The URL can be used to link to this page

1092 NE 94 St (6)Dat Address Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 0 _ Time Type Insp' p Permit No. D.0 ^ 0 O Nam a :; Company Phone # II JJ ) For Inspectoi.11 /3 o Name & Date FORM 600A -97 Project Name: Address: City, State:. Owner: Climate Zone: FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A SIZ CONSTRUCTION RESIDENCE /ier" ,p y ST SIZ CONSTRUCTION South 1. New construction or existing New 2. Single family or multi- family Single family 3. Number of units, if multi- family 1 4. Number of Bedrooms 4 5. Is this a worst case? No 6. Conditioned floor area (f1 3068 11 7. Glass area & type a. Clear - single pane . 507.4 11 b. Clear - double pane 64.0 f1 c. Tint/other SC /SHGC - single pane 0.0 f1 d. Tint/other SC /SHGC - double pane 0.011 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a Concrete, Int haul, Exterior b. Concrete, Int Instil, Adjacent c. N/A d N/A e. N/A 10. Ceiling types a. Under Attic R =30.0, 1780,0 tt b. N/A c. N/A 11. Ducts a Sup: Unc. Ret: Con. AH: Interior b. Sup: Unc. Ret: Unc. All: Interior Glass /Floor Area: 0.19 R).0, 206.5(p) it R=4.2, 2510.611 - R=4.2, 232.0 fl= - Sup. R =6.0, 30.0 ft Sup. R =6.0, 30.0 ft I hereby certify that the plans and spe ifications covered by this calculation are'in -cc +plia c:�, i J the Florida Energy Code. /" / 1 PREPARED BY [[[ id �tV� DATE: I hereby certify that this building, as d - igned, is in compliance with the Florida Energy Code. OWNER/AGENT: " DATE: 12. Cooling systems a. Central Unit - I b. Central Unit - l c. N/A - I 13. Heating systems a. Electric Strip b. Electric Strip c. N/A Total as -built points: 38016.00 Total base points: 44837.00 EnergyGauge® (Version: FLRCPA -203) Builder: .57e? C'c: Gi Permitting Office: MIAMI SHORES Permit Number: 03 7 . Jurisdiction Number: Cap: 48.5 kBtu/hr - SEER:12.00 _ Cap: 35.8 kBtu/hr - SEER: 12.00 ._, Cap: 30.1 kBtu/hr - COP: 1.00 .__ Cap: 23.8 kBttultr - COP: 1.00 14. Hot water systems a. Electric Resistance . Cap: 65.0 gallons - EF: 0.87 b. N/A c. Conservation credits. ' (1•IR. -Heat recovery, Solar DI.1P- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, • HF -Whole house fan, PT- Programmable Thermostat, MZ -C- Multizone cooling, MZ 41- Multizone heating) PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: FORM, 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: EnergyGaugeS DCA Form 600A -97 EnergyGauge€ /FlaRes'97198 FLRCPA -203 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Ornt Len Hgt . Area X SPM X SOF = Points .18 3068.0 53.20 29380.6 Single, Clear N 7.0 8.0 32.1 33.94 0.74 805.9 . • Single, Clear N 2.0 12.0 38.3 33.94 0.98 1268.7 Single, Clear N 2.0 . 5.0 24.0 33.94 0.88 713.0 Single, Clear N 2.0 5.0 28.0 33.94 0.88 831.8 Single, Clear N 2.0 5.5 16.0 33.94 0.89 483.3 Single, Clear N 1.0 6.5 33.0 33.94 0.98 1098.3 • Single, Clear NE 1.0 6.5 5.5 51.65 0.98 278.0 Single, Clear NW 1.0 6.5 5.5 45.04 0.98 242.6 Double. Clear S 2.0 5.0 64.0 55.75 0.74 2642.1 Single, Clear S 2.0 4.0 9.0 62.19 0.67 376.7 Single, Clear S 2.0 5.0 24.0 62.19 0.74 1105.3 Single, Clear S 2.0 18.5 25.0 62.19 1.00 1547.2 Single, Clear S 2.0 16.0 12.0 62.19 0.99 739.2 Single, Clear S 2.0 16.0 9.0 62.19 0.99 554.4 Single. Clear S 2.0 6.0 24.0 62.19 0.79 1186.3 Single, Clear S 17.0 5.5 30.0 62.19 0.43 798.6 Single Clear E 2.0 5.0 12.0 73.03 0.81 708.5 Single. Clear E 2.0 5.0 12.0 73.03 0.81 708.5 Single, Clear W 2.0 9.5 72.0 65.53 0.94 4455.6 Single. Clear W 10.0 9.5 96.0 65.53 0.55 3460.2 As -Built Total: 571.4 24004.2 WALL TYPES Area X BSPM =- Points Type R -Value Area X SPM = Points Adajcent 232.0 1.0 232.0 Concrete, Int Insul, Exterior 4.2 2510.6 2.28 5724.2 Exterior 2510.6 2.70 6778.6 Concrete, Int Insul, Adjacent 4.2 232.0 1.18 273.8 Base Total: 2742.6 7010.6 As -Built Total: 2742.6 5997.9 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.60 52.0 Exterior Wood 48.0 9.40 451.2 Exterior 68.0 6.40 435.2 Exterior Wood 20.0 9.40 188.0 Adjacent Wood 20.0 3.80 76.0 Base Total: 88.0 487.2 As -Built Total: 88.0 715.2 CEILING TYPES Area X BSPM = Points Type R- Value. Area X SPM = Points Under Attic 1780.0 0.80 1424.0 Under Attic 30.0 1780.0 0.80 1424.0 Base Total: 1780.0 1424.0 As -Built Total: 1780.0 1424.0 FORM, 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: EnergyGaugeS DCA Form 600A -97 EnergyGauge€ /FlaRes'97198 FLRCPA -203 BASE AS- BUILT FLOOR TYPES Area X BSPM =. Points Type R -Value Area X SPM = Points Slab 206.5(p) -20.0 - 4130.0 Raised 0.0 0.00 0.0 Base Total: - 4130.0 Slab -On -Grade Edge Insulation As -Built Total: 0.0 206.5(p) -20.00 - 4130.0 -4130.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3068.0 18.79 57647.7 3068.0 18.79 57647.7 Summer Base Points: 91820.2 Summer As -Built Points: 85659.1 Total Summer X System Points Multiplier = Cooling Points Total X Component Cap X Duct X System X Credit = Cooling Ratio Multiplier Multiplier Multiplier Points 91820.2 0.3560 32688.0 85659.1 85659.1 85659.1 0.575 0.968 0.425 0.968 1.00 0.968 0.284 0.284 0.284 1.000 1.000 1.000 13558.0 10007.7 23565.7 FORM, 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , PERMIT #: EnergyGaugeT'" DCA Form 600A-97 EnergyGaugeO/FlaRes'97198 FLRCPA -203 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: EnergyGauget DCA Form 600A -97 EnergyGauge® /FlaRes'97 /98 FLRCPA -203 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X WPM X WOF = Points .18 3068.0 2.02 1118.0 Single, Clear N 7.0 8.0 32.1 4.91 0.97 152.8 • Single, Clear N 2.0 12.0 38.3 4.91 1.00 187.4 Single. Clear N 2.0 5.0 24.0 4.91 0.98 116.1 Single, Clear N 2.0 5.0 28.0 4.91 0.98 135.4 Single, Clear N 2.0 5.5 16.0 4.91 0.99 77.5 Single. Clear N 1.0 6.5 33.0 4.91 1.00 161.5 Single, Clear NE 1.0 6.5 5.5 4.71 1.00 25.9 Single, Clear NW 1.0 6.5 5.5 4.88 1.00 26.8 Double, Clear S 2.0 5.0 64.0 1.49 1.08 103.0 Single, Clear S 2.0 4.0 9.0 3.55 1.13 36.1 Single, Clear S 2.0 5.0 24.0' 3.55 1.08 91.9 Single, Clear S 2.0 18.5 25.0 3.55 0.99 88.2 Single, Clear S 2.0 16.0 12.0 3.55 0.99 42.3 Single, Clear S 2.0 16.0 9.0 3.55 0.99 31.8 Single, Clear S 2.0 6.0 24.0 3.55 1.05 89.3 Single, Clear S 17.0 5.5 30.0 3.55 1.44 153.6 Single, Clear E 2.0 5.0 12.0 3.76 1.04 46.7 Single, Clear E 2.0 5.0 12.0 3.76 1.04 46.7 Single, Clear W 2.0 9.5 72.0 4.47 1.00 321.1 Single. Clear W 10.0 9.5 96.0 4.47 1.03 440.7 As -Built Total: 571.4 2374.8 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM =. Points Adajcent 232.0 0.5 116.0 Concrete, Int Insul, Exterior 4.2 2510.6 1.02 2560.8 Exterior 2510.6 0.60 1506.4 Concrete, Int Insul, Adjacent 4.2 232.0 0.44 102.1 Base Total: 2742.6 1622.4 As -Built Total: 2742.6 2662.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 1.30 26.0 Exterior Wood 48.0 2.80 134.4 Exterior 68.0 1.80 122.4 Exterior Wood 20.0 2.80 56.0 Adjacent Wood 20.0 1.90 38.0 Base Total: 88.0 148.4 As -Built Total: 88.0 228.4 CEILING TYPESArea X BWPM = Points . Type R- Value. Area X WPM = Points Under Attic 1780.0 0.10 178.0 Under Attic 30.0 1780.0 0.10 178.0 Base Total: 1780.0 178.0 As -Built Total: 1780.0 178.0 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: EnergyGauget DCA Form 600A -97 EnergyGauge® /FlaRes'97 /98 FLRCPA -203 BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 206.5(p) -2.1 Raised 0.0 0.00 Base Total: -433.6 0.0 433.6 Slab -On -Grade Edge Insulation - 0.0 As -Built Total: 206.5(p) -2.10 -433.6 -433.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 3068.0 -0.06 -184.1 3068.0 -0.06 -184.1 Winter Base Points: 2449.0 Winter As -Built Points: 4826.4 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier Heating Points 2449.0 1.0900 2669.4 4826.4 0.558 1.008 4826.4 0.442 1.008 4826.4 1.00 1.008 1.000 1.000 1.000 1.000 1.000 1.000 2717.1 2148.4 4865.6 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details L ADDRESS: , , , PERMIT #: EnergyGauge DCA Form 600A -97 EnergyGauge® /FlaRes'97198 FLRCPA -203 BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 4 2370.00 AS -BUILT 65.0 0.87 As -Built Total: 4 1.00 2396.23 1.00 9584.9 9584.9 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 32688.0 2669.4 9480.0 44837.4 23565.7 4865.6 9584.9 38016.2 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = 1 Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 4 2370.00 9480.0 • 65.0 0.87 As -Built Total: 4 1.00 2396.23 1.00 9584.9 9584.9 ' FORM 600A -97 . WAT ER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: EnergyGaugeN DCA Form 600A -97 EnergyGauge�pglaRes'97 /98 FLRCPA -203 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cf n/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames. surrounding wall; foundation & wall sole or sill plate: joints between exterior wall panels at comers: utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 - Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. . Ceilings • 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed: or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 - All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. -Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1. 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. FORM 600A -97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences EnergyGaugeT" DCA Form 600A -97 EnergyGauge'! /FlaRes'97 /98 FLRCPA -203 • ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (f1.5 ESTIMATED ENERGY PERFORMANCE SCORE* = 85.3 The higher the score, the more efficient the home. 7. Glass area f, type _ a Clear - single pane 507.4 ft _ 13. Heating systems b. Clear - double pane 64.011 _ a Electric Strip c. Tint/other SC /SHGC - single pane 0.0 ft __ d. Tint/other SC /SHGC - double pane 0.0 ft b. Electric Strip 8. Floor types a Slab -On -Grade Edge Insulation R= 0.0,206.5(p)ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a Concrete, Int Insul, Exterior R=4.2. 2510.6 ft _ b. Concrete, Int Insul, Adjacent R=4.2, 232.0 ft _ b. N/A c. N/A d. N/A e. NIA 10. Ceiling types _ a Under Attic R =30.0. 1780.0 ft b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior Sup. R =6.0. 30.0 ft _ b. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 30.0 ft SIZ CONSTRUCTION, , , , Builder Signature: Date: New 12. Cooling systems Single family _ a. Central Unit Cap: 48.5 kBtulhhr _ 1 _ SEER:12.00 _ 4 _ b. Central Unit Cap: 35.8 kBtuily No _ SEER: 12.00 -_ 3068 ft c. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation. HF -Whole house fan, PT- Programmable Thermostat, RB -Attic radiant barrier, 11IZ -C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Address of New Home: City /FL Zip: Cap: 30.1 kBtu:lir _ COP: 1.00 Cap: 23.8 kBtuihr COP: 1.00 a. Electric Resistance Cap: 65.0 gallons _ EF: 0.87 *NOTE: The home's estimated energy performance score is only available through the HARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a t �S EP. /DOE EnergyStar designation), your home may qualify for energy efficiency mortgage (EE ii incentives - fyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638 -1492 or see the Energy Gauge web site at wtns.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487- 1824. EnergyGauee® (Version: FLRCPA -203) Location for weather data: Miami - User customized: Latitude(25) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (78F) Humidity difference(56qr.) Winter design temperature 47 F Summer design temperature 95 F Winter setpoint 2743 70 F Summer setpoint 75 F Winter temperature difference 1118 23 F Summer temperature difference 20 F Total heating load calculation • 44044 Btuh Total cooling load calculation 65661 Btuh Submitted heating capacity cfm 53900 Btuh Submitted cooling capacity 84300 Btuh Submitted as % of calculated Btuh 122.4 % Submitted as % of calculated 128.4 % Load component - Load Window total 571 sqft 23468 Btuh Wall total 2743 sqft 10882 Btuh Door total 88 sqft 1118 Btuh Ceiling total 1780 sqft 2848 Btuh Floor total 207 ft 0 Btuh Infiltration 311 cfm 6851 Btuh Internal gain 2700 Btuh Subtotal(sensible) 47866 Btuh Duct gain 4787 Btuh Total sensible gain 52653 Btuh Latent gain infiltration) 11858 Btuh Latent gain(internal) 1150 Btuh Total latent gain 13008 Btuh TOTAL HEAT GAIN 65661 Btuh Load component Load Window total 571 sqft 14566 Btuh Wall total 2743 sqft 12751 Btuh Door total 88 sqft 903 Btuh Ceiling total 1780 sqft 1424 Btuh Floor total 207 ft 3841 Btuh Infiltration 334 cfm 8462 Btuh Subtotal 41947 Btuh Duct loss 2097 Btuh TOTAL HEAT LOSS 44044 Btuh SIZ CONSTRUCTION Residential System Sizing Calculation Summary Project Title: SIZ CONSTRUCTION RESIDENCE Winter Heating Load for 3068 soft Summer Cooling Load for 3068 saff WINTER CALCULATIONS EnergyGauge) FLRCPA -203 SUMMER CALCULATIONS Ductsi 5%) 4'VAGS(29`3) Leter.t Irrterrnx( ..) 9/9/99 rmaa(t 7 %) Class 3 Rating Registration No. 0 Climate: South The sizing method used was EnergyGauge® System Sizing. PREPARED BY: DATE: JOB SITE: E a Sr f o A ail_ - N E v Co ti.0 S DATE: Q' 7'' 5r TYPE OF REVIEW: M CJ-1 A tit t C A BY : CODE SECTION PAGE LOCATION 2 CC,�iST OcTt ck( PLANS FjXAM NATION SHEET -Qv 6 r,In • Air 7 2 � 44 !Zv ue 1 A fa •jA AI,j,A-4 J � e riAra oL �d(�/ g 0 44e 4-7-1 COMMEITS JOB SITE: N [ Q 4 S r A ✓fZ - NE& C AL5? . DATE: TYPE OF REVIEW: P1 U v-i b f Vl r�- Cc-is . T,1 ucTt PLANS UAMmATION SHEET CODE SECTION PAGE LOCATION COMMENTS BY: e= 2/7(JKY/ j JOB SITE: S/ I CenrkdYuC 7 tout - 9 - f t" t 0E 0/v&he TYPE OF REVIEW: .S lY u -lam BY : CODE SECTION PLANS EXAMINATION SHEET PAGE LOCATION COMMENTS r y € , v a ! €411 lap ©0' 3o" d e w tee 1,ticat. G S A pry / e $4.9.4 ovz r y I-o Co-vt. , rm e ac 0 7' r - e - C - ; 41 e re 1 N tL9 tiL(,t.�R 0 'rep a e fe D P f e 1 M ciS u)€als eV. 5Gl • 3 5 W of er L 3,4 coTi.". , s ho d fre co-u rS e . rnd.z. Q;fe e-w PIa,,4 Me C.ctJG Ja.,tct rav "7 avtd upIti ( ot415 at a.!I /rwss hecI i s Ssec a vt,d7or deiait I fhe cohnecT;cvt o� floor tvt-d K o w G j r d e r - {t oss es C7r14- 5 s -fo - f3 eavvr a,Ka( Truss - f - TruSS . Ch-el- 6 7'russe5 i ' be 2 "XG" ,M t . - TasG��' h 6e. 2" x yvtQle r i a-, • Se , J. S-7 d o c°l K' I sin a ✓eol ? 5 b+m4." - Pad /(prro -vain i a f Le iv; d o-Ws do -ors, S /vri 5 H E ff e ves u, (Cm 5 , ifa,ss /vcks Srie..ct' load 4 hailers at FCU 'I) Room ? rwss it46,,k 6 4 Me pr yr - �,�9 is iu331 ei444 CIa•r; Fy as r -e y r cl. re r 4 Ged JOB SITE: TYPE OF REVIEW: CODE SECTION wh j %W. ZOO viy -Is- 1? 14f M49 PLANS ON SHEET S A 1 IP PAGE LOCATION CTE TIS r. JUI - ;02 - 09:44 AM S I Z CONSTRUCTION JOEL SITE: rvit 9 'u' S� *4i / i A & : b01- /4' TYPE OF REVIEW: ..S'rlrud--, BY: 7W . CODE SECTION i CS Prev■I C44% v- r e i ✓t G ed/. h�l pJOvl r�J o C¢nArkv, G elcc.cscy o7" ,/ e d (eV Ar.:c.. u.,� . / PLANS EXAMINATION SHEET PACE LOCATION 305 652 2699 COMMENTS V f e. a� , pl ate e da.Q aG rail; It/ # t4 apIt k (was aI a fl 66.4 -thec > -hs. S ee 444i caor■er.b 01 Plow 0.44 goof air-der 4'I^u s 5 es s s - Itv Eseami Tr"usS -to• T✓k5s), P.01 b" 01;vI. - ,Vc (1- 51 5Pa: 404 Prod Apr ec - vrds A at wj 4 otivS , ' d y rs / rrm- 5 41 c4 f gv'S, n iu,(lcrrv►s , 5411,5 $ / /Gk5 , lead( heuiers at Fel 6t: d k o p '14 4 '� i -u s� a ✓ ev, ? Ty+u ;Scs, (z 'r a: .1 JUN -02 -99 09:44 AM SIZ CONSTRUCTION 5t2 C'p,. m uCT t ot( PLANS EXAMINATION SF1,E�'T 305 652 2699 P.03 .;OD SITS;; N E G7'Li sr 1- A✓h.. - 11/41St.A.1 C37 DATE: TYPE OP REVIEW: P I t40 h 11 BY: CODE SECTION PAGE LOCATION COMMENTS / /& D 0/0-,,b?./aee/ JUN -02 - 09:44 AM SI2 CONSTRUCTION CODE SECTION PAOE LOCATION Aiev 4/ N ft c2 cpti1.5 OCT' 164/ PLANS EXAMINATION SKEET JOB SITE: N [ c1. Y' - 0 A ✓I- Ney.i N0tiLS1 DATE: TYPE OF REVIEW: /4\ c_14 A 1-1 t CA , BY: 305 652 2699 P.02 COMMENTS Ala vg. : _'(.N9 2.04 • 1 Date: 09 -02 -1999 Proposal To: ROSNER 1092 NE 94 ST MIAMI, FL 305 - 652 -2905 Grand Total Latent Cooling Gain Grand Total Tons of Cooling Activated Oxygen Systems 3190 S. State Road 7 #16 Miramar, FL 33023 Phone (954) 962 -0450 DETAILED HEAT LOAD CALCULATIONS SUMMARY WINTER SUMMER / Grand Total Sensible Cooling Gain Grand Total of All Sensible & Latent Gains S /N# QL- 080896 -13508 Grand Total Heating Loss 77,420.16 BTUH 64,342.60 BTUH 11,916.58 BTUH 76,259.17 BTUH 6.35 Tons Computed results should be treated as estimates only as the weather, usage, duct & structure design may vary. Be sure and size systems based on there ability to meet both the sensible and latent heat requirements, not just the total btuh. Date: 09 -02 -1999 Proposal To: ROSNER 1092 NE 94 ST MIAMI, FL 305 - 652 -2905 Activated Oxygen Systems 3190 S. State Road 7 #16 Miramar, FL 33023 Phone (954) 962 -0450 DETAILED HEAT LOAD CALCULATIONS ** COMPUTED RESULTS ** ZONE1 SUMMER COOLING LOAD WALL HEAT GAINS 1,711 BTUH CEILING OR ROOF HEAT GAIN 5,412 BTUH FLOOR HEAT GAINS 14 BTUH GLASS HEAT GAINS 4,526 BTUH DOOR HEAT GAINS & WINDOWS NORTH 203 BTUH SOLAR HEAT GAINS 8,256 BTUH TOTAL TRANSMISSION HEAT GAINS 20,123 BTUH INTERNAL HEAT GAINS SENSIBLE HEAT GAINS 4,382 BTUH LATENT HEAT GAINS 1,800 BTUH VENTILATION HEAT GAINS SENSIBLE VENTILATION GAIN 3,982 BTUH LATENT VENTILATION GAIN 2,148 BTUH DUCT HEAT GAINS 356 BTUH TOTAL SPACE SENSIBLE HEAT GAIN 28,843 BTUH TOTAL SPACE LATENT HEAT GAIN 3,948 BTUH TOTAL SPACE COOLING LOAD 32,791 BTUH SPACE COOLING LOAD IN TONS OF REFRIGERATION 2 733 TONS WINTER HEATING LOAD TRANSMISSION HEAT LOSSES 18,102 BTUH VENTILATION LOSSES SENSIBLE VENTILATION LOSSES 9,004 BTUH LATENT VENTILATION LOSSES 1,611 BTUH, DUCT HEAT LOSSES 800 BTUH TOTAL SPACE HEATING LOAD 28,717 BTUH Computed results should be treated as estimates only as the weather, usage, duct & structure design may vary. Be sure and size systems based on there ability to meet both the sensible and latent heat requirements, not just the total btuh. S /N# QL- 080896 -13508 ** SPECIFIED CONDITIONS ** ZONE1 LENGTH 60.000 FT. WIDTH 40.000 FT. HEIGHT 8.000 FT. EXPOSED WALL LENGTH 60.000 FT. UNCONDITIONED WALL NEXT TO CONDITIONED SPACE 60.000 FT. WINDOW & DOOR AREAS IN SQ.FT FACING NORTH -EAST & NORTH -WEST 48.000 FT. EAST & WEST 96.000 FT. SOUTH -EAST & NORTH -WEST 0.000 FT. SOUTH 96.000 FT. NORTH 21.000 FT. NUMBER OF OUTSIDE DOORS IN SPACE 0.000 INTERNAL HEAT GAINS LENGTH OF DUCT 40.000 FT. NUMBER OF PEOPLE IN SPACE 4.000 EACH OCCUPANCY SENSIBLE LOAD FACTOR 250 BTUH OCCUPANCY LATENT LOAD FACTOR 200 BTUH INCANDESCENT LIGHT LOAD IN WATTS 200.000 WATTS FLUORESCENT LIGHT LOAD IN WATTS 400.000 WATTS NUMBER OF ELECTRIC MOTORS IN SPACE 1.000 EACH AVERAGE MOTOR HORSEPOWER 0.000 H.P. APPLIANCES SENSIBLE APPLIANCE LOAD 1,000 BTUH LATENT APPLIANCE LOAD 1,000 BTUH HEAT TRANSFER COEFFICIENTS (COOLING) - - - U - FACTORS EXPOSED WALLS 0.080 INTERIOR WALLS 0.075 CEILING OR ROOF 0.055 FLOORS 0.001 DOORS 0.500 GLASS 0.900 HEAT TRANSFER COEFFICIENTS (HEATING) - - - U - FACTORS CEILING OR ROOF 0.050 FLOOR 0.001 DESIGN TEMPERATURES IN DEG.F.DRY BULB SUMMER: INDOORS 74.000 DEG.F OUTSIDE 97.000 DEG.F UNCONDITIONED SPACE DESIGN TEMP. 97.000 DEG.F CEILING OR ROOF 115.000 DEG.F FLOOR 80.000 DEG.F WINTER: INDOORS 72.000 DEG.F OUTSIDE 20.000 DEG.F UNCONDITIONED SPACE DESIGN TEMP. 35.000 DEG.F ABOVE THE CEILING OR ROOF 45.000 DEG.F DESIGN TEMP. OF SPACE UNDER THE FLOOR 55.000 DEG.F DUCT HEAT GAINS INSULATION FACTOR 1.000 SUMMER DUCT TEMPERATURE DIFFERENCE 20.000 DEG.F WINTER DUCT TEMPERATURE DIFFERENCE 45.000 DEG.F VENTILATION LOAD SPECIFIC HUMIDITY DIFFERENCE(SUMMER) 20.000 GR /LB SPECIFIC HUMIDITY DIFFERENCE(WINTER) 15.000 GR /LB CFM /PER PERSON VENTILATION 2.000 CFM AIR CHANGE FACTOR (AIR CHANGE PER HOUR) 0.500 SHADING FACTOR 0.400 DETAILED HEAT LOAD CALCULATIONS ** COMPUTED, RESULTS ** ZONE2 SUMMER COOLING LOAD WALL HEAT GAINS 1,711 BTUH CEILING OR ROOF HEAT GAIN 5,412 BTUH FLOOR HEAT GAINS 14 BTUH GLASS HEAT GAINS 4,526 BTUH DOOR HEAT GAINS & WINDOWS NORTH 203 BTUH SOLAR HEAT GAINS 8,256 BTUH TOTAL TRANSMISSION HEAT GAINS 20,123 BTUH INTERNAL HEAT GAINS SENSIBLE HEAT GAINS 3,532 BTUH LATENT HEAT GAINS 1,800 BTUH VENTILATION HEAT GAINS SENSIBLE VENTILATION GAIN 11,434 BTUH LATENT VENTILATION GAIN 6,168 BTUH DUCT HEAT GAINS 411 BTUH TOTAL SPACE SENSIBLE HEAT GAIN 35,500 BTUH TOTAL SPACE LATENT HEAT GAIN 7,968 BTUH TOTAL SPACE COOLING LOAD 43,468 BTUH SPACE COOLING LOAD IN TONS OF REFRIGERATION 3.622 TONS WINTER HEATING LOAD TRANSMISSION HEAT LOSSES 18,226 BTUH VENTILATION LOSSES SENSIBLE VENTILATION LOSSES 25,852 BTUH LATENT VENTILATION LOSSES 4,626 BTUH DUCT HEAT LOSSES 924 BTUH TOTAL SPACE HEATING LOAD 48,704 BTUH Computed results should be treated as estimates only as the weather, usage, duct & structure design may vary. Be sure and size systems based on there ability to meet both the sensible and latent heat requirements, not just the total btuh. ** SPECIFIED CONDITIONS ** ZONE2 LENGTH 60.000 FT. WIDTH 40.000 FT. HEIGHT 8.000 FT. EXPOSED WALL LENGTH 60.000 FT. UNCONDITIONED WALL NEXT TO CONDITIONED SPACE 60.000 FT. WINDOW & DOOR AREAS IN SQ.FT.FACING NORTH -EAST & NORTH -WEST 48.000 FT. EAST & WEST 96.000 FT. SOUTH -EAST & NORTH -WEST 0.000 FT. SOUTH 96.000 FT. NORTH 21.000 FT. NUMBER OF OUTSIDE DOORS IN SPACE 6.000 INTERNAL HEAT GAINS LENGTH OF DUCT 40.000 FT. NUMBER OF PEOPLE IN SPACE 4.000 EACH OCCUPANCY SENSIBLE LOAD FACTOR 250 BTUH OCCUPANCY LATENT LOAD FACTOR 200 BTUH INCANDESCENT LIGHT LOAD IN WATTS 200.000 WATTS FLUORESCENT LIGHT LOAD IN WATTS 200.000 WATTS NUMBER OF ELECTRIC MOTORS IN SPACE 1.000 EACH AVERAGE MOTOR HORSEPOWER 0.000 H.P. APPLIANCES SENSIBLE APPLIANCE LOAD 1,000 BTUH LATENT APPLIANCE LOAD 1,000 BTUH HEAT TRANSFER COEFFICIENTS (COOLING) - - -U- FACTORS EXPOSED WALLS 0.080 INTERIOR WALLS 0.075 CEILING OR ROOF 0.055 FLOORS 0.001 DOORS 0.500 GLASS 0.900 HEAT TRANSFER COEFFICIENTS (HEATING) - - -U- FACTORS CEILING OR ROOF 0.050 FLOOR 0.001 DESIGN TEMPERATURES IN DEG.F.DRY BULB SUMMER: INDOORS 74.000 DEG.F OUTSIDE 97.000 DEG.F UNCONDITIONED SPACE DESIGN TEMP. 97.000 DEG.F CEILING OR ROOF 115.000 DEG.F FLOOR 80.000 DEG.F WINTER: INDOORS 72.000 DEG.F OUTSIDE 20.000 DEG.F UNCONDITIONED SPACE DESIGN TEMP. 35.000 DEG.F ABOVE THE CEILING OR ROOF 45.000 DEG.F DESIGN TEMP. OF SPACE UNDER THE FLOOR 55.000 DEG.F DUCT HEAT GAINS INSULATION FACTOR 1.000 SUMMER DUCT TEMPERATURE DIFFERENCE 20.000 DEG.F WINTER DUCT TEMPERATURE DIFFERENCE 45.000 DEG.F VENTILATION LOAD SPECIFIC HUMIDITY DIFFERENCE(SUMMER) SPECIFIC HUMIDITY DIFFERENCE(WINTER) CFM /PER PERSON VENTILATION AIR CHANGE FACTOR (AIR CHANGE PER HOUR) SHADING FACTOR 20.000 GR /LB 15.000 GR /LB 2.000 CFM 0.500 0.400 tiROMc j panasoni`c FAX SYSTEM METRO MADE PRODUCT CONTROL NOTXC Deerfield Builders Supply Co. Ii 77 S.E. 2nd Avenue Deerfield Beach Your app c Lion for Product A • •royal of•' '1' ? �h , = E . 4� �xI SSerlits. I Out `Swingi rig De r '�~ - �t " % r � �� s / ": `�. ,� ,w , !� :. under Chapter 8 of the Metropolita D ade , Co`�A unt y r, C ode, governin the use of Alternate Materials and Types of Construction, and completely, dea ' ie;plans specifications` and calculations as submitted by Applicant. (For listing, see Section 8 a iWi r.4 4 f ' otice o/ ' This approval shall not be valid after ttie t .r xpi !� r� stat below; Th Office of Code Compliance 't ��,, . ✓'�}r+j�' S{ l� =rr1• �..ae R e fro �r r ..• reserves the right to secure this product or rnat�eial at anytimm ^ a jobsite or manufacturer's plant for quality control testing. If this product or material fails to, perform in'the approved manner, the Code Compliance Office may revoke, modify' ar susp the use.of such product or material immediately. The applicant shall re- evaluat this product o m { 4 e r l si oiil any;`aniiiicadmcnts to the South Florida Building Code be enacted affecting this product o r m Vte 1. Th Buildiing Code Compliance Office reserves the the right to revoke this approval,•,i i is deterrnuned by the Building Code Compliance Office that this product or material fails to meet regtiire ients of theASouth Florida Building Coder The expense of such testing will be incurred by the` man "' ' Acceptance No.:96- 1023.08 Expires:02 /03 /00 Approved: 02 /03/97 METROPOLITAN DADS COUNTY, FLORIDA ,'• r METRO -DADE FLAGLER BUILDING •t Nov. `' 25 '1997 ' 05: 32PM P1 UILDING CODE COMPUANCE OFFICE ` r SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375-2908 INTERNET. mdcc01Oahadow.net PRODUCT CONTROL SECTION • (308) 375.2902 FAX (305) 372.6339 RauTRa guez Product Control Supervisor THIS IS THE COVERSIIEEtSEP PAGES FOR SPECIFIC AND GENERAL CONDITIONS,rfl ILDING;CODE;COMMITTEE '? ' This application for Product Appro''val has b by the' Metropolitan Dade County Building Code Compliance Department and appro by the Building Code Committee to be used in Dade County, Florida under the conditions sei " 'foith °abo Director Building Code Compliance Dept. Metropolitan Dade County 1 , • • • .t.. ' c." • •• • • ••, • ,. ,, .,, , • FROM . : ' Panasoni c .FAX , ,,..,,, , s..r.0,0.• .-• .. .• • . .... . . • .• . t.f . . !;•, ,. . : Deerfield Builder SupOlYed.'2*.Iii`e, Perez, P.E., Plans ExJner II ntrol D ivision • • r'; •'' • ' ) • • ' No 251g9? 05: 33PM P3 , ACCEPTANCE No. 96-1 023.08 PROVED. FEB 0 3 10 07 I:RES FrB 0 3 2000 1.- 3/4" long; ' 1th eaStra Ins tolled with glue, 7/16" x 2" stiPlei at'' 15"'. i AI 6 2" FHWS (four (4) at each side of pipe sleeve) Sealed ihs Seitle i d en tt a' the i • iiii iiiact, '- ;:.1i'f a gi?d' i 'i h : F;e:i o nioaro and outboard face. All astragal ittu p 2.3.6 tittY 2.3.7 Glazing moldings and high ' x'6/8":wicle'01/01 . 0 wood moulding all around Fastened tO crown gun-driven wire staples, 5" 0.0 edge. . - b� sealed and finished at time Of installation. • , • aro of 541/4" Wide by 1-1/4" thick rabbeted (White Pine ;_ „ 0 ;itcrfca (1lb • x 3/8) for weatherstrip. 2.4.3 Construction: Butted corner csuction Th head/jamb comers are of butted comer construction and idtiaiia;Q jii& 3 /4" wide gun-driven staples at each corner.: ;The jaiili‘ ifires tto en are coped to fit at the corners and also attached with two (2) 2" 1Onii"X: gu it each Corner. 2.4.4 Reinforcements:`. ' 2,4.4.1 Head 4/81C{cX'5-1/4" wide, 3-ply BC grade plywood ' plate attached to the head staples at 1-1/4" froni edge with remainder at 8-3/4" o.e. and to the jaiti‘ ( sta pies Periamb ie " 2.4.5 Threshold: J-R. „ , "Moderate C lima5 3/4" wide x 1 high threshold, Conals:tiiiiiiti ,..1:431 3" Douglas Fir wood portion attached to a 2 1/2" wide x 1/4" high hOld' extending the whole width of the door. This threshold Ls attached to Cified in Section 4.1.3 below. (id and finished at time of installation. Top outside edge of each door and outside *deal edge of active door.. adjacent to each door corner. Perez, P.E., P1ansEffiiner II Control Division'. 2.5.4 One Set 2.6 fiprd are: 2.6.1 Four (2 2.6.3 One 2.6.4 One 2.6.5 Two 2.6.6 Two • • • • * FEB n 3 2000 ; • yrrrrCt OF ,466i;'1 CCINDTTiOn Pernka model #345 Door bottom rail. To be installed Aluminum and • after door is seated and finished. attached'with #6 X•5/8 6" (j .c. ,;;; • ' z Per leaf) 4".x 4' • pm mortise h ;;; Hager' mo4e11,843:3,,c) Penrod iiNtH40AIJ: attached With to the door and ihtees:0 'aid one.. #9 x 2 1/2";FHIVS tato • • 4" x 47 t • Ha:Oei : 2.6.2 Fotu (2 regular per leaf) .;.Penred#MH40N \M;4 f tlatiiii419;x4/4".•FIOS;' ; • • to the dooi'.a '1 #9 'X 2 1/21,F1-1.48t.ci1h.' • • - • • ;:•• . • „ • • Prissage'laCkor key: iqcic vdspring latch Acdve leaf- . Sch lage Lock 0.1■46del-#FION • , Single 0iidothnt4dbiiit lock #B I6ON or /ward Lod 0:14«rel Single surfaee/tlii6b lock Schlage Locic Co. Mdef#B18ON or irwayet,Lii0c:41:.A ' •-• .Conceale 12 fon bolts 1/2" attn. 7 throw, attached to the iietatitiihardWare by a 0.207", dam. rod threaded at both ; ends and Paasini Ph* sl Operating haid flip-type actuator and at tach ed 'With four #8 x 1" FHWS' 'C EPTANCE No.: 96-1023.08 'APPROVED FEB 03 1997 Location ceTopliage: 6 3/4" from top of doors. .Bottom hinge: 84" from top of doors. (At each Active and Inactive leaf.) 4 " • • Nov. 25 1997 05: 34PM P4 Active leaf - • 2.nd hinge i 31 3/4" from top of doors. 3rd hinge: 58 7/8" from top of doors. (A't each Active and Inactive leaf.) at 36" from bottom of door. at 6" above passage lock. Active door leaf : one at 2 3/4" from top of door and Orieit 2 3/4" from bottom of door. Inic6e (astragal) One at top of door and • one at bottom of door. ',Manue Perez, P.E., Plan •Product •ntrol Division aminer II 'FROM . Panasonic FAX SYSTEM Deerfield Bidjders'Supply Ca. :vine 4. INSTALLATION: 4.1 Screws¢ Metho d of Attac merit. 4.1.1 Head: #10 x 2 1/2".;.pjg #10 x 2 1l2 ' CP'F #8 x 2" CP FHWS1tivd 4.1.2 Jambs: #10 x 21/2 "'CP;FHWS of 6r, 4 • F7Y? s Nov, 25. 1997 05: 34PM P5 AC CEPTANCE No.: 96 PROVED FEB 0 3 1997 • S .. :71113 ' R 3 2000 2.6.7 Two • Modified'M.A: G ;toe 0.029" thick l"'ass 2.6.8 One Strike 0.050" thick brass 2.6.9 One . Strike 0.077. tl ick ss' ' 2.6.10 Two . Strike as sembly„0.062 er: one at upper single- strike with a cone ,, ` • . , surface.deadbolt. plated ` emen ':' i Inactive door leaf one at single- • steel re pla << ry ; .a ' i:/.'1S• '1i , !i' cylinder Ja S•.Al+ Hardware shall be as listed in Secthili` „or att;iip a cuiTent Dade County Product Control Notice of Acceptance::'; °` '.� "� a Y ° lu. E Ski ''i r r ,;,e. There are no strikes at the bottoms of doors." ' Io eng holes drilled into the aluminum threshold and the floor. ' r ' dA ' � ' $ 4 '' ' F I ' Each leaf is fastened to the hinge' jaaa (4) butt hinges.: Tested lock grade: Schlage locks are Grade II and Kwlkset�locks ire_ Grade III, r 'fir SR +Y ,: 2.7 Sextant: The frame intersections, ends of the a nd a weatherstrip intersections must be caulked with Pol s ..) J ad J c .ss:n alap I ' , i: `; .. " "• y n a s al o so t.dursi assembly: ..,i .t, ''.Active door leaf : '.onefat.each top'and bottom surface •'deadbolt. Inactive door leaf -.at passage lock Frame' header - (above inac door) i un; r r r . h ead concealed flush bolt. thick brans s urface ; m e 3. LIMITATIONS: ,, F', "•1' ` �r { 3.1 This approval applies to pair of doors and '' single door Unit, with all components described in the active leaf of this approval, applications o nly, as shown in; Section 10: 3.2 Units with dimensions equafto or ;Mailer tthsa those shown in Section 10 shall qualify under this 3.3 Installation is limited by the besign in Section 7 of this approval. approval. ,tzi corners and max.. 20" o.c. X r , thin lock strike 'plate: (active leaf) exterior bolt strike plate. (inactive leaf) m corners and max. 24" o.c. ri #9 x 2 1/2 ", CP FIWS one S1) t hrough 'each hinge. 4.1.3 Sill: 413.1 Attach wood portion to floor "with: #10 x 2 CP FHWS at:centerline, at 12" to each side of centerline and the rest at rnax. 10 ".'o.c. erez, P.E., Plans : • II ntrol Division ..): 1P: a WI' anue erez; P.E:, Plans . Product Control Division TEST '' • ; jif x. .1,'.T TEST RATION @ 1.57 PSF. � ° i • SFBC PA 202 -94 ( <0,37 CFM/FI). p 0.10 •& 0.03 CFM,vr C „cRL.6116 CRL' -6251 '. AIR INFILTRATION @ 624 PSF , _ . _ , .. SFBC PA 202 -94 (<0.37 CFAfi/F'I N`• rx Y ;4 0.1 I CFM/FT . r C RL 6116 &CRL =,6231 ;' UNIFORM STATIC AIR PRESSURE ® Design sd SFBC PA 202 -94 • POSITIVE 75 mph (Noii- Egrass) ' '. ,.'+22.3,PSF ;' ; , CRL.-61 & CRL -6251 +22,3 PSF CRL -6116 & CRL -6251 UNIFORM STATIC AIR PRESSURE (t pes104* ' ' SFBC PA 202 -94 . NEGATIVE 75mpli , , .( -27.9, PSI:. : ' ' 'CRL'•6251 .' , ` 0.1':=6,1i6 & -27,9 PSF CRL -6116 & CRL -6251 WATER RESISTANCE (PSF)", ..'. � '.' ', SFBC PA 202 -94 :.• 75 mph (Non- Egioss) ;9 t 1 A ;,x•3.38 PSF, .:7 _ t C d 116 dc'CRL- 62.5I. +22.5 PSF • CRL -6116 & CRL - 6251 UNIFORM STATIC AIR PRESSURE ®DcBIga Load SFBC PA 202 -94 , POSITIVE:'; ; r ', « '. '''' ' • {48.3 PSF , ... • x CRL=61 l6 CRL -6251, +48.3 PSF CRL -6116 & CRL-6251 WATER RESISTANCE (PSF) r � SFBC PA 202.94 �, fi; ° : 1,,,A7.24 PSF -' ', ' CRL41 t 6 '& CRL -6251 ; . . ' +48.3 PSF CRL -6116 & CRL -6251 UNIFORM STATIC AIR PRESSURE @ Full Test SFBC PA 202 - 94 POSITIVE " ° ,„ ,, , : h ''''" i ' � ° , ;'!;'' +72,41 '5F 4 C =6116 & - CRL - 6251; +48.3 PSF CRL - 6116 & CRL - 6231 UNIFORM STATIC AIR PRESSURE (II 1?u11 SFBC PA 202.94 NEGATIVE `. • ;' ';•, c ;•f = ''7:7.8 PSF •• ,, •' CRL. 6116& CRL -6251; -58.5 PSF CRL -6116 & CRL -6251 FORCED -ENTRY RESISTANCE (PER),,t : :3:: , ,, , r ; SFBC Section 3603.02 and SFBC PA 202= 94'''• ``; ° ; ; i ,. SATISFACTORY; . 'r` "CAL- 6116, &'CRL -625.1 ' . -- • . Design Pressure Rating (Positive) , +• ' ° ; =wt fr 'r7 r' +, ` i 448.3 PSF V Design Pressure Rating (Negative) . 34 • • i r ;r., ,.t r -58.5 PSF FROM : Panasonic FAX SYSTEM Deerfield Builder Supply C ACCEPTANT r1 SPr cwr(' CON • ° 7. TEST PERFORMED c .Nov.: 25 1997 05: 36PM P7 • CCEPTANCE Noa 96- 1023.OR FEB 0 3 1997 FEB n 3 2000 Mariu 1 P rcz, P.E.; Plans iner II r Product Control Division IF ' 'FROM Pena son i c FAX SYSTEM., Deerfield Builders Supply_Co.:Inc; ..; 9. COMPARATIVE ANALYSIS; Not, application for review and approval::;',P.1 • : . • • Nov; '25 1997 05: 36PM PS CEPTANCE No,: 96- I 021 OR Perez, P.E., Plans t:V=.=2,Produet Control Division' er 11 • SIZES MOST USED,FOR LE DO t • SIZES MOST USED FOR PAIRS OF DOORS UNIT SIZE A • .- - 8 r .,- 4 L'Acn r eSS . ;,' t, A B C I) CLASS 3'4" x 6%1' 37-3/4" 36' . Ii1.1/4',. --_, ;In, ,!; 1 ' 64" X 6 75' 36' 81.1/4' 80' 37' x 66- 2.4. x 6'4' 334/4' 32' 81.1/4 80*: .; /3' x 66" - 5.4' z 6'4' 67' 32" 81.1/4' 80' .--- 23''x 66' 2%6' x 6%r 31-3/4' 30* 11.1/47. ,.80Z= 'ct-11" x 66• .5'4' z 0'3" 63' 30' 8I-1/4' . RV 21' x 66' 2'-0' x 6'4' 25-3/4' 24'. 81.1/4' g. i , P7 3 4 6 07, .4I-0tx 6 51' 24' 81-1/4' 80' 15' x 66' 30"x T-0* 37-3/4' 36' $$114', ti41,1 :' 77. x 66'-r '6-9' X r.o. 75" 36' 85-1/4" 84' 27' x 66' x T-0' 33.3/4 32' 85.114: ,, 14" .. 0 , 23", i 66" 1'4' x 7.0' 67' 32 85-114' 84' 23' x 66' 2'.6" x 7.0' 31-3/4' •30" r. 85.1/47 •114'4 i421! x 66"°. .,13'.0' x 741°, 63' 30' 85-1/4° 84 21' x 66' 2'4' x T-0' 25-3/4" k 24' 85..1/41,i 14% Ail566". , 4.0'. 7.0' 51' 24' 85-1/4" 14' 15' x 66' ' 3%0' z 8-0 37-3/47 : 36' 97.041,1 -96 '417Ziilr4 ,, ' 6%0" x 11'.0", , 75' 36" 97-1/4' 96' 27" x 80' 74' *8-0' 33-3/4" 32'' 97.1/4 18" 4 23,7,X E,97 4 5'4' x 8%0" 67' 32' 97-114" 96' 23' x 80' 2 *8-0 31-3/4*, 30* 97.1/4:: , :r iil ,,Y x 84", 63' 30' 97-1/4' 96" 21' x80 2-0" x fr-0' 25-3/4" 24' •97-1/4". ,96",.: : SO!' I , 4 x W-0" 51" 24" 97-1/4" 96' 15' x 80" i t.„..,......;..r... • ' . .FROM • : : Panasonic .' FAX SYSTEM ''-:, !: \ . 4 1 .0 . E l : . l ,' ', ' . . '. , • ' :.''...:',.' i '' ...tigile, i > - •t.14t.: Deerfield BuildeDuSj1Dply'Cii." • 10. TYPICAL ELEVATION:: 10.1 Size Schedule: • , ::11NTT SIZES FOR SINGLE lc PAIRS OF DOORS . .,,••, , , . • . FRAME - ` .1„ • ; . • • , • • : '..'" •d• • • • • • , •.. CD A B – A – FRAME ...-1 . ,...,. ,. • • – LEAF ," • , '..B – EACH LEAF I -- ./. . ....•. ,.--.,..,•.; . ,, ....-: - . ,- 1: , : , : :,.. • ;',.' .''-'• '..''''''''. t • - •. • •,..• • , • ' „ . ' EXPIRES • •••!..4 4 f4., • ilov. 25 1997 05: 37PM P9 : ACCEPTANCE No.: 96-1023.08 i FEB 0 3 1997 : FEB 0 2000 • :4 1- ..:■••:!: .• ' r ': -. i ' ,. ,e,',•. : y.:' , - " ... .:,;', i'f: •i . - . - ;.'' ..rj -, " :: ), • , . 4..., . .,, - ' . - :°- '1.••• c.,.1 ,:.:.„-, .. ez, P.E., flans E ner II . Product Control Division ••,,f; ■,.. g FROM r Panasonic FAX SYSTEM, y;P ml INC Lit Deerfield RuiIders 10.2 Models included: WiQI lrv.0c e0401.11. /an • u zu SS VOANVAL ar�isa Swims 'APPROVED : • FFB 0 3 1997 I '' ' :; FFt 0 3 2000 CEPTANCE No.: ,r.. !MY . awMIf Wa�wM ■ A • WWI Sal N s r41 =from/ &..M crez' P.E.; Plans E 'Product Control Division ov. 25 1997 05 :37PM P10 96-1923 OR * • rim 111:1111 I .111111: 1 1 iner•II • -e. Mose ' ' ' : •''Z' ; MinIPPen,DhliCESIClin'''.4 4 .1 .. ' ■ , , , . Stiles & top rail ' ' ' *-.,-- '''''. f fi Bottom rail ' ' ' ' ' 8 8" Luck rail - - .... -: 7"1/2'4001# e eN; :_ Raised , , . .. 2116" Intermediate rail ds mullion . . --,` ' ;,/ K K!'' Ban: (2132-596) ' ' 4 4 Bars: (000-60000-597) - - . ' ' :. fl.-1...„ ' '10 ' ';;:' ..._. FROM : Pana son 1C FAX SYSTE,M : • • r E tF 31$ 54t • 331 •.'J 0 Duffield Builders Supply ne, ' Nancy. ov ArrypT 10.2 Models included continued::;:j S7,0 541 377 so Perez; P.E., Plans E onto! Division • MAI icier II Nate Eitherthe3180 0( the 3/8" ;Ad lR" out cask sh'.06aa$w*! . I i!t 2x F'.7';) ^evcK out . .4"intng caa be used as tong as: m° 4 t,bttod ; o a an 104'v idlial glass tight..; 1,041 th4 ?4#7 Csrq { .' t �, l flb "`{n eglasi a4 1 } Kui Perez P,E:,'P Prodac Con Divi sion . • •Cl ana Son i o ,FAXL, SYST THOMAS H. FORD A.I.A. sr a Alt •ai 7421 S.W. court . Warn!, florid°. 33183 MIAMI SHORE BUILDING DEPARTMENT 10050 N.E. 2nd AVENUE MIAMI SHORE, FLORIDA,. 4 ; MIAMI, DECEMBER 8, 1999 TO: PERMIT No. • , CONTRSCTOR 99- DEAR BUILDING OFFICIAL: SINCERE Y- • • • HOMA . ,O?RD R.A. No 8401 RESIDENCE FOR: SIZ CONSTRUCTION - 1c292.01f0EN.liE 94th !STREET MIAMI SHO'0, FLORIDA. SIZ CONSTRUCTION 1121 N.E. 178th TERRACE NORTH MIAMI BEACH, FLORIDA I THOMES H. FORD HAVING REVIEWED THE MOM TESTS REPORTS FOR THE PROPERTY CAPTIONED AVOBE, THE RESULTS ARE SUFFICIENT AND ADEQUATED TO SUPPORT THE DESIGN LOAD AS PER APPROVED PLANS. THOMAS H. FOR A.I.A. • r • 11 i • YAW S. W. I3• Court miami, Hari do. .ui MIAMI, DECEMBER 5, 1999 MIAMI SHORE BUILDING DEPARTMENT TO: THOMAS H. FORD R.A. No. 8401 RESIDENCE FOR: SIZ CONSTRUCTION �(y N.t 94th STREET MIAMI SHORE, FLORIDA. PERMIT No. 99- CONTRACTOR NAME: SIZ CONSTRUCTION DEAR BUILDING OFFICIAL: I THOMAS H. FORD, HAVING PERFORMED AND APPROVED AN INSPECTION FOR THE MONOLITHIC CONCRETE FLOOR SLAB AND FOOTINGS TO THE RESIDENCE CAPTIONED ABOVE AND TO THE BEST OF MY KNOWLEDGE, THIS CONSTRUCTIONHAS BEEN DONE AS PER APPROVED PLANS AND SPECIFICATIONS AND ITIS IN ACCORDANCE WITH "THE SOTH FLORIDA BUILDING CODE" LATEST ED TIONS. Date 11/4/99 Order # 99 -0629 Client SIZ Construction Gauge # 7833 Address 1121 NE . 178 Terrace, NMB FL.33162 Project Single Family Residence Address 1092 NE 94 Street, Miami Shore Sample Location Stock Pile at the job Site Soil Description Lime Rock with Lime Sand Mix Sampled by Sal I Reported to Optimum. Moisture ( %) 8.4 100% Max.Dry Density 135.0 98% Dry Density 132.3 95% Dry Density 128.2 Gradation Test /Passing 3 /4" sieve 59.9% % Moisture Dry Density 6.6 133.6 8.4 135.0 10.1 130.3 Sampled By Sal Tested By Sal Checked By W.Q. All State Engineering and Testing Consul ant% Inc Z3 Sat OIL Shad, Maas, IL 33010 Tel : (303) SYS -3373 Pa: (303) OM- 7443 Am= Proctor Compaction Test TEST RESULTS Laboratory Number: 15779 Sample Number: 1 The following compaction test was conducted in accordance with the standard methods for Moisture/ Density relations of soil using a 101b Hammer and 18 drop A-ASHTO designation T -180 -C 137 135 133 131 129 12'; 125 Respectfully fully Submitted, 5 aarnrrtrzi mom cro sirs in Mina ffilin/111111 as 1LLUCUILaCaaaUAWAL = aaasMaaa siaaeiiiaaaORV aaataaaaafaaa/'1 a Maaiaaaaaaaaaasaaaaaaaaaaa:l m NM iaaappaaaaaaaSMO MITT i sass mummanammu Maaaaasas as ° aaaaaaisissisauaasu WOaaaaaaoom daaaas a m ensimuss onnoniisem aansm.- .�aapaaoaaiavMaaaaaae, aaaaeidlf /aaaaaMUUMUMMOIMMaMISL4 MOmmalaasasaaaasaaw ro.:3saa63 ROW MIaa IMO SWIM aiasar :1:!11111111111&11 a 4 saa . SE RIM a /,asalaaaa Ilia l a aaaaaua•7aaa C1 arliataetaaaaalaa aalMaaMaal:aaaas 'Jima Es ea none ill II In OMB 111111r1 Alias of as as as as s a sa me na a►) a a a s a aMaaaaaaaaaaaaaaaaaMaaMaiMaa aannaaaaasaaamass1aassasaa:7as aaaaaaaa.ioiaaaaasaaaaaau &'aa MaMMMaaaaasaas■aalaaaaaasaMa mMaallaaaoaMaa■atiaalaMaaa MM assaaaaasaaaaaaaaassammusaa aiMaaaaafaaaaaaaaaaMMaaaaiaa aaaaaaaaaaaaaaaaeMaaMaaaaaaaM Ommiu a 6 7 8 9 10 11 MEM S. QUADRI, P.E. # 51481 - /�/ H154 ALL STATE ENGNEMING AND TESTING CONSULTANTS, slwobi say seined mm3diom;at epagsty(aata)traladl>c&ad awnthesa mSetesedloc INC. State u L flint cosdhos, Ism /mate beheld a:aasa� ttoamaarDema2yTa+.Aa i� Az a � tato , ilia pia and aaeietvm, a9 ate mhveiiaed as tine ce may , aced as emaaadan thy , eatudosioea eea zhm oars ortsis maw& Date 11/2/99 Order # 99 -0629 Client SIZ Construction Gauge # 7648 Address 3 Phone # 5 Project Single Family Residence Address 1092 NE 94 Street, Miami Shore Lab ID # Locations. 99 - 13794 North East Side of Building Pad Garage Area 99 - 13795 South East Area of Building Pad Garage Area 99 -13796 South West Area of Building Pad Garage Area 99 - 13797 Center Area of Building Pad Garage Area 99 - 13798 North West Side of Building Pad Garage Area 7.0 Laboratory Identification Number 99 -13794 99 -13795 99 -13796 99 -13797 99 -13798 Test Number 1 2 3 4 5 Depth in inches 12" 12" 12" 12" 12" FieldDensity:Lb /Cu Ft. (Dry Basis) 138.9 139.2 139.0 138.3 138.8 Moisture Contents. 7.2 7.9 7.5 7.0 7.2 Maximum Density in the Field ( %) 102.9 103.1 102.9 102.4 102.8 Compaction Requirement by specs % of maximum density. 95% 95% 95% 95% 95% 100% Maximum Density (lab) 135.0 135.0 135.0 135.0 135.0 Proctor T -180 AASHTO Method C 15754 15754 15779 15779 15779 Description of Material Lime Rock with Lime . Sand Mix Backfill I Subgrade Sal Grade Sampled By. Sal Tested By. Sal Optimum Moisture ( %) 8.4 Reported By Sal Checked By W.Q. All State Engineering and Testing Consultants, Inc. TESTINGLABORATORIES - ENGINEERLS - INSPECTION SERVICES - CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES 25 East 4th Street, Hialeah, FL 33010 Tel : (305) 888 - Fax : (305) 888 - 7443 Field Density Test of Compacted Soils ASTM Method : D- 2922 -81 Respectfully Submitted, ASEEM QUADRI, P.E. #514 81 Special Inspector Threshold Bldgs. #1154 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All Date 1 12/1/99 - O Order # 9 99 -0629 Optimum Moisture ( %) 9.4 100% Max.Dry Density 106.9 98% Dry Density 104.8 95% Dry Density 101.6 Gradation Test /Passing %" 100% sieve % Moisture Dry Density 7.1 104.2 9.4 106.9 11.2 102.5 Sampled By Sal Tested By Sal Checked By W.Q. a • All Slate Engineering and Testing C Z Pat 4L Skeet. Atha* IL331110 T53 INS -3373 Fate: (243) US- 7443 Proctor Comnaction Test TEST RESULTS Laboratory Number: 15817 Sample Number: 1 The following compaction test was conducted in accordance with the standard methods for Moisture/ Density relations of soil using a 10lb. Hammer and 18 drop A -ASHTO designation T -180 -C " Respectfully Submitted, 108 106 104 98 96 asr *JtT>rnsufar311T11f 1r3oatassa0 aslt:.lLL:ad .taCJI ILZ sii aslsa11111WOasaasanasAaa/ _i ssttssaas Aaussimens ea sswau1 111/111111111111111111.11111111111111111111111111111111111111101 asf:.'t sins ssssa:assislailas111as11111111:1 BM ai assaASSSaisatafs sass fi sar'! assasaaasawBasasslaaasasas UR 111111111,6111111111111.11 saasalfasaaasa aaa=aaaasia asrsa esara nasasasas Alasaaaslit"Zi; VAN uaalsaaa uri isasr /.'WMFMVU MIN MIS ssaasaL 4 Aq ■as7ASaallaaaQalasssaar7 aaaaas!issaassisaaa 01.111111.11 lsaa6l.Xaadasaasssa W a ■asa111M1 UMW '.25■11111101111111111,11111111111111111LIFIBURI2114.1 swum aaaaa11 aanati•masafiata Mas aaaawlsaalasasasaaal>aaaaasu ssl3saasasaaaasalsttaal. 0►Maaasa aassasaasasaaasasfasiii:aaaass aastlaaaaaaaaaa sa saalsLlaa f ■ t:= 111!111111 111111! as 1111 sal a! nsD 111111 s 1111 aaaasassaaaa/a asala OS nu ammo rn sasa•sasataass111aaas111111 MUM MI aafassOAaasasssaasaaasasas assaaaassaaaasssaaswlsasaasaa ssalasasalaaasaaasnsaaaasaa sasaassasasaoarams aasafsass as !aslasasisa!!a u.! alsal ?ssasa ssaasasaammume as alsactaas as asaaaasasas lasessaalas aasasaaasao ■aaaaasassasas aaaaaasaaaAaassasa /aassaaaa as OUR Ile slassssaalsiasaa III 111 fssaassaaaaaAalsas /aaaassas asasaaaasasssass sasta asaasas� 9 10 11 12 8. QUM, PE. # 5341 Spy ciad 1uapectnr Thashaid B1 1154 ALL STATE MGMMING AND TIESTIM CONSULTANIZ, Its lbaublagy =We canal= iathalnapacy (annatastaihafimad diffizsatikaasileanc awam danilasleaeailactimsspatad T -&1 Shan _aamagSste Cas albata, ea ata assn babattsgasamlbs. AIa a mood pact oat to amt, 8m amittlo and a ssebra, a$ lageatta am s onzated a /be oadid •bad mast! at dam, and aalismadm far p abactisa afatataxianta, cauc3csicsaar atsacibt3amaca ossi3tmmt9ed. . . % Moisture Dry Density 7.1 104.2 9.4 106.9 11.2 102.5 Sampled By Sal Tested By Sal Checked By W.Q. a • All Slate Engineering and Testing C Z Pat 4L Skeet. Atha* IL331110 T53 INS -3373 Fate: (243) US- 7443 Proctor Comnaction Test TEST RESULTS Laboratory Number: 15817 Sample Number: 1 The following compaction test was conducted in accordance with the standard methods for Moisture/ Density relations of soil using a 10lb. Hammer and 18 drop A -ASHTO designation T -180 -C " Respectfully Submitted, 108 106 104 98 96 asr *JtT>rnsufar311T11f 1r3oatassa0 aslt:.lLL:ad .taCJI ILZ sii aslsa11111WOasaasanasAaa/ _i ssttssaas Aaussimens ea sswau1 111/111111111111111111.11111111111111111111111111111111111111101 asf:.'t sins ssssa:assislailas111as11111111:1 BM ai assaASSSaisatafs sass fi sar'! assasaaasawBasasslaaasasas UR 111111111,6111111111111.11 saasalfasaaasa aaa=aaaasia asrsa esara nasasasas Alasaaaslit"Zi; VAN uaalsaaa uri isasr /.'WMFMVU MIN MIS ssaasaL 4 Aq ■as7ASaallaaaQalasssaar7 aaaaas!issaassisaaa 01.111111.11 lsaa6l.Xaadasaasssa W a ■asa111M1 UMW '.25■11111101111111111,11111111111111111LIFIBURI2114.1 swum aaaaa11 aanati•masafiata Mas aaaawlsaalasasasaaal>aaaaasu ssl3saasasaaaasalsttaal. 0►Maaasa aassasaasasaaasasfasiii:aaaass aastlaaaaaaaaaa sa saalsLlaa f ■ t:= 111!111111 111111! as 1111 sal a! nsD 111111 s 1111 aaaasassaaaa/a asala OS nu ammo rn sasa•sasataass111aaas111111 MUM MI aafassOAaasasssaasaaasasas assaaaassaaaasssaaswlsasaasaa ssalasasalaaasaaasnsaaaasaa sasaassasasaoarams aasafsass as !aslasasisa!!a u.! alsal ?ssasa ssaasasaammume as alsactaas as asaaaasasas lasessaalas aasasaaasao ■aaaaasassasas aaaaaasaaaAaassasa /aassaaaa as OUR Ile slassssaalsiasaa III 111 fssaassaaaaaAalsas /aaaassas asasaaaasasssass sasta asaasas� 9 10 11 12 8. QUM, PE. # 5341 Spy ciad 1uapectnr Thashaid B1 1154 ALL STATE MGMMING AND TIESTIM CONSULTANIZ, Its lbaublagy =We canal= iathalnapacy (annatastaihafimad diffizsatikaasileanc awam danilasleaeailactimsspatad T -&1 Shan _aamagSste Cas albata, ea ata assn babattsgasamlbs. AIa a mood pact oat to amt, 8m amittlo and a ssebra, a$ lageatta am s onzated a /be oadid •bad mast! at dam, and aalismadm far p abactisa afatataxianta, cauc3csicsaar atsacibt3amaca ossi3tmmt9ed. . . Sampled By Sal Tested By Sal Checked By W.Q. a • All Slate Engineering and Testing C Z Pat 4L Skeet. Atha* IL331110 T53 INS -3373 Fate: (243) US- 7443 Proctor Comnaction Test TEST RESULTS Laboratory Number: 15817 Sample Number: 1 The following compaction test was conducted in accordance with the standard methods for Moisture/ Density relations of soil using a 10lb. Hammer and 18 drop A -ASHTO designation T -180 -C " Respectfully Submitted, 108 106 104 98 96 asr *JtT>rnsufar311T11f 1r3oatassa0 aslt:.lLL:ad .taCJI ILZ sii aslsa11111WOasaasanasAaa/ _i ssttssaas Aaussimens ea sswau1 111/111111111111111111.11111111111111111111111111111111111111101 asf:.'t sins ssssa:assislailas111as11111111:1 BM ai assaASSSaisatafs sass fi sar'! assasaaasawBasasslaaasasas UR 111111111,6111111111111.11 saasalfasaaasa aaa=aaaasia asrsa esara nasasasas Alasaaaslit"Zi; VAN uaalsaaa uri isasr /.'WMFMVU MIN MIS ssaasaL 4 Aq ■as7ASaallaaaQalasssaar7 aaaaas!issaassisaaa 01.111111.11 lsaa6l.Xaadasaasssa W a ■asa111M1 UMW '.25■11111101111111111,11111111111111111LIFIBURI2114.1 swum aaaaa11 aanati•masafiata Mas aaaawlsaalasasasaaal>aaaaasu ssl3saasasaaaasalsttaal. 0►Maaasa aassasaasasaaasasfasiii:aaaass aastlaaaaaaaaaa sa saalsLlaa f ■ t:= 111!111111 111111! as 1111 sal a! nsD 111111 s 1111 aaaasassaaaa/a asala OS nu ammo rn sasa•sasataass111aaas111111 MUM MI aafassOAaasasssaasaaasasas assaaaassaaaasssaaswlsasaasaa ssalasasalaaasaaasnsaaaasaa sasaassasasaoarams aasafsass as !aslasasisa!!a u.! alsal ?ssasa ssaasasaammume as alsactaas as asaaaasasas lasessaalas aasasaaasao ■aaaaasassasas aaaaaasaaaAaassasa /aassaaaa as OUR Ile slassssaalsiasaa III 111 fssaassaaaaaAalsas /aaaassas asasaaaasasssass sasta asaasas� 9 10 11 12 8. QUM, PE. # 5341 Spy ciad 1uapectnr Thashaid B1 1154 ALL STATE MGMMING AND TIESTIM CONSULTANIZ, Its lbaublagy =We canal= iathalnapacy (annatastaihafimad diffizsatikaasileanc awam danilasleaeailactimsspatad T -&1 Shan _aamagSste Cas albata, ea ata assn babattsgasamlbs. AIa a mood pact oat to amt, 8m amittlo and a ssebra, a$ lageatta am s onzated a /be oadid •bad mast! at dam, and aalismadm far p abactisa afatataxianta, cauc3csicsaar atsacibt3amaca ossi3tmmt9ed. . . a • All Slate Engineering and Testing C Z Pat 4L Skeet. Atha* IL331110 T53 INS -3373 Fate: (243) US- 7443 Proctor Comnaction Test TEST RESULTS Laboratory Number: 15817 Sample Number: 1 The following compaction test was conducted in accordance with the standard methods for Moisture/ Density relations of soil using a 10lb. Hammer and 18 drop A -ASHTO designation T -180 -C " Respectfully Submitted, 108 106 104 98 96 asr *JtT>rnsufar311T11f 1r3oatassa0 aslt:.lLL:ad .taCJI ILZ sii aslsa11111WOasaasanasAaa/ _i ssttssaas Aaussimens ea sswau1 111/111111111111111111.11111111111111111111111111111111111111101 asf:.'t sins ssssa:assislailas111as11111111:1 BM ai assaASSSaisatafs sass fi sar'! assasaaasawBasasslaaasasas UR 111111111,6111111111111.11 saasalfasaaasa aaa=aaaasia asrsa esara nasasasas Alasaaaslit"Zi; VAN uaalsaaa uri isasr /.'WMFMVU MIN MIS ssaasaL 4 Aq ■as7ASaallaaaQalasssaar7 aaaaas!issaassisaaa 01.111111.11 lsaa6l.Xaadasaasssa W a ■asa111M1 UMW '.25■11111101111111111,11111111111111111LIFIBURI2114.1 swum aaaaa11 aanati•masafiata Mas aaaawlsaalasasasaaal>aaaaasu ssl3saasasaaaasalsttaal. 0►Maaasa aassasaasasaaasasfasiii:aaaass aastlaaaaaaaaaa sa saalsLlaa f ■ t:= 111!111111 111111! as 1111 sal a! nsD 111111 s 1111 aaaasassaaaa/a asala OS nu ammo rn sasa•sasataass111aaas111111 MUM MI aafassOAaasasssaasaaasasas assaaaassaaaasssaaswlsasaasaa ssalasasalaaasaaasnsaaaasaa sasaassasasaoarams aasafsass as !aslasasisa!!a u.! alsal ?ssasa ssaasasaammume as alsactaas as asaaaasasas lasessaalas aasasaaasao ■aaaaasassasas aaaaaasaaaAaassasa /aassaaaa as OUR Ile slassssaalsiasaa III 111 fssaassaaaaaAalsas /aaaassas asasaaaasasssass sasta asaasas� 9 10 11 12 8. QUM, PE. # 5341 Spy ciad 1uapectnr Thashaid B1 1154 ALL STATE MGMMING AND TIESTIM CONSULTANIZ, Its lbaublagy =We canal= iathalnapacy (annatastaihafimad diffizsatikaasileanc awam danilasleaeailactimsspatad T -&1 Shan _aamagSste Cas albata, ea ata assn babattsgasamlbs. AIa a mood pact oat to amt, 8m amittlo and a ssebra, a$ lageatta am s onzated a /be oadid •bad mast! at dam, and aalismadm far p abactisa afatataxianta, cauc3csicsaar atsacibt3amaca ossi3tmmt9ed. . . Date 12/1/99 Order # 99 -0629 Client SIZ Construction Gauge # 7648 Address 1121 NW 178` Terrace, North Miami Beach, FL.33162 Phone # Project Single Family Residence Address 1092 NE 94 Street, Miami Shores Lab ID # Locations. 99 -15496 South West Area of Building Slab 99 -15497 Center Area of Building Slab 99 -15498 North East Area of Building Slab 99- 15499 Garage Slab Center Area 9.0 8.6 Laboratory Identification Number 99 -15496 99 -15497 99 -15498 99 -15499 Sampled By. Test Number 6 7 8 9 Depth in inches 8" 8" 8" 8" FieldDensity:Lb /Cu Ft. (Dry Basis) 106.5 106.2 105.9 106.7 Moisture Contents. 8.3 9.0 8.6 8.0 Maximum Density in the Field ( %) 99.6 99.3 99.1 99.8 Compaction Requirement by specs % of maximum density. 95% 95% 95% 95% 100% Maximum Density (lab) 106.9 106.9 106.9 106.9 Proctor T -180 AASHTO Method C 15817 15817 15817 15817 Description of Material I Fine Silica Sand Backfill 1 Subgrade Sal Grade Sampled By. Sal Tested By. Sal Optimum Moisture ( %) 9.4 Reported By Sal Checked By W.Q. All State Engineering and Testing Consultants Inc. TESTING LABORATORIES - ENGINEERIS - INSPECTION SERVICES - CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES 25 East 4th Street, Hialeah, FL 33010 Tel : (305) 888 - 3373 Fax : (305) 888 - 7443 Field Density Test of Compacted Soils ASTM Method : D- 2922 -81 Respectfully Submitted_ ASEEM QUADRI, P.E. #51481 Special Inspector Threshold Bldgs.# 1154 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or ektracts from our reports is reserved M IAM DAADE PRODUCT CONTROL NOTIC Binnings Pan American 2805 N.E. 185 St. Miami FL 33163 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 Your application for Product Approval of: `' r (305) 375-2902 CON 3 05 ) 372 - 6 3 9 Series PA -9, Models A, B, and C Aluminum Sliding Glass Door ° under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. PA- 09 -DC, Sheets 1 thru 6 of 6. (This NOA renews NOA No. 95- 0831.01.) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 1110.06 Expires:11 /16/01 Raul RodYiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 12 /03/98 -1- Internet mail address: postmaster ©buildingeodeonline.com MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 s anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: bttp:/ /www.buildingcodeonline.com Binnin!s Pan American ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 Head receptor is not allowed to be used in this installation. 2 98- 1110.06 DEC 0 3 1998 November 16, 2001 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 0831.01, which was issued on November 16, 1995. It approves an aluminum sliding glass door, as described in Section-2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series PA - Aluminum Sliding Glass Door, Models A, B and C, and its components shall be constructed in strict compliance with the following documents: Drawing No. PA 09 - DC, Sheets 1 through 6, titled "PA -9 Sliding Glass Door Model A, Model B and Model C" prepared by Robt. E. Fisher WM M. Meyers P.E. Consulting Engineers, dated 10/26/98, 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. These documents shall hereinafter be referred to as the approved drawings. 4. INSTALLATION 4.1 The aluminum sliding glass door and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected.for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. .ir Man Perez, P.E., Productrol Examiner Prod ontrol Division Binnin2s Pan American NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 ACCEPTANCE No.: 98- 1110.06 APPROVED DEC 0 3 1998 EXPIRES : November 16, 2001 Manue Perez, P.E., Product C Examiner Produ ontrol Division Vertical Section Bill of Material Pe er hem Description Qw uft Pitreaian . Nuethrr Pit Number Mnetid Realists 1 Frame Head - 1 /Door 9-101 9.101.1 6063 T-3 2 Frame SO I / Door 9-87 9.87 -I 6116? T -5 ? Moving Pans) [lead I / Pans) 9.22 9.22 -I 6063 T -5 4 \loving Paid Sill 1 / Pans) 9-54 9-54 -I 6063 T -5 5 Foal Pans) Head 1 / Panel 9.06 9-06 -I 6063 T -5 6 Fecal Pans) SO 1 %Pans) 9. 116 9- 116 -1 6063 T -5 7 Sssm Heil I / Door 9420 9 -131 -I 6063 T -5 _ e - SCRIM SII 9-120 9 -120.1 606 T -5 Fad Pans) Inlab.k Male 1ka. k d :. 9.141 606? T -5 , kwmg Pans) B Rail'Veahmtrq',me 9-2006 Vinyl Rulkr A.remhly 9-6031 Vari,n .'cncn Rolla.A.rmbh' 4512-1042 Vari,n Fercar 18X16 I Fi -Telaaa Swn.piino 82000 Vinyl Top Rail Weaihaxrippmg 8-2004 Pik 3 16" Ouuta Vinyl 9-2007 Vinyl 3 I6 Tempaod Glazing Diam Fc.d Pans) 1ntaiosk Rik .1mde Ikacka a 10 X I 1.2" S\ LS 930111 9ee1 Fecal Pans) lntakxi Stile Coma Conan=ion a8 X 7$' S \ LS 9-8001 Slue l Fecal Pans) Inlark,el Stile Amele Backs a8 X 1 SUS 9-8009 Seel \loeine Panel Intoner Inlalook Rile Iliad Foam Pad •V 9.2021 Foam MASONRY 4 . .4 4 1/4" MAX. SHIM SPACING ° VERTI CAL SECTION PA-09 SGD RALF SCALE 3/16" TAPCON SEE NOTE 1) MIN. 1 -1/4" EMBEDMENT z (SEE NOTE 1) 1X PT WOOD BUCK /r7rS ix/.e, If r 6 -1/2" MAX T NOTES: 1) 1X BUCK SHOWN. 2X PT BUCK PERMISSIBLE WITH #10 SMS MIN 1 -1/4" EMBEDMENT. 2) 00)OCCONFIGURATION SHOWN. APPLIES TO 00)0( )0QJO, Oxm, OX X0, OXX XXO,XX 3) SEE PAGE PA- 09-DC-02 FOR DESIGN PRESSURES 6 - 1/2" MAX PA -09 SGO ELEVATION Pastaian Notaa: :wrirrew =am Wan Prawn deg: Raataad dye Dab DraAwv Dab Rarbeib Hart — DENOTES FACTORY DRILL LMITAL7.e770N ROLaM (DOUBLE ROW) rff BINNINGS P A N AMERICAN • .r All AMERICAN ARGinECTURAL peacucTS COB. COIPANr Draw Goose ASSY dlnnaarr Prue Ctmaar I Prat Category: DC SGD arisa/ilaaLl• PA -09 APPROVED AS COMP' YING WITH THE SOUTH FLORIDA EU Lu:'yS CODE 19 DAT BY PROD ITROI. DEWS ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.. % P.O. Box 630038 _ 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 luau N/A PA -9 SLIDING GLASS DOOR MODEL 'A' VERTICAL CROSS SECTION N/A Dr<"a.`o rA . D9 —DC Shoat Rartaion. Lovett 1 OF 6 Door Height Panel Width + DP - DP 80 24 45.33 -70.13 80 28 45.33 -62.08 80 30 45.33 58.91 80 32 45.33 -56.16 80 34 45.33 -53.77 80 36 45.33 -51.68 80 38 45.33 -47.29 BO 40 40.96 -40.96 80 42 35.76 -35.76 80 44 31.47 -31.47 96 24 45.33 -55.93 96 28 45.33 -49.18 96 30 45.33 -46.51 96 32 44.18 -44.18 96 34 42.15 -42.15 96 36 40.35 -40.35 96 38 38.76 -38.76 96 40 37.34 -37.34 96 42 36.07 -36.07 96 44 34.93 -34.93 Part Number hem Description Quantity Extrusion Number Part Number Material Remarks I Frame lamb 2/ Door 9 -86 9 -86 -1 6063 T -5 2 Moving Panel Lock Stile I / Panel 9 -83 9 -83.1 6063 T -5 3 Moving Panel Interior Interlock Stile 1 : Panel 9 -132 9 -132 -2 6063 T -5 4 Moving Panel Screen Stile 2 Screen 9 -121 9 -121 -1 6063 T -5 5 Fixed Panel Interior Interlock Stile 2 : Panel 9- 132 9 -132 -2 6063 T -5 6 Fixed Panel Interlock Stile Angle Bracket 2 !Stile 9-141 6063 T -5 7 Fixed Panel Side Stile 1 / Panel 9 -83 9 -83 -1 6063 T -5 8 Fixed Panel Retainer Anchor 3/ Door 9-11 9-11-1 6063 T -5 9 Moving Panel Sweep I / Panel 9 -42A - . 6063 T -5 10 11 12 13 14 Moving Patel Exterior Interlock Stile Moving panel Lock Assembly Handle 3/16" Glazing Vinyl . Moving Panel Sweep Pad Moving Panel Sweep Weatherstrip ' 2 • Panel I / Panel 2 : Panel I / Panel I Panel 9 -132 9 -132 -2 9 -5029 9 -2007 9 -2025A 9 -2015 6063 T -5 Vinyl Vinyl 15 Frame Jamb Lock Keeper I Door 16 -6002 16 Frame Jamb Weatherstrip 3 / Door 9 -2019 Vinyl 17 Frame Jamb Foam Pad 2 ' Jamb 9 -2023 Foam I B Screen I Screen I 8X 16 Fiberglass 19 Screen Spline I . Screen 82000 Vinyl 20 Fixed Panel Interlock Stile 48 X I" SMS 2 : Stile 9 -8009 Steel 21 Fix Panel Interlock Stile 410 X I 1 r S1.IS 4 / Stile 9 -8010 Steel 22 6 X 3'S" TEK Screw 3 / Door 9 -8004 Steel 23 3 16" Tempered Glazing I / Panel I Glass 24 Fixed Panel Interlock Stile 48 X 7.8" SNIS 2 ' Stile 9.8001 Steel 25 Interlock Stile Pile Pad 1 / Stile 9 -2026 Pile 26 Moving Panel Interlock Lock Assembly 1 ' Panel 9 -6028 ". 27 Fixed Panel Exterior Interlock Stile I / Panel 9 -132 9 -132 -2 6063 T -5 28 Interlock Stile Weatherstrip 1 , Stile 9 -2019 Vinyl 29 Screen Stile Weatherstrip I / Stile 9 -2019 _ Vinyl 30 Fixed Panel Interlock Stile Foam Pad 1 i Stile 9 -2024 Foam 31 Moving Panel Sweep all I" SMS _ I /Stile 9 -B009 Steel ex. eihetk v vv allhara v v PANEL WIDTH 11111111111101111711111111111111111111,10- MASQ TRY° 4 -+�- 1/4" SHIM SPACE MAX CAULK T HORIZONTAL SECTION PA - 09 SGD HALF SCALE Horizontal Section Bill of Material ARvla{e . Notate ratariak TIM= Myer. ,maw, By. TLII Jiavt.sS BU: CAULK Oats lira-": 1o/M/ue Oats liaNa.& :a AN AMERICA'. ARCHTTECTURAL PRODUCTS CORP. COMPANY O>snfa Clue: ASSY Peat Naee►.rr BINNINGS P Q N AMERICAN IPst N/A Model A Design Pressures (Comparative Analysis) NOTES: 1) 1X BUCK SHOWN. 2X PT BUCK PERMISSIBLE WITH #10 SMS MIN 1 -1/4" EMBEDMENT. 2) OOXX CONFIGURATION SHOWN. APPLIES TO 00XX, XXO0, OXXO, OX, XO, 0 XX, XXO,XX. Cleat: Prod C atrpa+y: g.r{aaflbd.t itarry DC SGD PA -OD N/A PA -9 SLIDING GLASS DOOR MODEL 'A' HORIZONTAL CROSS SECTION arissetaw APPROVED AS COMPLYING WITH THE SOUTH FLOR :O.' BUILDING iODE DAT - ' • _ 19 BY .4 PRODU O'VSON BUILDING CDrif COMPLIANCE OFFI E ACCEPTANCE NO L G '1l1O -ow sfs.yr�.ta /?r -/jo /fr P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 Wiest 2 OF 6 iMAden Leah Part Number bemDeseriptim tw Qlatity Number PLPAM Number Dtalcrinl Rcnwks 1 Frame Had I Mor 9-101 9- 101 -I 6063 T -5 2 Frame SU I poor 9-87 9.87.1 6063 T -5 3 Moving Panel Raul 1 Pond 9 -22 9 -22 -I 6063 T-5 4 Moving Portal SII I Pond 9 -54 9-54-1 6063 T -5 5 Fixed Panel Bald I Patel 9 -06 9-06-I 6063 T -5 6 Fred Pail Sll 1 Panel 9 -146 9- 146 -I 6063 T -5 7 Scrext Ile uI 1 Saws 9- 120 9 -120 -I 6063 T -5 8 Sxan SII 1 STcat 9- 120 9 -120 -I 6063 T -5 9 3;16" Tanp<nd Clarion I Panel Class 10 Aloving Patel Itnmmt Rail Wenthastripping 2 Patel 9 -2006 Vinyl 11 Moving Patel Rolla .Wcnihl • 2 Paid 9-6031 Varies 12 Scram Rolla Amanli1s 2 Sri 4512.1042 Varies 13 &real I &rcon 18X16 FillagJass 14 Sxaxt spline 1 Snort 82000 Vinyl 15 Top Rail Watltastripput_ 2 Pond 8 -2004 Pile 16 3.16" Gazing l - uiSI 2 Pend 9 -2007 Vinyl 17 Fixed Panel .angle Bracket 2 Patel 9 -141 6063 T -5 18 Fixed Panel h0akxk Rile An .de Irala:t 410 N I I T .1 \IS 4 Stile 9 -8010 Rod 19 Fixed Pa el linalua: Side Comtnelion Coma t:8 N7 8" S \1S 2 Stile 9 -8001 54:1 20 Moving Panel Into or Intakxk Rile Had Foam Pal I Stile 9 -2024 Foam 21 Feel Patel h0alix1 Rik Attie Bracket 48 X I' 5115 " 2 Rile 9 -8009 _ Steel a MASONRY 4 U 4 . HALF SCALE 4 3/16" TAPCON NOTE 1 MIN. 1 -1/4" EMBEDMENT 1X PT WOOD (SEE 1) VERTICAL SECTION PA -09 SGD 1/4" MAX. SHIM SPACING 6- -1/2" MAX 22'' O.C. MAX 1 NOTES: 1) 1X BUCK SHOWN. 2X PT BUCK PERMISSIBLE W1H#10 SMS MIN 1 -1/4" EMBEDMENT. 2) OX>D CONFIGURATION SHOWN. APPUES To OO)O ( )QO, WO, OX XD, 0)Q' )040,X( 3) SEE PAGE PA-09 -DC-04 FOR DESIGN PRESSURES 0 I— 6• -1/2" MAX .... .FA -09 SOD ELEVATION R evlaina bete e iltearrr Mum llyare Drawn By: l.,l..d ityt x 0 Data Dreamy 10/11/18 Data R.vte.tk — Vertical Section Bill of Material _ nm"ards r&c"mRY MULL INSTAtttr7ON Halms. (DOrmz.x ROW) Ere Draw Claw ASSY BINNINGS P A N AMERICAN • 11� AA AMERICAN ARCHITECTURAL PRODUCTS CORP. COMPANY Part cu: DC Poet Numbrrr N/A Prod Categ..y: — SGD PA -09 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE c DATF AMR -M�� 9 i c BY� PRODUC NTROL D!V!SiOti� BUILDING CODE COMPLIANCE OFFICI ACCEPTANCE NO ct a o Shaming PA-09—DC X /T76S / 2 //■ /17 P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 Item: N/ Shoat: 3 OF 6 PA -9 SLIDING GLASS DOOR MODEL 'B' VERTICAL CROSS SECTION A.mmaeb.. Lv.G -- M odel B Design Pressures (Com parative Analysis) Door Height Panel W idth + DP - OP 80 24 61.33 - 106.01 80 28 61.33 -93.85 80 30 61.33 -89.05 80 32 61.33 -84.90 80 34 61.33 -81.28 80 36 61.33 -78.11 80 38 61.33 -71.49 80 40 61.33 -61.91 80 42 54.06 -54.06 80 44 47.56 -47.56 80 48 37.57 -37.57 96 24 61.33 -84.54 96 28 61.33 -74.35 96 30 61.33 -70.30 96 32 61.33 -66.79 96 34 61.33 -63.71 96 36 60.99 -60.99 96 38 58.59 -58.59 96 40 56.44 -56.44 96 42 54.52 -54.52 96 44 52.80 -52.80 96 48 43.37 -43.37 Part Number Kent Description P Quantity Extrusion Number Part Number Material Remarks I Frame lamb 2 • Door 9.86 9 .86.1 6063 7 -5 - Fix ed Panel Side Stile 2 . Panel 9.83 9 -83.1 6063 T •9 3 Moving Panel Interlock Stile 2 Panel 9.132 9 -132 -2 6063 T -5 4 Tempered Glazing 1 / Panel 9•83 . . 9 -31 -1 Glass _ 3/16' 5 Moving Panel lock Stile I : Panel - 6063 T•5 it Moving Panel Female Astragal Stile I / Panel 9.100 9 -100 -2 6063 1 -5 7 Fixed P • and Interlock Stile 2 Panel 9.13 9 -132 -2 6063 T -5 8 Moving Panel Screen Stile 2 • Screen 9-121 9 -121.1 6063 T .5 9 Screen Retainer 1 / Door 9 -122 9.122.1 6(163 T -5 10 Fixed Panel Retainer Anchor 3 Jamb 9 -11 9.3(i98 6063 T -5 • 1I 46 X 3/8' T El. Screw • 3 Jamb 9.8004 Steel • 12 Moving Panel Loci Assembly 1 • Panel 9.6028 = 13 Moving panel Lock Aisem bly Handle I / Panel •• 9 -5029 . _ . -_ _ 14 Moving Panel Lock Stile Angle Bracket 2 Panel A19 -09 - - 6067 T -5 r.a n < v - • Cs a •a Male Astragal Angle Bracket 010 X I' 5 \IS I : Door 9.8013 Steel NI nvtng Panel Fem ale Astragil'V' eatheritnr 1 Panel 03.2003C Viny I Lock Keeper I - Donr 16.6002 6063 T•5 3 16' Glazing Vinyl 2 Panel _ 9 -2007 Vinyl 'Moving Panel Sweep Pad I ' Panel 9 -2025A Moving Panel Sweep to eatheritrir I / Panel . 9-2015 Vinyl Moving Panel Sweep 1 Panel 9 -42A - . 6(163 T -5 Moving Panel Sweep at X I' 5115 I / Panel 9 -8009 Steel Frame lamb Foam Pad 2 / lamb 9.2023 Foam Fixed Panel 318• X 1 1.2' Steel Bar I / Panel 9 -6037 Steel Fixed Panel Angle Bracket 2 ' Panel 9.131 - 6067 T -5 Female Astragal l 1: X I I 2' X I 8' Steel Tube I / Panel 82000 9 -6036 . Steel Screen Spline I ' Screen Vinyl Screen 1 / Screen I 8X 1 6 Fiberglass Fixed Panel Angle Bracket 410 4 1 I'2' SMS I / Panel 9 -8010 Steel Frame lamb 1 / lamb 9 .7019 Vinyl Fixed Panel Angle Bracket a 8 X 7/8' SMS 1 / Panel 9 -80(t1 Steel Fixed Panel Angle Bracket n8 X I' SKIS I • Panel 9 -8009 Steel Interlock Stile W eatherstrip 1 / Panel 9 -2019 Vinyl Screen Weatherstrip 2 I Screen 9.2019 Vinyl Interlock Stile Pile Pad I ' Stile 9 -2026 Pile Interior Interlock Stile Foam Pad I / Stile 9 -2024 Foam `I. �II ..nauna„aeauaiu, ti�utie(�I•l I i , � T I I�IPi =i . t Cam;► i. M Cda AIM MEP v v v Willi - •a l vv Data Drawn: 1o/ss/as Data 31aar(wd Mod Category: SGD artaa/Modak PA -09 Drawing ••• -09 -DC Shoat MASONRY< 4 • 1/4" SHIM SPACE MAX CAULKING ( SECTION PA -09 SGD HALF SCALE Horizontal Section Bill of Material CAULKING 0 ET- t NOTES: 1) BINNINGS P A N AMERICAN [I AN AMERICAN ARNITEC1URAL PRODUCTS CORP. CDI,1PASy 1X BUCK SHOW N. 2X PT BUCK PERMISSIBLE W ITH 010 SMS MIN 1 -1/4' EMBEDMENT. 2) OXXO CONFIGURATION SHOW N. APPLIES TO O O XX, XXO 0 , 0 XXO , O X, XO , O XX, XXO ,XX. P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 PA -9 SLIDING GLASS DOOR MODEL 'B HORIZONTAL CROSS SECTION APPROVED AS COMPLYING WITH TNF SOUTH FLORIDA BUILDING CODE DAT 4.M ♦ In ggs6 BY PROOUCICCONTROI DIV!S :On BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.Q $ - AXp . ■p 4 OF 6 Vertical Section Bill of Material Part Number Item Description Quantity Eslrusion Number Part Number Material Remarks 1 Frame Head I Door 9 -101 9.101 -I 6063 T.3 . Frame 5,11 1 / Doer 9.87 9.117.1 606? 1-3 3 1,l o•ing Panel Hood 1 / Panel 9 -:2 9.2: -1 6063 T -3 4 Moving Panel 5dl I I Panel 9.34 9-3 1•1 6063 T •3 3 Fared Panel Head I Panel 9.06 9.06 -I 606? 1-3 6 Fined Panel Sill I /Panel 9.146 9.146.1 61,63 T -3 7 Screen Head I Screen 9 -120 9- 121 -I 606? T -0 ~~.-,.''..~.�� Screen Sill I Screen 9-120 9.1:1, -I 606? T -3 316' Tempered (lum3 I r Panel ' ■..- Glare Moon' Pond Bottom Rad 6' eathentr ppmg 2 Pond 9.20 Vinyl %lovme Panel Roller A t•ent bly : /Panel 9.6031 Vaster Screen Roller A•sem hlv .!Screen 4 Vanes :4 teen 1 Screen ISX 10 Fiberglas. Screen .phase I ' Screen 82(100 -• Vinyl Top Rad a' e:0hel'tnppmc - I Panel 8 -:1101 Pole 3.16• uianng Vinyl - Panel 9 -2007 Vmyl Freed Panel Angle Bracket Fixed Panel Angle Bracket •I1, N 114 5514 : / Panel 4 Panel 9-141 •1' 9.8010 6063 T -3 Steel hoed Panel Angle Bracket •S :: r R' S \I S - Panel 9.8001 Steel — IntmLwk Side Ilea.' Foam Pad A•tr anal Chp Plebe I Stile I Panel 9 -21121 9.603? Fenn, 0003 T -3 9 -137 2. 1.I..vmg Panel B Rail Channel 1 r Panel 9 -139 9.139•I 6063 T•3 21 Morin; Panel Lock foam Pad I r Panel 9 -2023 goon, — :1 Fuel I•an el Angle Bracket 07 4 1• Sh19 2 Panel 9.801 Neel ( 4 • 4 MASONRY . v - 1/4" MAX. SHIM SPACING ( SEE NOTE 1 3/16" N 1 EMBEDMENT (SEE NOTE 1) IX PT WOOD BUCK NOTES 22 " 0.C. MAX 6 -1/2" MAX 0 to- 6 -1/2" MAX PA -09 SGD ELEVATION x 0 — DAWOTA.S FACTORY DRILL INSSTALLWTTON HOLES. (DOUBLE ROW) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING ODE DAT -vevtl 19. c \ BY PROD 7 ' r NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO t ' <<t•C•c /7913 / 7 1/, / 1) 1X BUCK SHOWN. 2X PT BUCK PERMSSIBLE IM1H #10 SMS MN 1-1/4" ENUECMEN . O)00 COPF1GI.RATION SHOWN APPUES TO 4.125 • OOXI( )000, O)QOO, OX XD, O))OC )00)0( 3) SEE PAGE PA-09-D006 FOR DESIGN PRESSURES l�� VERTICAL SECTION PA -09 SGD HALF SCALE U 2) ilariaten Rola.: Inena.r Ityyra Brawl' By? Airiest Ay: Data Drra,w io Bat. Ao rtaae& Drone, Claw: ASSY BINNINGS P A N AMERICAN • • AN AMERICAN ARCHITECTURAL PRODUCTS CORP. COMPANY Part Clare DC Prod Cat.gnry: SGD Port .: N/A Sortaa/xaaaa PA -09 °d'z'o9 —DC P.O. Box 63003 2805 N.E. 185t Miami, Floridc (305)931 -2350 Itarat: N/A PA -9 SLIDING GLASS DOOR MODEL 'C VERTICAL CROSS SECTION 8 h Street 33163 Oust: 5 OF 6 Arofrien leueb Door Height Panel Width + DP - DP 80 24 63.00 -63.00 80 28 69.33 - 128.44 80 30 69.33 - 113.70 80 32 69.33 - 107.89 80 34 69.33 - 102.86 80 36 69.33 -98.48 80 38 69.33 -94.64 80 40 69.33 -86.61 80 42 69.33 -75.01 80 44 65.50 -65.50 80 48 57.63 -57.63 96 24 45.52 -45.52 96 28 69.33 - 102.42 96 30 69.33 -90.07 96 32 69.33 -85.17 96 34 69.33 -80.92 96 36 69.33 -77.19 96 38 69.33 -73.90 96 40 69.33 -70.98 96 42 68.38 -68.38 96 44 66.05 -66.05 96 48 63.96 -63.96 Part Number Item Description Quantity Extrusion Number Part Number Material Remarks I Frame Jamb 2 i Door 9 -86 9 -86 -1 6063 T -5 2 Fixed Panel Side Stile 2 i Panel 9-83 9 -83 -1 6063 7 3 Moving Panel Interlock Stile 2 ' Panel 9 -132 9 -132 -2 6063 T-5 4 3,16" Tempered Glazing I ■ Panel '. Glans S Moving Panel Male lock Stile I ' Panel 9 -83 9 -31 -1 6063 T-5 6 Moving Panel Female Ast ragnl Stile I ' Panel 9.100 9-100-2 6063 T-5 7 Fixed Panel Interlock Stile 1 r Panel 9-132 9-132-2 6063 T -S 8 Moving Panel Screen Stile 2'Screen 9 -121 9 -121 -1 6063 T-5 9 Screen Retainer I 'Door 9 -122 9 -122 -1 6063 T-5 10 Fixed Panel Retainer Anchor 3 'Jamb 9.11 9 -11 -1 6063 T -S II s 6 X 3'8" TEK Screw _ 3 , Jamb 9 -8004 Steel 12 Moving Panel Lock Assembly 1 r Panel 9 -6028 13 Moving panel Lock Assem Handle I r Panel I ' Panel 9 -143 9 -3029 - .. IIIII 6063 T -S 14 Astragal Stile Angle Bracket IS a10X1 "SAS 2 Door 9-8013 Steel 16 y Moving Panel Female Astragal Vs eatherstrip I ' Panel - 03.2003C Vinyl 17 Lock Keeper I 'Door ' • 16 -6002 61163 T -S 18 3,16" Glazing Vinyl 2 r Panel 9 -2007 Vinyl 19 Moving Panel Ssseep Pad 1 ' Panel 9-2025A UMW 20 MovingPanelSsseep Weatherstrip I /Panel 9-2015 Vinyl 21 Moving Panel Ssseep I r Panel 9 -42A - 6063 T-5 22 Moving Panel Interlock Stile d 8 X 1" SMS I 'Panel 9-8009 Steel 23 _ Frame Jamb Foam Pad 2 !Jamb 9-2023 Foam 24 Interlock Stile 3 :8" X 1 1,2" Steel Bar 1 i Stile 9 -6037 Steel 25 Fixed Panel Aagle Bracket 2 ' Panel 9 -141 .. 6063 T-5 26 11'2" X I 12" X 1,8" Steel Tube I r Panel 9 -6036 Steel - 27 Screen Spline l i Screen 82000 Vinyl 28 Screen I 'Screen 18X16 Fiberglass 29 Interlock Stile Angle Bracket t 0 X 11.2" &\1S _ 4 i Stile 9 -8010 Steel 30 Frame Jamb Weatherstrip I i Jamb 9 -2019 Vinyl 31 _ Astragal Foam Pad I ' Panel 9 -2023 Foam 32 Fixed Panel Interlock Stile Angle Bracket aB X 7'8" S \IS _ 2 ;Stile 9 -8001 Steel 33 Interlock Stile Reath 'p I 'Stile 9 -2019 Vinyl 34 Screen Stile Weatherstrip 21 Screen 9 -2019 Vinyl 35 Inteluck Stile Foam Head Pad 1 i Stile 9 -21124 Foam 36 Inlelock Stile Pile Pad I ' Stile 9 -2026 Pile v 614 aLCA v ''7 ,Ii LA it:g ith eb.1 t .k#fa kik v7 v v VI v vv vv v ‘ _ �1 ; :1. .. ..� v v Allt4 Aft v v 1 117 �I v air AIL v► t;k4eJi 4 ILL vvvv ATA v v v v v lilk IIIII \1\1 \01',\11,\ \ \\ It \0 \1 \ \\1 \1 \ \\ \'► f ! - -- a• -• ► s IIIIUtO \1n\ti0\Ut0001\\\\\\000\C► 11---aw- Aliw mk .1 rJ v MASDNRY4 a .. a a CAULKING 1/4" SHIM SPACE MAX T HORIZONTAL SECTION PA-09 SGD t,ALF SCALE Horizontal Section Bill of Material Ravtaian. Malay Malarial• •IMam Ilya Drawn Jew Rawl.-! by: CAULKING Data Draaaat iwestse Data Readied: v Drew Clam: ASSY t Part mar' N/A M ode! C Design Pressures Corn parative Analysis) NOTES: 1) 1X BUCK SHOWN. 2X PT BUCK PERMISSIBLE WITH #10 SMS MIN 1 -1/4" EMBEDMENT. 2) OXXO CONFIGURATION SHOWN. APPLIES TO OOXX, XXOO, OXXO, OX, XO, OXX XXO,XX BINNI NGS P A N AMERICAN (II AM AMERICAN ARC4RECTURAL PRODUCTS CORP. COMPANY Pert CLaa: Prod Catagamj Sarlaa/Yoda6 /tans: DC SGD PA - Og N/A PA -9 SLIDING GLASS DOOR MODEL 'C' HORIZONTAL CROSS SECTION Drew /tap Mon5art PA -09 -DC APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING iODE DATE A009 -w1*-6 • % %9 9 - BY PROCUCI- EQIQTROL DIVS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 9. - t% +0 - oto P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 6 OF 6 Raotaiess Lagar AUG -10- 1999..09 :31 M IAM r f 1. Expires:05/30/2002 Approved: 05/20 /1999 'MCKINNEY;SUPPLY CO BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUU,AINC 140 was? FLAGLER STREET, SUITE 1603 • MIAMI. FLORIDA 33130.1563 (303) 373.2901 FAX (303) 375.2909 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (303) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 373.2966 FAX (305) 375 -2905 PRODUCT CONTROL DIVISION Your application for Product Approval of: • ( 305) 375.2902 FAX (305) 372.6339 "Benchmark" Outswing Residential insulate Stee Door - Impact Resistant v under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami - Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure thi: product or material at anytime from a Jobsite or manufacturers plant for quality control testing. If this product or material fails to eiform in the'a roved Manner, p pp BCCO may revoke, modify, or suspend the use of such product or material Immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South. Florida Building Code. PRODUCT CONTROL NOTI General Products, Co., Inc, P.O. Box 7387 , Fredericksburg VA 22408 The expense of such testing will be incurred by the manufacturer, Acceptance No.:99- 0429.05 Internet mail uddreu: posttnauer @bulldingeodaontine,00tn 305 754.7775 P.01/06 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAbES FOR SPECIFIC AND GENERAL CONDITIONS ' BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has,been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used In Dade County, Florida under the conditions set forth above. rancisco , • ulntana, ' ,A. Director 1 of 3 , Miami -Dade County Building Code Compliance Offt, Hom,piR,i httpr / /www.buildinseodeQQU'ne.coia s;, • AUG -10 -1999 09;32 MCKINNEY'SUPPLY CO 305 754 7775 P.02/06 General Products Co„ Inc. ACCEPTANCE No.: 99- 0429.05 •j APPROVED EXPIRES :___2/11100,2002 NOTICE OF ACCEPTANCE: SPUiEjG CONDITIONS MAY 2u• S9 1. SCOPE 1.1 This renews and revises the Notice of Acceptance No. 97- 0122.03 which was issued on March 1997. This approves a residential steel door system, as described in Section 2 of this Notice c Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition fi Miami -Dade County, for the locations where the pressure requirements, as determined by SFB. Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The "Benchmark" Outswing Residential Insulated Steel Entrance Door w /Adjusts -Fit ani Universal (Hollow Metal) Steel Frame System - Impact Resistant and its components shall b constructed in strict compliance with the following documents: Drawing No ED- 1627 -B, title! "Outswing Residential Insulated Steel Door with Steel Frame ", Sheets 1 through 8 of 8, prepared b: Rick Wright Consulting, dated 12/01/98 and revised on 0I/15/99, bearing the Miami -Dade Count! Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to a: the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single door units only, as shown in approved drawings 4. INSTALLATION 4.1 The residential steel door system and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit Eill_not require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be, accompanied by copies of the following: 6.I.1 This Notice of Acceptance 6.1.2 Duplicate copies of the.approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Are Manu I Perez, P.E. Product Prod . Control Division . Page 2 of 3 I Examiner AUG -10- 1999 09:32 MCKINNEY SUPPLY CO 305 754 7775 P.03/06 General Products Co.. Inc ACCEPTANCE No,: 99- 0429.05 ' APPROVED : MAY 2 0 1999 EXPIRES N I? ACLE.PT.ANCE: STANDARD _CONDITIONS I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filet and the original submitted documentation, including test supporting data, engineering documents, a1 no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, stag and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if' a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; e) If the Acceptance holder has not compiled with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the' engineering profession, 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office, 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shalt be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies, 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this Iast page 3. Man Perez, P.E, Product Con Prod ntrol Division END OF THIS ACCEPTANCE Page 3 of 3 TABLE CF CONTENTS SHEET / OESLNSPTLDN 1 Ks .. 1 Till a_;� / 7. __ s I" 7 I USIA— L' !L�"1Lt;� i'�: 4.;Ai3L ?t1]1;hL` ► ADJUSTA —nr CROSS SEOflO 4 UNNER OF MAIER AND ElEYA1NO (b 5 UN M1+ AL CROSS SECTION a UNNERSAL ORINO LAYOUT) 7 UNIVERSAL ANCHOR OPT3'DNSI R COMMON (DOOR MOOED. LOCK .OE MS) r BENCHMARK / LEGEND o ursonNC RESIDENT IL INSULATED STEEL DOOR WTIH STEEL FRAMES. — MJUSTA —FTr FRAME - UMVERSAL (HOLLOW METAL) FRAME l GENERAL NOTES 1. 1HL4 PRODUCT IS DESIGNED To MEET THE SOUTH FLORIDA BUILDING CODE 19GI EDITION FOR LiAMI —OBOE COUNTY. 2. $000 BUCKS Br OTHEtts. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. J. PRCCUC* ANCHORS SHALL BE AS USIED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT To BASE MATERIAL 'SHALL BE BEYOND WALL DRESSING OR STUCCO. 4 : IMPACT RESISTANT SHUTTERS NOT REQUIRED S. DESIGNED PRESSURE RATING SHALL BE AS FOLLOTISI — FOR ADJUSTA —FIT FRAMES: SEE TABLE ON WET 2. — FOR tRiVERSAL. (HOLLOW METAL) FRAMES: SEE TABLE ON SHEET 4 HE.91 flLAt. INSULATED STEEL 0008 (Carmen to ell /Terns c is) Doer L Cs r.ettem F 224 !v (0.024) mann= ttianesa. Gchwei:.d steal A-525 oQnmwdd — ANOO pr ASTIR 62D with ylatd strength Fir(. )w23.3012 pu core driest Pelyoredireswe sere, boo—pests bocye sits Resin campon.ds foam, with 2.15 EIS denoly. Sonelnelksa.Fluels or .rnhoesed typo. The vertical a medt ice k hovban� rolled ars ded� together at two preens ouch. • so -1/4' aA MINE FRAME WIDTH r COLONIAL 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARDY OF NEW lifslor® AS must Inv Tm Li LbJ CaN.7UL l$O (itr 654~1831 .a: E0 -1627-8 In O F) ark eerie 1800 f ac h set win 200 AL a►woo• 0 est Nadia 400 DL maaaaae o sat 680 lock F') 0) O I dote filar for demdbatt r aeaan i 1/ " I. weir A9' PH. 54$ x la, Mt wood were set then merles kck OEStAF110 • ;• R dl steel -1 ►16 )t 3 e 6 reader t8ya .1382" tick CA ravel 1 -1 16 a In dhmark 4 a 4 • biases 12ga.(.OYTl CA steel E s FH. 9aS hksvt to trams l a g -1/2 FH•Mli A or i (1 -1/3 Into rood) 8" 1 4' ' .iasan t ' "barrio he•} lhr andd " - extruder! alum • timerlidd •ta 1 4 n weatnasbb WE s sheet 24aal.024 tkk.rnpnjcratru teal A- •U00 "Ii is at ••I rallAorl�ern•nt far dos► (.0'35' a 1 -1 x 5-t /4' ter leometoa a 1 1/4' ts,trm K' FN. SUS. n 1111 helm Btnn mint • • 1 - 11 1.. to- 0_ set t$an anion dsedbott ask moue 1800 daadbol to ad 6U derdtlelt } set 600 dhodbalt W set t wow c[.adk l NN. tack rrisnuladprridra rand buck E Fetbane {isocvarfte & resin) foam (115 pounds darmity) mm, skins apace x 1-1/r ja. base A" PM, WAS. Ire harder 2006.(.04p NOVA. steel decarcttve ndi. trim Ire lamb 20o ..0411 Udidrl C.H. steel decorntiw adi- ftm :+iistruct1one) MADAM ADJl1STA -111 FRAME CROSS- SFCilON LAYOUT. SEE: ED-1628-9 / SHEET 3 OF S m SIDERDAL DOOR PREPARATION LAYOUT. SEE E0- 1628 -9 / SHEET 6 OF 8 ANCHOR LOCATIONS COLONIAL 6 PANEL DOOR VIEWED FROM EXTERIOR • ODOM FOR CARAT OF MEM 0£SION 1: RATING aosnwe =1:7=M1 —w Psf onrrta b aunts' seM 1ME OWI ivaulw ■triw•. WAIL aonnsi% toot miRiMLt stOMANCE NO. kO el CD n_ FOR MASONRY SUR SRIATE a VERTICAL CROSS SECTION N } W . z x T E 0 R FOR WOOD 31U1357RAME • 1 • fi ► -• o tX aficA,Q E x T R 0 O P T H O N A L THRESHOLDS (NOT TO RE USED WHERE WATER REOUROLIENT IS N ®E)) J m M & DOOR PREPARATION LAYOUT. SIEE ED-1 ANCHORING B /SEE ED-1 637 =8 / SHEET Z OF 8 t7 INTERIOR • ED-16Z7 e a 11/17/1938 09:43 305- 591 -24E4 PRODUCT CONTROL NOTICE OF Raynor Manufacturing Company 1101 East River Road Dixon IL 61021 -0448 Acceptance No. :97- 0115.04 (Revises No.: 95- 0320.10) Internet mail address• postmastercbuitdingendeeniine .Com Expires :08/21100 V Approved: 08/21/97 AUTOMATED PAGE 01 METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE 0-DADE FLAGLER BUILDING FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 . (305) 375 -2901 FAX (305) 375 -2908 Your application for Product Approval of. 16' Wide Sectional Garage Door, under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Raynor Garage Door drawing # P - 1275 with latest revision on 06/22/94 signed and sealed by A. Farooq P.E. (For listing, see Section 7 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et.•seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372.6339 Raul Rodfi.guez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. anger, Director J Building Code Compliance Dept. Metropolitan Dade County komapage: http : / /www.buildingcodeonline.com Track Skin End Stile Center Stile End Hinge I Center Hinge Horizontal Reinforcement Shape Frequency 13 GA 24 GA 18 GA 18 GA 13 GA 17 GA 2 x 4 S.Y.P. 41 'Dense 2 /Section 11/17/1998 09:43 385- 591 -2464 • Raynor Manufacturing Company ACCEPTANCE NO: 97- 0115.04 APPROVED : AUG 2 1 1997 EXPIRES :• AN 2 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1.0 DESCRIPTION: This approves sectional door 16' -0" wide x 8'-0" high made out of steel, commercial quality Grade 33,000 PSI yield (ASTM A526), galvanized coating of 040 (ASTM A525) and finished with baked on polyester enamel. The door shall be constructed and reinforced as detailed in the approved drawing #P -1275. 2.0 USE: 'Two 2 x 4 on each side shall be locked as shown on imwing. AUTOMATED PAGE 02 This door is approved for a maximum design pressure to this pressure. The door passed the impact and cyclic t protection devices. The door shall meet the burglary secure y the South Florida Building Code. The door operating mechanism (not included in this approval) shalt be certified by Underwriters Laboratories or other recognized agency. Candido Font, PE, Sr. Product Control Examiner Product Control Division • +42PSF and —52PSF an t; therefore it does no t . its use is restricted require hurricane ection 3603.2(c)2(aa) of 11/17/1998 OS: 43 305- 591 -264 AUTOMATED PAGE 03 Raynor Manufacturing Company ACCEPTANCE NO: 97- 0115.04 3.0 INSTALLATION: The door shall be installed as shown on Drawing # P -1275. Wood in contact with concrete or cement shall be treated with an approved preservative as set forth in paragraph 2913.2(a)1 or shall be of a durable species as defined in subparagraih 2913.2(a)6(aa) of the South Florida Building Code. Installation of 2" x 6" wood jamb required a'' 'A" x 31/4" ITW tapcons and 1"0 x 1/16" thick washer @ 9" c/c with a minimum embedment of 1 %" into 2000 PSI (minimum) concrete or grout filled concrete block. Installation of track requires two 3/8" x I `/_" lag screws per track bracket and jamb angle as shown on Drawing #P -1275 with a minimum embedment of 1- 1/32" into P.T. Southern Yellow Pine SG 0.55. '4.0 CONDITIONS OF USE: APPROVED : NJG 2 1 1997 EXPIRES ;AUG 2 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Application for Building permit shall be accompanied by duplicate prints of the approved Drawing #P- 1275 bearing the approval stamp, Notice of Acceptance number and date by the Dade County Product Control Section along with computations prepared by a qualified Florida Professional Engineer or Architect verifying the adequacy of the door at each site. The shop drawing shall bear the signature of the Architect or Engineer with the following statement "The supporting structure has been designed for the forces shown on the approved manufacturer's drawing. Application for building permit for replacement doors shall be accompanied by duplicate prints of the approved Drawing OP -1275 bearing the approval stamp, Notice of Acceptance number and date by the Dade County Product, Control Section. Also the building official must be satisfied that the proposed installation meet the use of Section 2 above. • -2a- n.ido Fnnt, PE, Sr. Product Control Examiner Product Control Division 11/17/1938 09:43 305 - 591 -24E4 AUTOMATED PAGE IN Raynor Manufacturing Company ACCEPTANCE NO: 97- 0115.04 APPROVED : AL7 1 1997 EXPIRES : AL!% 2 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 5.0 LIMITATIONS: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested (according to ASTM E -8) by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the test reports with confirmation that the specimens were selected from coils at the manufacturer's production facilities and a notarized statement from the manufacturer that only coils with a yield strength of 33,000 PSI or more shalt be used to make door panels for Dade County under this Notice of Acceptance. 6.0 IDENTIFICATION: All approved products shall be permanently labeled with the manufacturer's name, city, state and the following statement: "Dade County Product Control Approved ". 7.0 • EVIDENCE SUBMITTED; Test Report Test Date Signature '' HETI 94 -17 PA 201 & 203 06/22/94 A. Vigar, PE HETI 94-A17 PA 202 05/05/94 A. Vigar, PE Calculation ' Date • Signature A. Far000q Corp. 06/01/94 A, Farooq, PE Drawing Number Last Revision Signature Raynor Garage Door P-I 275 06/22/94 A. Farooq, PE 4 40 4 andido front, PE, Sr. Product Control Examiner Product Control Division -2b- 11/17/1998 OS:43 305-591 -2464 AUTOMATED Csndido Font, PE, 3r, Product Control Exrniner Product Control Division END OF T}1IS ACCEPTANCE .1.: PAGE 05 - Raynor ManefactutineCotnpsay ACCEPTANCE NO : 97 - 011544 2 APPROVED : AUG 1 1991 m EXPIRES ; MJ6 2 1 2000 NOTTCB OF ACCEPTANCE STANDARD CONDITIONS N t. Renewal of this Acceptance (approval) shall be considered atter a renewal application has beets filed and the orlglnal N FA Si: bmitted documcntntian, Including teat supporting data. engineering documents, are no older ton eight (8) years. 2. Any and all approved products shell be permanently labeled with the manufacturer'! name. city, state and the fotlowiatg . 0 statement: "Dade County Product Control Approved", or as specifically tarried MIN specific conditions *finis Acceptance. 3. Renewals of Acceptance will not be considered ifs a) There has been a change in the South Florida Building Code effecting the evaluation of this product and the product is Z cot in compliance with the code drama; . 0 b The product is no longer the same product (idetstleal) as the =originally approved; c) If the Aeg g:Unce balder has not complied with all the requirentenis of this acctptttnee, including the correct • _ installation of the prod= d) The engineer, w originally prepared, signed and sealed the required documentation laitia1(y submitted, is ne longer Z ho practicing the engineering professions. m 4. • Any ti:vision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for ii termination of this Acceptance, unless prior written approval has beta requested (through tiro filing of 3 rerlsloe applita<tioa M• with appropriate ) and granted by this office. S_ Arty of the following shall also be grounds for removal of this Acceptance: a) Ursa. isfaaoay performance of this product or process; b) Misuse of this Accepunce as ar, ettdorsemertt of say product, for sales, advertising or any other Pwixasc• 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portico etc Notice of Acccpleawc le displayed, Ihcs it shall be done in its entirety. 7. A copy of this Acceptance es well approved drawings and other daeum eats, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be mailable fvr inspection at the job site at ell times. The engineer need not reseal the copies, 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Accepoutce. 9. This Acrcpmnce contains pages I.3.2(a) through Z (b) and this last page 3, stns 1.C, 1I & 12 fisted below only.pply to glazed products 10. Unless apeeific lly indicated its the Acceptance (approval), this anit is approved as a single unit installation. Fat multiple installation of this unit, a separate Acceptance for multions is required from the Product CootretSecilan 11. The spacing of fasteners etwindowsiits shalt be as indicated in Section 4 •of this Notice of.Accc$ance, hespac{ng of frstenets in all other parts of the frame shah! be as indicated in Section 4 of this Notice o Acceptance, but in no we shall e;cacd 2s^ on center. The first fastener shall be located at numbs= of 6" from etch corner and mallion.or kilo. • paste= shall fully penetrate the buck which shall be the same size a s the ene. tested with the unit. No or plastic shields cr pins shall be used for anchoring. 12. Hardwatta for all windows std doors shall conform to Security mid Forced Entry Prevention. Chapter 36 ofthc South Florida Building Cade. Oi METRO -DADE PRODUCT CONTROL NOTICE OF Binnings Pan American 2805 N.E. 185 St. Miami, FL 33163 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: PA - 8 (1".x) Aluminum Mullion ✓ under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction; and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. PAY- DELDXF, Sheets 1 thrtt S of S. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and.the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:95- 1114.02 Expires:02 /01/99 ✓ THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application fdl Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:02 /01/96 Raul Rod •iguez Product Control Supervisor s g anger, Director Building Code Compliance Dept. Metropolitan Dade County Binnings Pan American 1. DESCRIPTION OF UNIT ACCEPTANCE 1Vo.: 95- 1114.02 APPROVED : FEB 0 1 1996 EXPIRES : FEB 0 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1.1 This approves a structural mullion system for the windows specified below, designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Binnings Pan American Aluminum PA -8 (1 "x) Mullions (Non- reinforced). To be used to support only windows with a current Notice of Acceptance. 2. MATERIAL CHARACTERISTICS 2.1 The structural mullion consists of an extruded aluminum rectangular tube of 1/8" lateral, 0.173 "/0.158" front & 0.220" back wall thickness, with a tee shape protrusion in front creating a double groove to accommodate the winclow's perimeter frame flange. Tube dimensions are: 1-1/8" x 3" (Part 08 -67), 1-1/8" x 3-1/2" (Part 08 -68), 1-1/8" x 4" (Part 08 -70) and 1-1/8" x 4-1/2" (Part 08 -69) Tube material is aluminum alloy 6063 -T5. The properties of the head, jamb or sill members are not added to the properties of the mullion. 2.2 Tested specimen: A side -by -side configuration, consisting of one 41" wide x 78- 13/16" high Series PA -14 Aluminum Single Hung Window and one Fixed Window of the same size mulled together. Overall dimensions: 6' 10" wide x 6' 6- 13/16" long overall 3. LIMITATIONS 3.1 This approval applies to structural mullions to be installed vertically or horizontally, as shown in Section 10. 3.2 Mullions are to be used only to support windows, with a current Notice of Acceptance. 3.3 The maximum mullion span (length) shall be: 78 ". 3.4 For Design Pressure Rating vs. Mullion length, see "lx Mull Performance Charts" for each mullion size (PA -8 -1.30 for 1" x 3" mullion, PA -8 -1.35 for 1" x 3 -1/2" mullion, PA -8 -1.40 for 1" x 4" mullion and PA- 8 -l.45 for 1" x 4 -1/2 ") on Sheet 5 of 5, Drawing No. PA1- DET.XLS, bearing the Dade County Product Control approval stamp. 3.5 For anchoring condition and clip installation details, see "Anchoring Details" on Sheets 4 of 5, Drawing No. PA 1- DET.IXF, bearing the Dade County Product Control approval stamp. 3.6 Both mullion (size and span), as well as anchor (type) selected design pressure rating, per load charts, must meet or exceed the pressure requirement for the opening in which it is to be installed. 3.7 Window sizes and design pressures are to be limited to those appearing on Charts referenced above and listed in their individual Notices of Acceptance. Man - Perez, P.E. P1 Product Control Division xaminer 11 )3innings Pan American ACCEPTANCE No.: 95- 1114.02 APPROVED FEB 0 1 1996 EXPIRES FEB 0 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION: 4.1 Vertical or Horizontal Applications: 4.1.1 Clip Angles to Masonry or Concrete Two 2" x 2" x 1/8" x 2" long, 6063 -T5 aluminum alloy clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using two #10 Self Tapping SMS, two per angle clip (four per end), spaced 1 -1/4" apart; and the other leg anchored (with wood block notched out) directly into concrete or to a concrete filled block with two 1/4" x 1 -1/2" Tapgon (two per angle clip, four per end), with a minimum embedment of 1 -1/4 ", spaced 1 -1/4" apart minimum, as shown on Section "Clip Installation ", Drawing No. PA1- DET.DXF, Sheet 4 of 5, bearing the Dade County Product Control approval stamp. 4.1.2 Clip Angles to Wood Two 2" x 2" x 1/8" x 2" long, 6063 -T5 aluminum alloy clip angles (one on each interior side of the tube) secured at each end of the mullio (totaling 4 clip angles) with one leg, using two #10 Self Tapping SMS, two per angle clip (four per end), spaced 1 -1/4" apart; and the other leg anchored to a 2x wood buck using two #14 WS x 1 -1/2" embed (7 diam.) (2 per angle clip, four per end), (Note: when wood buck is less than a 2x, concrete anchors shall be used to go thru buck and penetrate into concrete as described above in 4.1.1) as shown on Section "Clip Installation ", Drawing No. PAI- DET.DXF, Sheet 4 of 5, bearing the Dade County Product Control approval stamp. 4.1.3 Clip Angles to Steel Stud or Runner Two 2" x 2" x 1/8" x 2" long, 6063 -T5 aluminum alloy clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using two #10 Self Tapping SMS, two per angle clip (four per end), spaced 1 -1/4" apart; and the other leg anchored to a 605)18 or equal steel stud or runner using two 1/4 " -20 Self Tapping SMS (2 per angle clip, four per end), as shown on Section "Clip Installation ", Drawing No. PAI- DET.DXF, Sheet 4 of 5, bearing the Dade County Product Control approval stamp. 4.2 Fastening of the windows jambs to mullion must use either a #10 x 1- 9/16" min. thru -bolt with nut or a #10 x 5/8" Self Tapping SMS, spaced at 4" from ends and 24" o.c. or as per window approval, whichever is less. 4.3 For anchoring requirements of each window installation, please see Section 4 of each window's individual Notice of Acceptance. 4.4 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.5 Fasteners mist have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. Man = erez, P.E. P1 xaminer II Product Control Division TEST TEST LOADS DESIGN LOADS UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 POSITIVE +46.50 PSF MTL -16617 +46.5 PSF MTL -16617 UNIFORM OR;.1 STAI IC PRESSURE AT FULL TEST LOAD . SFBC PA 202 -94 POSITIVE +69.88 PSI' MTL -16617 +46.50 PSF MTL-I6617 This is a verification test only. For Design Pressure Rating vs. Mullion length, see "I x Mull Performance Charts" on Sheet 5 of 5, of Drawing No. PAI- DET.XLS, bearing the Dade County Product Control approval stamp. J3innings Pan American 7. TESTS PERFORMED RESULTS ACCEPTANCE NO.: 95- 1114.02 APPROVED FEB 0 1 1996 EXPIRES FEB 0 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 5. IDENTIFICATION 5.1 Each mullion shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance, with mullion and anchor options indicated. 6.1.2 The Notice of Acceptance of each window or door attached to mullion. 6.1.3 Completely dimensioned drawing showing size and location, including height above grade of openings to receive mullion & windows or doors, mean roof height, length and width of building. 6.1.4 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of mullion and windows to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: This mullion can not be installed as part of an impact resistant unit. Manu 1 Pe z, P.E. Plan Product Control Division aminer 1I Binnings Pan American ACCEPTANCE No.: 95- 1114.02 APPROVED : FEB 0 1 1996 EXPIRES FEB 0 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Miami Testing Laboratory, Test Report No. MTL- 16617, dated December 27, 1995, signed and sealed by David Gale Ober, P.E. 8.2 Drawing: 8.2.1 Drawing No. PAl- DET.DXF and PA1- DET.XLS, Binnings Pan American, Sheets 1 thru 5 of 5, prepared by Binnings Pan American, dated 01/i0/96, signed and sealed by William. M. Meyers, P.E. 8.2.2 Manufacturer's die drawings and sections. 3.3 Calculations: 8.3.1 Structural mullion and anchorage calculations prepared by Robt. E. Fisher - Wm. M. Meyers, P.E. Consulting Engineers, dated 01/10/96, signed and sealed by William. M. Meyers, P.E. 9. COMPARATIVE ANALYSIS: See "1 x Mull Performance Charts" on Drawing No. PA1- DET.XLS, Sheet 5 of 5, bearing the Dade County Product Control approval stamp. 10. TYPICAL MULLION SYSTEM CROSS SECTIONS: For mullion system cross sections, see "General" Sheet 1 of 5, "Typical Installation Details" Sheets 2 and 3 of 5 and for anchoring details, see "Anchoring Details" Sheet 4 of 5, of Drawing No. PA1- DET.DXF, bearing the Dade County Product Control approval stamp. • Manu 'erez, P.E. P1 xaminer II Product Control Division Binninos Pan American ACCEPTANCE No.: 95-1114.02 APPROVED : FEB 0 1 1996 EXPIRES : FEB 0 1 1999 NOTICE OF ACCEPTANt E STANDA ONDITLoN 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, 'engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) Thq product is no longer the same product (identical) as the one originally approved; • C) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors acid shall be available for inspection at the job site at ail times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(c) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as teste4 but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. • Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTAtvrr 4/1A,. Man el 'erez, P.E. Plans E . 4i iner II Product Control Division No. 2048 Owner, Agent or Tenant of Building: SIZ Construction BUILDING DEPARTMENT .. ,I 0050 N.E..SECOND AVENUE 'MIAMI 'SHORES, FLORIDA' 33138-2382. ' TELEPHONE (305) 795-2204 FAX (305)756 -69 Certificate of Occupancy Date: February 15, 2001 Lot 4 Block PB 5 -90 Subdivision PL of Govt Lot 4 Street Address 1092 N. E. 94 Street, Miami Shores Approved use by occupancy: Single family residence Remarks: Permit No. 45595 F K LUBIEN, B UI LDING OFFICIAL This Certificate of Occupancy is issued to the above named owner for building at above named location only upon the express provisions that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. LOG OF APPROVED INSPECTIONS TO COMPLY WITH SFBC 307.2 A/E. APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: TYPE OF INSPECTION: TYPE OF INSPECTION: FOUNDATION COMMENTS: Arpa'o v ea ba p6-2. 19c4 . TYPE OF INSPECTION: REINFORCING (,iQ.r ('r't COMMENTS: A F/ v'�v ea pE2 [.on� % TYPE OF INSPECTION: AS -BUILT SAMPLE DES NTRACTOR :' .Sim G.:Govr ? 2 DATE: DATE: TRUSS, BRACING AND SHEATHING COMMENTS: ' F' °° F�" A LAW Ps Y— Pc_alvs APPROVED BY: /� DATE: TYPE OF INSPECTION . WINDOWS AND DOORS COMMENTS: t ypo, vGe P;, o4- DATE: COMMENTS: yg ja fclk6 (44., ic)tt{ AA' (d be- Arrcd d'Q fX • Arov t ,LMQ b' pen 50 /irk f-te'g+00 ' L-41"(e veQ.f DATE: TYPE OF INSPECTIO : OTHER [SPECIFY] ( ,YVf t T ess COMMENTS: ra-D v02 4s Fermi pi 4 f' `2i ' 4.0A/ 1 TYPE OF INSPEC IO : OTHER [SPECIFY] (e&rf. P,d* COMMENTS: Aep veft7 4a P 1 Aist DATE: DATE: THCIMAB H. FORD A.I.A. •' t • a .1 I 7411 S.W. • 138 court • mioml, florl do. 37187 'cr:A.M:r, ;'f:1'NrrA Y 27, 2007 MIAMI SHORE BUILDING DEPARTMENT 10050 N. E. 2nd AVENUE MIAMI SHORE, FLORIDA. TO: SINCERELY, • • t SIZ CONSTRUCTION 1092 N.E. 94th STREET MIAMI SHORE, FLORIDA. PERMIT No. 45595 " CONTRACTOR'S SIZ CONSTRUCTION DEAR BUILDING OFFICIAL: I THOMAS H. FORD A.I.A., HAVING PERFORMED AMD APPROVED THE REQUIRED INSPECTIONS, AS INDICATED IN THE ATTACHED APPROVED INSPECTION LOG, HEREBY ATTEST THAT TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THE STRUCTURAL AND ENVELOPE COMPONENTS OF THE ABOVE REFERENCED STRUCTURE ARE IN COMPLIANCE WITH THE APPROVED PLANS AND OTHERS APPROVED PERMIT DOCUMENTS. I ALSO ATTEST TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THE APPROVED PERMIT PLANS REPRESENT THE AS -BUILD CONDITIONS OF THE STRUCTUREAL AND ENVELOPE COMPONENT OF SAID STRUCTURE. THIS DOCUMENT IS BEING PREPARED IN ACCORDANCE WITH SECTION 307.2 OF THE SOUTH FLORIDA BUILDING.CODE (S.F.B.C.) AND IS BEING SUBMITTED TO THE MIAMI SHORE BUILDING DEPARTMENT AT THE TIME OF THE FINAL INSPECTION FOR THE ABOVE REFERENCED STRUCTURE. SHOULD YOU HAVE ANY QUESTION OR NEED ANY ADDITIONAL INFORMATION, PLEASE DO NOT HESITATE TO CONTACT ME. PLANNING BOARD AGENDA OF AUGUST 20,1998 ITEM NO. 5 Name of Owner /Applicant S I Z CONSTRUCTION Name of Architect/Contractor THOMAS H. FORD Address of Property, and/or Legal Description SEE SURVEY Nature of Request APPROVAL OF PLANS FOR A RESIDENCE ON A CORNER LOT FACING THE SIDE STREET. Present Zoning R-25 Area of Present Building Area of Proposed Addition Total Area 2400 SQ. FT Parking Spaces Provided 2 Parking Spaces Required with Addition Setbacks as per Code : Front 25' cfhorealllage F L OR ID A Side 15' &710' Rear 15' Setbacks Provided : Front 25' Side 15' & 10'+ Rear 15' Variances/Zoning Change Council Action Required NO Planning Board Action APPROVED:! 8/20/98 Council Action 1092 N.E. 94th St. Director of Building and Zoning Phone No. F52-2905 262 -9995 Phone No. escramili emujurgi.# I� CEEPalicilk!4 MENU* , t FRP ASO; 9:00111 n a ! s /4 /r /G /7 r u2, r_7.s ,r N. E 33. N. E. 3 J Iv. E . 3 100 4 ! 4 J r 97 TS. W 2 11 92 N. . TERRACE W N O WPM Mg= WW1= gaga"; hi z U NA E iiwqr N.E .. 4r S T. m �00 ANN o C 99 TM • IXIIi!jg 70 7i - - EVCNS /DE (44- J� V .o /3 f 2 7f Gf 100 TH. elEara Nialigumm „ L• 7$ :f r/ 71 7 . 7 e !O• to 4 J b. 0 bl /7 7s so K gam 1 " OM al / T" S T. s /.f 7..• to ,J, . 7J/ 72 c / . 96T "- • ro ••,7/ f 4 r / ,. .: • KEIO v NC 7• 7r 2/ /7' 7 3T. T•• • NE T TI' rrr w Tnos TM. NC.. 96Th ST 9E a ANCERdef / f /4 1 z 00S ®� `1S61r. I Al ti • ®�� ' 3 �' ' ISM Of ®� aro M YI /4o R ; tVr MI� S t v n � , ! �� 11:x.: � �� 1 111 �, 7 x "" 1INFF41:16. C z J � ' - n I . 00011 G . �c rs r4 ii r /s r r/ zo / /. ' r ' - . ST. d rr t , : 2..0. 9389 ST. ST rr u 111111111 5 !! 1;11E3 T , Ills • N y //r _ reR mia 100TH. ST. ST. W cutaiimmin N ita®ga®Ongla Z S T 7S - RTy 7 r L TZACT= 2 v 7 0 r mac` � h -- - na :_RSED ;E SUB. (, -l4/ S 4 J I _ 4gfr JAPE > srr FE "el "L IF MEM A h N. fog 5 if# ul 4P AtIll 4 i ta M A N tr (WO © .b rat. E r C ,, ® , � �.� 7* : g oo . AM IN L : • �°© TRACT v r. t • moi n : q Jar : .�. 2 43-ao/ ,Qe 0 V =1=1111 •Mla N.f 1 H 99 ST. N.E. 93 ST. I!f LOCATION NAP TALE: 1'- 200' LEGAL DESCRIPTION: (C.e. 319e Pq. 327) All that part of Tract "X" of Plat of Government Lot 4 of Section 5, Tovnshis S3 Soutb,.Ranoe 42 East, as recorded in Plat Book 5, Pane 90, of the Public Records of Dade Cooney, Florida, boundea as follows: N t Beginning at the intersection of a line parallel to and 00 feet Rurth of the South line of said Treat "X" and the Nest line of the Eaa: Dixie Highway; thence northeasterly along the vast lino of the East Dixie Highway a distance of 76 feet; thence Nesc parallel to the South line of Tract "1t ", a distance of 133 feet; thence South et. :!cht angles to a point directly West of the point of beainnioet thence East at right analog to the point of beginning. ORDER NO, 10491 -8 DATE: June 14, 1993 FIELD BOOK 408, Pc. 2 - SCALE: As shown NE HEREBY CERTIFY: that the attached 9KETCR OF SL+RVLY is true and correct to the best of our knowledge and belief as surveyed and plotted under our direction in June, 1993. We further certify that this survey complies with the Minimum Technical Stentsrfs for Land Surveying in the State of Florida, Chapter 472 of Florida Statutes. A. R. TOUSSATflt a ASSOCIATES, INC. LAND SURRSYORS 620 9.E. 126 9t:estt North Miami, Florida 33161 Py, : 1+. Bward C. Rerble Registered Land Surveyor No. 168. State of Florida Pres. • 4 POLE +41" N I C1 71 IRON $0 N a ' r` F1. IROM PIM 11. E. E/P 133. 00' 94 TA E /P! 138.2r 116.89' (N) 116.84' (REC.) /` SOUTH LINE OF TRACT I', P. B. 5 K. 90. SKETCH OF SURVEY t / - SCALE : I' 20' cS hi /7414c.ri Yl••■111114 44444 11111.1.10•,••••• ^^+.•---.. • ^..-•-■-- • • • - • 1661" "'"'""'w■gmga.. ,; "1"1"44 . L .:....**".•••••••■••••./A • r•"" /.,••• • LO /i,J Z; 114 I +c� A vi.- _ orb: - �'.. _I,:o_ ....._. z:.. r.. CPA` Sg 4 V litt r4L■ I I <PC% .CP 7di L. 1 LEGAL DESCRIPTION: � I (. I ST. (E.E. 3190 Pg. N.E. 93 ST. / I I J F 327; All that part of Tract 'X' of Plat of Government Lot 4 of Section 5, Townahio 53 South, Ranee 42 East, as recorded in Plat Book 5, Pape 90, of the Public Records of Dade County, Florida, bounded as follows: Beginning at the intersection of a line parallel to and 80 feet Forth of the South line of said Tract "X" and the Kest line of the East Dixie Righuay; thence northeasterly along the West line a.+ of the East Dixie Highway a distance of 76 feet; thence Hest parallel = Y to the South line of Tract "X ", a distance of 133 feet; thence South „W„ at. _`_hht angles to a point directly Nest of the point of beginning: _ thence East at right armies to the point of beginning. ci d ' ORDER 160. 10491 -8 DATE: June 14, 1993 FIELD BOOK 409, Pc. 2 -5 SCALE: As shown NE HEREBY CERTIFY: that the attached 9KETCR OF SURVEY is true and 1.20' correct to the best of our knowledge and belief as surveyed and platted under our direction in June, 1993. We further certify that this survey complies with the Minillam Technical Standards for Land Surveying in the State of Florida, Chapter 472 of Florida Statutes. A. R. TOUSSAINT S ASSOCIATES, INC. LAND SURVEYORS 620 N.E. 126 Street; North Miami, Florida 33161 By: l C Howard C. ample Registered Land Surveyor No. 16E2 State of Florida 891 -7340 LOCATION NAP TALE: I N 'a F),IROI PIII N. E. r E/P 133.00' 94TH EfP_I 136.22' 9,278 SO. FT. 116.89' (M) 116.84' 1REC.) SKETCH OF SURVEY SCALE : I' - 20' Qo /` SOUTH LINE OF TRACT 'V, P. 6. 5 PG. 90. -�` - - 30. 18 • C 3 0 w r 0 0 n n a r n W 0 N 0] W m 01 Q1 0 N THdNMAH H. FORD • r ' n A 7421 S.W. ►a! Court miBml, l lorl do. aa►.a TO: A.I.A. • I MIANI, JANUARY 27, 2001 DADE COUNTY DEPARTMENT OF PLANNING DEVELOPMENT AND REGULATION 111 N.W. FIRST STREET, SUITE 1010 MIAMI, FLORIDA. 33128 -1974 PERMIT No. 45595 CONTRACTOR "S SIZ CONSTRUCTION DEAR BUILDING. OFFICIAL: SINCERELY, THOMAS H. FORD R.A. # 8401 SIZ CONSTRUCTION . 1092 N. E. 94th STREET MIAMI, FLORIDA ,I THOMAS H. FORD A.I.A., HAVING PERFORMED AND APPROVED THE 'REQUIRED INSPECTIONS, AS INDICATED IN THE ATTACHED APPROVEDINSPECTION LOG, HEREBY ATTES THAT TO THE BEST OF MY KNOWLEDGE, BELIEF AND, PROFESSIONAL JUDGEMENT, THE .STRUCTURAL AND ENVELOPE COMPONENTS OF THE ABOVE REFERENCED STRUCTURE ARE IN COMPLIANCE WITH THE APPROVED PLANS AND OTHER APPROVED PERMIT DOCUMENTS. I ALSO ATTEST TO THE BEST OF MY'KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THE APPROVED PERMIT PLANS REPRESENT THE AS -BUILT CONDITIONS. OF THE STRUCTURAL AND ENVELOPE COMPONENT OF SAID STRUCTURE. THIS DOCUMENT IS BEING PREPARED IN ACCORDANCE WITH SECTION 307.2 OF THE SOUTH FLORIDA BUILDING CODE (S.F.B.C.) AND IS BEING . SUBMITTED TO THE DADE COUNTY DEPARTMENT OF PLANNING DEVELOPMENT AND REGULATION AT THE TIME OF THE FINAL INSPECTION FOR THE ABOVE REFERENCED STRUCTURE. SHOULD YOU HAVE ANY QUE`TION OR NEED ANY ADDITIONAL INFORMATION, PLEASE DO NOT HESITATE 0 CONTACT ME. • I, Applicant APPLICATION FOR CERTIFICATE OF RE OCCUPANCY to re- occupy the single family residence known as : (address) o S+ Buyer Seller • Comments: KA--J� Realtor PAGE l OF 2 , Miami Shores, Florida. Application Fee (550) paid: Cash Check No. Inspected by: Approved Denied • , hereby apply for a certificate Legal Description: 'r Lot: F04 L,4- V' Block PB & PG: 5- `( C� I hereby certify that I understand that the zoning of the property is for single -family residential and that it is unlawful for more than one family to reside therein. I also undecst and that any Certificate of Re= Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single - family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such property. Date — ( t_ J Print Name * * * * * * * * * * * * * * * * * * *$$* * ******* ******2 2********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact 7 pS— a y3: 7,75-7 16_ Cv r.J cr� � r�. ,f �3 c S' = q C� — Contact Name: `j' T ephone: (1 C. Company Name e-e ( u- 61-r ke Date / 1L[ 2z_ CER I II' IC.ATE OF RE-OCCUPANCY On behalf of Miami Shores Village, Florida, the undersized certifies that the property • - described in the above application has been inspected for purposes of re- occupancy pursuant ro Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such property may be re- occupied by the above applicant for single - family residential purposes. MIAALMi SHORES VILL FLORIDA By: PAGE 2 OF 2 Date of Certification: THIS CER l ihICATE VERIFIES THAT THE REFERENCED_ • PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY-- COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEV ELOPIvIENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH.._ ONE - FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE- FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERES IED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DE 1 hRMNE THE CONDITION, THEREOF. Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2002 -1780 Printed: 10 /18/2002 Applicant: JOHN FOX Owner: FOX JOHN JOB ADDRESS: 1092 NE 94 NE Contractor GUTTERS UNLIMITED Contractor's Address: DOING BUS IN DADE CO Local Phone: Parcel # 1132050070180 Legal Description: 5 -6 53 42 .21 AC PL OF GOVT LOT 4 PB 5 -90 BEG NE COR LOT K W133FT S TO Fees: FEE2002 -5857 FEE2002 -5858 FEE2002 -5859 Signed: Description Building Permit Application Fee CCF Notary Fee . • . . UI Total Fees: Amount $60.00 $0.60 $5.00 $69-89 „ $225.60 fJ ND Permit Status: APPROVED Permit Expiration: 4/16/2003 Construction Value: t ` \ fee is $50.00, which must be paid in advance before calling for another inspection. $900.00 Page 1 of 2 Total Fees: $2 Total Receipts: $0.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection 451 This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without A authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. (INSPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: JOHN P FOX 1092 NE 94 ST MIAMI SHORES, FL 33138 PAY TO ORDER �A v'_i��(�( />Q'3 ORDER O _�� SUNThUST FOR SunTrust Bank 1:066000604 L000000 7 7 90 L60 0 O HARIAND 2002 .D t. If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. rr This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the _/ ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done (� by his agents, servants or employees. Signed: (INSPECTOR) BY: 3. In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Work: GUTTER INSTALLATION ,(4,4L bimid Date 512 63.6W660 � $ 6f DOLLARS el I:_. IIIIP NkiNq f Signed: (Contractor or Builder) BY: Dr-ovi S 1.1CFNSF MASER ISSUE DMZ FOX**3P5i8OS'062901 cu. ND St% MONT 2 WIDOW !YU ISSITICATZ . M" 5-11 1.75 .s.tRN . • 180/131542 • ' FOX P ' . • . .22708 210 ST • , . SAMMAMIS* un k OPerepq Mater ueeige The Sunshine State BARRY SEAN FLANIGAN 2 712 NE 21ST AVENUE FT LAUDERDALE. FL 33306 06-15-42 M 600 A Dom f oxre sex HOT. !mar. 9400itoe. ISSUED 04-20-00 comes 08 ou PucxTe Mor,,� DRIVER consent to any law - „" E Y teat r equired by la ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYI'E Service Repair Q'f'. A/C Central 1 -3 Ton Fan Dryer Vents, Number of Outlet, Wall Ventilation, Cost Service, Temporary Air Handler, Tons A/C Central 4 -7 Ton - Piping, Flammable Liquid Fire Pump Outlet, Switch Fire Sprinkler System Signs A/C Central 8 -15 Ton Bath Fan - Vented, # Fixture - Fluorescent Pressure Vessel Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY TYPE Generator QTY TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Solar Water Heater Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System - Process/Pressure Piping Cap - Fixture Bath Fan - Vented, # a Fireplaces, Number of Pressure Vessel Pump and Abandon PLUNIBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) $ Miami Shores Village Bond / Metropolitan Dade County (C.C.F.) $ 6 C) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) (sq.ft. x/1000 $ ((t.005 /sq.ft.) $ (¢.01 /sq.ft.) $ 0 ) REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE PERMIT APPLICATION CHECKLIST ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES \i■) o fs z , ( - 4%,47t . TOTAL $'-')\ 0 - D o ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL o (305) 795 -2207 o FAX (305) 756 -8972 o http : / /www.miamishoresvillage.com Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation,as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FL 4 nature of 0 Print Name SEAL: to and subscribed before me "Ai L. NTY OF MIAMI -DADE day of S _ u ature of N •wry Public . to of Fl srida Angela M Becker My Commisslon DD150048 % o f Expires November 15. 2006 . PERMIT APPLICATION STATE 0 Signature of Contrac or / Qualifier f 7 4Z . /Z . y C/4-tI l / Print Name SEAL: ORIDA, CO ►j Y OF MIAMI -DADE Sworn to and subscribed before me this day of of Notary blic - to o gels m beater My Commission D0150048 Uo Expires November 15. 2006 Personally known OR, Produced Identification v Personally known OR, Produced Identification Type of Identification Produced: b Type of Identification Produced: S. - e,CONTRACTOR i ZW.-0 /7 New Construction Name � a�JQ/ , /4 , 7i/ �� lhi / `Name A f X License No. �f� __ �y f j /v x Alteration Exterior Address /G 4' �A ( ,ay.13e/L2t2 -,DE 3 Telephone q I S . I y( Fax 9 r n�,1 2 - 7 f/' J Qualifier Name 422 57. i, Demolish PROPERTY OWNER New Construction �� lhi / `Name A f X Alteration Exterior Address / II 9a NC 9 w 1T 411114/ slt&- 3 3/ Home Telephone 3a n,0_ 7 / � Demolish Business Telephone 34 s- 9— d l 7 / Relocation of Structure Fax Foundation Only TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step I. Master Permit No. Subsidiary Permit No. PERMIT APPLICATION Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. Job Address: / v 911 I < C S77 4 /T/,G/ -S i `G 33 /.3 Address App City State Zip Folio Number Lot Block escription of Work & //V ST /lit. 47/ W Subdivision PB PG Zoning Linear Feet Current Use of Property S uare Feet ��y},,,�,ll Units Floors Proposed Use of Property S of Work ,90 Bldg Value Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax 111111111111111111111111111111111111111111111 TO: DOCUMENT COVER PAGE Brief Legal Description: Of Applicable) DOCUMENT vf,.,L • N (.11 2 COrrl C-LzrrTh--(2-r-r\-+ TITLE: (Warranty Deed, Martpge, Affidavit, etc) c-30 Akt) 42, V\M‘k C:FN 2004-R004920 OR Bk 21991 Ps 2426 - 2427; (lass) RECORDED 01/22/2004 13:4302 HARVEY RUVINT CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA - J NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: OR BK 21991 PG 2427 COUNTY OF DADE: LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. c � t 1. Legal description of property and street address: ( q a We- S Mk' y r* o f S - 3 C 2. Description of improvement: \ e 's a I — 1 - 1"" \D a& ` v n w S 3. Owner(s) name and address: L ; , n. ° r` `" l 0 GI 1 - ►U L Interest in property: D n tiL Name and address of fee simple titleholder: 4. Contractor's name and address: L.P LA) (i. C.k,it 2 v (..A.)1' r\.30 w w\t f - L 3 31 - 3 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: .TATS OF FLORIDA, COUNT OF DADE Amount of bond $ - Y~ _ — ong �ai '.mod _ • 6. Lender's name and address: EMIL..,,_„ �n,�is ctf;c on 7. Persons within the State of Florida designated by Owner upon whom notices or other do uments may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to.hiimself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: Sworn to and subscribed before me this V \ day of 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) Signature of Owner Print Owner's Name �� ' e_ F - C (, Prepared by Notary Public 9 u' Print Notary's Name oV\ ct- �Av rnrnmiccinn Fvnirac 20 D a. n Y\ Address: 1 9 . 9 L-`' �1n a MI ��-- - 3 Lc) LP 1. Legal desc :.tion of property and s eet/address: K , 2. Description of improvement: ,00 3. Owners) name and address•( 7 1\4 K. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NOB PO 1 (O TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Interest in property: Name and address of fee simple titleholder: q__ ( ° (41 /1 14(4641 jr . Contractor's name aAd _ address: /q4 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: STATE OF FLORIDA, COUNTY OF f)AfF 1 NEWBYCLk i Iry that this is 4 f% o y ofMe O t1 m :gal r "* ,- ;t ;S a ... y 7. Persons within the state of Florida designated by Owrter .'' • i e - • ;pt _h 4 .cuments ma p ervc n as provided by Section 713.13(1)(a)7., Florida Statutes, HARVEY RM.! 1:,1 , fulls ; � , , < ' Name and address: 1 �l t u . . ��«::�: 8. In addition to himself, Owners designates the following person(s) to rece: a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 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) . Signature of Owner Print Owner's Name j)Ri3Tr)e f=ox Sworn to and subs ibe before me this la day of Q( 9 , 200 y Notary Public Print Notary's Name Q My commission expires: : a... Bo1 Atlantic Bondmg 123.01 -52 PAGE 4 8/02 COtn Prepared by 1111111111111111111111111111111111111111111 c :FN 2010480699512 OR Bk 22571 P9 2546; (1P9) RECORDED 08/13/2004 11:33:42 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Address: a c W Z ' Miami Shores Village 10050 NE 2nd Avenue Printed: 8/12/2004 Applicant: JOHN FOX Owner: FOX JOHN JOB ADDRESS: 1092 NE 94 NE Contractor MAT SCREEN, INC. Local Phone: 305 - 826 -5106 Parcel # 1132050070180 Building Permit Phone: 305 - 795 -2204 Permit Number: BP2004 -1056 Contractor's Address: 18530 N. W. 84 AVE. Legal Description: 5-6 53 42 .21 AC PL OF GOVT LOT 4 PB 5 -90 BEG NE COR LOT K W133FT S TO Fees: Description Amount FEE2004 -8181 Building Fee $212.50 FEE2004 -8182 CCF $4.20 FEE2004 -8183 Notary Fee $5.00 FEE2004 -8184 Training and Education Fee $1.40 FEE2004 -8185 Technology Fee $5.31 FEE2004 -8186 Scanning Fee $15.00 Total Fees: $243.41 Total Fees: $243.41 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/30/2005 Construction Value: $8,500.00 Work: POOL ENCLOSURE AND FOOTING Signed: (INSPECTOR) tti Page 1 of 1 Aug 13 ENTD In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) MR, ' 3)t / C/7F 1 S 7 , J . 1 k Phone # 3 0 .S" 7, — 9 7 6.0 Owner's Address AO 92- 4 9 se 5 City / / ■ S 41 State S Zip 3 3 / 3 Tenant/Lessee Name Phone It Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work ❑ dd Describe Wor • Submittal Fee $ 5) • W Permit Fee $ Notary $ S _ 0 0 Scanning $ is r C7 a Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) • Mialn`i Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 P;s° ❑Alteration io 9y ,t/4 99s 7L ' County Miami-Dade Zip 33 /32 NO 41 14-1Ste- Arc Contractor's Company Name Phone # Contractor's Address L ?S 3 0 lid c A t/ , City A.1 / Q M 1 U I Z e S State Zip 3 3e) Qualifier �` Cd(. e ,4 All V State Certificate or Registration No. Certificate of Competency No. CV / 5 00 5 New * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit No. 81 - 1 as Master Permit No. one # Mechanical Square Footage Of Work: Roofing 305" f2 & s /o ❑ Repair/Replace 3 o.T eZ 2 .3 / W � 237 ❑ DeTolition S D CCF $ S . LL D CO /CC Training/Education Fee $ I t 0 Technology Fee SS 3 f Radon $ Zoning Bond $ Structural Plan Review. $ SO -COMM ( GG 06 CGS h Bonding Company's Name (if applicable) r' - 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 LN 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 or Agent The foregoing instrument was acknowl edged before me this 2 g 20 ,by 46114 *P• Y , ersonall known to me or has produced As identification and who did take an oath. day of who is NOT Sign: Print: UB I ' 'tor ti° EXPIRES: June 2, 2008 1. 8063- NOTARY FL Notary Service 8 Bonding. Inc. My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * APPLICATION APPROVED BY: Chc 05/13/03 * * * Signature NOTARY PUBLIC: s a , Contractor The foregoing ins ment was acknowledged before me this day of , 20by who is person ly known to nfe or who s produced as entifica i and WIR.6 4e ,c th. 2° = Commission tin D23I984 s: Jul 13 • l` .■ l * * * * * * * * * * ** Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** ** * * * * *** ** ***** * * * **** * *** * * ***** ******* **. * ** * * * * *** * * * * * * ** *** * * * ** k******* ** * ***** **** ***** *** * #**+k*** Z //8/ SCLG - 4 Plans Examiner AUG 1 1 2004 Engineer Zoning Legend: — Centerline Res — Residence Fd — Found Conc — Concrete CIr — Clear R!W — Right of way Cif — Chain link fence Ms — Measured Encr — Encroachment • • •• • • • • • • • • • • • • • •• ••• • • '2 . ' /1c f - • • • OOOOO .. • j • • ••• • • • • ..— U /7 ,o A v! M g /d ' aE ,A e K.tI.n -13 .0 0` Note: Lands. shown hereon were not abstracted for easements and / or right -of - ways of record. Legal description provided by client TWO -STORY RES N°1092 of Of 1 5. 624' (Ms) J STREET o N JAW • 'ow sei- AY SE T A: At d /2A? Elevations based go IJCBM # I/A / Bearings if shown a n and based Bev. — • , NGV Datum on assumed m 1929 ,14fu m� e 3 E i.1 • • • • • • ••• • • • • • • • • • • • • • • • ••• REVISED: • • . . • • • LEGAL DESCRIPTION: ' All that part of Tract "K" of Plat of Government Lot 4, of Section 5, Township 43 $.o>:th, 42 East, as recorded in Plat Book 5, Page 90, Cf t h. e: Aui�eit'tetbrds of Miami -Dade Co bounded as fol • 6 . ,Florida, Beginning at the intersectiorf of •a••ei,fle parallel to and 80.0 .feet North of the South line of said Tract "K" and the West ,c. 3V - /, 7,v line of the East Dixie Highway; thence Northeasterly along t P/ 2 ,' 'aC4,•> West line of the East Dixie Highway, , a distance of 76.00 fee • ; thence West parallel to the South line of Tract "K ", a dista e of 133.00 feet; thence South at right angles to a point dire•tly West of the Point of Beginning; thence East at right angles to the Point of Beginning. Z CERTIFIED TO: John P. Fox and Christine J. Fox, husband and wife Markowitz, Davis, Ringle & Trusty, P.A. Attorneys' Title Insurance Fund, Inc. SunTrust Bank, N.A., its successors and /or assigns as their interest may appear MOT YAUD MUSS EMBOSSED WITH SURVEYOR'S SEAL SURVEY FOR: FOX, John P. and Christine J. 1092 NE 94th Street, Miami Shores, FL 33138 BOUNDARY SURVEY I Hereby Certify: That the attached Survey was made under my responsible charge and substantially meats the minimum technical standards as set forth by the FLORIDA BOARD OF LARD SURVEYORS In Chapter e10174, Florida Adminlatrstln Code, pursuant to Section 472.027, Flo da Statutaa.„./` GA F{Y B. CASTEL Registered Land Surveyor No. 4129 State of Florida DATE; FLOOD ZONE: X D X2 GARY B. CASTEL SURVEYING, INC. LAND SURVEYORS 12016 S.W. 132nd COURT, MIAMI, FLORIDA 33186 (305) 253-9720 (305) 253-6767 2.H /� . .. • . • • . . • • • • • • • • • • • • •. • • • • • • • • • • • •• • • • • ••. • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• •• • • • • • •• • • • • • • • • • e • • • • • • • • e • • •• • • • • • • •• ••• • • • • •• • • • • • •• •• .•. • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • . . • • • • • • • • • • • • • .. • • • •• • • ••. .. •• ••• •• • • • • • • • • ......... . • • • • : • • •• • • • • • ••• •• Qr /1'