� 70415 .1 �9 owe •r TWA Database was Last Updated: 5/012009 90 ;37 :OOEP l R4trirn for awry 1,4-Ire, Exemption Details GO _ Name �r _ ! Ef a five 1 Title •. Date 1 'Termination ! Exemption 1 Hate 1 ype 1 Employer Name RICARDO 0 OVEC 1 IRICAROO 0 OVEZ DI (SeW �J ?U09 y�7 Sap 9 201 t _ Aug 102044 � Construction t C,w,sDur:tbn NISTATE AIR CONDITIONING , INC [ALLSTATE /WI CONDITIONING INC l 01 1 Aug 3 1 21/07 {RICARDO 0 OYEZ H'°°°' 1 1 Dr Aug •! 12005 I Aid 1.12007 Gerrsbuction ALLSTATE AIR coterrotame Apr 152004 Jut25 201) i / Ce�sin n STA1-E AIR CON71r»N Nc • ;JNC f RICARDO O OVCZ JOI I Jut 26 2003 I is NR" ... I osplraikxe Of the exemption. Ccnstrticlble ALLSEAIR COr0bdG INC F. termination idol be trough the revoordipn ar the esernptIorti or trrralidaliat by Uwe to re•issuc the anneal 11R = Exemption Not run- Issued es of 12131103. Due to slummy ct►anDes ettr 1We 1111.2054, n con*tnuelton Industry gumption I$ tan vend until re- lasuost Therefore, even though exemptions aro lseend fora twu your.pe Nutt We exemption ru Invalid until the'ro••lesuaice requirements are met When trts re-tasimnce,oqutrornenta are rml, Ilse re- lessirenee abed* dele MO be displayed aid the ewenptton eapirallvn (MO ATM We displayed va the lemin9Ueb dote. 9/10/20W 9:33 M Z00Z /6I /b0 w 01 Io 01 • ao CO m 3DIAD3S m m Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC,A Permit Type: �► �' • OWNER: Name (Fee Simple Titleholder): I � k. � 9eh4 Phone #: Address: /e2 o 8 N6 9( 1=4 atarl-- City: /V•09:4,./. State: /i= ~.' Zip: 3 'M/ 3 aggqg mR 0 41A11 l .e.. BY: ...... Permit No. / -360 Master Permit No. C--11 — 1 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: Miami Shores 1& A Folio/Parcel #: County: t t- 320 S -009 -o? h t �.c Miami Dade Zip: 2a 1 5c Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTompan Name: Address: City: At_ 64 Q ualifier Name: State: bone #: 20, S'J'' - 3 P zip: V 0 �9 Phone #: State Certification or Registration #: CM C., � -( /J Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 3SC Square/Linea ootage of Work: Type of Work: OAddress ❑Alteration ONew ORepair/Replace ODemolitin Description of Work: V-etirtf � /��; COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Permit Fee $ ‘e371 L 4/ CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ Training/Education Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature (OA ten 07/4\il Owner or Agent The foregoing instrument was acknowledged before me this 23 day of /L . ) ; �. 20 6i by R t (f -( e 0 Y , who i NOTARY Contractor The foregoing instrument was acknowledged before me this 23 day of 20 4 , by io 4 / 0 ®u to me or who has produced who is p As identification and who did take an oath. Sign: rte_. Print: My Commission Expires: iecUE GAMAYO unlit: • Stale of Florida pi, De 15.2014 .d.iff: , nr: ' 103 itAPPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) NO sonally known t me or who has produced as identification and who d' s - e oath. Sign: Print: My Commission Expires: NOIA!,V 1'ubli1 stale 01 Florida • s My o . i m. Expires Dec 15.2014 io # EE 49103 1.11.011"..".' Zoning Clerk