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HomeMy WebLinkAboutSUBMITTED PAPERS_2cam- 1r�1� _c OFFICE USE ONLY: nn DATE FILE_ D- PERMIT # REVISION FEE: _. ®. BUILDING &, CODE REGUL� 2300-VIRGINIA AN --..______ _-.__--_---_-------FORT_PJERCE,- _39 (772) 4624553 APPLICATION TOR- BU"I_N PROJECT INFOP 1. LOCATION/SITE ADDRESS: V �'�V YeYY �n 1 6 /jA„ \ 2. DETAILED DESCRIPTION OF -PROJECT 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. ft BUSINESS NAME: QUALIFIERS NAME: ADDRESS: Q CITY: PHONE (DAYTIME): 4. OWNER/BUILDER INFORMATION: I NAME: . Ci ) ADDRESS: -)u,g CITY: Y ►- V� U� ✓L� -7 - 444-11 I 5. ARCHITECT/ENGINEER INFORMATIO NAME: VB.)r ADDRESS: '7a-C CITY: P6 T PHONE-(DAYTEVIE): SLCCC: 9/23/09 Revised 04/26/2010 LUCIE COUNTY CERT. #: �!. AU' fiC6)5 do c STATE: _ F ZIP: s 4Qs 7- - - FAX- 7 7Z - `Wq - _FORM' 1100A-08 ,FLORIDA ENERGYEFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Departnrk UrrwrATIVe9deptial Performance Method A Project Name: HABITAT-1175 Street: O L I L City, State, Zip: FT. PIERCEA , UJU. Rn: v I Owner. Design Location: FL, Fort Pierce ...I 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame -Wood, Exterior R=19.0 1120.00 ftz b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 3 d. WA R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1175 a. Under Attic (Unvented) R=30.0 1175.00 ft2 b. N/A R= ft2 7. Windows Description Area c. N/A R= ft2 a. U-Factor: Sgl, U=1.30 100.00 ft2 SHGC: SHGC=0.75 11. Ducts b. U-Factor. N/A ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 125 ft2 SHGC: 12. Cooling systems c. U-Factor. N/A ft2 a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER:15 _ d. U-Factor. N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U-Factor: NIA ft2 HSPF:7.7 " SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gall gallons ons a. Slab -On -Grade Edge Insulation R=0.0 1175.00 ft2 EF: 0.92 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 Solar:FEF=1.4 15. Credits CF, Pstat Total As -Built Modified Loads: 18.33 Glass/Floor Area: 0.085 PASS Total Baseline Loads: 29.41 I hereby certify that the plans and specifications covered by Review of the plans and �C'S E ST•q?• this calculation are in compliance with the Florida Energy specifications covered by this _0�, Code. `�ti►� calculation indicates compliance with the Florida Energy Code. PREPAR D BY: •fir. :• • :._. Before construction is completed DATE: �3(� this building will be inspected for compliance with Section 553.908 I hereby Certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy foqe. I COD WM-E OWNER/ GENT: BUILDING OFF IAL' DATE: � 7IZ0►1 DATE: s b 1j ('` It } tl Rv.r ' a 1. 6UUM UUUN I Y BUILDING DIVISION PREVIEWED FOR co MCE REVIEWED DATE PLANS NtMIPERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE 1/25/2011 1:39 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT - Title: HABITAT-1175 MODEL- Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner: Conditioned Area: 1175 SubDivision: .# of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: Permit Office: Rotate Angle: 90 County: ST. LUCIE COUNTY Jurisdiction: Cross Ventilation: No City, State, Zip: FT. PIERCEA , Family Type: Single-family Whole House Fan: No FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST LUCIE_CO_INTL 2 39 90 75 70 722 62 Low FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 140 ft 0 1175 ft2 0 0 1 ROOF - / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or Shed Composition shingles 1238 ft2 196 ft2 Medium 0.9 N 30 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1175 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Unvented) 30 1175 ft2 0.1 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 N Exterior Frame - Wood 19 208 ft2 0.25 0.8 2 E Exterior Frame - Wood 19 328 ft2 0.25 0.8 3 S Exterior Frame - Wood 19 208 ft2 0.25 0.8 4 W Exterior Frame - Wood 19 376 ft2 0.25 0.8 ' DOORS # Omt Door Type Storms U-Value Area 1 N 2 E Insulated Insulated None None 0.39 0.39 ' 20.5 ft2 19.36 ft2 WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. # Ornt Frame Panes NFRC U-Factor SHGC Storms Area Overhang Depth Separation Int Shade Screening 1 N Metal 2 N Metal 3 E Metal 4 E Metal 5 S Metal 6 S Metal 7 W Metal 8 W Metal 9 W Metal Low-E Single Low-E Single Low-E Single Low-E Single Low-E Single Low-E Single Low-E Single Low-E Single Low-E Single Yes Yes Yes Yes Yes Yes Yes Yes Yes 1.3 0.75 N 8 ft2 1.3 0.75 N 8 ft2 1.3 0.75 N 4 ft2 1.3 0.75 N 12 ft2 1.3 0.75 N 15 ft2 1.3 0.75 N 15 ft2 1.3 0.75 N 8 ft2 1.3 0.75 N 15 ft2 1.3 0.75 N 15 ft2 2 ft 0 in 6 ft 0 in 2 ft 0 in 6 ft 0 in 2 ft 0 in 4 ft 0 in 2 ft 0 in 5 It 0 in 2 ft 0 in 6 It 0 in 6 ft 0 in 6 ft 0 in 6 ft 0 in 6 ft 0 in 6 It 0 in 6 ft 0 in 2 ft 0 in 6 ft 0 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None None None None INFILTRATION & VENTING / V Method SLA CFM 50 — Forced Ventilation — ACH 50 ELA EgLA Supply CFM Exhaust CFM Run Time Fraction Fan Wafts Default 0.00036 1110 7.08 60.9 114.6 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER: 15 24 kBtu/hr cfm 0.7 FALSE HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Heat Pump None HSPF: 7.7 24 kBtu/hr FALSE HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 60 gal 120 deg Solar SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF 209-002A EZINC KG170 SUPER LINE L 26 ft2 80 gal. 1.4 ' DUCTS V — Supply — — Return — Air Percent # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Interior 6 125 ftz Interior 10 ft2 Default Leakage Interior TEMPERATURES Programable Thermostat: Y Cr eiilling Fans:r ng JanX� Feb Mar X Apr Jul Augrxi Sept jHeat Nov Dec r � ] May �Jun rxi �X� X Jan [X Feb Mar X Apr ] Jun [X Jul Aug Sep 1 Occt tX� Nov DecVenting Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building ' Performance Method A - Details ADDRESS: PERMIT #: FT. PIERCEA, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls N1106.AB.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 N1106.AB.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 N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to 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 N1106.AB.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 with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 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%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.B.1.1 sides. Common ceiling & floors R-11. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 62 The lower the EnergyPerformance Index, the more efficient the home. FT. PIERCEA, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1120.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1175 a. Under Attic (Unvented) R=30.0 1175.00 f12 b. N/A R= ft2 7. Windows— Description Area c. N/A R= ft2 a. U-Factor: Sgl, U=1.30 100.00 ft2 SHGC: SHGC=0.75 11. Ducts b. U-Factor: N/A ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6,125 ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER: 15 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U-Factor: N/A ft2 HSPF:7.7 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons gallons a. Slab -On -Grade Edge Insulation R=0.0 1175.00 ft2 EF: 0.92 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 Solar:FEF=1.4 15. Credits CF, Pstat 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. Builder Signature: Address of New Home: Date: City/FL Zip: o.�zaE srAT�o� L �o 4,lili- a *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com 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. **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Qufc cS, INc Pro ect Summa Job: 1 � Date: Jan 07, 2070 Entire House By: QUICK CALCS, INC., 317 ST. LUCIE LN. Phone: 772-466-6799 Project Information For: HABITAT 1175 MODEL FT. PIERCE, FLORIDA Notes: Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Heating Summary Structure 15084 Btuh Ducts 2118 Btuh Central vent (83 cfm) 2568 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 19770 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Area (ft2) Heating I M Cooling 11 A Volume (ft') 9536 9536 Air changes/hour Equiv. AVF (cfm) 0.45 72 0.23 37 Heating Equipment Summary Make Lennox Trade 14HPX SERIES Model 14HPX-030-230* ARI ref no. 1275799 Efficiency Heating Input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 278000 Btuh @ 47°F O 0 cfm 0 cfm/Btuh 0 in H2O Sensible Cooling Equipment Load Sizing Structure 15633 Btuh Ducts 5370 Btuh Central vent (83 cfm) 1376 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 21259 Btuh Latent Cooling Equipment Load Sizing Structure 2727 Btuh Ducts 1444 Btuh Central vent (83 cfm) 3486 Btuh Equipment latent load 7657 Btuh Equipment total load 28916 Btuh Req. total capacity at 0.70 SHR 2.5 ton Cooling Equipment Summary Make Lennox Trade 14HPX SERIES Cond 14HPX-030-230* Coil CBX27UH-030-230*+TDR ARI ref no. 1275799 Efficiency 15 EER Sensible cooling 20020 Btuh Latent cooling 8580 Btuh Total cooling 28600 Btuh Actual air flow 953 cfm Air flow factor 0.045 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.75 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 1 -F�F- wrightsoit- Right -Suite® Universal 7.1.08 RSU08101 2011-Jan-25 13:43:12 ,4CX>. C:1Documents and SettingsWikki_21My Documents\Wrightsoft HVACkHABITAT-1175 MODEL.rup Calc = MJ8 Page 1 Right-lO Worksheet Job: Entire House Date: Jan 07, 2010 By: QUICK CALCS, INC., 317 ST. LUCIE LN. Phone: 772-466-6799 1 Room name Entire House BEDROOM 1 2 Exposed wall 140.0 ft 27.0 ft 3 4 5 Ceiling height Room dimensions Room area 8.0 ft p 1192.0 ft2 8.0 ft heat/cool 11.0 x 16.0 ft 176.0 ftz Ty Construction U-value Or HTM Area (W) Load Area (W) Load number (Btuh/ft�OF) (13tuhlft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6, 12E-0sw 0.068 n 1.00 1.35 209 172 327 232 - - 0 0' 0 0 1A-clam 1.270' n- 35.56 2481 8 0 284 198 0 0 0 0 IA-clom 1270 n 35.56 17.90 8 ,° 0, 284 143 0 0 0 0 11D0 0.390 n 10.92. 11.31 20 20 223 231 0 0 0 0 11 12E-0sw 1A-clom 0.068 1.270 a a 1.90 35.56 1.35 91.12 328 4 293 0 557 142 396 364 128 0 128 0 244 0 173 0 1A-clom 1.270 a 35.56 32.23 12 0 427 387 0 0 0 0 11 DO 0.390 a 10.92 11.31 19 19 210 218 0 0 0 0 Upl 12E-Osw . 0:068 s 1.90 1.35 208 178 339 241 86 73 139 99 1A-cl om 1A-clom 1.270 1.270 s , s 35.56 35.56 34.77 12.14 .15 15 15 15 533 533: 522 182' 15 - 0, 15 0 . 533 0 622 A Lt-- CGS V�i12E-Osw 0.068 w 1.90 1.35 376 330 628 447 0 0 0 0 IA-clom 1.270 w 35.56 91.12 16 0 569 1458 0 0 0 0 IA-clom 1.270 w 35.56 63.86 15 0 533 958 0 0 0 0 IA-clom 12C-Osw 1.270 0.091. w . - 35.56 2.66 28.26 1.28 15 144 0 144 533 367 424 185 0 0 0 0 0 0 0 0 P C 16A-30ad 0.032 - 0.90 2.32 1192 1192 1068 2765 176 176 158 408 F 22A-tph 1.358 - 38.02 0.00 1.1.92 140 5323 0 - 176 27 ..1027 0 6 c) AED excursion 1899 280 Envelope loss/gain 12883 11250 2100 1482 12 a) Infiltration 2201 603 424 116 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 2 460 Appliances @ 1200 2 2400 01 0 Subtotal (lines 6 to 13) 15084 16633 2525 2058 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 4 11 14 Subtotal 15084 15633 2529 2069 15 Duct loads 14% 34% 2118 5370 14% 34% 355 711 Total room load 17202 21003 2885 2779 Air required (cfm) 0 953 0 126 Printout certified by ACCA to meet all reouirements of Manual J 8th Ed. . GA - wrightsoft- Right -Suite® universal 7.1.08 RSU08101 2011-Jan-25 13:43:12 C:\Documents and SettingsWikki_2\My Documents\Wrightsoft HVAC\HABITAT- 1175 MCDEL.rup Calc = MJ8 Page 1 A ' Right-M Worksheet Job: Entire House Date: Jan 07, 2010 By: QUICK CALCS, INC., 317 ST. LUCIE LN. Phone: 772-466-6799 1 Room name BEDROOM 2 BATH 2 2 Exposed wall 28.0 ft 5.0 ft 3 Ceiling height 8.0 ft heat1cool 8.0 ft heattcool 4 Room dimensions 15.0 x 13.0 ft 1.0 x 51.0 ft 5 Room area 195.0 ft2 51.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuhlft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw 0.068 n 1.90 1.35 0,. 0 0 0 6 0 0 0 IA-clom 1.276 n 35.56 24:81 0 0 0 0 0 0 0: 0 1A-clom 1.276 n 35.56 , 17.90 0 0 0 0 0 0 0 0 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 11 12E-0sw 1A-clom 0.068 1.270 a a 1.90 35.56 1.35 91.12 0 0 0 0 0 0 0 0 40 4 36 0 69 142 49 364 1A-clam 1.270 a 35.56 32.23 0 0 0 0 0 0 0 0 11DO 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 1N ;�(C, 12E-Osw 0.068 s 1.90 1.35 120 105 200 142 0 0 0 0 IA-clom IA-clom 1.270 1,.270' s s 35.56 35.56 34.77 12.14 0 15 0 15 0 633 0 182 0 0 0 0 0 0 0 0 12E-0sw 0.068 w 1.90 1.35 104 89 169 120 0 0 0 0 IA -clam 1.270 w 35.56 91.12 0 0 0 0 0 0 0 0 IA-clom 1.270 w 35.56 63.86 0 0 0 0 0 0 0 0 IA-clom 12C-Osw 1.270 0.091` w - 35.56 2.55 28.26 1.28 15 0 0 0 533 0 424 0 0 48 0 48 0 122 0 62 P C 16A-30ad 0.032 0.90 2.32 195 195 175 452 51 51 46 118 IF 22A-tph 1.358 38.02 0.00 195 28 1065 0 ! 51 5 190 0 6 c) AED excursion 392 82 Envelope losstgain 2676 1713 569 675 12 a) Infiltration 440 121 79 22 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances @ 1200 0 0 0 1 0 Subtotal (lines 6 to 13) 3116 2293 648 697 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 13 33 10 26 14 Subtotal 3129 2326 658 722 15 Duct loads 14% 34% 439 799 14% 34% 92 248 Total room load 3569 3125 750 971 Air required (cfm) 0 142 0 44 Printout certified by ACCA to meet all reouirements of Manual J 8th Ed. .P. w. igr�tsort- Right -Suite® Universal 7.1.08 RSU08101 2011-Jan-25 13:43:12 C:\Documents and SettingsWikki_21My Documents%Wrightsoft HVACIHABITAT- 1175 MODEL.rup Calc = MJ8 Page 2 Right-M Worksheet Entire House QUICK CALCS, INC., 317 ST. LUCIE LN. Phone: 772-466-6799 Job: Date: Jan 07, 2010 By: 1 Room name BEDROOM 3 HALL 2 Exposed wall 15.0 ft 0 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heattcool 4 Room dimensions 1.0 x 142.0 ft 1.0 x 87.0 ft 5 Room area 142.0 ft' 87.0 ft' Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number (Btuh/ftz-°F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V�I�C 12&0sw 0.068 n 1.90 1.36 0 0 0 0 0 0: 0 0 IA-clom 1.270 ' n 35.56 24.81 0 0 0 0 0 0 0 0 {-G IA-clom 1.270 n 35.56 17.90 0 0 0 0 0 0 0 0 L-0 11D0 0.390 n 10.92 11.31; 0 0 0 0 0 0 0 0 11 12E-0sw 0.068 a 1.90 1.35 0 0 0 0 0 0 0 0 1A-clom 1.270 a 35.56 91.12 0 0 0 0 0 0 0 0 1A-clom 1.270 a 35.56 32.23 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 1.90 1.35 0 0 01 0, 0 0 0 0 IA-clorn 1A-clorn 1.270 1.270 s s 35.56 35.56 34.77' 12.14 • 0 0 0 0 0 0' 0 , 0 0 0' 0. 0 0 0 0 0 VWiWi�1 12E-Osw 0.068 w 1.90 1.35 120 105 200 142 0 0 0 0 1A-clom 1.270 w 35.56 91.12 0 0 0 0 0 0 0 0 IA-clom 1.270 w 35.56 63.86 15 0 533 958 0 0 0 0 IA-clom 12C-Osw. 1.270 0.091 w 35.56 2.55 28.26 1.28 0 0 0 0 0 °0 0 0., 0 0 0 0 0 0 0 0 P C 16A-30ad 0.032 - 0.90 2.32 142 142 127 329 87 87 78 202 F 22A-tph 1.358 - 38.02 0.00 142 15. 570 0 87 0 0 0 6 c) AED excursion 594 -10 Envelope loss/gain 1431 2023 78 192 12 a) Infiltration 236 65 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 01 0 0 Subtotal (lines 6 to 13) 1667 2088 78 192 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 28 70 -78 -192 14 Subtotal 1695 2158 0 0 15 Duct loads 14% 34% 238 741 14% 34% 0 0 Total room load 1933 2899 0 0 Air required (cfm) 0 132 0 0 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite® Universal 7.1.08 RSU08101 2011-Jan-25 13:43:12 C:\Documents and SettingsWikki_2WIy Documents\Wrightsoft HVAC\HABITAT- 1175 MODEL.rup Calc = MJ8 Page 3 RighW@ Worksheet Entire House QUICK CALCS, INC., 317 ST. LUCIE LN. Phone: 772-466-6799 Job: Date: Jan 07, 2010 By: 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area LIVING ROOM 34.0 ft 8.0 it heat/cool 15.0 x 19.0 ft 285.0 ft' BATH 0 ft 8.0 It heat/cool 1.0 x 51.0 ft 51.0 ft2 Ty Construction number U-value (Btuh/ft; °F) Or HTM (Btu � Area (ft s or perimeter (ft) t Load (Btuh) Area M or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 V12E-Osih 4A-clom IA-clom 11130 12E-0sw 1A-clom IA-clom 11 DO 12E-0sw 1A-clom 1A-clom 12E-0sw IA-clom IA-clom IA-clom 12C-Osw 16A-30ad 22A-tph 0.068 1.27O 1.270 .0:390 0.068 1.270 1.270 0.390 0.068 1.270 1.270 0.068 1.270 1.270 1.270 0.091% 0.032 1.358 n n n n a a a a s s s w w w w - - 1.90 35.56 35.56 10.92 1.90 35.56 35.56 10.92 1.90 35.56 35.56 1.90 35.56 35.56 35.56 2.55 0.90 38.02 1.35 "" 24.81 17.90 11.31 1.35 91.12 32.23 11.31 1.35 34.77 12;14 1.35 91.12 63.86 28.26 1.28 2.32 0:00 120 - 8 - 0 20 0 0 0 0 '0 0 0' 152 16 0 0 0 285 285 92 0 0 20 0 0 0 0 0 0 0 136 0 0 0 0 285 `: 34 174 284 0 223 0 0 0 0 0 0 '0' 259 569 0 0 0 255 1293 124 : 198 0 231 0 0 0 0 0 0 0. 184 1458 0 0 0 661 0 0 0 0 _ 0 0 0 0 0 0 0. 0 0 0 0 0 64 51 51! 0 0 0` 0 0 0 0 0 0 0 0 0 0 0 0 64 51 0 6 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 163 46 .. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 62 118 0 W, {��-pGG P' C IF 6 c) AED excursion 573 -10 Envelope loss/gain 3058 3430 209 191 12 a) Infiltration 534 146 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 1 12001 0 1 0 Subtotal (lines 6 to 13) 3592 4776 209 191 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 14% 34% 0 0 7 3600 506 0 0 18 4794 1647 14% 34% 0 0 13 222 31 0 0 33 224 77 Total room load Air required (cfm) 4105 0 6441 292 253 0 301 14 Printout certified by ACCA to meet all requirements of Manual J 8th Ed -FW wrigr.tsort- Right -Suite® Universal 7.1.08 RSU08101 2011-Jan-2513:43:12 C:\Documents and SettingskNikki Wy DocumentslWrightsoft HVACIHABITAT- 1175 MODEL.rup Calc = MJ8 Page 4 Right-M Worksheet Job: Entire House Date: Jan 07, 2010 By: QUICK CALCS, INC., 317 ST. LUCIE LN. Phone: 772-466-6799 1 2 Room name Exposed wall KITCHEN/DINING 31.0 ft 3 Ceiling height 8.0 ft heat1cool 4 5 Room dimensions Room area 1.0 x 205.0 ft 205.0 ftz Ty Construction number U-value (Btuh/ftz-°F) Or HTM (Btuh/ft2) Area (W) or perimeter (ft) Load (Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1N--C 12E-Osw ' 1A-cl om 0.068 1.270 n n - 1.96 35.56 1.35. " 24.81; 88 0 80 0 152. 0 108' 0 I-G IA-c1om 1.270 n 35.56 17.90 8 0 284 1421 I---D 11DO. 0.390 n 10.92 11.31 0 0 _ 0 0 11 12E-0sw IA -clam 1.270 1.270 a a 1.56 35.56 1.12 91.12 160 0 120 0 245 0 170 0 1A-clom 1,270 a 35.56 32.23 12 0 427 387 11 DO 12E-Osw IA-clom IA-clom ' 0.390 0.068 1.270 1.270 a s s. s 10.92 1.90 35.56 35,56 11.31 1.35 '34.77 " 12.14' 19 0 0 0 19 0 0 . 0 210 0 0 0 218 0 0 0 I-G WiWiWi 12E-0sVhw 0.068 w 1.90 1.35 0 0 0 0 1A-clom 1.270 w 35.56 91.12 0 0 0 0 IA-clom 1.270 w 35.56 63.86 0 0 0 0 IA-clom 12C=0sw 16A-30ad 22A-tph 1.270 0.09.1'. 0.032 1.358 w - - - 35.56 2.55 0.90 38.02 28.26 1.28 2.32 ,0.00 0 32 205 205 0 32 205 31 0 82 184 1179 0 41' 476 0 P C F 6 c) AED excursion _1 Envelope loss/gain 2763 1546 12 a) Infiltration 487 133 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 2 460 Appliances @ 1200 1 1200 Subtotal (lines 6 to 13) 1 3250 3339 Less external load 0 0 Less transfer Redistribution 0 0 0 0 14 Subtotal 3250 3339 15 Duct loads 14% 34% 456 1147 Total room load Air required (cfm) 3707 0 4487 204 Printout certified by ACCA to meet all requirements of Manual J 8th Ed Right -Suite® Universal 7.1.08 RSU08101 2011-Jan-25 13:43:12 C:\Documents and SettingskNikki_21My Documents\Wrightsoft HVAC\HABITAT- 1175 MODEL.rup Cale = MJ8 Page 5 OFFICE USE ONLY. DATE FILED: J � 2� REVISION FEET�.. . 1. LOCATION/SITE ADDRESS: PIERMIT# 0 -RECEIPT# �7- j-- BUILDING & CODE REGO 2300VIRGDilAA -----F0RT-PIERCE, -FL-. (772) 462455 ---- - ------ APP111CATION FOR BULWD 2. DJETAILED, DESCRIPTION OF PROJECT REVISIONS: 3. 4. 5. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE COUNTY CERT. BUSINESS NAME: QUALIFIERS NAM: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX- OWNER/BUILDER INFORMATION: NAME: \xo", ADDRESS: —76%. .5 tfV% 5JcC,,4,'V- CITY: , 1:-. 4 . STATE: — P L- ZIP: '-.q 5 0 PHONE: -n2 \,-I FAX: — ARCHITECT/ENGINEERINFORMATION, NAME.. ADDRESS:. Tro- crff: STATE: CL ZIP: 5 j- PHONE (DAYT-IME): "I 4,. g e, o c' FAX' 3615 SLCCC: 9t23/09 Revised 04/26/2010 Treasure Harvey E. Roehnen C OaSt Professional Engineer #32831 B u 1ld 111g Architect #AR0009471 E n.9ineer:si , - Certified General Contractor #CGCO24776 Inc. May 4, 2011Big _ . FILE OFT - - To: St Lucie,`Q Co Building Dept - ` Re: PN#SLC J 012-,0108 ' • - 2009 N 46StJt Pierce For: ;St Lucie Habitat for Humanity - _r To Whom It May Concern, This letter. serves as notification for the above referenced project. The attic 'insulation for this project has been changed from R-30 spray foam to. R-30 Batts insulation. TNs_product meets current FBC 2007 with 2009 amendments. = - If you nave -any questions, please contact our 'office. Thal k!you. Respectfully,Submitted,, ♦4�, t,1(i/L6� /r Per , . ,y .. - - - . e :a7A Harvey E. Koehnon, PE 32831 i President ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE REVIEWED BY .DATE / PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE; .T.0 B E Inc. 7205 Elyse Circle rtetiE---(77.2) g66-550 Port Saint Lucie FAX (772) 489-3035 Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com WEB SITE http://vMw.tcbeweb.com L-(:- 164 - U I (id FORM 11 OOA-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION mn+ e%f r,^Mmf lr%i-hl Affairo Pmaiejd=ri+in1 13,=rf^rmnnCe KAck+h^tj A F kor i d a L-04F-,jJ I LM-.;-Il IL %J1 %.I%.Il 1 11 1 I%Al llly is %? 1 xw%o'l--4vj lu'.41 I vt owl t K z%64l 1 %VkwLl . lw%A I % Project Name: HABITAT- 1175 MODEL- Street: Builder Name: Permit Office: City, State, Zip: FT. PIERC5A, FL, Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1120.00 112 b. NIA R= f? 3. Number of units, If multiple family I c. N/A R= fV 4. Number of Bedrooms 3 d. N/A R= fI2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (W) 1175 a. Under Attic (Unvented) R=30.0 1175.00 ft2 b. NIA R= ft2 7. Windows Description Area c. N/A R= a. U=ractor. SgI' U=1.30 100,00 ft2 SHGC: SHGC=0.75 11. Ducts . b. U-Factor. NIA W a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6,125 ft2 SHGC: 12. Cooling systems c. U-Factor: NIA ip a. Central Unit Cap: 24.0 kBtu/hr SHOC: SEER: 16 d. U-Factor N/A 13. Heating systems SHGC-. a. Electric Heat Pump Cap: 24.0 kBtulhr e. U-Factor. NIA HSPF: 7.7 SHOC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R4.0 1175.00 W EF: 0.92 b, NIA R= ftF b. Conservafion features c. NIA Solar:FEF=1.4 15. Credits CF, Pstat Total As-Bullt Modified Loads: 17.64 Class/Floor Area: 0.085 . PASS Total Baseline L oads: 29.41 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this code. calculation indicates compliance Ene�rgy Code. r6 with the Florida PREPARED By; �'6 Before construction is completed 9 0 DATE: this building will be inspected for 0 Ill. compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes; with the Florida Ener 0 de. WE OWNER/AGENT'MU BUILDING OFFIC'AAL: DATE: I 1'N DATE: -12J, 11 /3012010 9:32 AM EnergyGauge@ USA - FlaRes2008 Page 1 of 5 PROJECT Title: HABIT AT - i 175 MODEL- Bedrooms: 3 L_Building�ype---FLAsBuilt-------- - -- --------Bathrooms:------0---- Owner: Conditioned Area: 1175 # of Units: 1 Total Stories: 1 Builder Name: Worst Case: No Permit Office: Rotate Angle: 90 Jurisdiction: Cross Ventilation: No Family Type: Single-family Whole House Fan: No New/Existing: New (From Plans) Comment: Adress Type: - ----._-.—Loth -------- SubDivision: PlatBook: Street: County: City, State, Zip: Street Address ------------ ---- — ST. LUCIE COUNTY FT. PIERCEA , FL,. CLIMATE IECC Design Temp Int Design Temp Heating Design Daily.Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ ST_LUCIE_CO_INTL 2 39 90 75 70 722 62 Low FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 140 ft 0 1175 ft2 0 0 1 ROOF / v # Roof Gable Type Materials Area Area Roof Solar Deck Color Absor. Tested Insul. Pitch 1 Gable or Shed Composition shingles 123.8 ftZ 196 ft2 Medium 0.9 N 30 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1175 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Unvented) 30 1175 ft2 0.1 Wood WALLS # Ornt Adjacent To Wall Type Cavity Sheathing R-Value Area R-Value Framing Solar Fraction Absor. 1 2 3 4 N Exterior E Exterior S Exterior W Exterior Frame - Wood Frame - Wood Frame - Wood Frame - Wood 19 208 ft2 19 328 ft2 19 208 ft2 19 376 ft2 0.25 0.8 0.25 0.8 0.25 0.8 0.25 0.8 11/30/2010 9:32 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DOORS # Ornt Door Type Storms U-Value Area —1___N- insulated _—_ 20 - _ 2 E Insulated None 0.39 19.36 ftz WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project' section above. # Omt Frame Panes NFRC U-Factor SHGC Storms Area Overhang Depth Separation Int Shade Screening 1 N Metal 2 N Metal 3 E Metal •4 E Metal 5 S Metal 6 S Metal 7 W Metal 8 W Metal 9 W Metal Low-E Single Low-E Single Low-E Single Low-E Single Low-E Single Low-E Single Low-E Single Low-E Single Low-E Single Yes Yes Yes Yes Yes Yes Yes Yes Yes 1.3 0.75 N 8 ftZ 1.3 0.75 N 8 ftz 1.3 0.75 N 4 ftz 1.3 0.75 N 12 ftZ 1.3 0.75 N 15 ftz 1.3 0.75 N 15 ftz 1.3 0.75. N 8 ftz 1.3 0.75 N 15 ftz 1.3 0.75 N 15 ftZ 2 ft 0 in 6 ft 0 in 2 ft 0 in 6 ft 0 in 2 ft 0 in 4 ft 0 in 2 ft 0 in 5 ft 0 in 2 ft 0 in 6 ft 0 in 6 ft 0 in 6 ft 0 in 6 ft 0 in 6 ft 0 in 6 ft 0 in 6 ft 0 in 2 ft 0 in 6 ft 0 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None None None None INFILTRATION & VENTING Method SLA CFM 50 -- Forced. Ventilation ---- Run Time ACH 50 ELA- EgLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 1110 7.08 60.9 114.6 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype. Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER: 16 24 kBtu/hr cfm 0.7 FALSE HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Heat Pump None HSPF: 7.7 24 kBtu/hr FALSE HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 60 gal 120 deg Solar SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF 209-002A EZINC KG170 . SUPER LINE L 26 ft' 80 gal. 1.4 11/30/2010 9:32 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS --- Supply -- -- Return ---- Air Percent /� V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Interior 6 125 ft2 Interior 10 ftz Default Leakage Interior TEMPERATURES Programable Thermostat: Y Ceiling Fans: Jan CoolingNX HeatinJan [[XX]] Feb [X] Feb [[X] Mar [X] Mar [[XX]] [X] A r Apr [X] Ma [X] May Jul [X] Jun Jul [[XX�� Jun NX Au Auf [XX]� Se X] Sep Se [[X]] Oct [X] Oct Oct Nov Nov, Nov Dec Dec Dec Ventin Jan [[XX]] Feb [[�Xl] Mar [[XX]] Apr [X] May [[Xjj Jun Jul [X Aug lX] L[XX]l [[XXX]ll [X l� Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 80 78 80 78 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 Heating (WEH) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 11/30/2010 9:32 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 K FORM 1100A-08 Code Compliance Cheklist _R_-,idPn.tia1-WhnIP Buildina-P-erformance-Method-A- =Details --------------- ADDRESS: PERMIT #: FT. PIERCEA, FL, INFII TRATInN REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls N1106.AB.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 corners; 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 N1106.AB.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 N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to 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 N1106.AB.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 with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. nTLJI=D DRGCrRIPTIVF MPARI IRFS (mimt he met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be rovided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 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%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2:4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each s stem. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.6.1.1 sides. Common ceiling & floors R-11. 11/30/2010 9:32 AM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) ESTIMATED ENERGY PERFORMANCE INDEX* = 60 The lower the EnergyPerformance Index, the more efficient the home. FT. PIERCEA, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area a. Frame - Wood, Exterior R=19.0 1120.00 ftz 2. Single family or multiple family Single-family b. N/A R= ft 3. Number of units, if multiple family. 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Unvented) R=30.0 1175.00 ft2 6. Conditioned floor area (ft2) 1175 b. N/A R= ft2 7. Windows— Description Area c. N/A R= ft2 a. U-Factor: Sgl, U=1.30 100.00 ftZ 11. Ducts SHGC: SHGC=0.75 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6,125 ft2 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER: 16 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U-Factor: N/A ft2 HSPF:7.7 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1175.00 ft2 EF: 0.92 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 Solar:FEF=1.4 15. Credits CF, Pstat 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. Builder Signature: Address of New Home: Date: City/FL Zip: *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA 7 FlaRes2008 V COPY ENERGY PERFORMANCE LEVEL ESTIMATED ENERGY PERFORMANCE INDEX* = 60 The lower the EnergyPerformance Index, the more efficient the home. FT. PIERCEA, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1120.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1175 a. Under Attic (Unvented) R=30.0 1175.00 ftz b. N/A R= ft2 7. Windows— Description Area c. N/A R= ft2 a. U-Factor: Sgl, U=1.30 100.00 ft2 SHGC: SHGC=0.75 11. Ducts b. U-Factor: N/A ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 125 ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER: 16 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U-Factor: N/A ft2 HSPF:7.7 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1175.00 ft2 EF: 0.92 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 Solar:FEF=1.4 15. Credits CF, Pstat 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. Builder Signature: _ Date: Address of New Home:�UpC�NL��t� SS� City/FL Zip: Department of Community Affairs at (850) 487-1824. -T�KE SrArF 90 v **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Job #: Performed for: HABITAT 1175 MODEL FT. PIERCE, FLORIDA Sheet 7 QUICK CALCS, INC. 317 ST. LUCIE LN. Phone: 772-466-6709 Scale: 1 : 74 Page 1 Right -Suite® Universal 7.1.08 RSU08101 2010-Dec-06 09:39:16 C:1Documents and SettingslNikki 21,.. Job: uzc c.Lcs,?c. Project Summary Date: Jan 07, 2010 Entire House By: QUICK CALCS, INC., 317 ST. LUCIE LN. Phone: 772-466-6799 Project Information For: HABITAT 1175 MODEL FT. PIERCE, FLORIDA Notes: FILECOPY Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside .db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 °F - Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15084 Btuh Structure 12773 Btuh Ducts 1632 Btuh Ducts 4249 Btuh Central vent (43 cfm) 1337 Btuh Central vent (43 cfm) 716 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18053 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 16851 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2327 Btuh Ducts 1119 Btuh Heating Cooling Central vent (43 cfm) 1815 Btuh Area (ftz) 1175 1175 Equipment latent load 5261 Btuh Volume (fta) 9536 9536 Air changes/hour 0.45 0.23 Equipment total load 22111 Btuh Equiv. AVF (cfm) 72 37 Req. total capacity at 0.70 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Amana Make Amana Trade Trade Model SSZ160241A Cond SSZ160241A ARI ref no. 3305562 Coil •AEPF313716A1 ARI ref no. 3305562. Efficiency 9.5 HSPF Efficiency 16 EER Heating input Sensible cooling 16800 Btuh Heating output 23000 Btuh @ 47'F Latent cooling 7200 Btuh Temperature rise 0 OF Total cooling 24000 Btuh Actual air flow 0 cfm Actual air flow 800 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.77 Bolditalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. i� -old- wrightsoft' Right -Suite® Universal 7.1.08 RSU08101 2010-Nov-22 14:55:51 ACCK CADocuments and SettingslNikki_21My Documents0rightsoft HVACIHABITAT- 1175 MODEL.rup Calc = MJ8 Page 1 CW16K ca Kcs, W CA, Right-J® Worksheet Entire House QUICK CALCS, INC., 311 ST. LUCIE LN. Phone: 772466-6799 Job: Date: Jan 07, 2010 By: 1 Room name Entire House BEDROOM 1 2 Exposed wall 140.0 ft 27.0 ft 3 Ceiling height 8.0 ft p 8.0 ft heat/cooi 4 Room dimensions 11.0 x 16.0 ft 5 Room area 1192.0 ftz 176.0 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number (Btuh/ftz-°F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vh12E-Osw 0.066 n 1.90 1.35 208 172 327 232 0 0 0 0 IA-clom 1.270 n 35.56 24.81 8 0 284 198 0 0 0 0 IA-clom 1.270 n 35.56 17.90 8 0 284 143 0 0 0 0 11 DO 0.390 n 10.92 11.31 20 20 223 231 0 0 0 0 11 V�J 12E-Osw 0.068 a 1.90 1.35 328 293 557 396 128 128 244 173 1A-clom 1.270 a 35.56 91.12 4 0 142 364 0 0 0 0 ILL-CGpI 1A-clom 1.270 a 35.56 32.23 12 0 427 387 0 0 0 0 . 11 DO 0.390 a 10.92 11.31. 19 19 210 218 0 0 0 0 VV 12E-Osw 0.068 s 1:90 1.35 208 178 339 241 88 73 139 99 1A-clom 1.270 s 35.56 34.77 15 30 533 522 15 15 533 522 1A-clom 1.270 s 35.56 12.14 15 30 533 182 0 0 0 0 V�/ 12E-Osw 0.068 w 1.90 1.35 376 330 628 447 0 0 0 0 �L-�GGI IA-clom 1.270 w 35.56 91.12 16 0 569 1458 0 0 0 0 1A-clom 1.270 w 35.56 63.86 15 0 533 958 0 0 0 0 1A-clom 1.270 w 35.56 28.26 15 0 533 424 0. 0 0 0 P 12C-Osw 0.091 2.55 1.28 144 144 367 185 0 0 0 0 C 16A-30ad 0.032 0.90 2.32 1192 1192 1068 2765 176 176 _ 158 408 .F 22A-tph 1.358 38.02 0.00 1192 140 5323 0 176 27 1027 _ _ 0 6. c) AED excursion 1899 257 Envelope loss/gain 12883 11250 2100 1459 12 a) Infiltration 2201 603 424 116 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 2 460 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 15084 12773 2525 2035 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 4 11 14 Subtotal 15084 12773 2529 2046 15 Duct loads 11% 33% 1632 4249 11% 33% 274 681 Total room load 16716 17021 2803 2727 Air required (cfm) 0 800 0 128 Printout certified bV ACCA to meet all requirements of Manual J 8th Ed. - r Right -Suite@) Universal 7.1.08 RSU08101 2010-Nov-22 14:55:51 .4C51k C:\Documents and Settings\Nikki_21My Documents\Wrightsoft HVAC\HABITAT- 1175 MODEL.rup Calc = MJ8 Page 1 icr tOV8Nvc. Right-J® Worksheet Job: Entire House Date: Jan 07, 2010 By: QUICK CALCS, INC., 317 ST. LUCIE LN. Phone: 772-466-6799 1 Room name BEDROOM 2 BATH.2 2 Exposed wall 28.0 ft 5.0 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 15.0 x 13.0 ft 1.0 x 51.0 ft 5 Room area 195.0 ft2 51.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft') Load number (Btuh/W °F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vh12E-Osw, 0.068 n 1.90 1.35 0 0 0 0 0 0 0 0 IA-clom 1.270 n 35.56 24.81 0- 0 0 0 0 0 0 0 IA-clom 1.270 n 35.56 17.90 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0. 0 0 11 12E-0sw 0.068 a 1.90 1.35 0 0 0 0 40 36 69 49 1A-clom 1.270 a 35.56 91.12 0 0 0 0 4 0 142 364 1A-clom 1.270 a 35.56 32.23 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.92 11.31 0 0 _ 0 _ _ 0. 0 _ 0- 0 0 V+J 12E-Osw 0.068 s 1.90 1.35 120 - 105 - 200 142 0 0 0 0 1A-clom 1A-clom 1.270 1.270 s s 35.56 35.56 34.77 12.14 0 15 0 15 0 533 0 182 0 0 0 0 0 _ 0 0 _ _0 12E-0sw 0.068 _ w 1.90 1.35 104 89 169 120 0 0 0 0 1A-clom 1.270 w 35.56 91.12 0 0 0 0 0 0 0 0 1A-clom 1.270 w 35.56 63.86 0 0 0 0 0 0 0 0 IA-clom 1.270 w 35.56 28.26 15 0 533 424 0 0 0 0 P 12C-Osw 0.091 2.55 1.28 0 0 0 0 48 48 122 62 C 16A-30ad 0.032 0.90 . 2.32 195 195 - _175 452 51 _ 51 .46 .-- 118 F 22A-tph 1.358 38.02 0.00 195- 28 1065 0 51 5 190- 0 6 c) AED excursion 394 74 Envelope loss/gain 2676 1715 569 667 12 a) Infiltration 440 121 79 22 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 3116 1835 648 689 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 13 33 10 26 14 Subtotal 3129 1868 658 716 15 Duct loads 11% 33% 339 621 11% 33% 71 238 Total room load 3468 2490 729 952 Air required (cfm) 0 117 0 45 Printout certified by ACCA to meet all requirements of Manual J .8th Ed. -�- wwi7.1.08 RSU08101 2010-Nov-2214:55:51 AM C:\Documents and Settings\Nikki_2\My Documents\Wrightsoft HVAC\HABITAT- 1175 MODEL.rup Calc = MJ8 Page 2 0VICK40.Ati •s, u+�c. Right-J® Worksheet Job: Entire House Date: Jars 07, 2010 By: QUICK CALCS, INC., 317 ST. LUCIE LN. Phone: 772-466-6799 1 Room name BEDROOM 3 HALL 2 Exposed wall 15.0 ft 0 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 142.0 ft 1.0 x. 87.0 ft 5 Room area 142.0 ft2 87.0 ft2 Ty Construction U-value Or , HTM Area (ft2) Load Area (ft2) Load number (Btuh/ftz-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-0sw 0.068 n 1.90 1.35 0 0 0 0 0 0 0 0 1A-clom 1.270 n 35.56 24.81 0 0 0 0 0 0 0 0 IA-clom 1.270 n 35.56 17.90 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.92 11.31 _ 0 0 0_ 0 0 -.0 0 0 11 Vh12E-0sw 0.068 a 1.90 1.35 0 0 0 0 0 0 0 0 1A-clom 1.270 e. 35.56 91.12 0 0 0 0 0 0 0 0 1A-clom 1.270 a 35.56 32.23 0 0 0 0 .0 0 0 0 11 DO 0.390 a 10.92 11.31 0_ 0 0 0 0 0_ 0 0 V+J 12E-Osw 0.068 s 1:90 1.35 0 0 0 0 0 0 0 0 1A-clom 1.270 s 35.56 34.77 0 0 0 0 0 0 0 0 L�-GG 1A-clom 1.270 s 35.56 12.14 0 0 0 0 0 0 0 0 V+J 12E-Osw 0.068 w 1.90 _ 1.35 120 105 200 142 0 0 0 0 1A-clom 1.270 w 35.56 91.12 0 0 0 0 0 0 0 0 IA-clom 1.270 w 35.56 63.86 15 0 533 958 0 0 0 0 i��GCGI IA-clom 1.270 w 35.56 28.26 0 0_ 0 0 0 0_ 0 0 P 12C-Osw 0.091 2.55 1.28 0 0 0_ 0 0 0 0 0 C 16A-30ad 0.032 0.90 2.32 142 142 127 329 87 87 78 202 F 22A7tph 1.358 38.02 0.00 .142 .15 570 0 87 0 _ 0 -0 6 c) AED excursion 671 -12 Envelope loss/gain 1431 2000 78 190 12 a) Infiltration 236. 65 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances @ 1200 0 0 0 0 0 0 . 0 0 Subtotal (lines 6 to 13) 1667 2065 78 190 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 28 69 -78 -190 14 Subtotal 1695 2134 0 0 15 Duct loads 11% 33% 183 710 11% 33% 0 0 Total room load 1879 2844 0 0 Air required (cfm) I 1 0 134 10 0 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. - wrigF�rsofFt- Right -Suite® Universal 7.1.08 RSU08101 2010-Nov-22 14:55:51 ACC--P. C:\Documents and Settings\Nikki_2\My Documents\Wrightsoft HVAC\HABITAT- 1175 MODEL.rup Calc = MJ8 Page 3 Right-J® Worksheet Job: Entire House Date: Jan 07, 2010 By: QUICK CALCS, INC., 317 ST. LUCIE LN. Phone: 772466-6799 1 Room name LIVING ROOM BATH 2 Exposed wall 34.0 ft 0 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 15.0 x 19.0 ft 1.0 x 51.0 ft 5 Room area 285.0 ftz 51.0 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number (Btuh/ftz-°F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat , Cool 6 Vh12E-Osw 0.068 n 1.90 1.85 120 92 174 124 0 0 0 0 IA-clom 1.270 n 35.56 24.81 8 0 284 198 0 0 0 0 1A-clom 1.270 n 35.56 17.90 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.92 11.31 20 20 223 231 0 .0 0 0 11 12E-Osw 0.068 a 1.90 1.35 0 0 0 0 0 0 0 0 1A-clom 1.270 a 35.56 91.12 0 0 0 0 0 0 0 0 IA-clom 1.270 a 35.56 32.23 0 0 0 0 0 0 0 0 11DO 0.390 a 10.92 11.31_ 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 1.90 1.35 0 0 0 0 0 0 0 0 IA-clom 1.270 s 35.56 34.77 0 0 0 0 0 0 0 0 L-CG IA-clom 1.270 s 35.56 12.14 0 0 0 0 0 0_ 0_ 0 12E-Osw 0.068 ' w 1.60 1.35 152 136 259 184 0 0 0 0 1A-clom 1.270 w 35.56 91.12 16 0 569 1458 0 0 0 0 T-�-G 1A-clom 1.270 w 35.56 63.86 0 0 0 0 0 0 0 0 1A-clom 1.270 w 35.56 28.26 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.55 1.28 0 0 0 0 64 64 163 82 C 16A-30ad 0.032 - 0.90 2.32 285 285 255 661 51 51 46 118 F 22A-tph 1.358 38.02 0.00 285 34 1293 .0 51 0 _ 0 _ 0 6 c) AED excursion 593 -12 Envelope loss/gain 3058 3449 209 188 12 a) Infiltration 534 146 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 3592 3596 2091 188 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 7 18 13 33 14 Subtotal 3600 3614 222 221 15 Duct loads 11% 33% 389 1202 11% 33% 24 74 FlTotal room load 3989 4816 246 295 Air required (cfm) 1 01 2261 0 14 Printout certified by ACCA to meet all requirements of Manual J wr :gFttsoft' Right-SuiteO Universal 7.1.08 RSU08101 ACCk C:\Documents and Settings\Nikki_2\My Documents\Wrightsoft HVAC\HABITAT- 1175 MODEL.rup Calc = MJ8 2010-Nov-22 14:55:51 Page 4 r°_`, - S• INS. Right-J® Worksheet Job: Entire House Date: Jan 07, 2010 y By: QUICK CALCS, INC., 317 ST. LUCIE LN. Phone: 772466-6799 1 Room name KITCHEN/DINING 2 Exposed wall 31.0 ft 3 Ceiling height 8.0 ft . heat/cool 4 Room dimensions 1.0 x 205.0 ft 5 ,Room area 205.0 ft' Ty Construction U-value Or HTM Area W) Load Area Load number (Btuh/ft? °F) (Btuh/ft') or perimeter (ft). (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WWV 12E-Osw 0.068 n 1.90 1.35 88 80 152 108 1A-clom 1.270 n 35.56 24.81 0 0 0 0 1A-clom 1.270 n 35.56 17.90 8 0 284 143 11D0 0.390 n 10.92 11.31 0 0 0 0 11 Vh12E-Osw 0.068 a 1.90 1.35 160 129 245 174 IA-clom 1.270 a 35:56 91.12 0 0 0 0 1A-clom 1.270 a 35.56 32.23 12 0. 427 387 11 DO 0.390 a 10.92 - 11.31 19 19 _ 210 218 12E-0sw 0.068 s 1.90 1.35 0 _ 0 _ 0 0 I-G l,A-clom 1.270 s 35.56 34.77 0 0 0 0 II----GG 1A-clom 1.270 s 35.56 12.14 0 0 0 0 12E-0sw 0.068 w 1.90 1.35 0 0 0. 0 IA-clom 1.270 w 35.56 91.12 0 0 0 0 IA-clom 1.270 w 35.56 63.86 0 0 0 0 IA-c1om 1.270 w 35.56 28.26 0 0 0 0 P 12C-Osw 0.091 2.55 1.28 32 32 82 41 C 16A-30ad 0.032 0.90 2.32 205 205 184 476 F 22A-tph 1.358 . - 38.02 0.00 .205 31 11.79 0 6 c) AED excursion 34 Envelope loss/gain 2763 1581 12 a) Infiltration 487 133 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 2 460 Appliances @ 1200 0 10 Subtotal (lines 6 to 13) 3250 2175 Less external load 0 0 Less transfer 0 0 Redistribution - 0 0 14 Subtotal 3250 2175 15 Duct loads 11% 33% 352 723 Total room load 3602 2898 Air required (cfm) 1 0 136 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. - wr:yr.rsofc- Right -Suite® Universal 7.1.08 RSU08101 2010-Nov-22 14:55:51 ACZk C:\Documents and Settings\Nikki_2\My Documents\Wrightsoft HVAC\HABITAT- 1175 MODEL.rup Calc = MJ8 Page 5 This document was created with Win2PDF available at http://www.win2pdf.com. The unregistered version of Win2PDF is for evaluation or non-commercial use only. This page will not be added after purchasing Win2PDF. � o of I Sheet 1 I-45I:113 cfm V OXtV� . EEEEEI Job #: Scale: 1 : 74 Performed for: Page 1 HABITAT 1175 MODEL QUICK CALLS, INC. Right Suite® Universal 31TST. LUCIE LN. 7.1.08 RS.U08101 FT. PIERCE, FLORIDA Phone: 772.466-6799 2010-Dec-06 09:39,16 C:1Documents and SettingslNikki 21... =l_ [0J/__C)1Cb FILE COPY MIAMI- ADE MIAMI-DADE COUNTY, FLORIDA ® METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov Eastern Metal Supply, Inc. 4268 Westroads Dr. West Palm Beach, Florida 33407 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.030" Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 09-013, titled " 0.030" Thick Galvanized Bertha Steel Storm Panel", sheets 1 through 9 of 9, and IA of 9, prepared by Tilteco, Inc., dated 02/04/2009, last revision #1 dated 02/04/2009 signed and sealed by Walter A. Tillit Jr., P.E. on 02/18/2009, bearing Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by Miami -Dade County Product Control Division. NIISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 05-0926.02 and consists of this page 1, evidence submitted pages E-1, E-2 and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAMI•DADE COUNTY NOA No. 09-0330.04 . Expiration Date: 06/07/2014 0-7 /Z2/2.001 Approval Date: 07/22/2009 Page 1 Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00-0919.10 A. DRAWINGS L Drawing No. 00-252, titled "24 Gage Galvanized Bertha Steel Storm Panels'; prepared by Tilteco, Inc., dated July 10, 2000, last revision #1 dated April 3, 2001, sheets 1 through 9 of 9, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of Galvanized Steel Storm Panels, prepared by American Test Lab of South Florida, Report No. ATL 0425.01-00, dated August 22, 2000, signed and sealed by Henry Hattem, P.E. and William R. Mehner, P.E. C. CALCULATIONS 1. Storm panel shutter Calculations; sheets 1 through 78 by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E., dated 0911112000. D. MATERIAL CERTIFICATIONS 1 Mill Certified Inspection Report, dated 05197, for Hot Dipped Galvanized coating G- 60 Steel, ASTMA653 Grade 40 (ASTM 446GR-Q by Robert O'Neil of R & R Metals, Inc., with chemical composition and physical properties. 2. Tensile Test Reports from Hurricane Engineering & Testing Inc., Job No. HETI-97- T48 dated July 17, 199 7for 20 ga. Galvanized Steel, tested per ASTME8-93, signed and sealed by Hector M. Medina, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02-0809.04 A. DRAWINGS 1. Drawing No. 02-446, titled " 24 gage Galvanized Bertha Steel Storm Panel sheets 1 through 9 of 9, prepared by Tilteco, Inc., dated September 05, 2002, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09-0330.04 Expiration Date: 06/07/2014 Approval Date: 07/22/2009 E-1 Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 04-0517.01 A. DRAWINGS 1. Drawing No. 02-446, titled " 24 gage Galvanized Bertha Steel Storm Panel sheets 1 through 9 of 9, prepared by Tilteco, Inc., dated September 05, 2002, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05-0926.02 A. DRAWINGS 1. Drawing No. 05-073, titled" 0.030 "Thick Galvanized Bertha Steel Storm Panel ", sheets I through 9 of 9, and 1A of 9, prepared by Tilteco, Inc., dated 0412512005, last revision #1 dated 0412512005 signed and sealed by Walter A. Tillit Jr., P.E. on 0911512005 B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Galvanized Steel Storm Panels, prepared by American Test Lab of South Florida, Report No. ATLSF 0616.01-05, dated September 15, 2005, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Storm panel shutter Calculations, sheets 1 through 91 by Tilteco, Inc., signed and sealed by .Walter A. Tillit Jr., P.E. on 0911312005. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Tensile Test Report from QC Metallurgical, Inc., Job No. 51M-926, dated September 20, 2005, tested per ASTME8-93, signed and sealed by Frank Grate, P.E. "- d. &. ,� my A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09-0330.04 Expiration Date: 06/07/2014 Approval Date: 07/22/2009 E-2 Eastern Metal Su 1 Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 09-013, titled " 0.030 " Thick Galvanized Bertha Steel Storm Panel ", sheets I through 9 of 9, and IA of 9, prepared by Tilteco, Inc., dated 0210412009, last revision #1 dated 0210412009 signed and sealed by Walter A. Tillit Jr., P.E. on 0211812009. B. TESTS 1. None. C. CALCULATIONS 1. Storm panel shutter Calculations, sheets I through 91 by Tilteco, Inc., signed and sealed by Walter A. TillitJr., P.E. on 0211812009. D. QUALITY ASSURANCE 1. By.Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. j%amy A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09-0330.04 Expiration Date: 06107/2014 Approval Date: 07/22/2009 E-3 1. STORTHE 2007 M PANEL SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) ,HAS BEEN VERIFIED FOR COMPLI, IN ACCORDANCE STORM PANEL MAY B£NOF INSTALL p FLORIDA HIGH UILDING CODE.VELOCITY HURRIGWE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MN77ONED CODE, IIN N ORDER TO VERRESS FOR IFY THAT COMPONENTS AND ANCHORS ON THIS PAD. AS TESTED WERE NOT OVER STRESSED, A JJR' INCREASE DETERMINED ALLOWABLE IN ATCCORDANCEWIWITHND LNA.D.S WAS 2T USED IN )HEIR ANALY5/S FASTENERS SPACING TO WOOD HAS BEEN STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 626 OF T THE ABOVE AIENRONED CODE AS PER AT. REPORTS f 2425.01-00 AND ,¢ 0616.01-05, AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. 2. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAU DESICNABON & Fy= 52.J ksi. (AFTETY ASTM A-653 SQ, GRADE 40, WITH G-90 GALVANIZED STEEL R ROLLED) A ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIA770N 606J-T6 ALLOY & TEMPER UNLESS OTHERWISE NOTED. 4. ALL SCREWS TO BE STAINLESS STEEL J04 OR 316 A/S/ SERIES OR CORROSION RESISTANT CATED CARBON STEEL AS PER DIN 50018 W/ 50 ks/ YIELD STRENGTH AND 90 ksi ]ENSILE SIRfNGTH. 5, BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI J04 SERIES STAINLESS STEEL, WITH 36 ksi MINIMUM YIELD STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS (A) TO IXIS771V G POURED CONCRETE MINIMUM EDGE DISTANCE (EA), AS PER SHEETS 5 THRU 7. - 1/40 -CONS & MAXI -SET TAPCONS ANCHORS AS MANUFACTURE BY LT,W./BU/LDEX, INC (Min. fc=J192 psi) 1/40 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC (M/n. fc=JJ50 psi) - 1/40 PANELMATE FEMAANCHORS- O14-0 MANUFACTURED PLUSWANCHOER RSNAS MANUFACTURED BY fLCO /CONS7RUCTlON PRODUCTS (Min. f'c=JJ50 psi) - 1/40 x 3/4" ALL POINTS SOUD-SET ANCHORS AS DISTRIBUTED BY ALL POINTS (Min. SCREW, BOLT &SPECIALTY CO. fc=JOOO psi) NOTES A. 1) MINIMUM EMBEDMENT INID POURED CONCRETE OF TAPCON ANCHOR OR CRE7E-FLEX SS4 IS I J/4 . AND 2' FOR PANELMATE FEMALE ID" AND 'PANELMATE PLUS" A2) 7/8" CALK -IN ANCHORS SHALL BE EN77RELY EMBEDDED INTO POURED CONCRETE. NO WALLS WTH 4 1/ 0-20 SCREWS USED S EMBEDMENT INTO STUCCO SHALLFOR WALLS Vfl BE o STUCCO.SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO MST AND 1 " MINIMUM A.3) MINIMUM EMBEDMENT OF 1/40 x J/4' ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8' INTO POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 SS. MACHINE SCREW USED SHLL BE 1 1/2` LONG MINIMUM SHOULD STUCCO MST; AND 1 " MINIMUM FOR WALLS WITH NO STUCCO. A4) /N CASE THAT PRECAST STONE, PRECAST CONCRETE SHALL ANCHORS SHALL BE GONG HOUGH TO PANELS, OR PAYERS BE FOUND ON THE EXIS77NG WALL OR FLOOR, REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON N07ES A1), A.2) & A3) ABOVE (B) TO EXISTING CONCRETE BLOCK ASTM C-90: - 7/4"0 TAPCONS & MAX) -SET TAPCONS ANCHORS AS MANUFACTURED BY LT.W./BUILDEX, INC. 1/40 CRETE--FLEX S34 ANCHORS AS MANUFACTURED BY ELCO FASTENING Sys LLC. - T/40 x 7/8' CALK -IN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. (M'n, f'm=1500 psi) 1/4"0 PANELMATE FEMALE ID' OR 1/4-0 PANEL MATE PLUS" ANCHORS AS MANUFACTURED BY, EL CONSTRUCTION PRODUCTS (Min, fm-2071 psi) - 1140 x J/4' ALL POINTS SOUD-SET ANCHORS AS DISTRIBUTE BY ALL POI (Min. fm-1800 psi) NTS SCREW, BOLT &SPECIALTY CO. NOTES B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, PANELMATE FEMALE ID" .ANCHORS, PANELMATE PLUS' ANCHORS AND CRETE-FLEX SS4 ANCHORS, INTO THE CONCRETE BLOCK UNIT SH4LL BE 1 1/4' 8.2) 7/8' CALK-1N ANCHORS SHLL BE NTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO ULD ST Cc_ INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHLL BE 1 f/2' LONG MINIMUM SHOULD STUCCO EXIST AND I- MINIMUM FOR WALLS WITH NO STUCCO. B.J) MIN/MUM EMBEDMENT Of 1/40 x J/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST AND 7' MINIMUM FOR WALLS WI7H NO STUCCO. 8.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUC7URE BEH/ NOTES IN B. 1), B.2) & 6.3) ABOVE; ND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON (C) TO EXISTING WOOD (MIN. SPECIFIC GRAVITY, G = 0.55 MIN.): M/N1MUM EDGE DISTANCE (E.D.) AS PER SHEETS B AND 9. - 7/4 0 PAME74ALTE PLUS' AND PANELMATF FEMALE ID' ANCHORS AS MANUFACTURED - 1/4BY EZCO CONSTRUCDON PRODUCTS, 0 LAG SCREWS PER ND,S NO C.1) MINIMUM THREADED PENETRA77ON INTO WOOD OF PANEM4L7E PLUS' ANCHORS AND female pANELMATES SHALL BE 1 7/8 C.2) MINIMUM THREADED PENETRA77ON OF LAG SCREWS, INTO THE WOOD PEN£IRAFRAME UN? SHALL 8E ! 1/2" NO THREADED RON INTO STUCCO SHALL BE CONSIDERED .AS PART OF THE REQUIRED THREADED PENE7RA770N (EXCEPT AS NOTED). OJ) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BANS BE FOUND ON WALL, ANCHORS SHALL BE LONG ENOUGH TD REACH THE MAIN STRUCTURE BNIND THE EXISTING SUCH PANELS. ANCHORAGE SHALL BE AS MEN77ONED IN 0..1) AND 02). (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE R£COMMENDA77ON5 AND SPfCIFICAU0N5 OF THE ANCHORS MANUFACTURER. 7, PANELS MAY BE ALSO INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SEC77ONS I THRU 8 (SHEETS 2 & J OF 9) AND SECTIONS A AND B (SHEETS B AND 9) EXCEPT THAT HEADERS m, CD& ®SHALL NOT BE USED. 8. AT LEAST ONE WARNING LABEL PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING THE HOME OWNER O UNLESS ALL REINFORCING BOLR TENANT THAT STORM PANELS WILL NOT OFFER HURRICANE PROTECTION IS ARE PROPERLY INSTALLED WHEN REQUIRED. 9. ? SHALL BE THE RESPONSIBIL ATTACHED TO INSURE PROPER 17Y OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE BUILDINGS. ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME 10. THE INSTALLA7ION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CON7TN000S CONTACT WJ7H THE BUILDING TO PREVENT WINO/RAIN INTRUSION. It. STORM PANEL INSTAUA7701V SHLL COMPLY WI7H SPECS INDICATED IN THIS DRAWNG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDE BY THE JURISDIC7701V WHERE PERM? IS APPLIED TO. lZ (a) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVDDE INFORMATION FOR A SITE SPECIFIC PROJECT,, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLA7ON INCLUOING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P-AD, PROVIDED HE/SHE DOES NOT DEVlA/E FROM THE CONDITONS DETAILED ON THIS DOCUAENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBlUrr. (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MOD/FIE, (d) SITE SPECIFIC PROJECTS SHLL BE PREPARED BY A FCENGINEER OF RECORD (E.O.R.) FOR ORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THEHE FROJECr AND WHO 97LL BE ' ENGINEER OF RECORD, AC77NG AS A TDELEGAT D NGINEER TO THE PADS PONENG�INEER,IBLEFOR SHA L SUBMITTHEETo THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGM47URE OF 7HE PREPARED ff. ENGINEER OF RECORD THAT 1J. SHUTTER MANUFACTURERS LABEL SHALL BE PLACED ON A READILY AND VISIBLE LOCATION AT PANEL ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS EASTERN METAL SUPPLY, INC. MIAMI-OAD7COUNry WEST PALM BEACH, FL.MDAMI-DADS COUNTY PRODUCT CONTROL APPROVED. PRO UCLIE F.BC.(High Velodly Hurricane Zone) 02009 774700, INc. 0.030" THICK GALVANIZED BERTHA STEEL STORM PANEL M.cu. DRAWN BY: IL E C O 1Nc, EASTERN METAL SUPPLY, INC. 02DATC09 TILUT TESTING h ENGINEERING COMPANY FEBa]ST Kw. ]bq S n,. ]q, NMyxH cagppy� n .x 1. 8. ZQQ ,*_.: r]o]�J] 426E WESTRCIDS DR. WEST PAD! DCACN, n JJ407 ,1 R-OL106719 09-013 P.E. SFAL/5(CNA7URF/OATF WALTER A RP7_ ��" O1� DRAWING No fLOR/61 Ue. 1 44I67 " 2. I25' I J.a75' I 2.I2S' O PANEL Barr , JFA• _ 1• 9.119- (TOTAL WIDTH) 6.000- (EFTECTWE WIDTH) ra as As Arne�eiE 1.500' 4.47J' I.500' .OJD' THICK C4LYANIZED 2.125' fA HALF PANEL SLUE: J/e_ I' (2) "h" HEADER 03 3" Mox. "U" BUILD OUT stuE : J/e• _ r .JaO' a � + ?• ? N VARIES 1.75' Mox. .364' .090' J.000' Max. 1.950' 05 3" ANGLE BU1LD OUT BRACKET ©_'F" TRACK 7D REVERSED "F" ANGLE TRACK sC : J/e'- r• s C; J/e•. 1' SLUE: J/e•. r &� L D]GE orQoa® � mce orp0e® 1 or® d 1 or® :d tOCE a•'©Orr® d Em Or(Dm OPTION f OPTION 2 id cur 0rp0a 10 _KEY HOLE AT PANEL f0A ROUND HOLE AT PANEL (OPTION TO 10) COMPONENTS ® "U" HEADER .J74' .166' e 0 ALifN/L1/E h LED LOGOrm .09J' :1 \1 `e 2,000' , ® "F" TRACK ANGLE SO r 3/9' _ 1• 3� 0.655•- .DSI" _ Y as, 11 KEY HOLE WASHER JI6T-HIS! .Wnr. A{l0Y 4NSLS W/ x 1/2' F. W/ /J2' W N TYERLAPS N. ANU s"LL,S a 9' DA I' MIN. STORM PANEL TYPICAL ELEVATION 1/4• Max. W ' 1/4- U.I. W SECTION A —A N. T. S. r.094 r/4• , J9, srnrLr x sSNOA— ro 730 r .wGl[ u SGAnNGt 'n o 'o g s awN oN sLt ro a h'Z Q h � e 4 s I DE7NG 1 Jn .06J� 2000- �9 I a75' FOJO' PANEL THICKNESS O9 STUDDED ANGLE .o9J 60UE : J/6• _ ,• DETAIL 1: NICKELT PU7FD WASHERED WIND NUT F 1s 8 N N 5.000' 12 2" x 5" (Mox.) x .125" ANGLE s .J/9-_" as FB.C.(High Velocity Hurricone ?one) CONCRETE ANCHS CONCRETE ANCHORS 9 (SEE SCHEDULE ON Cont. CONCRETE ANCHORS OR (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 5 THRU 7) SHEETS 5 THRU 7) SHEETS 5 THRU 7) " I I POURED CONCRETE I POURED POURED REQUIRED 1 CONCRETE CONCRETE I I REQUIRED REQUIRED I Q Cm. SEE SCHEOME I I I Fry i FOR MINIMUM FOR MINIMUM 1 FOR MINIMUM I Z SEPAPA770M TO SEPARATION TO I I T e SEPARA770M TO EAUSTING GUTS I EXISTING GLASS EXISTING CUSS ON SHEET 4 ON SHEET 4 u ON SHEET 4 j N I I W I N 1/4 0 -zO x T 2' SSM.S. W/7/B xJ/J2' h S.SM.S. W/7/B xJ/J2 g S.SM.S. W/ A 3/32' WINC NUT O EVERY WINO NUT O EVERY WING NUT O EVERY OwRUP O MIDSPAN I I VERUP O M/OSPAN I OVERLAP O MlDSPAN I FINISHED WALL STUCCO) I 4 I 7/4' 0-20 x I I I / 7 a' BO31J2" IWNC NUT O I 1/4' 0-20 r J/4' 12' O.C. POURED SS BOLTS W/ 7/B_ x POURED I I I CONCRETE J/J2' WHO NUT O / CONCRETE OR CONCRETE ,� 72' 0. C. POURED--/ I I OR CONCRETE I BLOCK WALL CONCRETE BLOCK WALL I REQUIRED OR CONCRETE I I REQUIRED BLOCK WALL _ REQUIRED c 5 Cone I CONCRETE ANCHORS CONCRETE ANCHORS/ CONCRETE ANCHORS/ (SEE SCHEDULE ON I 6 ConL (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 5 THRU 7) ! SHEETS 5 IHRU 7) 9 C.nt SHEETS 5 THRU 7) SECTION ® ANCHOR WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION SECTION 2 SCALE : JIB" _ I" SECTION J SCALE : JIB' a I" I I I I 1 1 �o a 7/B' x J/J2' ING NUT O >i u 12. O. C. 3 N E.D. u EDGE DISTANCE / POURED— I (SEE SCHEDULE ON SHEET 5 ,6 R 7 OF 9) , CONCRETE OR CONCRETE ' BLOCK WALL REQUIRED 9 Cont. NOTE FOR COMBINATION OF SECTIONS SECTION ® STUD WALL MOUNTING SEC77ONS CAN BE COMBINED IN WALL MOUNTING INSTALLATION ANY WAY TO SUIT ANY INSTALLATION. SECTION 1 SCALE : J/B' - I I-� _ LJOTE : DETAIL OF SELDOM TA STUD ALSO FOR WALL MOUNTING INSTALLATION- TION -SECTION 2 (TOP) WALL P.E SEAL/SIGNATURE/DATE CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 5 THRU 7) I CONCRETE I I M g REQUIRED I I I I I I I I I I FOR MINIMUM I I SEPARATION TO 1 N I £X/SHNG GLSS 1 ON S EFT 4 2 I j 1/4 1 -20 SSM.S. W/ 7/1 ir17/J2• 2� WING NUT O EVERY h OVERLAP O M/DSPAN i 2 h b Id y 7/8' x J/32' WING NUT O 12 O,C. a I I 1 c POURED J CONCRETE OR CONCRETE BLOCK WALL REQUIRED I' Min. CONCH EJE ANCHORS/ 1/4' 0-10rI/2' SSM.S. W/ NUT O f2' O. C. (SEE SCHEDULE Ott" SHEETS 5 THRU 7) BUILD OUT INSTALLATI 1 Cont. O SECTION 4 SCALE : J/B' - I" MIAMI-DADS COUNTY IDUCT R¢Vi�ED imPb'!DS SY;Ih the C7DTidz F.B.C.(High Velocity HuTTrcone Zone) O.OJO" THICK GALVANIZED BERTHA ALC.V. 02009 RLTEro, INC. STEEL STORM PANEL DRAWN DY.• 10410.9 D2DATE L E C O � � �. EASTERN METAL SUPPLY, INC. 4268 WISTROADS DR. WEST PALM BEACH, FL 33407 DATE 7 TESTING $ ENGINEERING COMPANY 09-0 ] J .w. Awn. sef'se. wa, Wxuu ewocrvs. a .oleo Mena t (SOfp>I-16J0. Fv: 610lJB)1-ISTI ES-0006719 DRAWING No er. M mwsm.+ urt WALTER A RELIT Jr. P.E. FLORIDA U. / 44167 OLD OJ-OlJ 2/e/o9 _ _ SHEET 2 OF 9 ' 1 CONCRETE ANCHORS 1 Cont. CONCRETE ANCHORS 1 Cont. CONCRETE ANCHORS (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 5 THRU 7) 1/4' 0-20W4" $ BOLT W/ NU \ v> O fT' O. C. S.S. MACHINE & WASHER SHEETS 5 THRU 7), POURED CONCRETE REQUIRED E0. _ — I o � POURED CONCRETE REQUIRED- O W I I I I I I ho I I I I I I `tip I I �cont. I I Goa. I I W I I I W SEE SCHEDULE I I H I I h FOR MINIMUM SEPARATION I I 2 I I I 2 TO EXISTING GLASS I I ON SHEET 4 T I f/4" 0-20 S.S.M.S. / I/4 ' m-20 x7/2 ' J/J2WING NUT 0 EVERY O M/DSPAN I W NUT®EE WING YOVERLAP OVFRIAP O MIDSPAN W I A" it !/4"If -20 X J/14 5`S.OLS W/ 7/B' x I I V 2 SEE SCHEDULE L I V J/J2' WING NUT I I FOR MINIMUM I I O 12' 0. SEPARATION TO I I W ALTERIMTE LEG LOCATION I a EXISTING GLASS I ON SHEET 4 I 7� 4 I I e I I I 9 xu>l®2 12' 0. C. o B Cont. i I Cont. POURED C;I I T I CONCRE7E� W OR CONCRETE BLOCK WALL / REQUIREDL= CONCRETE ANCHORS I I' Min. (SEE SCHEDULE ON,----! 11.000' r SHEETS 5 THRU 7)SS. MACHINE /NCRT W/ NUT & WASHER POURED CONCRETE) E.D. CHEDULE 0O 12'0. C. REQUIRED SHEETS 5 THRU 7) Cont. BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING - SECTION 5 INSTALLATION - SECTION 6 SCALE : J/8" — 1" SCALE : 3/8' - 1" ED. - EDGE DISTANCE TSEE SCHEDULE ON SHEET 5, 6 & 7 OF 9) NOTE FOR COMBINATION OF SEC77ONS WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS ED ALL POINT SODD—SET OR CALK —IN OR (SEE SCHEDULE ON PM/fLMATE FEMALE /0 OR PANfLMATE SHEETS 5 7HRU 7 E.D. PLUS ANCHORS O ®W 1/40-20 POURED CONCRETE II��" SIDEWALK BOLT OR O �0 Wjfl I I REQUIRED W/1/40-20 7RUSSHEAD BOLT • (SEE I I I I SCHEDULE FOR SPACING ON SHEETS 5 THRU 7) I POURED CONCRETE I OR CONCRETE \ I BLOCK WALL REQUIRED W I (ALTERNATE I I LEG cocAnoN I I I( OR 8 Cant. I I 1 W I/4' 0-20 x SEE SCHEDULE I I h J 4' BOLTS W I W FOR MINIMUM _ I SEPARA770H TO /.0 x T I I 2 IIN SHEET S I- I I W WING NUT O I 12I °' C' I I I o I J�\ ' j �I i S 0-20 x 1 2' I 1/4" m-20 x r 2- —� I S.SM.S W/ 7x J/J2' U SSMS W/ 7x J/J2' W WING NUT O EVERY . I W WING NUT O EVERY OVERLAP O M/DSPAN I W OVERLAP O M/DSPAN ' I V SEE SCHEDULE I I A7 I FOR MINIMUM I I I I W SEPARARON TO EXIS77NG GLASS I I I I I Q ON SHEET 4 I I 2 I I a 1�4' m-20 x 6 a I I J/4' ss Bops I I a I 7/B x J/J2" I I NC NUT O 1T' O. C. i POURED CONCRETE W O7 0R B OR CONCRETE Cant. — BLOCK WALL I REQUIRED I ALTERNATIVE I _ LEG LOCA770N 1 ` I I I ALL POINT SOLID —SET OR CALK —IN OR CONCRETE ANCHORS I I E. PANELM4TE FEMALE 10 OR PANELMA]E (SEE SCHEDULE 7) u PLUS ANCHORS O ® W 1/4'0-20 SHEETS 5 THRU 7) SIDEWALK BOLT OR O �Wj� POURED CONCRETE E.D. W/1/4 0-20 TRUSSHE40 BOLT • (SEE REQUIRED SCHEDULE FOR SPACING ON SHEETS 5 4/ THRU 7) CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION D.M. INSTALLATION - SECTION 7 - SECTION 8 SCALE : 3/8' 1" SCALE : 3/8' = 1' • SIDE WALK BOLTS ARE J/4 "'l J27H/CK M/AMI=DADE C HEAD MACHINE SCREW Vi fNGTH AS PER NOTES A & B SHEET I) PI Opua t msm ss oIplying w"th0aI 4 TRUSS HSAD BOLTS ARE�20x1/87HlCK Bi tdi�lffg Ceda HEAD MACHINE SCREW W LENGTH AS PER NOTES A & B SHEET 1). A cep ance No �Q-O: t3 pi Linn Ua.: o F.B.C.(High Velocity Hurricane ?one) 4 POURED CONCRETE —VARM J "L POURED CONCRETE, CONCRETE BLOCK Max, AA CONCRETE BLOCK POURED CONCRETE. WALL OR 2 IR WOOD WALL 2 x4' CONCRETE BLOCK STUDS REQUIRED 6 WOOD STUDS CUT PANEL WALL OR 2'x4' REQUIRED WOOD STUDS y REQUIRED 1 1 1/4 mx 1 314' TAPCON ANCHORS —I 1/4 Px 1 3/4' 1 2' O. C. _ �AP12' ANCHORS G Y ® I1'0. C. � I 1 LV T _ I taaao 2' x x .125' 1 9d I e• "°` J105—HI4 OR 6063—T6 ALLOY / —1 ) OR 9-0 -0 2' x 2' x .055' 70 / Cont Alum. ANGLE 2' x 5' x .055' Cont. I OROOROOR® All— ANGLE OR ,080'Jf05--H154 SHEET METAL Al... BEM PLATE CASE A (Plan) —_ —__ �� ORO 1/4' a BOLT 4' x 4' x .072' SCALE. 114' = 1' _ 6 24' O. G J105—HN OR IOW—T6 ALLOY W/JACKNUr Cont. Alum. ANGLE CASE B (Plan) 2' x J' x .093' 3105 H-14 OR 6063—T6 SCALE: 114" = I" ALLOY Cont. Alum. ANGLE W/ 1/41Ax I J/4' TAPCON ANCHORS 0 W O.C. POURED CONCRETE, l auuo CONCRETE BLOCK WALL 2 x4'\ WALL STUDS /� L 1/ • av 1 OGaO REQUIRED —� (atovJ POURED CONCRETE, NTBLOCK ^ WALL OR 2 x4' WOOD SSTUU DS REQUIRED r cc 1 CASE D (Plan�1 SCALE. 114" = 1" CASE E (Plan ) SCALE. 1/4' = 1 END CLOSURES DETAILS MAXIMUM DESIGN PRESSURE RATING "W" (2.s.fj AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE BLE ATO MAXIMUM DESIGN PRESSURE RA77NG Max PANEL LENGTH L (ft.) MINIMUM SfP,IRATION SEECTIOC71O NS ® & W (p,.r.) (SEE SECTIONS) TO CLASS ANY COMBINATION OP THEM +66.0, —76.0 7'-6' OR LESS 3' 1,2,3,4,5 & 8 +60.0, —70.0 >7'-6" TO 8'-6" 3" 1,2,3,4,5 & 8 +66.0, —76.0 7'-6' OR LESS 3 J14' 6 & 7 +60.0. —70.0 >7'-6' TO 8'-6" 3 J14" 6 & 7 t ALTERNATE LEG LOCATION CASE C (Plan) SCALE: 1/4" = I" f.B.C.(High velocity Hurricane ?one) ALTERNATE LEG LOCATION CASE C (Plan) SCALE: 1/4" = I" f.B.C.(High velocity Hurricane ?one) /(l ffWY MCfKK,t SPACM FOR E M - J 1/2' APPUCIBLE MOV Lop OW Ux BURDE% EIA7 rAwvm 5757E115 D.CO CON.SWVO M' PRODUCTS POM FASIENFRS ALL POWf3 / Q {µ mw PmEL 6.LI�O rAtt'tJ`6/11u1-S£/ ro oOnYALrz rAY,VIs m M15CwRY Gme-rtLX ro CONGPETL .W ro I1a4nAY vwnwrz ro Co•.CAa£ IoulL n ro YtSCNRv aNNiY[ff (0 NNYREI[ Atd' ro IlaSN1AY tux-oV ro CPVGPfrz m MlS0.4RY Soto-sn m LU4TJ1(rz ro Au59NR1' ANY CYzm NM( OF THEM Loom 1' (m) 12" NIA 12' N/A 12" NIA IT' N/A W N/A N/A N/A I (TOP) 12" to' 12" B' 12' 12' IY 11' 12' fl, 12' 12" 1 (BOTTOM) 12' N/A f2" NIA 12' N/A II' N/A W N/A 12' 12, 2 (FOP) 12' 10' 12' 8' 12. f2" 12" 11" 12' 11' N/A N/A 2 (BOTTOM) 12' N/A 12' NIA 12' N/A 12' N/A 12' N/A NIA N/A J (TOP) 12' 10" 12" 8' 12' 12' 12' it, 12' i1' NIA N/A J (BOTTOM) 60.01 -6lJ 12' N/A W N/A 12' NIA 12' NIA 12' NIA NIA N/A a (70P) 6'-0" OR LESS 12' W 12" B' 12' 12' 12' 11" 12' II' NIA N/A a (BOTTOM) 12' WA 12' N/A 12' N/A 12 NIA f2' NIA NIA NIA 5 (TOP) 12' 9" 12' 7' 12" 12' 12' la" 12" 10' NIA NIA 5 (BOTTOM) W NIA 12' N/A 12' NIA WA N/A 12' NIA N/A NIA 6 (TOP) 12, N/A 12' NIA 12' NIA NIA WA 12" NIA NIA WA 5 (6onw) f2' NIA to' N/A 12' NIA NIA NIA IT' N/A NIA NIA 7 (TOPIBOT70N) NIA N/A WA NIA 12' 12' 12' 12. 12' 6' 12' 12' B (TOP/BOrmm) TV WA 12' NIA 12' NIA 12' NIA f2' N/A N/A NIA 1 (0p) 12' B' 12' 7' TV 12' 12' 10' 12" 9 1/2- 12" 12" I (BOTTOM) 12' NIA 12' NIA 12' NIA 12" NIA 12' N/A 12' 12' 2 (TOP) 12' B' f2" 7' 12' 12' 12' 10' 12' 9 I/2" N/A NIA 2 (BOTTOM) 12' NIA 12' NIA 12' N/A 12' N/A f2' NIA N/A NIA J (TOP) 12' B" 12" 7' I2' 12' iT 10' 12" 9 1/2" NIA NIA J (BOTTOM) QB.q -72.0 12' NIA 12- NIA 12' NIA 12' N/A 12' WA WA WA a (TOP) V-O' OR LEGS 12' B" 12' 7' 12' 12' 12" 10' 12' go- NIA NIA a (BOTTOM) 12' N/A fY NIA 12' NIA 12" N/A 12' NIA N/A N/A 5 (TOP) 12' 6' 12" 5' 12' 10' 12' 7" 12' 7' N/A NIA 5 (BOTTOM) 12' N/A 12' NIA 12' NIA NIA NIA 12' NIA N/A NIA 6 (mp) n' NIA 10- NIA 12' WA N/A WA If' NIA NIA N/A 6 (BOTTOM) 10" NIA 8 f/2- NIA it, N/A WA WA 9' NIA NIA NIA 7 (TOP/BOTTOM) NIA N/A NIA NIA 12" 12- 12" 6' 12' 6' f2' 12, 6 (70P/BBTTBM) 12, NIA 12' NIA 12" NIA 12' NIA 12" NIA NIA NIA I (TOP) 12, e' 12' 6 1/2" 12' 12" 12' 8" 12' 9" 12" 12- I (BOTTOM) 12, NIA 12' NIA W NIA 12" NIA 12' N/A 12' 12' 2 (TOP) f2' B' 12' 6 1/2- 12, 12' 12" 9' 12, 9' NIA NIA 2 (BOTTOM) 12' NIA 12 NIA 12' NIA 12' NIA 12' N/A NIA NIA J (TOP) 12' 8' 12- 6 II2" 12' 12' 12' 9' 12' 9' NIA WA J (BOTTOM) 6aO, -61.5 12' NIA 12' N/A 12' N/A 12' N/A 12" NIA NIA WA 4 (TOP) 16W TO 7'-6 12' B" 12' 6 I/2' f2" 12' 12, 9' 12, 9' WA NIA a (ROTTOM) 12' NIA 12' N/A 12" NIA 12' N/A f2' WA WA NIA 5 (TOP) 12' 5" 10 112' a" 12" 9' /2. 6' 12" 6' WA NIA 5 (BOTTOM) 12' N/A 12" NIA 12' N/A WA N/A 12' N/A N/A WA 6 (TOP) It, N/A 9 1/2' N/A 12• N/A WA NIA 10 1/2- NIA WA NIA 6 (BOTTOM) 9' NIA 11 1/1 NIA 10 I/2' N/A WA N/A 9 1/2' NIA NIA N/A 7 (TOP/B0- N/A N/A N/A N/A 12 12" I2' 6' 12" 6' 12" 12' 18 (TOPIBOTTOM) :.,Q� d• L J: L: Mh LII 6 [T U� h :.77MYTEM 6 SCHEME61' 1AFSTALUTIONS 7 6 CONCRETE AM CONC= BLOCK STRUCTUM • SEE NOTES ON SHEET 8 & 9 OF 9 FOR ANCHOR TYPES & SPACING FOR INSTALLA77ONS INTO WOOD FRAME BUILDINGS. 'K MINIMUM ANCHOR SPACING LISTED BELOW ARE AS PER MIN. EDGE DISTANCE SCHEDULE. FOR E.D. LESS SCHEDULE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E. D. TAPCON CRETE-FLEX FEMALE PANELMATE CALK -IN SOLID -SET SS4 d PANELMATE PLUS Mh s d,9=J' I U. syncing=J' Mm. spacing=J' Min spaung=J' {Grt iyoorq•1 1/2 Yin. spacngmJ' 1 1/1' .35 .50 - - - - 2 112" - - - - 0.50 .6J J" 1.00 1.00 - 1.00 0.6J - 3 112- - - 1.00 - 1.00 1.00 d REDUCTION FACTOR APPLICABLE FOR POURED CONCRETE ONLY. E.O. - EDGE DISTANCE ** MINIMUM ANCHORS E.D. SCHEDULE ANCHORS TYPE MINMUM EDGE DISTANCE E.D. CONCRETE C. BLOCK 1/47 TAPCON -3' J" 1/4"6 PANELMATE FERULE /o J" J 1/2- 1/a'a PANELAUTE PLUS J" J 112 i/a'Y CALK -IN 3' 4- 1/a7 Soua-SET J f/2' J 112' F.B.C.(High Uelocily Hurricane Zcne) UUMM' ANCHORS SPACM: FOR C a - J 1/2' w uwmw DEW (,f.) W (o' L) LT.W. BIALOEX r h'A1 /.WMS ro cnnaanr ro -awNAr 1100 FASRNAC SIS1L16' m mnreElE tx[2-s1'11A am CO SIROCRON ixvE[w2 rtMY[ a ro1✓rav6r PRODUCTS PAvn✓Ert' a15 rom+earrr rouunvar POWER FA6IA'ERS GVA'-w ro covus'Ie roMAsoxar ALL POINTS Saw-sei roccxarre m n✓mv6r12" SEC } ANr RN RI& OF Twu W11MUM P�I{L1, WIN t- (1C) N/A 12' 12• N/A 12' WA 12• WA NIA N/A I (TOP) I2' 6•12' 12" II' 12' 6' 12' 7 1/2' 12• IT' 1 (BOTTOM) 12' NIA 12' f2' N/A 12' NIA 12" NIA 12• 12' 2 (TOP) 14' 6.12' 12' 11' 12• B•12' 7 1/2- NIA NIA 2 (BOTTOM) f1.NIA 12' 12' WA 12' MIA 12' NIA NIA NIA J (TOP) 12- IT' I1- 12- B' 1 12- 7 1I3• NIA NIA J (BORON) 466.a -72.0 12' N/A 12' NIA 12' NIA 12• MIA 1 12• NIA NIA NIA 4 (TOP) 6'-0' 70 7*-6' 12' 5' 12' 5 1/2' 12- II' I2• 12' 7 1/2- N/A NIA 4 (60TT0✓) 12• NIA $2' NIA f2• N/A 12- 12 WA NIA NIA 5 (TOP) 11' 4• e' J' II' 6' 12• 1" 4 1/2' N/A NIA 5 (BOTTOM) 12' N/A 12' WA 12' N/A WA N6. 11• N/A NIA NIA 6 (T0P) 9' NIA B' NIA 10' NIA NIA 6' NIA NIA WA 6 (BORON) 6' NIA 10- NIA 9' NIA NIA 7' WA NIA NIA 7 (TOPIBOROMJ NIA NIA N/A NIA 12• 12' 1. fY 6' 12- 12' a (70PIBOTIOM) 12' N/A 12' MIA f2' NIA 17. NIA 12' WA NIA NIA I (TOP) 12' 7' 12' S 1/2• 12" 12' 12' 6' 12' B' 12' 12• 1 (BOTTOM) 120 NIA f2' NIA 12' NIA 12' N/A f2- N/A 12' 12- 2 (TOP) 12' 7• 12' 5 1/2- 12" 1. 12' 6• 12' B' NIA N/A 2 (BORON) 12• NIA 12- NIA 12' NIA 12' NA 12' WA WA NIA J (MP) 12" 7' 12' 5 1/3' 12' 12' 12' B' IV B' NIA NIA J (BOTTOM) i60.0, -61.5 12' WA 12' WA 12' N/A 12' NIA IV NIA WA NIA 4 (TOP) 17--6• TO B'-6- 12' 7' 12' 5 1/2- 12' 12' 12' B' 12' 6' NIA NIA 4 (HOBO✓) 11• NIA 12' NIA I2' N/A 12- NIA IT' N/A NIA WA 5 (TOP) 12' 4• B II2• J- 1" 7• 12• 1' 12' 4 1/2• NIA WA 5 (HOBOM) 9• NIA f2' NIA 12' NIA N/A WA 11' N/A NIA WA 6 (TOP) 10 II2• NIA 6 1/7' NIA 10 1/2- NIA NIA WA 9" N/A NIA NIA 6 (BO7R1-) B' N/A 10 112' N/A 9' NIA NIA N/A 7' WA NIA NIA 7 (YOP/BOR✓-) N/A NIA NIA NIA 12' 12' 1. 6' 12- 6- 12- 12- a (TOP/HOBO-) 12' NIA 12' NIA 12" NIA 12' NIA 12' NIA NIA N/A I (RIP) 12' 6' 12" 4 II ' 12' 10' 12' 7' 12' 6 1/2- 12' 12- I (BOTTOM) I1' NIA 12- N/A 12' NIA 12' NIA 12' NIA 12' 12• 2 (TOP) 1. 6' 12- 4 II2• 12' 10' 12' 7- 12- 6 1/2- NIA NIA 2 (BOTTOM) IY N/A 12• NIA f2' NIA 12• NIA IV NIA NIA WA J (TOP) 12• 6' f2- 4 1/1- f2- 10' 12' 7- 1. 6 112 N/A NIA J (BOTTOM) t66.0, -72.0 12• NIA 12" NIA f2- N/A 12- WA 12' NIA NIA WA 4 (OP) 7'-6' MB'-6 12' 6' 12' 4 1/2- 12' 10' 12' 7' 12' 6 1/2- NIA NIA 4 (SOROM) I2• WA 12' NIA 12' NIA 12- WA 12- NIA N/A NIA 5 (TOP) 9' J 6• MIA If, S' 11' J' S (HOBONJ 11' NIA 11- NIA 11 1/2- NIA NIA NIA 10' N/A N/A NIA 6 (TOP) e' NIA 7' WA 9' N/A NIA WA 7• NIA NIA NIA 6 (BOTTOM) 7' NIA 6 1/2- NIA 7 1/2- NIA WA WA 6' NIA NIA WA 7 (TOPISOTTOM) NIA NIA NIA NIA 12• 6' 12- 6- 12- 6- 12- 12• a (TOP/BOTTOM) VA7tffX DESIGN PRESSURE RATING 'W' jy s f.) AND CORRESPONDING MA MMM ANCHOR SPACNNG 47nr7sn7n e. Fog nrsge.AT7A7yoNs TNTD comCRETE AND COAYCRF.TR BLOCK 4TR[IC ERRS ' • SEE NOTES ON SHEET B & 9 OF 9 FOR ANCHOR TYPES & SPACING FOR INSTALLAIPONS INTO WOOD FRAME BUILDINGS. FEB 1 A 2009 P.E SE VSIGIMWRE104TE •* MINIMUM ANCHOR SPACINGS LISTED BELOW ARE AS PER MIN. EDGE DISTANCE SCHEDULE. FOR E.D. LESS THAN INDICATED ON SCHEDULE, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E. D. TAPCON CRETE-FLEX FEMALE PAN£LMATE CALK -IN SOLID -SET SS4 A PANELMATE PLUS K. spodn9=J" At. spacing-J' Min pacing=J" Min. spad.9-J' A6t spo*=l 1/1 Min. spocinpJ' 1 1/2- .35 .50 - - - - 2 1/2- - - - - a50 .63 J•' 1.00 1.00 - 1.00 0.63 - J 112" - - 1.00 - 7.00 1.0D A REDUCTION FACTOR APPLICABLE FOR POURED CONCRETE ONLY. £.D. - EDGE DISTANCE ** MINIMUM ANCHORS E.D. SCHEDULE ANCHORS TYPE MINIMUM EDGE DISTANCE E.D. CONCRETE C. BLOCK 1I4 % 7APCON 1/1 % PANEUWE FEMALE To .S' J 112- 1/4 % PANELWIT PLUS 3' 3 112- II4'e CALX-IN 3- 4' 1/4'o S00D-SET J 112- J 112- 02009 7/LIEC0, INC. IL ECO�NL. I.roannrfB-0006719 intro WALTER A RLUT Jr. P.E. FLORIa4 VC. / 44167 MIAMI-DADE COUNTY Acccp •nr nn Oy-o3jd•o¢ F.xpi: inns Drte�o/4, bs. sllaoli D..,, ml i or.1r01- Dirti F.B.C.(High Velocity Hurricane Zone) 0.030° THICK GALVANIZED BERTHA M.c.v. STEEL STORM PANEL DRAWN Or. EASTERN METAL SUPPLY, INC. 041 02DAIT 42S6 WESTROADS DR. WEST PALM BFACN, it J3407 09-013 DRAWING No IXD 05-01J 12141o9 1 J SHEEF 6 or 9 r l � MWMUM ANCHORS SPACRO FOR E A - J W* ^ APPLICASIE TO 0�mq �l M (paA) T LT.W. SULUX t-sn drools Qm FASTEINHT 61SlFll6 CIrtTe _ ss4 ELCO CONSTRLORf1N PANew2 rewtt ® PAODI.CI3 AWliN£1E ,. POW FA9IENERS OMA-2T ALL PORRS srnro-s[r SEORCLS tr A4Y COMA Or THEM MAXIMUM P,4f5 fENO1N i- (IL) ro oTrc9rrc m 1Msav6r ro cvSAci6 m wswA7 m ewcAnr ro wswAr m cuane m wsaa7 ro crneAnr m w aanr m ttwe9e]e ro wsaxAr 12' WA 12' N/A f2' N/A 12' N/A 12, NIA N/A N/A I (TOP) 12' 8' 12' 6 1/2- 12' 12' 12' 9' 12' 9' 12' 12' 1 (BOTTOM) 11' NIA 12- NIA 12' MIA I2' N/A 12' NIA 12' f2' 2 (TOP) 12- B' 12' 6 1/2- 12" f2' 12, 9' 12' 9' N/A N/A 2 (BOTTOM) 12' N/A 12' NIA 12' NIA 12' N/A 12' N/A N/A NIA J (TOP) 11. B' 12' 6 I/2- 12, 12' 12' 9- 1T' 9' N/A NIA J (80ROM) 6&0, -710 12' NIA 12' NIA 12- NIA 12- N/A 12' N/A NIA NIA 4 (70P) 6'-0- OR fEW 12' 8' 12" 6 1/2. 12- 12- 12- 9- 12' 9' NIA NIA 4 (BOTTOM) 12' N/AN122' NIA IT" WA 12- NIA 12' NIA NIA N/A S (TOP) 12' 5' 4 I/2- 12' 9' 12' 6- 12' 6' N/A NIA 5 (BOTTOM) 12, NIA N/A I2' N/A N/A NIA 12' NIA N/A N/A 6 (TOP) it, NIA NIA 12' NIA NIA N/A to' NIA N/A NIA 6 (BOTTOM) NIA NIA 10 f/2' N/A NIA NIA 9' N/A N/A N/A 7 (MR/B01TOM) N/A NIA NIA 12' 12' 12' 6' I2' 6' 12' 12' B (TOP/B017DM) 12' NIA NIA 12' WA 12' NIA 12' NIA N/A NIA 1 (TOP) 12' 6' 12' S' 12- If' 12' 7 1/2- 12' 7' 12" 12- 1 (BOMM) I7" NIA 12' NIA 12- NIA 12' NIA 12' NIA 12- 12- 2 (70P) M' 6 1/2- 12' S' 12- 12- 12- 7 112- 12' 7- NIA 2 (BOTTOM) IT' NIA 12' NIA 11. NIA 12" N/A 12' NIA NIA J (TOP) 12' 6' 12' S' 12" 1" f2' 7 1/2' 12- 7- NIA J (BOM)66.0, -76.0 11' WA 12' NIA I2' NIA 12, NIA 72' TI/A N/A VNIA 4 (I0P) ew TO Y-6 12' 6' 12' 5' 12' II' I2, 7 f/2' 12' 7' NIA 4 (BOTTOM) 12' NIA I2" NIA 12" NIA 12- NIA I2- NIA N/A 5 (ROP) 10 ,/2" J 1/2' 7" 4 I2'12- 4' to 1/2' 4- NI If fIY NIA 11' NIA f2' NIA NIA N/A 10 1/2' NIA NA 6 (TOP) 9' NIA 7 1/2- NIA 9 I/2 N/A NIA NIA NIA NIA NIA 6 (BOTTOM) - ] I/2' N/A 9 I/2' NIA B I/2- N/A NIA NIA NIA N/A WA ] (TOP/BDT10M) NIA N/A NIA NIA 12' 6' 12' 6' 6' II' 12' B (70P/BOT10M)12' NIA 11 1/2- NIA 12, WA 12- NIA M7� NIA NIA NIA I (TOP) 12, S'It I/2- 4 1/2- 12' 9' 11' 6' 6 1/2' 124 12" f (BOTTOM) N/A fto- NIA 12' N/A I7' NIA NIA 12' 12' 2 (TOP) 12, S' 11 1/2- 4 1/2- 12' 9' 12- 6- 6 1/2' WA N/A 1 (BORON) 12" NIA 11 f/2- NIA 12' N/A 12' NIA 12' NIA N/A NIA J (TOP) f2' S' 11 112- 4 1/2- 12' 9' f2' 6' 12' 6 f/2' NIA NIA J (BOTRIM) 66.0, -70.0 12, N/A 11 I/2- NIA 12" N/A 12- NIA 12- NIA NIA NIA 4 (TOP) Y--6' TO 8'-6 f2. 5' It VI' 4 !I2- 12' 9' 12- 6" 12" 6 1/2' N/A N/A 4 (B0770M) 12' N/A 1? 1/2- N/A 12' NIA 12' NIA 12' NIA NIA NIA 5 (TOP) B' N/A 5 1/2- J. to' 4 I/2- 10' J. B' J' N/A N/A 5 (BOTTOV) to' NIA t0 112- NIA if" NIA N/A NIA 9' NIA N/A NIA 6 (TOP) B' NIA 7- NIA B f/2' NIA WA NIA 7' NIA NIA NIA 6 (BOTTOM) 7• NIA 8 1/2' NIA 7 1/2' NIA WA NIA 6' NIA NIA WA 7 (IOP/80TTOM) NIA N/A N/A WA 12' 6' 12' 6' 12 6' 12' 12' B (mP/90704 A >z DESIGN PRESSURE RA 1Y, (D.S.f) AND 0 RFSPONDIN- dLAxTA6UM arvCtlun �ra�urL, „^ FOR WEAL_LATIONS R:O C.ONCRR•"IE AM C-ONCR BLOCK STRUL'7URE•S! • SEE NOTES ON SHEET 8 & 9 OF 9 FOR ANCHOR TYPES & SPACING FOR INSTALLA77ONS INTO WOOD FRAME BUILDINGS. x• MINIMUM ANCHOR SPACING LISTED BELOW ARE AS PER MIN. EDGE DISTANCE SCHEDULE. FOR E.D. LESS SCHEDULE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E. D. TAPCON CRETE-FLEX S54 d FEMALE PANELMATE PANELMATE PLUS CALK -IN SOLID -SET Ati sp6nng=J' Min, spacing=J" AEn. spaung=J' M& spacing=J" m sgdu=2 1121 Min, spacing=J" 1 1/2" .35 .50 - - - - 2 1/2" - - - - 0.50 .63 3" 1.00 1.00 - 1.00 0.63 - 3 1.00 - 1.00 1.00 d REDUCTION FACTOR APPLICABLE FOR POURED CONCRETE ONLY. E.D. - EDGE DISTANCE •+ MINIMUM ANCHORS E.D. SCHEDULE MINIMUM EDGE DISTANCE E.D. CONCRETE C. BLOCK FPWELWEXFya J J. 3" 3 112' 1/4-o PANELMATE PLUS J. 3 112" 1/4-0 CALK -IN 3" 4' 114.0 SOLID -SEE J 1/2' 3 112" FEB 18 2009 P.E. SEALISIGNATURE/OATE MIAMI-DADE COUIJTY Cr REVISED hEnawith the rodda F.B.C.(High Velocity Hurricane Zone) 02009 TILTECO, INC. 0.030" THICK GALVANIZED BERTHA STEEL STORM PANEL MO .'A DRAWN BY: EASTERN METAL SUPPLY, INC. 02/04109 DATr L E C O r N C. 4268 WESTROADS DR. WEST PALM BEACH, FL M407 09-013 DRAWIN- No T TESTING tr ENGINEERING COMPANY rma6 (.Td xM(S1u. N,66 , oea 06-an 1/I .er _ 671 EB-000IT9 WALTER A T/DJ1. P_E. SHEET 7 OF 9 4 1/4' 0 LAG SCREWS 0 6' O. C. W/ 1 1/2" THREADED PENETRATION TO EXISTING WOOD HEADER. Cont. I' x 2' x .125' (Min.) Alum. TUBE W/ 1/4' 0 LAO SCREWS 0 6' O. C. W/ 1 1/2' Min. THREADED PENETRATION TO EX/S7/NG WOOD HEADER. j� 2 cant. 1/4' 0 LAG SCREWS 0 6' 0. C W/ 1 I/Y Min. THREADED PEN. 770M TO EXIS77NO WOOD HEADER. Cont. WOOD NEAOER I v WOOD HEAOEN I 1 I REQUIRED WOOD 0ER REQUIRED I 3 I REQUIRED S£E SCHEDULE o SEE SCHEDULE SEE SCHEDULE I a FOR Min. SEPARATION I o FOR Min, m FOR M'n. SEPARATION TO EXISTING GLASS SEPARATION TO I IlD EXISTING CUSS I m I SEE SCHEDULE [EXITINGSEE CLASS I p SEE SCHEDULE I I ON SHEET 9 I }n ION SHEET 4 I 2 ION SHEEP 4 I o I I g 1�. I WW2 W W ALTERNATIVE 1 § . ALTERNATIVE 3 ALTERNATIVE 5 SEE SCNEOULE 1 v 1 fOR Min. C SEE SCHEDULE a SEE SCHEDULE I x FOR Min. SEPARATION I I£YST7NC CUSS I S FOR Min. I I TV EXISTING CUSS SEE SCHEDULE SEPARATION TO SEE SCHEDULE I I ION SHEET 4 I NC NUT ®J2 I EXISTING GL455 I I ON SHEET 4 EVERY STUD 0 i SEESNEET 4LE i 1 W I��4" 0-20 x .T/4' S.S. BOLTS W/ of 9 Cant. Cont. 7/B' x J/J2' �IV4: 4' S.S. W1NCNUT5 Conf. J/SS BOL75 W/ 12' O. C. 7/ex J/J2' 1/4" 0 LAG WING NUT 2' x 4' WOOD 12' 0. C. SCREWS ®6' O. C. W/ PLATE REQUIRED !/4' 0 LAC 1/4' 0 LAG 'PEN' 1/2' MTn. RIRFADED SCREWS O 6" 0. C. W/ _ PENETRATION TO EXISTING 1 1/2' Min. THREADED SCREWS ®6' O. C. W/ WOOD PLATE. PENETRATION TO EXISTING I I/2• Min. THREADED W000 PU7E PENETRATION TO EXISTING 2' x 4' W000 PUTS WOOD PLATE. REOU18ED W000 STUD ®24 0. C. ALTERNATIVE .2 ALTERNATIVE 4 ALTERNATIVE 6 REQUIRED WALL MOUNTING INSTALLATIONS SECTIONS A' SCALE : 1/4' - 1' NOTE FOR COMBINATION OF SEC17ONS• IN ANY TO SEC77ONSANY Nr4NST BE ION.COMBINED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS IN AN1` WAY TO SUIT ANY INSTALLATION. D2009 TXTFCQ, INC. N07ES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS AND Max, �,_ PANEL LENGTHS AS PER SCHEDULE ON SHEET 4 OF 9 '-� LlT TESTING & ENGINEERING COMPANY 2. FOR NEW WOOD FRAME CONSTRUCTION. MOD MEMBERS TO BE SOUTHERN N.W.Jol, VaecOw owoQ4 D..v1Ja PINE No. Z W/ SPECIFIC DENSITY OF 0.55 OR EQUAL FEB 18 2009 any.. T.ras)n1-rtJo Tox . (JOJJ971-13J1 EB-0006719 P.E. SEAL/SIGNATURE/DATE RALTERA. 77LW Jr. P.E. FLORIDA Ue / 44167 SEE SCHEDULE I v I R EXIST7NC CLASS" I 7/6' 0 x J/32' TO E SCHEDULE SHEET 4 WING NUT 0 ONc I EVERY STUD I o I 12' O. C I1-7 1/4 0-2GxJ/4' SS. BOLT5 C. W/ NUT & WASHER 1 Conf. 1/4' 0 LAC SCREWS 0 6' 0. C. 6/ 1 I/1' Min. THREADED PENFTRA77ON TO EXIS..TWG WOOD PUTS {' 0. C. IRED ALTERNATIVE 7 rl i5 F.B.C.(High Velocity Hurricane Zone) r 1/4. 0 LAG SCREWS 6' O. C. W/ 1 1/2' Min. THREADED PENETRA7708 TO EXISTING WOOD HEADER. 1/4' 0-20 PANELMATE FEMALE fD OR PANELMATE PLUS 0 12" 0.c. W/ 1 7/8' Min. . WlNC N O 12' O. C. 1 Conr. I 1/4 0-20014' SS. BOLTS ® 71' O.C. W/ NUT h WASHER THREADED PENETRATION. 7/B' 0 x J/J1' WING NUT 0 —EVERY STUD 0 1 / 11' 0 C ! 1 ALTERNATIVE 8 SEE SCHEDULE FOR Mn. SEPARATION TO EXIS77MG GLASS SEE SCHEDULE ON SHEET 4 Cont. o •� I �1 I WOOD HEADER I REQUIRED o W ISEE SCHEDULE � m O I FOR Min. I J ISEPARATION TO I O W MISTING GLASS I 2 ISEE SCHEDULE I W ON SHEET 4 I Ay I I I ALTERNATIVE f0 n O, ccc crucnluc i � TRUSSES OR RAFTER 0. C. REQUIRED I SEPARATION TO I EXIS77MG GUSTS 2 0 SEE SCHEDULE I a 2 1' x 4' x 1/8' (Min.) ON SHEET 4 e WpOD DECK 6063-T5 Al— TUBE .500' .500' LAC SCREWS TO EACH Cont. (NO FINISHI `O to RAFTER OR TRUSS LOCATE I ALLOWED) 1 h 3 SCREWS AT M/OWI07H OF' i' 14 J/4' N n ca O EX/Sl/NG W000 MEMBER I $ S. S. Al 5. I —l./ J W (2' In. NOMINAL W/O7P, j I ®6' 0. C. Cont. m W/ 2 1/2' Min. THREA0ED I 1 W PENET TION. SEERSCHEDULEin. FOR Min. SEPARATION TO 1 1' 1 EXISTING GUSTS I �� 1/4' 0 LAC SCREW I SEE SCHEDULE I W/ 1 1/2 Min. THREADED ON SHEET 4 I PENETRATION 0 4' O.C. 1 ALTERNATIVE 3 ALTERNATIVE (Max. DESIGN LOAD- S 61.0 psf Maxi PANEL LENGTH- 8'-0- ) WOOD TRUSSES OR RAFTER 0 24" 0. C. REQUIRED IEXSSTING GLASS I O ISEE SCHEDULE I Z 1 SHEET 4 1 y 500 � w � W I pp 14 x J//4 d 1/4" 0-20 PANELMATE S. S. 5. Lf. 5 FEMALE ID OR PANELMATE PLUS ® 5 1/2" 0.1 I 3 SEE SCHEDULE I w m FOR Min. SEPARATION TO I EXISTING GLASS j 2' x 6' a i SEE SCHEDULE ON SHEET 4 1 WOOD DECK REQUIRED k (7 D 8 I (NO FINISH ALLOWED) h Cont. C 2'14' WOO 0 12' D.C. W/ 1 7/8" Min. 3 I AAFJER OR 7RU55. LOC47F 6�'�L TI/READED PENETRATION f3 I SCREWS AT MIDW�OTHOF BERREOU/RED �mCont. j'M^�NOMO/NAL EWIN)SEE SCHEDULE W/ 2 1�2 M 7NRFAOED1 40-20 J/4' d l FOR Min. .,n5 5.BOLTSW/ 7e it �d o 1 EO £0 7/4' 0-20 x J 4IEPARATION TO 5.5. BOLTSW/7/8x Min. 3 J2' W/NC NUT EXISTING CUSS �/2"O.C. "'w`1 1/4' D-20 x%/� >%4 f a1�2C� R RUDED WING®120.C. NUT 1' Min. I I S5. BOLTS W 7 B x 1/4' 0-20 S.S. ON SHEEP 4 J/J2' YANG NUT OLTS ® � J 12" D G PENETRATION 0 4' D.C. NUT .CWASHER. ALTERNATIVE 11 ALTERNATIVE 2 ALTERNATIVE 4 1/4' 0 LAG SCREWS 0 (Mox. DESIGN LOAD- S'- 61.0 p0 MbiMI-DADE COUNTY 000 iU0 24' 0. C. 6' 0. C. W/ 1 1/2' Min. THREADED Mox PANEL LENGTH BO" ) OUIRED f PENEW77ON TO EXISTING WOOD PLATE. F 6UC9•REVI5EA I CEILING & FLOOR MOUNTING INSTALLATIONS DIeP{yL^.g eT3L's Lhe reddB Uu diny CoJc NOTE FOR COMBINATION Of SECTION5: SCALE: 1/4' i' Ac cplxnee ALTERNATIVE 9 SECTIONS B E. knlan L411�75-/4 FLOOR/ WALL/ CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. WALL MOUNTING- INSTALLATIONS 0 n; m173nG i�ifduat£ .. D•, slcn SECTIONS A INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FB.C.(High Velocity Hurricane Zone) SCALE : 1/4' _ 1' 0.030" THICK GALVANIZED BERTHA M•o� 02009 TILTECO, INC. STEEL STORM PANEL DRAWN Y. NOTES: 0410 1. INSTALLA77ONS ARE ONLY VALID FOR DESIGN WIND LOADS AND Max. o;DATr PANEL LENGTHS AS PER SCHEDULE ON SHEET 4 OF 9, EXCEPT THAT 1 ' L �." C 0 N o • EASTERN METAL SUPPLY, INC. DATE FOR ALTERNATIVES 2 AND J A Mox. PANEL LENGTH OF 8�0' AND A 4268 WESTROADS DR. MOX. DESIGN LOAD OF t 61.0 PSF SHALL BE USED. LLI wTESTING &ENGINEERING COMPANY WEST PALM BEACH, FL W407 09-0li r cc�� t� .. JSL\ St. Sh. J0; KA:mA G4POEN; Et JTIQE 2. FOR NEW WO FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN NE 1 p 2 .: Lw6jen-Iva. Fe,: (JOV872-1— wR DRAWING No PINE N0. Z W/ SPECIFIC DENSITY OF 0.55 OR EQUAL Ee-0006719 ocmemax lascmxw' P.E. SEA S/GNATURE/DATE WALTER A TRUT J. P.F. oID os-on 2/4/09 - SHEET 9 OF 9 I✓ FLORIDA Uc. / N767 _ - - SLC - Planning & Development. Services Department - t building & Code Regulations Division i 2300 Virginia Avenue Ifort Pierce, F1.34982 772-462-1553 FILE C.OPY + Desi;n.Certification for Wind Load Compliance 'Ilmis' eurtilicaaiiin must be completed by the project design architect or engineer. 'llmis (.'cdifieatio must be submitted in duplicate with all applications tin building permits involving the construction ofnew residence (single or multi- family), residential addition. any accessory structure requiring u building permit. and any nonresidential structure. "Ilmis C rti Iica Lion shall. nut apply to interior renovations (provided that no exterior structural walls. columns or other components are being alTected) and certain other minor building pennits, For norther assistance, please contact the Building inspection Ofiiee at (772)462-I553 Certification Statement: I certil'y that, to (he best ol'my knowledge and belief. these plans and specifications have been designed to comply with the applicable stnictural portion ol'the Building Codes currently adopted and enforced by St. L.nCie (aunty. I also Celli 1j1 that Stntctural elements depicted cm these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Design Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1 Florida Building Code 20 — _Edition with 20_kj_ Supplements and ASCE 7 : Q 17 2, Building Design is,-Encloscd: ✓ Partially Enclosed: Open building: 3. Mean Roof Height: 10 Roof Pitch: V%'L internal Pressure Coefficient- 4 I S r O 3 sec. gust) 4. Width of End 'Lone: " c Wind Speed: (� 5. Building Classification Table 1-1. ASC'E 7 FBC Table I604.5 6. Wind Exposure Classification. !3 Adjustment Factor for Exposure & Height: 7. Components &Cladding Wind Pressure on Roof Zone 132 2 5w, Z 3 *33.1 PSF 8. Components &.Cladding Wind Pressure on Wall Zone 43,034 547, 2. PSF 9. Components & Cladding wind Pressure on Overhead Garage Door PSF 1.0. Loads: Floor A-& PSF Hoof(dead (5 PSF Roof/live PSF 11. Shear Wails Considered for Structure'' Yes ✓ No (if No, attach explanation) 12. Continuous Load Path provided? Yes ✓ No (it' No; attach explanation) 13. Are Component anti Cladding Details Provided? Yes ✓ No (if No, attach explanation) 1.4. Minimum Sail Bearing Pressure: 2500 Presumptive: By Test: PSF As witnessed by my seal, I hereby certify that itxe,infortltadion included with this certification is true and correct. to the best of my knowledge and belief. Name; A `C K� !-I tJ �. , (.'ert #: DesignFirm; ,r4 L3e I W G.. _ vine: If ` s9�1 D 1 SId AW Form tf 020-011 SEAL Revist4l 2/27N19 (C.a.) Itevised 6/11Y2010(IS) '?TO(YTH 0MIUVaE-E ' 30VUEM-Z . S'II N ADVP-T :,dOa aiaaHs aivmaa aaHovmmv Eas • Sassnam f)NIOFRTg 9 OLZI'IrIKSSNI ' OIIIrIGMM aaoaaa ,maaIHs xuvpoms Tg-Isoa,. avau iiimimavo i i i TLOEE rla 'soHlHas avaoo '3AK ZIT MN 806T V996T T TSZSg3#•S'd 'VjaOHSKHS 'V 3OI2aVX E9V£E•rIa 'saa:0Euaaa:0 'aa 43Ea0TTOM LOVS •a'd 'TOa:aO MTTaS 'S 9V6VE Ia'302i$Id 11d0a . 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From To TC Cont. 0- 0- 0 25- 0- 0 BC Cont. 0- 0- 0 25- 0- 0 psf-Ld Dead Live TC 15.0 20.0 BC 5.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24:011 Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down qpTi?bj Horiz- A 1129 /r 354 U 128 R D 1130354 k7 128 R Jt Brg Size Required A 4.5" 1.5" D 4.5" 1.51' Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd -=--------Top Chords ---------- A -G 0.41 1943 C 0.01 0.40 G -B 0.32 1445 C 0.01 0.31 MiTek® Online Plus'" B -C 0.10 1326 C 0.06 0.04 C -H 0.33 1444 C 0.01 0.32 H =D 0.40 1944 C 0.01 0.39 --------Bottom Chords --------- A -F 0.91 1802 T 0.18 0.73 F -S1 0.72 1322 T 0.14 0.58 S1-E 0:70 1322 T 0.12' 0.58 E -D 0.91 1803 T 0.18 0.73 ------------- Webs ------------- G -F 0.33 517 C F -B 0.12 379 T B -E 0.07 157 T E -C 0.08 305 T E -H 0.33 519 C TL Defl -0.48" in A -F L/604 LL Defl 0.34" in E -D L/849 DL Defl -0.12" at F L/999 Shear // Grain in A -G 0.24 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 4.Ox 4.0 Ctr 0.1 0.90 D MT20 4.Ox 4.0 Ctr 0.1 0.90 S1 MT20 4.Ox 4.0 Ctr 0.2 0.92 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 9.0 psf BC Dead Load 3.0 psf Max comp. force 1944 Lbs Max tens. force 1803 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ 11SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus- © Copyright M7ek01996-2010 Version 27.0.006 Engineering - Portrait 12/7/2010 12:00:17 PM Page 1 Job Mark Quan Type Span Pl-Hl Left OH Right OH I Engineering 21759 A3 2 HIPP 250000 5 1- 9- 0 1- 9- 0 #21759 - HABITAT - 46TH STREET - Ho 4-1 HO 4-1 TCj 1-9-0 1 9-0-0 1 7-0-0 1 9-0-0 1 1-9-0 1 4x8 4x4 B C T. 2x4 2x4 5-G H 4-1-1 4x4 A 4x4 D "I F 3x4 Sl E 3x4 3x6 W:408 W:408 - R:1129 R:1129 U: 353 U: 353 BC 25-0-0 B25-0-0 ALL PLATES ARE MT2020 Scale: 0.254" = 1' MiTek@ Online Plus - Online Plus -- Version 27.0.006 C -H 0.29 1649 C 0.01 0.28 RUN DATE: 07-DEC-10 H -D 0.30 1993 C 0.01 0.29 --------Bottom Chords--------- CSI -Size- ----Lumber---- A -F 0.79 1834 T 0.19 0.60 TC 0.58 2x 4 SP-#2 F -S1 0.48 1524 T 0.15 0.33 BC 0.79 2x 4 SP42 S1-E 0.64 1524 T 0.17 0.47 WB 0.15 2x 4 SP-#3 E -D 0.79 1838 T 0.19 0.60 • ------------- Webs ------------- Brace truss as follows: G -F 0.14 331 C O.C. From To F -B 0.10 323 T TC Cont. 0- 0- 0 25- 0- 0 B -E 0.14 150 T BC Cont. 0- 0- 0 25- 0- 0 E -C 0.08 299 T E -H 0.15 335 C psf-Ld Dead Live TC 15.0 20.0 TL Deft -0.28" in A -F L/999 BC 5.0 0.0 LL Defl 0.1411 in E -D L/999 TC+BC 20.0 20.0 DL Defl -0.12" at F L/999 Total 40.0 Spacing 24.0" Shear // Grain in B -C 0.29 Lumber Duration Factor 1.25 Plate Duration Factor 1.25 Plates for each ply each face. TC Fb=1.15 Fc=1.10 Ft=1.10 Plate - MT20 20 Ga, Gross Area BC Fb=1.10 Fc=1.10 Ft=1.10 Plate - RHS 20 Ga, Gross Area Plate - MTSH 18 Ga, Gross Area Total Load Reactions (Lbs) it Type Plt Size X Y JSI Jt Down i Horiz- A MT20 4.Ox 4.0 Ctr 0.1 0.92 A 1129 354 U 105 R D MT20 4.Ox 4.0 Ctr 0.1 0.92 D 1129 54 105 R REFER TO ONLINE PLUS GENERAL _ it Brg Size Required NOTES AND SYMBOLS SHEET FOR A 4.5" 1.5" ADDITIONAL SPECIFICATIONS. D 4.511 1.5" Plus 6 Wind Load Case(s) Plus 1 -UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -G 0.31 1989 C 0.01 0.30 G -B 0.30 1647 C 0.01 0.29 B -C 0.58 1531 C 0.03 0..55 NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 9.0 psf BC Dead Load 3.0 psf Max.comp. force 1993 Lbs Max tens. force 1838 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ 'rBCSI-BI SUMMARY SHEET" BEFORE HANDLING .INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus-© Copyright MiTek@ 1996-2010 Version 27.0.006 Engineering -Portrait 12r/2010 12:00:17 PM Pagel Job Mark Quari Type Span Pl-Hl Left OH Right OH Engineering 21759 A4H 2 HIPP 250000 5 1- 9- 0 1- 9- 0 #21759 - HABITAT - 46TH STREET - -. - -- -HO-4-1 - _ - -' - - - ---- - - - - - -------- - - HO--4-T---- ------ TC1 1-9-0 1 7-0-0 1 11-0-0 1 7-0-0 4x10 2x4 B R 4xl0 C T 3x4 3x4 5 TJ L 3-3-1 3x8 3x8 4x6 A 4x6 D I = F 2x4 '3x4 Sl H43x4 18G-MTSH-3x104x8 E G 2x4 W:408 W:408 R:2237 R:2237 U:1127 U:1127 SC 25-0-0 a 25-0-0 ' EXCEPT AS SHOWN ALL PLATES ARE MT2020 Scale: 0.254" = 1' MiTek® Online Plus - Online Plus -- Version 27.0.006 on BC FBC2007 RUN DATE: 07-DEC-10 TPI 2002 Membr CSI P Lbs Axl-CSI-Bnd Girder Step Down Hip CSI -Size- ----Lumber---- ----------Top Chords---------- Framing King Jacks TC 0.65 2x 4 SP-SS A -J 0.49 4634 C 0.20 0.29 Jack Open Faced -- 0.65 2x 4 SP-#2 J -B 0.65 4635 C 0.17 0.48 Setback 7- 0- 0 A -B C -D B -K 0.65 5315 C 0.22 0.43 OH Loading BC 0.52 2x 4 SP-SS K -C 0.65 5315 C 0.22 0.43 Soffit psf 2.0 • WB 0.37 2x 4 SP-#3 C -L 0.65 4635 C 0.17 0.48 Design checked for 10 psf non - PE --- 2x 4 SP-#3 L -D 0.49 4634 C 0.20 0.29 concurrent LL on BC. --------Bottom Chords--------- Wind Loads - ANSI / ASCE 7-05 Brace truss as follows: A -I 0.52 4246 T 0.40 0.12 Truss is designed as a Main O.C. From To I -F 0.52 4246 T 0.40 0.12 Wind -Force Resistance System. TC Cont. 0- 0- 0 25- 0- 0 F -S1 0.47 4294 T 0.23 0.24 Wind Speed: 140 mph BC Cont. 0- 0- 0 25- 0- 0 S1-H 0.43 4294 T 0.40 0.03 Mean Roof Height: 15-0 H -E 0.47 4293 T 0.23 0.24 Exposure Category: B psf-Ld Dead Live E -G 0.52 4246 T 0.40 0.12 Occupancy Factor : 1.00 TC 15.0 20.0 G -D 0.52 4246 T 0.40 0.12 Building Type: Enclosed BC 5.0 0.0 -------------Webs------------- Zone location: Exterior TC+BC 20.0 20.0 I -J 0.05 155 T TC Dead Load 9.0 psf Total 40.0 Spacing 24.0" J -F 0.04 159 C BC Dead Load 3.0 psf Lumber Duration Factor 1.25 F -B 0.20 654 T User -defined wind -exposed BC Plate Duration Factor 1.25 B -H 0.37 1157 T regions --From-----To--- TC Fb=1.00 Fc--1.00 Ft=1.00 H -K 0.20 965 C 0- 0- 0 25- 0- 0 BC Fb=1.00 Fc=1.00 Ft=1.00 H -C 0.37 1158 T Max comp. force 5315 Lbs E -C 0.20 654 T Max tens. force 4294 Lbs Total Load ctionsI (Lbs) E -L 0.04 175 T Connector Plate Fabrication Jt Down Horiz- G -L 0.05 155 T Tolerance = 20% _ A 2238 EP71211)u 81 R This truss is designed for a D 2238 81 R TL Defl -0.59" in F -H L/492 creep factor of 1.5 which `y LL Defl -0.23" in F -H L/999 is used to calculate total Jt Brg Size Required DL Defl -0.24" at S1 L/999 load deflection. A 4.5" 2.6" Shear // Grain in B -K 0.63 FABRICATOR NOTES: D 4.5" 2.6" 1. EAST COAST TRUSS Plates for each ply each face. 5285 ST.LUCIE BLVD. LC# 1 Girder Loading Plate - MT20 20 Ga, Gross Area FORT PIERCE,FL 34946 Dur Fctrs - Lbr 1.25 Plt 1.25 Plate - RHS 20 Ga, Gross Area plf - Dead Live* From To Plate - MT8H 18 Ga, Gross Area S. Selim Cerci, P.E. TC V 30 40 0.0' 25.0' it Type Plt Size •X Y JSI 5407 Wellcraft Dr. BC V 10 0 0.0' 25.0' A MT20 4.Ox 6.0 3.0 1.7 0.86 Greenacres, FL.33463 TC V 38 50 7.0' 18.0' A MT20 3.Ox 8.0 2.3 0.4 0.90 BC V 13 0 7.1' 17-.9' D MT20 4.Ox 6.0-3.0 1.7 0.86 MAURICE A. SHASHOUA, BC V 280 280 7.1' CL-LB D • MT20 3.Ox 8.0-2.3 0.4 0.90 P.E.#EB5251 & 19554 BC V 280 280 17.9' CL-LB 1908 NW 112 AVE. REFER TO ONLINE PLUS GENERAL CORAL SPRINGS, FL 33071 Plus 6 Wind Load Case(s) NOTES AND SYMBOLS SHEET FOR 2. !!!CAUTION!!! READ "BCSI-B1 Plus 1 UBC LL Load Case(s) ADDITIONAL SPECIFICATIONS. SUMMARY SHEET" BEFORE Plus 1 DL Load Case(s) HANDLING , INSTALLING & NOTES: BRACING TRUSSES. Checked for NonConcurrent 200 Trusses Manufactured by: 3. SEE'ATTACHED DETAIL SHEET Lbs Moving Point Load applied East Coast Truss FOR: 1-JACK NAILS. at Panel Points and Mid -panel Analysis Conforms To: 2-TBRACE. 3-BEARING BLOCK. Online Plus- © Copyright MiTek® 1996-2010 Version 27.0.006 Engineering -Portrait 12l/2010 12:00:18 PM Pagel Job Mark Quan Type Span Pl-Hl Left OH . Right OH Engineering 21759 ^-HJ7 4 MONO 91013 3.536 2- 5-11 0 #21759 - HABITAT - 46TH.STREET - HO 3-13 HO 3-2-13 TC I 2-5-11 I ----- ---- -- --- 9-10-13 2-16d 3.536 2x4 D' 3-2-13 3x3 A C 3x33-16d W:606 R: 462 ' U: 343 BC 9-10-13 9-10-13 Online Plus -- Version 27.0.006 RUN DATE: 07-DEC-10 CSI -Size- ----Lumber---- TC 0.52 2x 4 SP-#2 BC 0.85 2x 4 SP-#2 . WB 0.32 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9-10=13 BC Cont. 0- 0- 0 9-10-13 psf-Ld Dead Live TC 15.0 20.0 BC 5.0 0.0 TC+BC 20.0 20.0 Total 40..0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Total Load Reactions (Lbs) it Down Uplift Horiz- A 462 344 U 67 R C 365 246 U B 289 123 U 171 R it Brg Size Required A 6.4" 1.5" C 3.5" 1.5" B 1.5" 1.5" LC# 1 Girder Loading Dur Fctrs - Lbr 1.25 Plt 1.25 plf - Dead Live* From To TC V 30 40 0.0' 9.9' BC V 10 0 0.0' 9.9' TC V -30 -40 0.0' 34 45 9.9' BC V -10 0 0.0' 11 0 9.9' Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 ALL PLATES ARE MT2020 MiTek® Online Plus- Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords----- ----- A =D 0.52 707 C 0.0.0 0.52 D -B 0.44 100 T 0.00 0.44 --------Bottom Chords --------- A -C 0.85 698 T 0.08 0.77 ------------- Webs ------------- D -C 0.32 733 C C -B 0.03 0 T WindLd TL Defl -0.35" in A -C L/312 LL Defl -0.23" in A -C L/470 DL Defl 0.00" at L/999 Shear // Grain in D -B 0.33 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Plt Size X Y JSI REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TP.I 2002 Girder King Jack Loading TC and BC Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for 10 psf non - concurrent LL on BC. Use properly rated hangers for loads framing into girder toenails toenails Scale: 0.476" = 1' truss.' Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 9.0 psf BC Dead Load 3.0 psf User -defined wind -exposed BC regions --From-----To--- 0- 0- 0 9-10-13 Max comp. force 733 Lbs Max tens. force 698 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY.SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus- © Copyright MiTekO 1996-2010 Version 27.0.006 Engineering - Portrait 12/72010 12:00:18 PM Page 1 Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 21759 ^-EJ7 14 ENDJO 70000 5 1- 9- 0 0 #21759 - HABITAT - 46TH STREET HO 4-1 HO 3-3-1 TCj 1-9-0 7-0-0 n 2-16d toenails 5 3-3-1 2x4 A C 2-16d toenails W:408 R: 412 U: 208 BC 7-0-0 7-0-0 ALL PLATES ARE MT2020 Scale: 0.549" = 1' Online Plus -- Version 27.0.006 RUN DATE: 07-DEC-10 CSI -Size- ----Lumber---- TC 0..54 2x 4 SP-#2 BC 0.65 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0' psf-Ld Dead Live TC 15.0 20.0 BC 5.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 413 208 U 144 R C 245 104 U B 213 134 U 97 R it Brg Size Required A 4.5" 1.5" C 3.5" 1.5" B 1.5" 1..5" Plus 4 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) . Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.54 74 C 0.00 0..54 --------Bottom Chords --------- A -C 0.65 0 T 0.00 0.65 MiTek® Online P1us- TL Defl -0.17" in A -C L/448 LL Defl -0.07" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -B 0.28 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Plt Size X Y JSI REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 9.0 psf BC Dead Load 3.0 psf User -defined wind -exposed BC regions --From-----To--- 0- 0- 0 7- 0- 0 Max comp. force 74 Lbs Max tens. force 58 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5. which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ "BCSI-B1 SUMbFaRY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2=TBRACE. 3-13EARING BLOCK. Online Plus- © Copyright MiTekO 1996-2010 Version 27.0.006 Engineering - Portrait 12l72010 12:00:19 PM Page 1 Job Mark Quan Type Span Pl-HI Left OH Right OH El:gineering 21759 ^ CJI 8 ENDJO 10000 5 1- 9- 0 0 #21759 - HABITAT - 46TH STREET - HO 4-1 HO 9-1 T11 1-9-0 1 1-0-0 1 5 C T2X4 2-16d toenails A 9-1 W:408 R: 166 U: 79 BC 1-0-0� __ 1-0-0 -BI ALL PLATES ARE MT2020 Online Plus -- Version 27.0.006 RUN DATE: 07-DEC-10 d CSI -Size- ----Lumber---- TC 0.04 2x 4 SP-#2 BC 0.04 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1- 0- 0 BC Cont. 0- 0- 0 1- 0- 0 psf-Ld Dead Live TC 15.0 20.0 BC 5.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Eb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 167 79 U 20 R B 71 20 U C 208 17 U 13 R Jt Brg Size Required A 3.5" 1.5" B 1.5" 1.5" C 1.5" 1.5" Plus 4 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.04 24 T 0.00 0.04 --------Bottom Chords --------- A -C 0.04 12 T 0.00 0.04 MiTek® Online Plus- TL Defl 0.00" in A -C L/999 LL Defl 0.00" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in C -C 0.09 Plates for each ply each face. Plate - MT20 20 Ga,.Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads- ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 9.0 psf BC Dead Load 3.0 psf 2-16d toenails Scale: 0.968" = 1' User -defined wind -exposed BC regions--From-----To--- 0- 0- 0 1- 0- 0 Max comp. force 9 Lbs Max tens. force 24 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS. 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407.Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ "SCSI-B1 SUMMP.RY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE'. 3-BEARING BLOCK. Online Plus- © Copyright MiTek® 1996-2010 Version 27.0.006 Engineering - Portrait 12/72010 12:00:20, PM Page 1 f Job Mark Quart Type Span P1-H1 Left OH Right OH Engineering 2� %59 -C'J3 8 ENDJO 30000 5 1- 9- 0 0 #21759 - HABITAT - 46TH STREET - HO 4-1 HO 1-7-1 . TC1 1-9-0 1 3-0-0 5 2-16 1-7-1 2x4 A C 2-16 W:408 R: 257 U: 120 BC 3-0-0 3-0-0 ALL PLATES ARE MT2020 Online Plus --.Version 27.0.006 RUN DATE: 07-DEC-10 CSI -Size- TC 0.10 2x 4 SP-#2 BC 0.20 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 0- 0 BC Cont. 0- 0- 0 3- 0- 0 psf-Ld Dead Live TC 15.0 20.0 BC 5.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Eb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 257 121" U 61 R C 218 45 U B 87 57 U 41 R it Erg Size Required A 4.5" 1.5" C 3.5" 1.5" B 1.5" 1.5" Plus 4 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ------- A -B 0.10 30 C 0.00 0.10 --------Bottom Chords --------- A -C 0.20 0 T 0.00 0.20 MiTek® Online Plus"' TL Defl -0.01" in A -C L/999 LL Defl 0.00" in A -C ,L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.17 Plates for'each ply each face. Plate - MT20 20 Get, Gross Area Plate - RHS 20'Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Plt Size X Y JSI REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 9.0 psf BC Dead Load 3.0 psf d toenails d toenails Scale: 0.646" = 1' User -defined wind -exposed BC regions --From-----To--- 0- 0- 0 3- 0- 0 Max comp. force 30 Lbs Max tens. force 25 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor -of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. M CAUTION M READ 1113CSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus- © Copyright MiTek01996-2010 Version 27.0.006 Engineering - Portrait 12IM2010 12:00:19 PM Page 1 Job Mark Quern Type Span Pl-Hl Left OH Right OH Engineering 21759 ^-CJS. 8 ENDJO 50000 5 1- 9- 0 0 #21759 - HABITAT - 46TH STREET HO 4-1 HO 2-5-1 2-5-1 Online Plus -- Version 27.0.006 RUN DATE: 07-DEC-10 CSI -Size- ----Lumber---- TC 0.25 2x 4 SP-#2 BC 0.41 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 0- 0 BC Cont. 0- 0- 0 5- 0- 0 psf-Ld Dead Live TC 15.0 20.0 BC 5.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.011 Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 334 158 U 103 R C 232 75 U B ISO 95 U 69 R it Brg Size Required A 4.5" 1.5" C 3.5" 1. Sir B 1.51' 1.5" Plus 4 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.25 52 C 0.00 0.25 --------Bottom Chords --------- A -C 0.41 0 T 0.00 0.41 W:408 R: 334 U: 157 -- -- - 5-0-0 ALL PLATES ARE MT2020 MiTek® Online Plus' TL Defl -0.04" in A -C L/999 LL Defl -0.02" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -B 0.19 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MTSH 18 Ga, Gross Area it Type Plt Size X Y JSI REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 9.0 psf BC Dead Load 3.0 psf 2-16d toenails 2-16d toenails Scale: 0.661" = 1' User -defined wind -exposed BC regions --From-----To--- 0- 0- 0 5- 0- 0 Max comp. force 52 Lbs Max tens. force 42 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285.ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-13EARING BLOCK. Online PlusTM © Copyright MiTekO 1996-2010 Version 27.0.006 Engineering - Portrait 12l712010 12:00:19 PM Page 1 4.2:0 59 - HABITAT - 46TH STREET - Page: 1 21759/ 15 1 TR , A1AT 21759/ 2 1 HIPP A2 21759/ 2 1 HIPP A3 21759/ 2 1 HIPP A4H 21759/ 4 1 MONO -HJ7 1298 353 1129 353 �1 1129 353 1129 353 1129 353 2237 1127 2237 1127 462 343 364 246 288 122 Online Plus:rm 0 Copyright MiTek@ 1996-2010 Version 27.0.006 Summary Page Uplift Report Date 12/07/10 Page:1 Potable Water Plumbing/Fixture Schedule Fixture ManuE -Model. Provided By Comments W.C. Kohler Restale Dual Flush Lav Kohler Restale Kitchen Sink Kohler Restale Kitchen faucet Kohler Restale Shower Faucets Kohler IRestale Low Flow Kohler IRestale Shower Stalls lRestale. IE.W.H. Piping Notes l. Potable water piping below grade to be type "k" Copper. 2. Potable water piping above slab HPVC schedule 40 3. 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Pierce, FL TO'BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: 4 BLOCK: C SUBDIVISION PROPERTY ID #: 240650200360004 Harmony Heights PLATTED: 1947 ZONING: Res I/M OR EQUIVALENT: [ Y PROPERTY SIZE: 0.13 ACRES WATER SUPPLY: [ X ] PRIVATE PUBLIC [ ]<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y (Y' no DISTANCE TO SEWER: N/A FT PROPERTY ADDRESS: North 46th Street, Ft Pierce, FL DIRECTIONS TO PROPERTY: Angle Road to Ave. O. BUILDING INFORMATION Unit Type of No Establishment 1 Single Family Res 2 3 4 East on Ave Q, North on 46th Street to the end. [ X ] RESIDENTIAL [ ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, PAC 3 B.R. 1175 s.f. [ ] Floor/Equipment Drains ( ] Other (Specify) SIGNATURE: f `2 ----- DATE: �jF t7�E STATE OF FLORIDA DEPARTMENT OF HEALTH PERMIT #. ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: Habitat For Humanity AGENT: Culpepper & Terpeninq LOT: 4 BLOCK: C SUBDIVISION: Harmony Heights PROPERTY ID #: 240650200360004 [Section/Township/Parcel No. or Tax ID Number] TO BE COMPLETED BY ENGINEER, HEALTH DEPARTEMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINNEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [ X ] YES TOTAL ESTIMATED SEWAGE FLOW: 300 [ ] NO NET USABLE AREA AVAILABLE: 0.13 ACRES AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER-TABLE2 325 ] UNOBSTRUCTED AREA AVAILABLE: 325 GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACRE] SQFT UNOBSTRUCTED AREA REQUIRED: 750 SQFT BENCHMARK/REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS 17 [INCHES/FT] [ABO BELOW BENCHMARK/ FERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER:, 75 FT DITCHES/SWALES: 15 FT NORMALLY WETS No WELLS: PUBLIC: 2 00 FT LIMITED USE: 100 FT PRIVATE: 75 FT NON -POTABLE 3 50] FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 10 FT POTABLE WATER LINES: 10 FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [x] NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SOIL PROFILE INFORMATION SITE 1 MUNSELL #/COLOR TEXTURE DEPTH 10yr 3/1 Fine Sand 0 TO 18" 10yr 6/3 Fine Sand 18"Tp 2411 _10yr 4/3 Fine Sand 24"TO 60" O TO TO TO TO USDA SOIL SERIES: 2 Ankona Sand 10 YEAR FLOODING? [ ] YES [X]NO SITE ELEVATION: N/A FT MSL/NGVD SOIL PROFILE INFORMATION SITE 2 MUNSELL #/COLOR TEXTURE DEPTH Tv TO TO TO mn iv TO USDA SOIL SERIES: -OBSERVED WATER TABLE:Below 60INCHES [ABOVE / BELOW] EXISTING GRADE. TYPE:[PERCHED / APPARENT] ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [ABOVE / BELOW] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ] YES [x] NO MOTTLING: [ ] YES [ ] NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: 0.80 DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: [x] TRENCH [ ] BED (SPECIFY) REMARKS/ADDITIONAL CRITERIA: [ ] OTHER INCHES ,SITE EVALUATED BY: DATE: // /0 l0 DH 4015, 10/96 (Replaces HRS-H Fo= 4015 [page 31 which may be used) Page 3 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Habitat for Humanity CONTRACTOR / AGENT: Culpepper & Terpening LOT: 4 BLOCK: C SUBDIVISION: Harmony Heights ID#: 240650200360004 APPLICATION # AP984289 PERMIT # 56-SF-1287373 DOCUMENT # SE830546 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.13 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 325.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 563.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: NAIL ON WEST FACE OF PP, W OF N. 46TH ELEVATION OF PROPOSED SYSTEM SITE 17.00 [ INCHES / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 75 FT DITCHES/SWALES: 15 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: N/A FT NON -POTABLE: 70 FT BUILDING FOUNDATIONS: 10 FT PROPERTY LINES: 11 FT POTABLE WATER LINES: N/A FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO] 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 1 USDA SOIL SERIES:Nettles sand Munsell #/Color Texture Depth 1 OYR 3/1 VF Sand 0 To 12 1 OYR 6/3 Fine Sand 12 To 24 1 OYR 7/1 Fine Sand 24 To 36 1OYR 6/3 Sandy Loam 36 To 60 10YR 6/1 Sandy Clay 60 To 72 SOIL PROFTT.R TVrAPMAMTAM QTMc 7 USDA SOIL SERIES:Nettles sand Munsell #/Color Texture Depth 1 OYR 4/1 VF Sand 0 To 18 1 OYR 6/1 Fine Sand 18 To 30 10YR 7/1 Fine Sand 30 To 42 10YR 6/4 Sandy Clay 42 To 60 1 OYR 6/4 Clay 60 To 72 OBSERVED WATER TABLE: 50.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 1$ INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 18.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DRAINFIELD CONFIGURATION: [X ] TRENCH [ - REMARKS/ADDITIONAL CRITERIA SITE EVALUATED BY: Fine Sand/0.80 DEPTH OF EXCAVATION: INCHES ] BED [ ] OTHER (SPECIFY) Duncan, Jamest(fitle: Environmental Specialist II) (St. Lucie County Environmental He DH 4015, 08/09 (Obsoletes Previous editions which may not be used) Incorporated: 64E-6.001, FAC DATE: 11 /12/2010 Page 3 of 4 AP984289 EID1287373 v 1.0.2 FND. 3/4" I.R. NO I.D. BENT < BLOCK CORNER LOT 22 LOT 3 BLOCK C BLOCK C (OCCUPIED) (F.F.E. = 99.30') (VACANT) FND. FND. 5/8" I.R.C. 5/8" I.R.C. LB 4286 LB 4286 98� N 89'37'30" W 9g2 115.00' (C) oO in 25.0' SETBACK 7.5' SETBACK Cq N 0� U vv 25.1' O r, s•,e' FORMS 0.33' LOWER 47.0' 7.0' O Y THAN MAIN BUILDING I Tx2S' FORMS 0.35• Lowell 2C O OT � t aFORMBOARDS � O'BLOT o b oN (VACANT) 14. LOCATED 1-31-2011 N F.F.E. - 101.3' (ASSUMED DATUM) Ui N LO N O A 4.0' (CROWN OF ROAD + 187 o LOT 4 N BLOCK C 47'0' 7.0' 25.1' 7.5' SETBACK N 6 N g ry S 89'37'30" E 115.00' (C) 115.00' (P) FND. FND 5/8" I.R.C. 5/8" I.R.C. LB 4286 PLS 4945 00 0.1' EAST 0.2' NORTH 0 0) � , j n f LOT 5 LOT 20 BLOCK C (OCCUPIED) BLOCK C O�I (F.F.E. = 101.71') (VACANT) I?j FND. FND. 5/8" I.R.C. PLS 4945 0.1' EAST PLS 4945 5/8" I.R.0NOR. 0.2' NORTH FND. 4..x4" C.M.—\ NO I.D. • - • ' BROKEN THOMAS P. KIERNAN' DATE Professional Surveyor & Mapper Florida Certificate No. 6199 1 01 -57_ 25.00' � O rno of o 0) o O Z 1 Ud 00 'io� IY q- Lo Z 1z gig as 0 z z U v FND. 5/8" I.R.C. o o PLS 4945 z 4 BLOCK Ui 25.00' CORNER 9% W PROJECT BENCHMARK 9� SET P.K.. NAIL IN WEST FACE OF POWER POLE 3 a ELEV. = 100.00' p � (ASSUMED DATUM) x� cD o Z�o pN to 9$g J. 0 J 2 or z 0 STREET ADDRESS 46TH STREET LEGAL DESCRIPTION Lot 4, Block C, according to the plat of HARMONY - HEIGHTS, as recorded in Plat Book 8, Page 24 of the Public Records of St. Lucie County, Florida. LEGEND & ABBREVIATIONS ID GRAPHIC SCALE IN FEET CONC. DENOTES CONCRETE P.B. DENOTES PLAT BOOK P.C. DENOTES POINT OF CURVATURE C.M. DENOTES CONCRETE MONUMENT 1 , DENOTES CENTER LINE O.R. DENOTES OFFICIAL RECORDS BOOK PK&DISK DENOTES PARKER KALON NAIL AND DISK I.R.C. DENOTES IRON ROD & CAP I.D. DENOTES IDENTIFICATION NUMBER PG. DENOTES PAGE P.P. DENOTES POWER POLE B.R. DENOTES BEARING REFERENCE R. DENOTES PROPERTY LINE P.O.B. DENOTES POINT OF BEGINNING TYP. DENOTES TYPICAL P.O.C. DENOTES POINT OF COMMENCEMENT FND. DENOTES FOUND I.P. DENOTES IRON PIPE L.B. DENOTES LICENSED BUSINESS I.R. DENOTES IRON ROD CALC. DENOTES CALCULATED U.E. DENOTES UTILITY EASEMENT RLS DENOTES REGISTERED LAND SURVEYOR P.I. DENOTES POINT OF INTERSECTION (P) DENOTES PLAT DATA O.H.U. DENOTES OVERHEAD UTILITIES (M) DENOTES MEASURED DATA EQUIP. DENOTES EQUIPMENT (C) DENOTES CALCULATED FROM FIELD MEASUREMENTS © DENOTES WATER METER `Q7 DENOTES UTILITY POLE +� DENOTES GROUND ELEVATION GENERAL NOTES The bearings shown hereon are referenced to the WEST right—of—way line of 46th Street having on assumed bearing of North. 2. All above ground fixed improvements, if any, have been located and shown hereon. 3. Underground utilities and utility services have not been located on this survey. 4. By graphic plotting only, this property is in Zone "X" according to the Flood Insurance Rate Map, Community Panel No. 12111CO178 F, effective date August 19, 1991 The exact designation can only be determined by an elevation certificate. 5. Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor & Mapper. 6. Lands shown hereon were not abstracted by this office for rights —of —way, easements of record, ownership, abandonment's deed restrictions, or Murphy Act Deeds. 7. The last date of field work Was January 31, 2011. 8. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 9. Elevations shown hereon are based on an assumed datum benchmark as noted. 10. City water is available. REVISION: 01-31-2011 ADDED FORMBOARDS -SB I IMPERVIOUS AREAS Living area 1175 square feet 34" I.R. 2s.00• Porch 175 square feet BENT Total ±1350 square feet BLOCK CORNERCL TOTAL LOT AREA _ Total ±5746 square feet (n 0 'Py I LOT 22 LOT 3 rn o STREET ADDRESS BLOCK C BLOCK C X 46TH STREET (OCCUPIED) •(F.F.E. = 99.30') (VACANT) O Z SET I LEGAL DESCRIPTION SET 5/e' I.R.C.69 P Lot 4, Block C, accordin to the lot of HARMONY 10 20 I 5/8" I.R.C. LB 4286 LB 4286 the HEIGPublic Records, as recordeof IStPLuceoCountyP Florida. 24 of GRAPHIC SCALE IN FEET N 8937'30" W 9gZ 115.00' (C) 990 19�, 9$9 ` sETBACKLEGEND & ABBREVIATIONS 7.5' SETBACK N N �.25.0' CONC. DENOTES CONCRETE P.B. DENOTES PLAT BOOK V__251' __ LULLJ P.C. DENOTES POINT OF CURVATURE C.M. DENOTES CONCRETE MONUMENT o DENOTES CENTER LINE ^ r ` %���� / �47.0'; �i 'ii yr70' ' h4 _" oi0o l K&DISK DENOTES PARKER KALON NAIL AND DISK Iri I..R.C. DENOTES IRON.R. DENOTES ROD & CAPAL S BOOK I.D. DENOTES IDENTIFICATION NUMBER MR PG. DENOTES PAGE LOT 21 OOaRI\IE �I RMW P•P• DENOTES POWER POLE B.R. DENOTES BEARING REFERENCE �n i PROPOSED ((� $ DENOTES PROPERTY LINE9k ONE-STORY f ,� o, P.O.B. DENOTES POINT OF BEGINNING BLOCK C o of WEST FACE OF TYP. DENOTES TYPICAL P.O.C. DENOTES POINT OF COMMENCEMENT rn ,� SINGLE FAMILY RESIDENCE of N; _' a o POWER POLE (VACANT) o BLOCK C y . N F.F.E. -1D1a' (ASSUMED DMUY) N) = FEND. DENOTES FOUND I.P. DENOTES IRON PIPE ,� ( OF ROAD + 16") •� �- 90 ELEV. = 100.00' L.B. DENOTES LICENSED BUSINESS I.R. DENOTES IRON ROD O }} PROPOSED O CALC. DENOTES CALCULATED PROPOSED -f .` COVERED o (ASSUMED DATUM) U.E. DENOTES UTILITY EASEMENT ( O RLS DENOTES REGISTERED LAND SURVEYOR P.I. DENOTES POINT OF INTERSECTION (� 4'x8' SHED ' 47 0' { . ,� • CONC. PORCH Z I �� = ~ 1 7 0� _ 0 (P) DENOTES PLAT DATA c� o O.H.U. DENOTES OVERHEAD UTILITIES � 251• $� Wb (M) DENOTES MEASURED DATA EQUIP. DENOTES EQUIPMENT I L b N C DENOTES CALCULATED FROM FIELD MEASUREMENTS ® DENOTES WATER METER 7.5' SETBACK N ;CS!jji a Ln �(jj DENOTES UTILITY POLE 9$6 �: i 9$9 P GENERAL NOTES + DENOTES GROUND ELEVATION S 89 37'30" E 115.00' (C) I 1. The bearings shown hereon are referenced to the WEST right—of—way line of 46th Street 115.00' (P) having an assumed bearing of North. ivy SET FND• �� 5/8- I.R.C. I 2. All above ground fixed improvements, if any, have been located and shown hereon. 5/8" I.R.C. LB 4286 PLS 4945 orn 0.1' EAST ii 3. Underground utilities and utility services have not been located on this survey. 0.2' NORTH 0 rn LOT 5 C! c 4. By graphic plotting only, this property is in Zone "X" according to the Flood LOT 20 BLOCK C °' o Insurance Rate Map, Community Panel No. 12111CO178 F, effective date August 19, 1991 BLOCK C o O (OCCUPIED) r' The exact designation can only be determined by an elevation certificate. (VACANT) (Oj� (F.F.E. 101.71') 5. Reproductions of this map are not valid without the signature and original raised seal FEND. FEND. z of a Florida Licensed Surveyor & Mapper. " ' 5/8" I.R.C. 5/8" I.R.C. 6. Lands shown hereon were not abstracted b this office for rights —of —way, easements 'PLS 4945 PLS 4945 y g y, 0.1' EAST 0.2' NORTH of record, ownership, abandonment's deed restrictions, or Murphy Act Deeds. RS-4 ZONING SETBACKS / 7. The last date of field work was October 7, 2010. FRONT 25.0' REAR 15.0' a 8. Additions or deletions to survey maps or reports by other than the signing party SIDE 7.5' FND 4'x4' C.M. No c Y or or parties is prohibited without written consent of the signing part parties. zoo MAX LOT COVERAGE BY BUILDINGS IS 307 BROKEN 9. Elevations shown hereon are based on an assumed datum benchmark as noted. ACTUAL LOT COVERAGE BY BUILDING IS 23.5% 10. City water is available. FND. 5/8" I.R.C. o 4M e PLS 4945 Z'$ui File:10-562.DWG CULPEPPER TERPENING, INi BLOCK CONSULTING: EN'.:INEERS LAND SURVEYOR 25.00' Date:10/10/2010 � CORNER Pro o5ed 565 Plan THOMAS P. KIERKAN DATE FB 1004/20 2980 SOUTH 25th STREET Professional Surveyor dc, Mapper Lot 4, Block C of Scale: 1 "=20' FORT PIERCE, FLORIDA 34981 A Florida Certificate No. 6?99 - ' Harmony Heights Subdivision Drawn by. S.B. (T PHONE 772w-w.ct eag com772-4G4 9497 Checked bv: T.P.K. __.— __ __ - _ ' IMPERVIOUS AREAS i Living area 1175 square feet Porch 175 square feet s Total ±1350 square feet TOTAL LOT AREA Total ±5746 square feet LOT 22 BLOCK C LOT 3 (OCCUPIED) BLOCK C (F.F.E. = 99.30') (VACANT) •."j,, EXISTING GROUND ELEVATION (TYPICAL) 1.15.00' ---�- N CV UNOBSTRUCTED AREA 11. 0 - (750 S.F.) 25.1' DRAIN FIELD I / ` � .47.0' VZ,4�'XEI' 7.0' ' p LOT 21 LO TRENCHES I 375 S.F. SHED LOT 4 !/ PROPOSED BLOCK C i° B$ 9 I I y o BLOCK C /� 0, 12' DRIVE (PEINEABLE PAVERS) b (VACANT) I 0 I N PROPOSED N N 3 BEDROOM HOUSE SINGLE FAMILY RESIDENCE PROPOSED SOIL BORI SIG I / 47.0' COVERED 7.0' CO CH J////////� 25.1' PEINEABIE PAVERS 980 N of 9$9 ci 900 GAL. 115.00' SEPTIC TANK LOT 5 L0T,`20 BLOCK C BLOCK C ' (OCCUPIED) (VACANT) (F.F.E. = 101.71') THOMAS P. KIERNAN,' DATE Professional Surveyor,'& 'Mdp0er, , Florida Certificate No. 6169 I LU LU Iry i� °' I I of (S) g8� d' I} 3� Y �` oIr I 77 O N N 980 91' 980 25.00' FILE �-Upy 0 10 20 STREET ADDRESS GRAPHIC SCALE IN FEET 46TH STREET LEGAL DESCRIPTION Lot 4, Block C, according to the plat of HARMONY HEIGHTS, as recorded in Plat Book 8, Page 24 of the Public Records of St. Lucie County, Florida. PROJECT BENCHMARK SET P.K. NAIL IN WEST FACE OF POWER POLE ELEV. = 100.00' (ASSUMED DATUM) NOTE; LOT IS ON CITY WATER Septic 5y5tem Plot Plan Lot 4, Block ^C of Harmony Heights Subdivision St. Lucie COunty 1*91th deps . Environlmenmi 14080 DWWW Site Plan Approved for COnstrucWn SUW s +li P{ mvioui'slte :Pt for Q§7DS Date: C., Reviewer. File:10-562 Base CULPEPPER & TERPENING, INC Date: 11 /9/2010 .ONSULTIN'� ENGINEERS I LAND SURVEYORS Scale: 1 "=20' ;, 2980 SOUTH 25th STREET Drawn by: D.F. t FORT PIERCE, FLORIDA 34981 Checked by: T.P.K. PHONE 772-464-3537- FAX 772-464-9497 www.ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB 4286