Loading...
HomeMy WebLinkAboutSUBMITTED PAPERS_2John M. Foster - Architect ' Member - American Institute of Architects 11205 Ridge Avenue Ft. Pierce, Florida 34982 (772) 370-9464 Florida Registration # 8511 Maryland Reg. No. 15963 St. Lucie County 2300 Virginia Ave. Ft. Pierce, FL 34950 March 1, 2010 FILE COPY Code Compliance Division Permit #_. Comment Iao r--�Z2`Z Review The following Items are listed per Review Comments for Contractor dated February 17, 2010 : 1) Architect will affix Shop Drawing Review indicating ""No Exception Taken" to Truss Drawings on file with the Division. Note that an Architect may not sign or seal another design professional's work per Florida law. 2) See revised Energy Code forms and HVAC equipment noted on Sheet M/E-1. 3) Simpson column base connector CBQ 66 is revised to CB-66 on Sheet A-1. (Note that the CBQ-66 is shown on Page 50 of the current Simpson catalog: Wood Construction Connectors 2009-10) 4) See attached cut sheet from current Simpson catalog showing this connector. 5) A rear porch was originally designed for this residence, however it was deleted when it was discovered that the County Impact and Permit Fees will equal about 20% of the Project Cost or $14 per square foot. 6) No connection needed, see 5 above, note removed. 7) Rear Elevation note referring to former columns removed. 8) Interior finishes are gypsum drywall, vinyl & ceramic tile and concrete 9) Per FBC R-702.3.1 - "All gypsum board materials and accessories shall conform to ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1395/6 and shall be installed in accordance with this section ... ." the Gypsum Association Handbook lists the FSR < 15, Smoke Developed = 0. - Fiberglass batt insulation shall be equal to Owens-Corning "Flame -Spread 25" fiberglass batt insulation, FSR < 25, Smoke Developed = 50 (from OC Product Data Sheet.) J - These notes have been added to the Finish Schedule on Sheet A-1 - Foam board insulation is entirely installed underneath 1/2" gypsum drywall per FBC R-314.4. 10) Note revision to Electrical Plan & Riser on Sheet M/E-1 re -locating the elec. meter from the pump house to the main residence and back -feeding the existing panel "P" in the pump house. If you have any questions regarding this matter, please contact me at the number listed above. Sincerely - John M. Foster - Architect 111--JJA- 1 FILE COP,,., St. Lucie County PUBLIC WORKS DEPARTMENT CObE COMPLIANCE DIMIO N 230D Virginia Avmwo Port PitreN FL 34482 772 462.1553 Design Cer0cadon fox Wind Load Camp 121kft 1 This Certification nnist be complocd by the pmjccr desigtr argil a'ect or engineer. This Cenifilm wn must be submitted in duplkate with all applications for building peffnits involving ft eonswedon of new residence (single, or mabi- fancily), residential addition, any accessory 9ttuctum requiring s buli&g pertttit. and suty nonresidential structnn®. This Cerdfication shall not apply to intwior renovations (provided that no exterior staectural wally, columns or other components am Wng affected) and ccttain other minor Widiog permits, For further, assistanee, p1caw contact the Building Iaspmdon Office at (772)463.2171 Ccrtificsttiort Statement: 1 Certify that, to the best of my knowledge and bolicf, these plans and specifications have been dosignt:d to Comply with the a;plimble atructvraI pon&m of the Building Codes currently adopted and wforced by St, Lucie County. f also cer* that slractural elemats depicted out these plans "Ide adequate resistance to the wind . loads and forces specified by current code prcivisions, Dcsi¢nt Paransettxs attd Aatntnetidns Urea: (Fiease check or. edmplete the ttppsopritnte bm) I Florida Bolding Code29 07 Edi&n afitlt Z009 Supplementg and ASCE 7 -OS 2. Mkiing Design is: Bndaaed: X Partially l! Ado.sed: Open Bnifding: Porches. 3. Mean Root Heights 14' Rodnft t: 3&6� 12 werital Prmuic Coonciep 1.L.1818 4_ width of End zone: ' Wind Speed: 140 mph (3 S, lot) S. Building CtassiCcaBan Table 1.1. ASCE % (2) Res. FIX Table 1604.5 6. Wind Mposure Claaifientiew ate 13 Ad3wtnt Factor for F,a:po"re & rrelgite: a-- 0 7. Components &Cladding WindV*es4vreonRout7.ottel-3�-49.83-7_ 8.8psr 8. Cetnpenenis 8c Cladding Wind Amore on Wan Zone 4-46. 85.- 5 7.1 pgg 9. CoarpouatlEa & Ciaddistg wind 1'resSnre oa 4vtrlmd Garage Aopr 3 8.3 - . 4 8 pSF 18. Loads: Floor_ 40 M Roof/dead 10 PSF RoafBve 20 pSF 11. shear Walls Congdered for Sh utctare? Yes X No or No, athieit expin"00e) 12. Costinuoux Lead Path provided? 'YeF AL No (if Nn, atttwh explanation) 13. Aire Componsut and Cladding Dctaib Provided? Yes -.1 No _ (if No, attatlt explanation) 14. Minimum Soli Searing Vreasure.15 00. Presumptive: - By Vest: P13T+' As Vito v my st:ni. T hereby ee ' #that a Wormation included with this ml if c2 on IS true and comet, to best of y kftwkftefi bdi . Name: C F1 AR0008511 M. Foster - rchitect Design Fkm: Jclnuary ZZ, Z010 ..`Date: _ _ !John M. Foster - Architect Membsr -Amfcan hookiteArchkwW 11205 R1dge Avenue ft. f(arce. Florida 3649a2 (772) 870E - Ftortlw Redt�stirwtton No. 8t311 CCIyV Fnrnt 0" Fax (-572) 879-f 518 Jn+ttrehOewrthltnk.nat: Revisal SAt3/i14 X14 FORM 1100A 08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: DIANNE SOLDEVILLA Builder Name:In A Street: 7017 GULOTTI PLACE Permit Office: F1001 tE COPY City, State, Zip: FORT PIERCE, FL, Permit Number. Owner. Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wail Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 . 886.40 ft' b. Frame - Wood, Exterior R=11.0 32.00 ft2 3. Number of units, if multiple family 1 c. NIA R= OF 4. Number of Bedrooms 1 d. NIA R= fF 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (fe) 721 a. Under Attic (Vented) R=30.0 721.00 ft2 b. NIA R= ft2 7. Windows Description Area c N/A R= ft2 a. U-Factor. Sgl, U=0.65 75.00 ftz SHGC: SHGC=0.60 11. Ducts b. U-Factor. NIA fF a. Sup: Interior Ret Interior AH: Interior Sup. R= 6,144.2 ft2 SHGC: 12. Cooling systems c. U-Factor. NIA ftz a. Central Unit Cap: 17 kBtu/hr SHGC: SEER: 14 d. U-Factor. NIA fF 13. Heating systems SHGC: a. Electric Heat Pump Cap: 16 kBtu/hr e. U-Factor. NIA 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=0.0 721.00 ftz EF: 0.95 b. NIA R= fI2 b: Conservation features c. NIA R= fe None 15. Credits Pstat Total As -Built Modified Loads: 16.46 Glass/Floor Area: 0.104 PASS Total Baseline Loads: 19.99 I hereby certify that the plans and specifications covered by Review of the plans and f tjE STq�. this calculation are in compliance the;j2f specifications covered by this tifllp Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY' DATE: Before construction is completed this building will be inspected for compliance with Section 553.908 0 J'n�ti a * :� I hereby certify that this bul4_l-din , as designed, is in cfiance co, Florida Statutes. ✓ with the Florida Energy Cod COrj y� OWNER/AGENT.— OFFICIAL: _. DATE: — �- - DATE: _. - Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with N1110.A.3. TEMPERATURES Programahle Thermostat: Y Ceiling Fans: Cooling Jan Venting Jan [XI Feb Feb Mar Mar MX Apr Apr Ma May Jun FJun Jul RI Jul Aug�Xj RI Aug Se Oct MOcctt Nov Nov Dec Dec Jan X� Sep C Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 80 80 78 78 78 78 78 PM 78 78 78 78 78 Cooling (WEH) AM 78 78 78 76 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 66 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 6$ 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 DOORS # Omt Door Type Storms U-Value Area 1 SW Insulated 2 NW Insulated Metal 0.28 20 ft2 Metal 0.28 20 ft2 WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project' section above. Omt Frame Panes NFRC Overhang U-Factor SHGC Stones Area Depth Separation Int Shade Screening 1 SW Vinyl Single (Tinted) 2 SW Vinyl Single (Tinted) 3 NW Vinyl Single (Tinted) 4 NW Vinyl Single (Tinted) 5 NE Vinyl Single (Tinted) 6 SE Vinyl Single (Tinted) Yes Yes Yes Yes Yes Yes 0.65 0.6 N 6.17 fiz 6 ft 0 in 4 ft 1 in HERS 2006 0.65 0.6 N 10.79 fie 6 ft 0 in 4 ft 6 in HERS 2006 0.65 0.6 N 18.67 fF 6 ft 0 in 6 ft 0 in HERS 2006 0.65 0.6 N 21 W 6 ft 0 in 6 ft 3 in HERS 2006 0.65 0.6 N 9.19 ft2 6 ft 0 in 6 ft 3 in HERS 2006 0.65 0.6 N 9.19 ft2 5 ft 0 in 6 It 3 in HERS 2006 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 681 7.08 37A 70.3 0 cfin 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER:14 17 kBtuthr 510 cfm 0.75 False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Heat Pump None HSPF: 7.7 16 kBtulhr False HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.95 40 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft DUCTS — Supply — V # Location R Value Area — Return — Air Percent Location Area Leakage Type Handler CFM 25 Leakage ON RLF 1 Interior 6 1".2 ft Interior 36.05 ft Default Leakage Interior PROJECT Title: DIANNE SOLDEVILLA Bedrooms: 1 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 1 Lot# Owner. Conditioned Area: 721 SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 7017 GULOTI-I PLACE Permit Office: ST LUCIE Rotate Angle: 0 County: ST. LUCIE Jurisdiction: 611000 Cross Ventilation: City, State, Zip: FORT PIERCE, Family Type: Single-family Whole House Fan: FL, New/Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V 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 111.2 ft 0 721 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck V/ # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Metal 781 ft2 150 ft Light 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 721 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 721 ft2 0.11 Wood WALLS # �- Ornt Adjacent To Wall Type Cavity Sheathing R-Value Area R-Value Framing Solar Fraction Absor. 1 SW Exterior -y Concrete Block - Int Insul 5 259.2 ftz _ 0 0.75 2 NW Exterior Concrete Block - Int Insul 5 230.4 ftz 0 0.75 3 NE Exterior Concrete Block - Int Insul 5 198.4 ftz 0 0.75 4 SE Exterior Concrete Block - Int Insui 5 198A ft2 0 0.75 5 N Exterior Frame - Wood 11 16 ftz 0.23 0.75 6 S Exterior Frame - Wood 11 16 ft2 023 0.75 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 82 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 886.40 ftz b. Frame - Wood, Exterior R=11.0 32.00 ftz 3. Number of units, if multiple family 1 c. NIA R= ftz 4. Number of Bedrooms 1 d. WA R= ftz 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ftz) 721 a. Under Attic (Vented) R=30.0 721.00 ftz b. NIA R= ftz 7. Windows** Description Area a NIA R= ftz a. U-Factor: Sgl, U=0.65 75.00 ftz SHGC: SHGC=0.60 11. Ducts b. U-Factor. WA ft2 a_ Sup: Interior Ret: Interior AH: Interior Sup. R= 6,144.2 ftz SHGC: 12. Cooling systems c. U-Factor. NIA ftz a. Central Unit Cap: 17 kBtu/hr SHGC: SEER: 14 d. U-Factor: WA ftz 13. Heating systems SHGC: a. Electric Heat Pump Cap: 16 kBtu/hr e. U-Factor. NIA ftz HSPF:7.7 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric C 40 gallons 9 a. Slab -On -Grade Edge Insulation R-0.0 721.00 ftz EF: 0.95 b. N/A R= ft' b. Conservation features c. WA R= fF None 15. Credits 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: -745%7 Gce RV 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 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 FORM 1100A 08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 7017 GULOTTI PLACE PERMIT #: FORT PIERCE, 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 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 seated to, the foundation to the top plate. Floors N1106.AB.1.2.2 Penetrations/openings > 118" 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 112" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106AB.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 Nil 12 A-B.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.AS. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.8.1.1 sides. Common ceiling & floors R-11. FORM 1100A 08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: DIANNE SOLDEVILLA Builder Name: Street 7017 GULOTTI PLACE Permit Office: ST LUCIE City, State, Zip: FORT PIERCE, FL. Permit Number: Owner Jurisdiction: 611000 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. Concrete Block - Int Insul, Exterior R=5.0 , 886.40 ft 3. Number of units, if multiple family 1 b. Frame - Wood, Exterior R=11.0 32.00 ftz c. NIA R= ftt 4. Number of Bedrooms 1 d. NIA R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 721 a. Under Attic (Vented) 11=30.0 721.00 fl' b. NIA R= ftzc- 7. Windows Description Afea WA R= 1t� a. U-Factor. SgI, U=0.65 75.00 fN SHGC: SHGC=0.60 11 • Duds b. U-Factor. N/A tt= a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 144.2 fF SHGC: 12. Cooling systems c. U-Factor. N/A ft2 a. Central Unit Cap:17 kStulhr SHGC: SEER: 14 d. U-Factor. NIA ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap:16 kBtulhr e. U-Factor. NIA f12 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=0.0 721.00 fig EF: 0.95 b. WA R= ft2 b. Conservation features c. NIA R= fN None 15. Creditits Pstat Glass/Floor Area: 0.104 Total As -Built Modified Loads: 16.46 PASS Total Baseline Loads: 19.99 I hereby certify that the plans and specifications covered by Review of the plans and 1'111E STq�, this calculation are in compliance w' a Florida Energy specifications covered by this Code. calculation indicates compliance y�,,, '�' , -� ��.�� •c+ �� with the Florida Energy Code. ++::,,'.: •• ice•„°, PREPARED BY: Before construction is completed r _ DATE: this building will be inspected for compliance with Section 553.908 0 x' a 4 I hereby certify that this building, as designed, is in compliance Florida Statutes. ✓ with the Florida Energy Code. G`Ofj Wt. OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE- - Compliance requires certification by the air handier unit manufacturer that the air handier enclosure quaiifies as certified factory -sealed in accordance with N1110.A.3. PROJECT Title: DIANNE SOLDEVILLA Bedrooms: 1 Adress Type: Street Address Building Type: FLAsBuift Bathrooms: 1 Lot # Owner. Conditioned Area. 721 SubDivision: # of Units: i Total Stories: 1 PtatBook: Builder Name: Worst Case: No Street: 7017 GULOTTI PLACE Permit Office: ST LUCIE Rotate Angle: 0 County: ST. LUCIE Jurisdiction: 611000 Cross Ventilation: City, State, Zip: FORT PIERCE, Family Type: Single-family Whole House Fan: FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V 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 Law FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge insulatio 111.2ft 0 721 fF 0 0 1 ROOF Roof Gable Roof Solar Deck 1/ # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Metal 781 W 150 ft2z Light 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 721 ft= N N CEILING # Ceiling Type R Value Area Framing Fran Truss Type 1 Under Attic (Vented) 30 721 fF 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R Value Area R-Value Fraction Absor. 1 SW Exterior Concrete Bloch - Int Insul 5 259.2 ft2 0 0.75 2 NW Exterior Concrete Block - Int Insul 5 230.4 ft-1 0 0.75 3 NE Exterior Concrete Block - Int Insul 5 198A fiz 0 0.75 4 SE Exterior Concrete Block - Int Insul 5 198.4 fie 0 0.75 5 N Exterior Frame - Wood 11 16 ft' 0.23 0.75 6 S Exterior Frame - Wood 11 16 fr 023 0.75 DOORS # Omt Door Type stores U-Value Area 1 SW Insulated 2 NW Insulated Metal 0.28 20 ft= Metal 0.28 20 fe WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate an le shown in "Project" section above. / # Omt Frame Panes NFRC Overhang U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 SW Vinyl Single (inter!) 2 SW Vinyl Single (Tinted) 3 NW Vinyl Single (Tinted) 4 NW Vinyl Single (Tinted) 5 NE Vinyl Single (Tinted) 6 SE Vinyl Single (Tinted) Yes Yes Yes Yes Yes Yes 0.65 0.6 N 6.17 ftz 6 ft 0 in 4 ft 1 in HERS 2006 0.65 0.6 N 10.79 ftz 6 tt 0 in 4 ft 6 in HERS 2006 0.65 0.6 N 18.67 RZ 6 ft 0 in 6 ft 0 in HERS 2006 0.65 0.6 N 21 ft' 6 ft 0 in 6 ft 3 in HERS 2006 0.65 0.6 N 9.19 fe 61t 0 in 6 ft 3 in HERS 2006 0.65 0.6 N 9.19 IF 6 ft 0 in 6 ft 3 in HERS 2006 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 681 7.08 37.4 70.3 0 c1ml 0 afm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER 14 17 kBtulhr 510 cirri 0.75 False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Heat Pump None HSPF: 7.7 16 kBtu/hr False HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.95 40 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft DUCTS — Supply — # Location R Value Area — Return --- Air Percent Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Interior 6 1442 ft Interior 36.05 ft Default Leakage Interior • TEMPERATURES Programable Thermostat Y Ceiling Fans: Cooling �[Xj Jan Hesfing Jan [X] Feb Feb [Xj Mar Mar [X] Apr Apr Q(] May �X} May ��Xc] Jun Jun [X Jul {l� Jul w Aug �xl! Aug Sep Sep [X] �xil Od OCt [X] NaV NoV Dec Dec ixijij Venting Jan LL�1] Feb ![x�,ji Mar [txx]! Apr t7c1 May [X]! Jun [x Jul lx Aug ll�n Sep lx Oct [nl Nov Dec 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 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 65 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 Project Summary Job: - wrightsoft, Date: Dec 07, 2009 Entire House By: WWW ENTERPRISES & SON INC 8833 LONESOME PINE TRAIL, FORT PIERCE, FL 34945 Phone: 772-465-9373 Fax: 772-465-7732 Email: wandagahn@aol.com Project Information For: DIANNE SOLDEVILLA, 7017 GULOTTI PLACE 7017 GULOTTI PLACE, FORT PIERCE, FL FIV Notes: F.1-LrCOr T Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 68 OF Inside db 75 OF Design TD 26 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 0 Btuh Structure 11401 Btuh Ducts 0 Btuh Ducts 1256 Btuh Central vent (0 cfm) 0 Btuh Central vent (16 cfm) 259 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 12270 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1843 Btuh Ducts 721 Btuh Heating Cooling Central vent (16 cfm) 657 Btuh Area (ft2) 0 714 Equipment latent load 3221 Btuh Volume (ft3) 0 6426 Air changes/hour 0.61 0.32 Equipment total load 15492 Btuh Equiv. AVF (cfm) 0 35 Req. total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XR14 Weathertron Trade XR14 Weathertron Model 2TWR4018A1 Cond 2TWR4018A1 ARI ref no. 723816 Coil 2TEH3F18A1 ARI ref no. 723816 Efficiency 8 HSPF Efficiency 12.2 EER, 14 SEER Heating Input Sensible cooling 12390 Btuh Heating output 14500 Btuh @ 470F Latent cooling 5310 Btuh Temperature rise 0 OF Total cooling 17700 Btuh Actual air flow 0 cfm Actual air flow 590 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 0.80 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. - 1- wrilghtsoft- Right -Suite® Universal 7.1.15 RSU06570 2010-Mar-01 12:17:28 MCA C:\Documents and Settings\HP_Administrator\My Documents\Wrightsoft HVAC\SOLDEVILLA-JOHN FOSTER.rup Page 1 -j- wrightsoft, Right-J® Worksheet Job: Entire House Date: Dec 07, 2009 By: WWW ENTERPRISES & SON INC. 8833 LONESOME PINE TRAIL, FORT PIERCE, FL 34945 Phone: 772-465-9373 Fax: 772-465-7732 Email: wandagahn@aol.com 1 Room name Entire House CLOSET 2 3 4 5 Exposed wall Ceiling height Room dimensions Room area 9.0 ft 714.0 ft2 107.6 ft 9.0 ft 7.0 91.0 ft2 20.0 ft x 13.0 cool only ft Ty Construction number U-value (Btuh/ft2-OF) Or HTM (Btuh/ft2) Area (ftz) or perimeter (ft) Load (Btuh) Area (ft2) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 _W y! I--G W W,. y/ -G Vjl )L-_2 W. .., C 128Osw:m... 13A-5ocs 1 A hi ov .12B Osw 13A-5ocs 1A-hiov 1 A -hi ov 11130 1280sw�::, 13A-5ocs 1A h1ov 13A-5ocs 1A-hiov 11 PO 1 M-5o%s; . :: ' 16C-30ml ....0.097. 0.125 0.900 `0:097 0.125 0.900 0.900 0.290 �0.097 0.125 0.900 . 0.125 0.125 0.900 0.290 6.125 0.032 ai,. n n one'. ne ne ne ne ` e- a _ e _ se sw sw sw ` nw _ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 A.(0 0.00 0.00 . ` 0.00' 0.00 0.00 0.00 0:00 0.00 0.00 ._ 2Z8 2.22 24.40 '� :2:58 2.22 49.12 49.12 8.41 2.58' 2.22 32.37 .:2.22 2.22 26.24 8.41 : U: 1.36 0..00 _ ___.::'26 0 10 �_. .51 165 19 20 21 .26 0 10 5 22 252 17 21 -225 714 ::714 -10 0 51 105 0 0 21 ._" .26 -10 8 225 214 16 21 325 714 .. -_ _ 108 0 0 0 0 0 0 0 . r= 0 0 0 __ 0 0 0 0 -, : , . 0 0 _. __.. 0 -21 234 � ._ -132 233 950 982 177 `..... 66'. -21 310 501 477 440 177 ., .. 561 971 .. _._ _.. _0 0 0 0,0�0 0 0 0 0 ;'�� ... 0 0 0 117 63 0 0 ` ' 0 91 .. _..._91 0 0 0 0 0 0 _ ', 0 0 0 ' .. 117 63 0 0 e`< 0 91 ... 20 0 0 0 0 0 0 0 0 , 0 0 0 0 0 0 0 0 0 0 0 0 ; . w_ ..�0 0 , 0 140 0 0 _ .- 0 124_ 6 c) AED excursion 0 -22 Envelope loss/gain 0 6171 0 502 12 a) Infiltration 0 569 0 106 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances @ 1200 4 4200 0 0 Subtotal (lines 6 to 13) 0 11401 10 608 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 368 14 15 Subtotal Duct loads 0% 11 %, 0 0 11401 1256 0% i f % 0 0 976 108 Total room load 0 12657 0 1083 Air required (cfm) 01 590 01 50 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. �}a- wr:gr�tsorr Right -Suite® Universal 7.1.15 RSU06570 2010-Mar-01 12:17:28 gyp` C:\Documents and Settings\HP_Administrator\My Documents\Wrightsoft HVAC\SOLDEVILLA-JOHN FOSTER.rup Page 1 -- wrightsoft, Right-JO Worksheet Job: Entire House Date: Dec 07, 2009 By: WWW ENTERPRISES & SON INC 8833 LONESOME PINE TRAIL, FORT PIERCE, FL 34945 Phone: 772-465-9373 Fax: 772465-7732 Email: wandagahn@aol.com 1 Room name BATH LDRY 2 Exposed wall 8.0 ft 0 ft 3 Ceiling height 9.0 ft cool only 9.0 ft cool only 4 Room dimensions 8.0 x 8.0 ft 3.0 x 5.0 ft 5 Room area 64.0 ft2 15.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-IF) (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 W_ 126.Osw' __ ,,..:_ .._ 0:097._.n,::: 0.00. A,_m2.58 _...__ m.!0 _____.a. _0 ... _ 0 .: .., _.0:._. .. 0 _ yl �G 13A-5ocs 0.125 n 0.00 2.22 0 0 0 0 0 0 0 0 0_ 0 0 0 0 W _,' 1 A hi ov i126.Osw:::. .. 0.900 0.097 ,n .ne 0.00 �0.00; 24.40 . _ 258 . 0 _ 0 . 0 _ 0 0 0 - -: 0 _ ,0 .- .� 0 11 Vh13A-5ocs 1A-hiov 0.125 0.900 ne ne 0.00 0.00 2.22 49.12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1A-hiov 11 PO 0.900 0,290 ne ne 0.00 0.00 49.12 8.41 0 0 0 0 0 0 0 0 0 0 0 0 0':097 e' 0:00 D 13A-5ocs 0.125 a _. 0.00 2.22 0 0 0 0 0 0 0 0 0 0 W-'13A;5ocs.. 1 A-hiov_ W 0.900 0.125 e_ :se_ .. 0.00 _.._32.37 2.22 m 0 . ' _ 0 _ ... ,. _.. 0 . ........ 0 . 0 ..... .r - .2 0 .. _. .... .. _ 0 _. 0. ocs 1A-h1ov 0.900 sw sw 0.00 .22 26.24 72 2 6 66 66 6 0 0 147 157 0 0 0 0 0 0 0 0 11 PO 0.125 sw 00.00 .41 0 0 0 0 0 0 0 0 W .. 13A 5ocs! .. 0:125 , riw 0:00' , 7:22 .. .0.0 _ 0 .. : ' . - 0 , . A : ... 0 _ 0;"; . •.0 . 0. C 16C-30m1 0.032 0.00 1.36 64 64 0 87 15 15 0 20 .F_._.. _ 22A cpl,. "._.. _, ._ _ _ . 0.989 I:__:-_ o:OQ' 000. _ _ 64 .._ .._.:'..8 __.;,.:. p ..:___ ____0 _:. . 15..0 6 c) AED excursion 129 -43 Envelope loss/gain 0 521 0 -23 12 a) Infiltration 0 42 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 1 0 1 11200 Subtotal (lines 6 to 13) 0 563 0 1177 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 221 0 -1177 14 Subtotal 0 784 0 0 151 Duct loads 0% 11 % 0 86 0% 11 % 0 0 Total room load 0 870 0 0 Air required (cfm) 0 41 0 0 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr:ghtsoft Right -Suite® Universal 7.1.15 RSU06570 2010-Mar-01 12:17:28 AWN C:\Documents and Settings\HP_Administrator\My DocumentsUrightsoft HVAC\SOLDEVILLA-JOHN FOSTER.rup Page 2 - - wrightsoft, Right-M Worksheet Job: Entire House Date: Dec 07, 2009 By: WWW ENTERPRISES & SON INC 8833 LONESOME PINE TRAIL, FORT PIERCE, FL 34945 Phone: 772-465-9373 Fax: 772A65-7732 Email: wandagahn@aol.com 1 Room name KITCHEN LIVING 2 3 Exposed wall Ceiling height 9.0 ft 22.0 ft cool only 9.0 ft 29.0 ft cool only 4 5 Room dimensions Room area 13.0 x 117.0 ft2 9.0 ft 1.0 x 233.0 ft 233.0 ft" Ty Construction number U-value (Btuh/ftz-°F) Or HTM (Btuh/ftz) Area (ft) or perimeter (ft) Load (Btuh) Area (ft") or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 W y/ --G V I-G L��G W < yl �._._,1A-hlov W VL-G13A-5ocs W .. _.I C 12B Osw 13A 5ocs 1 A hl ov 128^OSW _. 13A-5ocs 1A-hiov IA-hiov 11 PO s12BOsw :, ..°r 13A-5ocs cs. 1A-hiov 11P0 ;13A,Socs= 16C-30ml 0.097. 0.125 0.900 ^,� '0:097 0.125 0.900 0.900 0.290 �. <0:097 0.125 0.900 0.125 0.125 0.900 0.290 0:125 0.032 ri .' n n -ne. ne ne ne ne ^e;e a a "se- sw sw sw �., `nw 0 00 0.00 0.00 0.00' 0.00 0.00 0.00 0.00 ..0.00`, 0.00 0.00 O.00i 0.00 0.00 0.00 0.00' 0.00 0.0.0. 2 58 2.22 24.40 _ ,2:58.. 2.22 49.12 49.12 8.41 _ ^ ,2,56 2.22 32.3,7 222 2.22 26.24 8.41 . 2i22 1.36 ,_.. _0;0.0. 0 0 0 0 0 0 0 0 ..0 0 0 117 11 21 6;1 117 ^....» :117 0 0 0 "�0 0 0 0 0 .. w�0. 0 0 85 10 21 81 117 ,_____` 22 0 0 0 .0, 0 0 0 0 <0 0 ..... .. 0 0 0 0 = 0 0 ._.. _ a_ 0 0 0 0 0 0 0 0 0 0:�^.,,. 0 _._... .. 0 190 282 177 ^ 180 159 . _ ._.._ . _0 0 0 0 .. -?...0 117 19 0 21 0 0 :,_.... 0, 0 0 0 0 144 233 ...» 233 0 0 0 77 0 0 21 .- .. ,^0 0 0 0 0 0 ,.: 144 233 29 0 0 0 0'�w 0 0 0 0 0 0 0.. 0 0 0 Q _ _ 0 m. „» ._ 0. 0. 0 0 , 0 171 950 0 177 _ =0 0 0 0 0 0 , 32Q y317 �.:. ... ..,. ,.. , » 4 6 c) AED excursion 156 -11711 Envelope loss/gain 0 11441 0 1818 12 a) Infiltration 0 116 0 153 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 2 1800 1 1200 Subtotal (lines 6 to 13) 0 3061 0 3171 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 368 14 Subtotal 0 3061 0 3539 15 Duct loads 0% 11 % 0 337 0%1 11%1 0 390 Total room load 0 3398 0 3929 Air required (cfm) Of 158 0 183 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -r'{- wrGgtitsoT"t" Right -Suite® Universal 7.1.15 RSU06570 2010-Mar-01 12:17:28 . A C:\Documents and Settings\HP_Administrator\My Documents\Wdghtsoft HVAC\SOLDEVILLA-JOHN FOSTER.rup Page 3 AL Job wrightsoft' Right-M Worksheet : Entire House Date: Dec 07, 2009 By: WWW ENTERPRISES & SON INC 8833 LONESOME PINE TRAIL, FORT PIERCE, FL 34945 Phone: 772-465-9373 Fax: 772465-7732 Email: wandagahn@aol.com 1 Room name BEDROOM 2 3 Exposed wall Ceiling height 9.0 ft 28.6 ft cool only 4 Room dimensions 1.0 x 194.0 ft 5 Room area 194.0 ftz Ty Construction number U-value (Btuh/ftZ'F) Or HTM (Btuh/ftz) Area (W) or perimeter (ft) Load (Btuh) Area or perimeter Load Heat Cool Gross I N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 W... � ' W ... kh13A-5ocs lN. q,':126:Osw:" VL13A-5ocs -a, W _ := i C - ::12B_Osw:' .. 13A 5ocs 1 A hi ov a12BrOsw ' _.. 1A-hiov 1A-hiov 11 PO ,1 A hi ov.. 13A-5ocs 1A-hiov 11 PO `;13A=5ocs - . 16C-30ml _. .... m ._..0.097 0.125 0.900 0.097 0.125 0.900 0.900 0.290 0.097 0.125 0.900 0 J25 0.125 0.900 0.290 ;,0:125 0.032 . ..ri_ n n ..ne ne ne ne ne e` a a se, sw sw sw - ,� �nw.. .0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Oa)0� 0.00 0.00 , : "0.00 0.00 0.00 0.00 , Oi00` 0.00 _ ._..258 2.22 24.40 2 58 2.22 49.12 49.12 8.41 2.58 2.22 32.37 2.22 26.24 8:41 .:2.22 1.36 .. ___ .2ti 0 10 51 48 0 20 0 ... _':28 0 10 10$ 0 0 0 194 ._.._..26 -10 0 . �J 1 28 0 0 0 .. - � 26 -10 8 .51.08 0 0 0 194 _ _.._ .;: .0 0 0 . .. ,. ,r, 0 0 0 0 0 0 0 .;. 0 0 0 0 0 ... _. _. 66 21 234 132 62 0 982 0 21 310 0 0 0 264 w F..,._..''22Acpl.:.:'... .. :: .. __0,989 ,. :. 0.00.'. 0.04. __.._ 194__... ..29 - 6 c) AED excursion -104 Envelope loss/gain 0 2210 12 a) Infiltration 0 152 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 2 460 Appliances @ 1200 0 0 Subtotal (lines 6 to 13) 0 2821 Less external load 0 0 Less transfer 0 0 Redistribution 0 221 14 Subtotal 0 3042 15 Duct loads 10%1 11%1 0 335 Total room load 0 3377 Air required (cfm) 0 157 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoTt` Right -Suite® Universal 7.1.15 RSU06570 2010-Mar-01 12:17:28 '��p` C:\Documents and Settings\HP_Administrator\My Documents\Wrightsoft HVAC\SOLDEVILLAJOHN FOSTER.rup Page 4 Job #: Performed for: DIANNE SOLDEVILLA 7017 GULOT71 PLACE FORT PIERCE, FL Sheet 1 WWW ENTERPRISES & SON INC 8833 LONESOME PINE TRAIL FORT PIERCE, FL 34945 Phone:772-465-9373 Fax:772-465-7732 wandagahn@aol.com Scale: 1 : 47 Page 1 Right -Suite® Universal 7.1.15 RSU06570 2010-Mar-01 12:18:05 C.\Documents and Settings\HP_Adm... ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 82 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul. Exterior R=5.0 886AO W 3. Number of units, If multiple family 1 b. Frame -Wood, Exterior R=11.0 . 32.00 f0 a NIA R= ftz 4. Number of Bedrooms 1 d. NIA R= fF 5. Is this a worst case? No 10. Calling Types Insulation Area 6. Conditioned floor area (fM 721 a. Under Attic (Vented) R=30.0 721.00 W 7. Windows** Description Area c. NIA R= b. NIA R= ftz ft' a. U-Factor. Sal, U=0.65 75.00 ft= SHGC: SHG0*0.60 11. Ducts b. U-Factor. NIA fe a. Sup: Interior Ret Interior AH: Interior Sup. R= 6,144.2 IF SHGC: 12. Cooling systems a U-Factor. NIA ftz a. Central unit Cap:17 kBtuihr SHGC: SEER:14 d. U-Factor. NIA 13. Heating systems SHGC: a. Electric Heat Pump Cap: 16 kStulhr e. U-Factor. NIA fe HSPF:7.7 SHGC: 14. Hot water systems B. Floor Types Insulation Area a. ElecUtc Cap; 40 gallons a. Stab -On -Grade Edge Insulation R=0.0 721.00 ft2 EF: ons b. N/A � fP b. Conservation features .95 c. NIA R= ftz Non 15. Cred" Copy I certify that this home has complied with the Florida Energy Efficiency Code fnr 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: 76I7�„ �?�c� 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 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 Job #: Performed for: DIANNE SOLDEVILLA 7017 GULOTTI PLACE FORT PIERCE, FL Sheet 1 VVM ENTERPRISES & SON INC 8833 LONESOME PINE TRAIL FORT PIERCE, FL 34M Phone:772-465-9373 Fax:772-465-7732 wandagahn@aol.com Scale: 1 : 48 Page 1 Right -Suite® Universal 7.1.15 RSUCS570 2009-Dec-07 08:42:52 C:1Documents and SettingsXHP_Admi... V STATE OF FLORIDA DEPARTMENT OF HEALTH Q ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT PERMIT NO. DATE PAID: FEE PAID: RECEIPT #: APPLICATION FOR: ; n,%/ [ X ] New System [ ] Existing System [ ] Holdin T C t [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: KALLKELL BUILDERS, LLC. / DIANNE SOLDEVILLA AGENT: Alexander J. Piazza PSM, Inc. TELEPHONE: 1-772-340-7700 MAILING ADDRESS: 619 SW BILTMORE_ST, Port St. Lucie, Florida 34983 $: 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 DATE LOT: 6 BLOCK: 2 SUBDIVISION: ST. LUCIE GARDNES PLATTED: 169 PROPERTY ID #: 3414-501-1006-100-8 [Section/Township/Range/Parcel No.] ZONING: PROPERTY SIZE 1.325 ACRES [Sgft/43560] PROPERTY STREET ADDRESS: 7017 GULOTTI PLACE DIRECTIONS TO PROPERTY: SEE MAP BUILDING INFORMATION Unit Type of No Establishment PROPERTY WATER SUPPLY: [-] PRIVATE [X] PUBLIC [ X ] RESIDENTIAL [ ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area S fcftt Table 1, Chapter 64E-6, FAC 1 Resiaential 1 707 2 3 4 ( X ] Garbage Grinders/Disposals [ X ] Spas / Hot Tubs [ [ ] Ultra -low Volume Flush Toilets [ ] Other (Specify) APPLICANT'S SIGNATURE: DH 4015, 10/97 (Previous Editions May Be Used) ] Floor/Equipment Drains DATE: 12-09-09 Page 1 of 3 AJP JOB#: 09-0712 i STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Diane Soldevilla (Kallkell Bldrs, LLC) PROPERTY ADDRESS: 7017 Gulotti PI Port Saint Lucie, FL 34953 LOT: 6 BLOCK: 2 SUBDIVISION: St. Lucie Gardens PROPERTY ID #: 341450110061008 PERMIT # : 56-SF-1097138 APPLICATION #: AP945964 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR796102 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / GPD SeDtiC CAPACITY. A I ] GALLONS / GPD N/A CAPACITY N I J GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ J GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 334 ] SQUARE FEET SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [XI MOUND [ ] I CONFIGURATION: [ ] TRENCH [X] BED E.I N F LOCATION OF BENCHMARK: SET IRON ROD (SEE SITE PLAN) 25- NE OF EXISTING POLE BARN I ELEVATION OF PROPOSED SYSTEM SITE [ 8.00 ][ INCHES FT ] E BOTTOM OF DRAINFIELD TO BE L D FILL REQUIRED: [ j INCHES 0 T H E R [ 18.00 ] I INCHES FT ] BELOW]BENCBMARK/REFERENCE POINT BELOW] BENCHMARK/REFERENCE POINT EXCAVATION REQUIRED: [ 54.001 INCHES THIS OFFICE TO INSPECT EXCAVATION LICENSED SEPTIC TANK CONTRACTOR RESPONSIBLE FOR INSTALLING MINIMUM CATAGORY TANK IN ACCORDANCE WITH CH 64E-6.013(3)(17, FAC. ,TRAFFIC BARRIERS MAY BE REQUIRED SPECIFICATIONS BY: James bunean TITLE: Environmental Specialist II APPROVED BY:. TITLE: Environmental Specialist II St. Lucie CHO s uacan DATE ISSUED: 01/19/2010 EXPIRATION DATE: 07/19/2011 DH 4016, 10/97 (Previous Editions May Be Used) Page 1 of 3 v L.1. d An9:i9-14 :1001'9943 STATE OF FLORIDA APPLICATION # ;i­Pti;s?tii4 DEPARTMENT OF HEALTH PERMIT # 56-SF-1097136 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE805230 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Diane Soldevilla (Kallkell Bldrs, LLC) CONTRACTOR / AGENT: Alexander Piazza LOT: 6 BLOCK: 2 SUBDIVISION: St. Lucie Gardens ID#: 341450110061008 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: EX ]YES [ ]NO NET USABLE AREA AVAILABLE. 1.32 ACRES TOTAL ESTIMATED SEWAGE FLOW: 100 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 1979.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 2000.00 SOFT UNOBSTRUCTED AREA REQUIRED: 500.00 SOFT BENCHMARK/REFERENCE POINT LOCATION: SET IRON ROD (SEE SITE PLAN) 25' NE OF EXISTING POLE BARN ELEVATION OF PROPOSED SYSTEM SITE 8.00 [ INCHES / FT ] ( ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: N/A FT DITCHES/SWALES: N/A FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: N/A FT LIMITED USE: NIA FT PRIVATE: 193 FT NON -POTABLE: N/A FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 18 FT POTABLE WATER LINES: N/A FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES IX]NO] 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD] SITE ELEVATION: FT [ MSL / NGVD SATT. PRnrTT.F. TMrnRMATTnN STTF I RnTT. DRnRTT.F TNFARMATTAN RTTF. 2 USDA SOIL SERIES:Waveland fine sand Munsell #/Color Texture Depth 10YR 4/1 Fine Sand 0 To 14 1 OYR 7/1 Fine Sand 14 To 24 10YR 7/3 Fine Sand 24 To 30 1 OYR 2/1 Hardpan 30 To 36 1 OYR 5/4 Sandy Loam 36 To 42 1 OYR 6/8 Sandy Clay 42 To 48 REFUSAL Refusal 48 To 72 USDA SOIL SERIES:Waveland fine sand Munsell WColor Texture Depth 10YR 4/1 Fine Sand 0 To 6 1 OYR 7/1 Fine Sand 6 To 24 1 OYR 8/1 Fine Sand 24 To 36 1 DR 516 Sandy Loam 36 To 48 10R 616 Sandy Clay 48 To 54 REFUSAL Refusal 54To 72 OBSERVED WATER TABLE: 36.00 INCHES I ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 14 INCHES f ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]'NO MOTTLING: [X]YES [ ]NO DEPTH: 14.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Fine Sand/0.60 DEPTH OF EXCAVATION: 54 INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [XI BED [ ] OTHER (SPECIFY) I- REMARKS/ADDITIONAL CRITERIA BORINGS CONDUCTED WITH DREW. V!T DETERMINED BY USDA SOILS WEB SITE, HISTORICADATA, STRIPPING FOUND AT 14" AND SURROUNDING LOTS. SITE EVALUATED BY: Duncan, JNw."*(Tille: Environmental Specialist III (St. Lucie County Environmental He DH 4015, 09/2006 (Previous Editions May Be Used) DATE: 01/06/2010 Page 3 of 4 API 459C4 EID10:17-138 v 1.0.2 8 STATE OF FLORIDA PERMIT # . -'; DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: KALLKELL BUILDERS, LLC. / DIANNE SOLDEVILLA AGENT:_ Alexander J. Piazza PSM, Inc. LOT: 6 BLOCK: 2 SUBDIVISION: ST. LUCIE GARDENS PROPERTY ID #: 3414-501-1006-100-8 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 [ ] NO NET USABLE AREA AVAILABLE: 1.325 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER-TABLE21 AUTHORIZED SEWAGE FLOW: GALLONS PER DAY• 11500 GPD/ACRE OR 2500 GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE: 250 +\- SOFT UNOBSTRUCTED AREA REQUIRED: SOFT BENCHMhJM/REFERENCE POINT LOCATION: SET IRON ROD CAP "TRAVERSE" ELEVATION OF PROPOSED SYSTEM SITE.IS 8 [INCHES/FT] [ABOVE/BELOW] BENCHMARK/REFERENCE, POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 100. FT DITCHES/SWALES: 15 FT NORMALLY WET? [ ] YES [ X ] NO WELLS: PUBLIC: 200 FT LIMITED USE: 100 FT PRIVATE: 75 FT NON -POTABLE: 50 FT BUILDING FOUNDATIONS: 7 FT PROPERTY LINES: 11 FT POTABLE WATER LINES: 100 FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [ X ] NO 100 YEAR FLOODING? [ ] YES [X] NO 100 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD bVIL FRUFILE INY'Ul(MA'L'1VN 51TE 1 MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO .TO TO TO USDA SOIL SERIES: SOIL PROFILE INYUMIATION SITE 2 MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: OBSERVED WATER TABLE: 40+. INCHES [ABOVE / BELOW] EXISTING GRADE. TYPE: [PERCHED / APPARENT] ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [ABOVE / BELOW] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ] YES [ ] NO MOTTLING: [ ] YES [ ] NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [ X ] BAD[ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA: SITE EVALUATED BY: _ '!�ZZ--f` DATE: 12-09-09 DH 4015, 10/96 (Raplaca® HRS-H Form 4015 31 4hLch may ba ua©d1 Page 3 of 3 AJP JOB#: 09-0712 s - , dF � 9n STATE OF FLORIDA PERMIT NO. DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID_: '.ti wec' SYSTEM RECEIPT # : APPLICATION FOR CONSTRUCTION PERMI APPLICATION FOR: F. I'LE [ X ] New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: KALLKELL BUILDERS, LLC . / DIANNE SOLDEVILLA AGENT: Alexander J. Piazza PSM, Inc. TELEPHONE: 1-772-340-7700 MAILING ADDRESS: 619 SW BILTMORE ST, Port St. Lucie, Florida 34983 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: 6 BLOCK: 2 PROPERTY ID #: SUBDIVISION: ST. LUCIE GARDNES DATE PLATTED: 169 3414-501-1006-100-8 [Section/Township/Range/Parcel No.] ZONING: PROPERTY SIZE 1.325 ACRES [Sgft/43560] PROPERTY STREET ADDRESS: 7017 GULOTTI PLACE DIRECTIONS TO PROPERTY: SEE MAP BUILDING INFORMATION Unit Type of No Establishment PROPERTY WATER SUPPLY: [-] PRIVATE [X] PUBLIC [ X ] RESIDENTIAL [ ] COMMERCIAL No. of Building Commercial/Institutional. System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 1 Residential 1 707 2 3 4 [ X ] Garbage Grinders/Disposals [ X ]; Spas / ;Hot Tvbs., [ [ ] Ultra -low Volume Flush Toilets [ ] Other (Specs£y)-"- APPLICANT'S SIGNATURE: DH 4015, 10/97 (Previous Editions y Be Used) �`• ] Floor/Equipment Drains DATE: 12-09-09 Page 1 of 3 AJP JOB#: 09-0712 Google Maps Page 1 of 1 Gotmaps 619 SW BILTMORE STREET, PORT ST. LUCIE, FL Get Google Maps on your phone Text the word "GMAPS" to 46645 3 http://maps.google.com/?ie=UTF8&hq=&hnear=619+SW+Biltmore+St,+Port+St+Lucie,+... 12/9/2009 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS PERMIT #. APPLICANT: KALLKELL BUILDERS, LLC. / DIANNE SOLDEVILLA AGENT: Alexander J. Piazza PSM, Inc. LOT: 6 BLOCK: 2 SUBDIVISION: ST. LUCIE GARDENS PROPERTY ID #: 3414-501-1006-100-8 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 [ ] NO NET USABLE AREA AVAILABLE: 1.325 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER-TABLE23 AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE: 250 +\- SQFT UNOBSTRUCTED AREA REQUIRED: SQFT BENCHMARK/REFERENCE POINT LOCATION: SET IRON ROD CAP "TRAVERSE" ELEVATION OF PROPOSED SYSTEM SITE IS 8 [INCHES/FT] [ABOVE/BELOW] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 100 FT DITCHES/SWALES: 15 FT NORMALLY WET? [ ] YES [ X ] NO WELLS: PUBLIC: 200 FT LIMITED USE: 100 FT PRIVATE: 75 FT NON -POTABLE: 50 FT BUILDING FOUNDATIONS: 7 FT PROPERTY LINES: 11 FT POTABLE WATER LINES: 100 FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [ X ] NO 100 YEAR FLOODING? [ ] YES [X] NO 100 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE2 MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: OBSERVED WATER TABLE: 40+ INCHES [ABOVE / BELOW] EXISTING GRADE. TYPE:[PERCHED / APPARENT] ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [ABOVE / BELOW] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ] YES [ ] NO MOTTLING: [ ] YES [ ] NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:, DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH ['. X,,]_ BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA: SITE EVALUATED BY: DH 4015, 10/96 (Replaces HRS-H Form [page 31 which may be used) DATE: 12-09-09 Page 3 of 3 AJ P JOB#: 09-0712 R TJ Truss Corp. 2801 Industrial Ave Two, Fort Pierce, FL 34946 Engineering Package Certification Form Contractor/Builder: Kallkell Construction Job #: Project: Soldevilla Residence / 90587 Model: City/County of Jurisdictior SAINT LUCIE Occupancy Type: Engineer or Architect of Record: F-I-LmEm COPO"O" Roof / Floor Truss Company: TJ Truss Corp. Truss Company Address: 2801 Industrial Ave. #2 Fort Pierce, FL. 34946 Truss Company Contact Info: Phone: 772-466-3388 Fax: 772-466-9329 Engineering Software Supplier: Alpine Engineered Products Engineering Software Version: V.I.E.W. Version 9.01.01.0124.02 I certify that the engineering for the trusses listed on the attached index sheet has been designed and checked for compliance with the Florida Building Code 2007 and are in conformance with the Florida Administrative Code Chapter 61 G15-31.003. The truss system has been designed to provide adequate resistance to wind loads and forces as required by the following provisions: Design Criteria: ASCE 7-05 TOLL TCDL BCLL BCDL TL *non -concurrent Loading (PSF): 20 7 10 * 10 37 Duration Factor: 1.25 Wind Speed: 140 mph Exposure: B Mean Roof Height: 20 Feet Engineer: Julius Lee, 1109 Coastal Bay Blvd, Boynton Beach, FL 33435 Attached is an index sheet submitted in accordance with the Department of Professional Engineering, Tallahassee, FL. Engineering sheets are photocopies of the original design and approved by me. If structural Engineer of Record is not listed above then he did not exist as of the seal date per section 61 G15-31.003(5a) of the Florida Adminsitrative Code. As witnessed by my seal, I hereby certify that the above information is true and correct to the best of my knowledge ,e��llllllllll//��� and electronically sealed in accordance with SS.668.001- S. if.,CF 668.006.*''''' ```,��,vU • E Name ...............: Julius Lee, P.E. ; �'•• Certification #..: 34869 S NO. 48 9 C Dec 30, 2009 • • C ST T OF �ii � ••. 'c� R VDP_ ilnnnu 1109 COASTAL BAY BOYNTON BCH,FL.33435 ELLECTRONICALLY SEAL IN ACCORDANCE TO SS.668.001-668.006 PDF created with pdfFactory Pro trial version www.pdffactory.com TJ Truss Corp. Page:1 Engineering Package Index Sheet JobNumber: 90587 Builder: Kallkell Construction Project: Soldevilla Residence Model: Location: SAINT LUCIE J Spanning the bist4jm -with Puck l orfarrnanca This index sheet lists, in numerical order, the drawings as they appear within this bound pkg in conformance to Florida Administrative Code Chapter 61G15-31.003, Truss # Page I.D. Dwg Date Qty Base Span Pitch Seq. # Cart. Form Non. App. Engineering Packet Index Sheet Non. App. 1 A01 12/30/2009 14 24'08"00 6 / 12 4518 T=—J AGE 12/30/2009 2 24'08"00 6 / 12 4515 As witnessed by my seal, I hereby certify that the above information is true and correct to the best of my knowledge and electronically sealed in accordance with SS.668.001- 668.006. ��••.••• ��� •••• E •.• // ? NO. 48 9 ? �-fl• • ST T OF 09'c4 R l O P ..' �/OfVA� 0111111S0111%&�` 1109 COASTAL BAY BOYNTON BCH,FL.33435 ELLECTRONICALLY SEAL IN ACCORDANCE TO SS.668.001-668.006 Dec 30, 2009 P®F created with pdfFactory Pro trial version www.r)dffactory.com SUPLIST.TXT Jobl<ey: 90587 Company: TJ Truss Corp. Address: 2801 Industrial Ave. 02 Fort Pierce, FL. 34946 Phone: 772-466-3388 Site Address: 7017 Gulotte Place Fort Pierce,FL- -------------------------------------------------------------------------------- SUPPORT REPORT JOB DESCRIPTION: 90587 WIND CODE: ------- WIND MPH: 140 BLDG TYPE: CLOSED --------------------------------------------------------------------------- TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+# MAX.-# UPLFT.-# A01 24.67 8.00 WALL 0.000 8.000 913 -332 A01 24.67 8.00 WALL 24.000 8.000 913 -332 -------------------------------------------------------------------------------- AGE 24.67 8.00 WALL 0.000 8.000 180 -174 AGE 24.67 140.00 WALL 0.667 8.000 910 -322 AGE 24.67 140.00 WALL 12.333 10.917 808 -414 AGE -------------------------------------------------------------------------------- 24.67 8.00 WALL 24.000 8.000 131 • -124 ------------------------------------------------------------------------ *HANGER denotes a hanger calculated by the layout program. Refer to the layout HANGER SCHEDULE for complete list of hangers and nails required. ------------------------------------------------------------------------ Page 1 PDF created with pdfFactory Pro trial version www.pdffactory.com JOD: UUStf 1 ,KaIlKell Gonstruction ,boiaevoia KeStaence / AUl THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chard 2x4 SP #2 (") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Bot chord 2x4 SP #2 c Webs 2x4 SP #3 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0.psf. by=1.00 GCpi(+/-)=0.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Wind reactions based on MWFRS pressures. TC 55 0.00 24.67 BC 75 0.00 24.67 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and L/240 total load. Calculated vertical deflection is 0.07" due to live load and 0.13" due to total load at X = 12-4-0. 12'4" 24'8" 6'2" 12'4" 12'4" 18'6" 12'4" 24.8" + I I - 6'2" 6'2" 67" 67" 12 6 p 3X4 3X4 zo bo 5X8 4X4(R) 4X4(R) 0 3X4 N 3X4 a 3 24'8" 6'2" 12'4" 18'6" 24'8" 67' 12 4 6.2„ 6,2„ 24'8" 67' F� + - R=913# U=332# RL=207/-207# W=8" 12'4" 12'4" R=913# U=332# W=8" LEFT JIG = 14'87 RIGHT JIG = 14'8"7 DESC.= A01 SEQ = 4518 PLT, TYP: WAVE DFSIGNCWT=FBC200TRESRP1-2lf RT-0%(")r5(0) QTY= 14 TOTAL= 14 REV. 9.01.01.0124.01 SCALE=0.2500 IRUS,� CAKY. T "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON. WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL WAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE A.MERICAN FORESTAND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2, Julius e ee .. P.E.E P Le License # 34869 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 20 TC LL .sf TC DL 7-Opsf = o_ BC DL 10.0psf it 10.0 Sf " U BC LL' P O . TOT. LD. 37.Opsf 61 z REF DATE 12-30-2009 DRWG 2900 indusi.rixl J3 rd Forl P i crcc, FL. 34946 11honu (' 2) 466_33M Fax: U 2)4GG�?329 O/A LEN. 240800 DUR.FAC. 1.25 JOB #: 90587 SPACING 24.0" TYPE COMN PDF created with pdfFactory Pro trial version www.pdffactory.com JOo:(`JUoO/), zumeu Top chord 2x4 SP #2 Bat chord 2x4 SP #2 Webs 2x4 SP #3 / AU t All plates are 2X3 except as noted. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 24.67 BC 120 0.00 24.67 Fasten rated sheathing to one face of this frame. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 15.00 ft mean hgt, ASCE 7-05. CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, Wind BC DL=5.0 psf. her--1.00 GCpi(+/-)=0.18 k Wind reactions based on MWFRS pressures. Gable end supports 8" max rake overhang. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.00" due to live load and 0.01" due to total load at X = 0-8-0. Deflection meets U360 live and U240 total load. - Shim all supports to solid bearing. 12'4" I 24'8" 12'4' 1 z 4 1181, I I 3' 4'4" 5'8" 7' 8'4" 9'8" 11' 12'4" 13'8" 15' I + + 16'4" 17'8" 79' 20'4" 21'8" 23' 24'8" I I I I I I I I I I I I + -� 1'8" 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" 1'8" 66" 1- 11'8" 1 66" 1'8" 3' 4'4" 5'8" 7' 8.4" 9.8" 11' 12'4" 13'8" 15' 16.4" 17'8" 19' 20'4" 21'8" 23' 24" T8" 1.4" 1'4" IA" 12144', V4" 1'4" 1W' 1W' 1W 1'4" 1'4" 1.4" 1'4;$ 1,4" 2244 1'4" 1'4 1'8" 12'4" I 174" -, R=54# Rw=180# U=174# RL=207/-207# W=8" 24'8" R=69plf U=160p1f W=11'8" R=78plf U=100plf W=11'8" R=54# Rw=131# U=124# W=8" LEFT JIG = 14'87 RIGHT JIG = 14'87 DESC. = AGE SEQ = 4515 PLT.'TYP: WAVE DESIr,NCRIT=Feczm7r:Esiml.moz RT-m.(m )) 5(0) QTY= 2 TOTAL= 2 REV. 9.01.01.0124.01 SCALE=0.2500 /-� L1tU .5 CAIiY. 'WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS Julius Lee P.E. TC LL 20.Opsf REF T "•, "^ ' ." PLATE INSTITUTE, 563 D ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.-IMPORTAM" FURNISH ACOPY OFTHIS DESIGN TOTHE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. HIPPING. INSTALLING AND BRACING OF TRUSSES. CE WITH DESIGNCONFORM1 FABRICATING, HANDLING, ANY APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTNIA653 GR40 GALV. STEEL EXCEPTAS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 AZ THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT1109 DESIGN SHOWN. THE SUITABILITY AND USE OF THISCOMPONENiFORANYPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSViPI 1-1995 SECTION 2. License # 34869 Coastal Bay Blvd. Oynton Beach, FL 33435 TC DL 7.Opsf = a BCDL 10.Opsf BC LL' 10.Opsf " U U c TOT.LD. 37.Opsf mZ DATE 12-30-2009 DRWG TD 2940 Tnii osf rixl J31,1 fl/ril PIcmc, FL 34946 I'I]oOC: (7 2)466-33" fax: (772) EGG-932Y O/A LEN. 240800 DUR.FAC. 1.25 JOB #:90587 SPACING 24.0 TYPE GABL PDF created with pdfFactory Pro trial version www.pdffactory.com 5i V_ : 4uiL A Vi t. 1*1 - f" i- M I A M 1•DADE BUILDING CODE COMPLIANCE OFb7CE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) James Hardie Building Product, Inc. -ILE COPY 10901 Elm Avenue Fontana, CA 92337 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 Mianu Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration dale stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone, DESCRIPTION: Hardiplank, Cemplank, Hardipane), Cempanel, Hardisoffit and CemsoMtt APPROVAL DOCUMENT: Drawing No. HPNIr8X, HPLK-4X8 & HSOFFIT-8X, titled `Hardipanel & Cempanel; HardipIank & Cemplank; Hardisoffit & Cemsoffit Installation Details", sheets 1 through 3 with no revisions, prepared, signed and sealed by Ronald Ogawa, P.B., dated 04/02/04, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may .be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-0729.02 and, consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 07-0418.04 Expiration Date: May 01, 2012 19 Approval Date: May 31, 2007 Page 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWING (submitted under NOA No. 02-0729.02) 1. Drawing prepared by James Hardie Building Products, Inc. titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", drawing No HPNL-8X, HPLK-4X8 & HSOFFIT-8X, dated 04/02/04, with no revisions, signed and sealed by R. L. Ogana, PE. B TEST (submitted under NOA No. 02-0729.02) Laboratory Report Test Date Signature 1. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves PE. 2. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves PE. 3. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves PE. C QUALITY ASSURANCE 1. Building Code Compliance Office. D MATERIAL CERTIFICATION (submitted under NOA No. 02-0729.02) 1 Standard Compliance (ASTM C-1185) issued by ETL Testing Laboratories on 05/09/95 signed by D. K. Tucker, PE. 2 Evaluation Report NER-405 issued by National Evaluation Service, Inc. on 01/01/93, with no 'signature. E STATEMENT (submitted under NOA No. 02-0729.02) 1. No change letter issued by James Hardie Building Products, Inc. issued on 02/16/99, signed and by J. L Mulder. 2. Power of Attorney and Appointment of Domestic Representative, signed by P. Shafron on 04/17/02, Assignment and Memorandum of Assignment signed by T. P. Dolmans on 04/16/02 and Assignment for the trade marks of Cemplank, Cempanel and Cemsoffit to the Assistant Commissioner for Trademarks signed by V. Lester and P. Shafron on 04/18/02. E OTHERS 1. No change letter issued by James Hardie Building Products, Inc. issued on 04/02/07, signed and sealed by Chad Diercks, Technical Services Manger. 2. Engineer of record letter issued by Ronald Ogawa & Associates, Inc., dated April 3, 2007, signed and sealed by Ronald I.Ogawa, P.E. oa;�O Carlos M. Utrera, P.E. uct Control Examiner NOA No 07-041&04 Expiration Date: May 01, 2012 Approval Date: May 31, 2007 E-1 DETAIL A DESCRIPTION " WALL B LENGTH I! II Hnrdlpnnel & CeMpnnel siding material Is a non tested asbestos fiber cement roduct t ' I I I I I I I I I In accordance with ASTM C-1185 and meeting the requirements of the Building Code. j Florlda I I I I I I I PANEL DIMENSIONS 1 I I I I I Width Length Thickness 1 48' 8,9,10' 5/16' �: �•, r i J I I I I I I I I I I I DESIGN PRESSURE RATING Installation Design Pressure'.. • _�� j: 1 —76 PSF I I I I I I I I I I I I Wood frame Metal frame -104 PSF "I HWALLEIGHT II II II II II I NOTES 1) ALL INSTALLATION SHALL BE DONE IN CONFORMANCE I I II I I I I II I WITH THIS NOTICE OF ACCEPTANCE, THE MANUFACTURER'S INSTALLATION RECOMMENDATIONS, AND THE APPLICABLE I I I II I I I I II I SECTIONS OF THE FLORIDA BUILDING CODE. 2) STUDS OF METAL OR WOOD WHERE HARDIPANEL & I I CEMPANEL WILL BE INSTALLED SHALL BE DESIGNED BY AN ENGINEER OR ARCHITECT PER THE F.B,C, AND THE RERUIREMENTS OF THIS N.O.A. B� STUDS 16' ❑,C, DETAIL A HARDIPANEL & CEMPANEL SIDING INSTALLATION DETAILS The panels are applied verticolly, avoiding horizontal Joints, over 5/8' (5 ply) APA rated ply Wood supported by a minimum of 2'x4' wood studs or 20 ga= x 3 5/8' x 1 3/8' steel studs spaced a maximum of 16' o.c, When Installed on wood studs panels shall be fastened with 6d x 2' ion alvanized box nnilsl on steel studs It shall be fas ened with 1t8 x 5/8' x , 0.315' corrosion resistance H.D. ribbed bu le screws. he STUDS (METAL fos end ers shall. e p ace 3' o,c, arouno a er meter of ❑R WOOD) the panel and Intermedlate studs, driven -throughe p ywood sheathing Into the studs, All jolnts shall be over studs. Nails and screws shall have a minimum edge distance of 3/B" and a minimum clearance of 2' from the corners. 5/8' PLYWOOD SHEATHING SHALL BE ATTACHED TO THE STUDS IN ACCORDANCE TO FLORIDA BUILDING CODE, WITH ANOTHER SET OF NAILS OR SCREWS AS UNDERLINE➢ ABOVE. SECTI❑N B-B ' FASTENER rROZL'CrHF.NFWED f3rr.C+:>�:.;;¢an lbe F1¢rlda p:n� . •n: c�i: .�4 Dr �SLu. :A;.• 1mce�1 cue4a DWGi HARDIPANEL & CEMPANEL 7VWATERPR❑❑FING PER 21-71-:6'ZA OF F.B.C. 5/8' PLYWOOD SHEATHING rpou+)Cz rver'yp pivwDn WALL HEIGHT WALL LENGTH B II Il II II Il I II II II li II � I II ll II II II I II If II II II ! II II II II II B STUDS 16' D.C. ' DETi HARDIPLANK & CEMPLANK SIDING INSTALLATION DETAILS The planks are applied horizontally commencing from the bottom course of a wall with 1 1/4' wide laps at top of the plank. The optional PVC cover molding 1 5/B' wide Is applied to the bottom plate under the bottom plank course. The vertical joints must be over framing members. Optional PVC butt ,Joints Inserts are used for on -stud jointing. The planks are to be Installed over 5/8' (5 ply) APA rated plywood supported by a minimum of 2'x4' wood studs or 20 ga. x 3 5/B' x 1 3/8' steel studs spaced a STUDS (METAL maximum of 16' o,c. The siding shall be fastened through over OR WOOD) Lapping planks with 8d x 2 1/2' Von alvanized box nails over wood studs or with qe x 2 1/ 'ion x 0.3 5' corrosion resistance H.D. ribbed bu le screws over steel studs. The fasteners s a e placed n enver-lapping area 58' o,c. verticall and 16' o.c. horizontally Into the studs through the 5/8' plywood sheathing, distance of 3/4' from the edges shall always be observed. 5/8' PLYWOOD SHEATHING SHALL BE ATTACHED TO THE STUDS IN ACCORDANCE TO FLORIDA BUILDING CODE, WITH ANOTHER SET OF NAILS OR SCREWS AS UNDERLINED ABOVE. DETAIL DESCRIPTION Hardiplank & Cemplank siding material Is a non asbestos fiber cement product tested In accordance with ASTM C-1185 and meeting the requirements of the �•-�1 Florida Building Code. : . \ PLANK DIMENSIONS Width Length Thickness ?, �1. A59 1/2' 12 & 14' 5/16' r' ,j �}`. DESIGN PRESSURE RATING Installation Design Pressure r Wood frame -92 PSF Metal frame -92 PSF NOTES 1) ALL INSTALLATION SHALL BE DONE IN CONFORMANCE WITH THIS NOTICE OF ACCEPTANCE, THE MANUFACTURER'S INSTALLATION RECOMMENDATIONS, AND THE APPLICABLE SECTIONS OF THE . FLORIDA BUILDING CODE, 2) STUDS OF METAL OR WOOD WHERE HARDIPLANK & CEMPLANK WILL BE INSTALLED SHALL BE DESIGNED BY AN ENGINEER OR ARCHITECT PER THE ' F.B.C. AND THE REQUIREMENTS OF THIS N.O.A. SECTI❑N B—B 5/8' PLYW❑❑D SHEATHING WATERPROOFING PER 2'(2:1':6.2:1- OF F.B,C, NAIL OR SCREW RDIPLANK CEMPLANK SIDING PRODOLT 1LE[I15R'0�1 �.y it reR111?'�G,^, T!{111 td! ra[0 Qtf{'jip:: ia4.r eaj4n,yu L' itl �2 sy mi c mdud Control D' a reut,t�t; xl:vsssa a u•.,,rge�; xu„0c F1atiJp fi�v 3', rtu`q[ dt-.r,ns:vac! :02-0' 2 .02 1sticesi>O�Sc 1RieeleraC.w�a! nlmvbioa � JAMES HARDIE PRODUCTS — USA 10901 ELM AVENUE FDNTANABUILDING 909-356, 30 92337 909-356-6300 RB MCH & OMOP "tx?m FAM 909-427-0634 This drawing and the copyright thereln are the property of the above company and accordingt the drawing must not be copled or reproducer DATE 04/02/2004 ORG �: HPLK-4X8 in any materlal farm whatsoever. SHEEP : P/3 & CEMPLi DETAILS .%i Florida Building Code Online 1/21/10 4:15 PM I ® yyfiq ,tea t �.iii d� 11 ss t BOS Home Log In User Registration ! Hot Topics Submit Surcharge t Slats & Facts i Publications FBC Staff nelS Site Map I Links Search Product Approval Menu > Product or Application Seordi > Application List Code Version 2007 FL# 10970.7 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL . Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL SAarrh RAsuitc - Annllratinns Elk' Type Manufacturer Validated By Status FL10970 New ]ELD-WEN FL#: FL10970.7 American Architectural Manufacturers Association (847) 303-5859 Approved Model: Builders Aluminum Single Hung Description: Aluminum Single Hung Category: Windows Subcategory: Single Hung DCA Administration Department of CommunityAffairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 457-1824, Fax (850) 414-8436 m 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts; MAEUM �'i►tE1gn Aacr+f►d v&iFT http://www.floridabuilding.org/pr/pr-app_ist.aspx Page 1 of 1 Florida Building Code Online 1/21/10 4:16 PM � rri� V[� - � �g�•hM �,�y�iRn � dJ,� �y�.F y ('FY.B1icc'!FF!:r3�Y2: : W�il' .EF.` fi+�.k6'ntR+SLMf4}: N.Vd��+•2 �l, S.b.It S.rharge Stats & Facts Publications FBC Staff 13CIS Site MBP 1 Links I Search Product gporoval Menu > Prcduct or Aoolicatlon Search > Application Ust > Application Detail FL # FL10970 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 862-3451 fbc@jeld-wen.com Authorized Signature Janet Gerard fbc@jeld-wen.com Technical Representative Budd Beatty Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (541) 882-3451 bucidb@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA 101/I.S.2-97 1997 AAMA/WDMA/CSA101/IS2/A440 2005 ASTM E 1300 2002 Equivalence of Product Standards Certified By Product Approval Method Florida Licensed Professional Engineer or Architect FL10970 RO Equiv Engineer Eval of Std Equiv E1300.odf Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvihT9G9wjlk%2bNvQzG2egs8fsFZODm4Pl%Zb4smSssc2hRQy63d%3d Page 1 of 3 Florida Bullding Code Online 1/21/10 4:16 PM Date Submitted Date Validated Date Pending FBC Approval Date Approved 06/30/2008 12/18/2008 12/23/2008 02/03/2009 FL # Model, Number or Name Description 10970.1 Builders Aluminum Single Hung Aluminum Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10970 R0 C CAC BA4980SHFL 61293 01-401- Approved for use outside HVHZ: Yes 44 53x72 H-R50 ExpI1292009.odf Impact Reslstant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 11/29/2009 Other: Installation Instructions FL10970 RO 11 BA4100 ATI 61293-01-401-44.oaf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10970.2 Builders Aluminum Single Hung Aluminum Single Hung Limits of Use Certification Agency Certificate Approved for use'in HVHZ: No FL10970 RO C CAC BASH NCTL 210-3493-2 5305 H- LC50 Exo03312012.0f Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/31/2012 Other: Installation Instructions FL10970 RO II B64100 NCTL 210-3493-2 (Mech Corner).pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10970.3 Builders Aluminum Single Hung Aluminum Single Hung Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FI 10970 RO C CAC DA4880SHFL 65 69 01-401- Approved for use outside HVHZ: Yes 44 53x63 H-R50 Exo07102010.ndf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +501-50 07/10/2010 Other: Installation Instructions FL10970 RO II BA SH 4100 ATI65369- 1-401-44 - 53x63.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 110970.4 1 Builders Aluminum Single Hung I Aluminum Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Certification Agency Certificate F110970 RO C CAC BA4880SHFL 65369 01-401-44 H- R50 52x75 Exo07102010.odf Quality Assurance Contract Expiration Date 07/10/2010 Installation Instructions FL10970 RO II BA SH 4100 ATI65369-01-401-44 - 5205 - Ins.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 110970.5 1 Builders Aluminum Single Hung I Aluminum Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 other: Certification Agency Certificate FL10970 RO C CAC BA4880SHFL 65369.01-401- 44 52x75 H-R35 Exo07102010.odf Quality Assurance Contract Expiration Date 07/10/2010 Installation Instructions FLID970 RO 11_BA_SH_00 ATI 65369-01-401-44 - 52x75 - Ins.pd Verified By: American Architectural Manufacturers Assoclatior Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app-dtl.aspx?param=wGEVXQwtDgvihT9G9wjlk%2bNvQzC2e9s8fsFZODm4P]%2b4Sm8ssc2hRQ%3d%3d Page 2 of 3 Florida Building Code Online 1121/10 4:16 PM Evaluation Reports Created by Independent Third Party: 10970.6 Builders Aluminum Single Hung Aluminum Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Fl i 0970 RO C CAC 7034.1 BA4850SHEL 64735.01-401- 44 53x76IG H-R50 Exp05182010mcif Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 05/18/2010 Other: Installation Instructions FL10970 RO II BA4100 ATI64735-Q1-401-44 - 532176 - Ins-Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10970.7 Builders Aluminum Single Hung Aluminum Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10970 RO C CAC 7034.2 BA4880SHFL 64735.01-401- 44 53x76Mono H-R40 ExpO5182010.Ddf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-40 05/18/2010 other: Installation Instructions FLtO970 RO II BA4100 ATI 64735-01-40 -44- 53x76.Ddg Verified By: American Architectural Manufacturers Association Created.by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back ttent DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 p 2000-200S The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: wFafflum xarirttya _ =.�i uaav r � http://www.floridabullding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvihT9G9wjlk%2bNvQzG2e9s8fsFZODm4P[%2b45mSssc2hRQ%3d%3d . Page 3 of 3 Home Depot Store 6376 700 SW ST LUCIE W BLVD PORT ST LUCIE, FL 34986 Clor (772)878-4206 CUSTOMER: HOLLYWOOD,JOHN SALES ASSOCIATE: 502 SE CLIFF RD P.O. #: PORT SAINT LUCIE,' FL-34984 (772)-8799559 Thank you for shopping The Home Depots We value your businessl 0004 MANUFACTURER: JELD-WEN Windows & Patio 1 Doors -Venice Frame Size = 52" W x 621/4" H Tip to Tip Size = 53" W x 63 1/4" H Scale: 1/4'• equals 1' Manufacturer: JELD-WEN Windows & Patio Doors -Venice Product Design: Windows Configuration: Single Hung Frame Size Width: 52" Frame Size Height: 62 1/4" Exterior Finish: Builders Aluminum Product Type: Single Hung Impact Unit: No Frame Type: Slip -On Fin Frame Color: Bronze Sash Type: Equal Sash Vent Height: 31 1/8" Dade NOA: No Florida Approval Number: 10970.7 17034.1 Glass Rating: R-50 Glazing: Insulated Inner Glass Thickness: 3/16" Outer Glass Thickness: 3/16" Glass Tint Clear Obscure Glass: No LowE Glass: No Tempered Glass: No Insulated Glass Option: None Grille Pattern: None Screen: With Fiberglass Screen Screen Type: Fixed Half Screen Screen Color: Charcoal 18/16 Screen Installation: Installed Hardware: Double Cam -Lock Jamb Thickness: 2 11/16" Egress: Meets 5.7 Net Opening **M20 Version Date: 07/20/09** **M20 Catalog Version: 1.8.0" Base Price for Single Hung: 4SH5366 $ 139.05 Slip -On Fin - Frame Option: $ 9.52 Insulated - Glass: $ 85.80 3/16" - Inner Glass Thickness Upgrade: $ 32.13 Paoe: 1 Of 2 3/16" - Outer Glass Mckness Upgrade: $ 32.93 $ 298.63 $ 298.63 QUOTE M, PRETAX TOTAL $ 298.63 Estimated Lead Time Paw: ' 2 Of 2 F / 017,:::' . F:-i fi I - � -" s+A ronu - I KK EMBEDMENT Q� _—D/4• MAX SHIM SPACE TYPICAL VERTICAL FRAME SECTION NQTE, Caulk between unit wid openhp 1/4• MAX SHIM SPACE O� 1W KPL EMBEDMENT General Notes: • The product shown herein is designed, tested and manufactured to comply with the 2007 Florida Building Code and industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300-02. • An impact protective system is required where wind bome debris protection is required by local building code_ , , I " . _ • Maximum sizes are buck sizes and do not include fin or flange,`' ! t ;,1 ,i `• iti ; a 13f• MIN EMBEDMENT NAIL FIN (ATI 65 3 69-01-401-44) 0 1/4• MAX SHIM SPACE TYPICAL HORIZONTAL FRAME SECTION NOTE, Caulk between unit and opening Max FraMe DP IMPACT 52 'x 75' +50/-50 N❑ unlforn DDeslpn Pressure pDit.LT �2/A �f pm �ul%rWTPWCSA Installation Notes: 'I. Seal Wait fin to substrate, 2. Use #8 or greater fasteners through nail fin with sufficient length to penetrate a minimum of 'lV2." Into the wood framing. 3_ Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. We recommend using TegratiteTMD installation (http:!/www.jeld-wen.com/newinstallationtechnology/)for weatherproofing. This schedule addresses only the fasteners required to anchor the product to � j , '.;• •' ' ` achieve the rated design pressure and impact performance (where applicable) pp to the size limitations noted. It is not intended as a guide tothe installation PROSECr E"1GQNEQt DATE.' jELID_WEN 355 Center Court 06J01J2008 Venice, Florida 34285 process and does not address the sealing consideration that may arise indifferent - ' • DRAWN M. Tetztaff SCALE: NT5 (941) 497-1948 wall conditions. For the complete installation procedure, seethe insfnrctions CHECKED BY: mtE: packaged with the window or go to www.jeld-wen.com/resourcesfinsfallation. Builder's Aluminum (4100/4880) Single Flung APPROVED BY: This drawing and its contents are confidential and are not to be reproduced or b ZQ 0 % Nail Fin Installation (52.125a x 75.017) copied in whole or in part or used or disclosed to others except as authorized by Douglas &Preston PABrrPBODEcr No : -r JELD-WEN, Inc. FL P.E. Ucanse No. 93291 G leo Qatoamu'rXL7Bb33 1°ENl'DFIEANo. A7I65369-01-401 PDMrrNAME AND tACA710N: fAADWG. Na.: REY: SHEET II Venice Window Division eaatao—ns5ass-ot4o •aa 00 1 of 1. ` 2/4' NAX SHDt I �SPACE z TYPICAL VERTICAL FRAME SECTI❑N NnrEi Caulk betteen unit and operft. KK - —Arou a: Q4. a 4 General Notes: • The product shown herein is designed, tested and manufactured to comply with the 2007 Florida Building Code and industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300-02. • An impact protective system is required where wind bome debris protection is required by local building code. • Maximum sizes are buck sizes and do not include fin or flange, l l t I This schedule addresses only the fasteners required to anchorthe product -to' achieve the rated design pressure and impact performance (where applichb)e) up S , • t • ' to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise irk different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.Jeld-wen.comhesourr�slinstatlatidn•s6L This drawing and its contents are confidential and are not to be reproduced or , 20• 0 copied in whole or in part or used or disclosed to others except as authorized by Doto S. Preston JELD-WEN, Inc. Ft'P.E I ense No. 53E91 SOl Rosebud Lane Gearpetoen, TX 70632 MASONRY (ATI 64735•-01-401-44) I W )GK EMBEDMENT SHI MAX SHIM SPACE. v @-.-' r TYPICAL HORIZONTAL FRAME SECTION NDTE, CmUk between twat and opening Max Frarte DP IMPACT Utir" DeMM Prtssurt ae Test" +W-40 WF per ANA/VV WMA +mns eltma-M Installation Notes: 1. Seal flange /frame to substrate. 2. Use %s' Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1Y47into the masonry. 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. PRO)KT EPONMR` DATE 355center Court -- 06/03/2008 DRAWN BY: SCALE: Venice, Florida 34285 M. Tetzlaff NTS JELIWWEN (941) 497-1948 O•tEG'.SEG BY: TIRE: AaPRovEoaY: Builders Aluminum (4100) Single Hung Masonry Installation (53.125" x 76.0Q") PART/PROTECT Nv.: 1DENgAER No. PLANT NAME AND LOCATroN: CAD DWG. Mo.: REV: � i of 3. an t�73s-oi-4oi Venice Window Division sAatr>o�,T r�a�s-oi .aa 00 o-_ Omar StmR SPACE TYPICAL VERTICAL FRAME SECTION f NOT& CwAk between ur t and operft f ; QMAX SHIM SPACE General Notes: • The product shown herein is designed, tested and manufactured to comply with the 2007 Florida Building Code, the High Velocity Hurricane Zone (HVHZ) and Industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300-02. • An Impact protective system is required where wind borne debris protection is required by local building code. • Maximum sizes are buck sizes and do not Include fin or flange_ This schedule addresses only the fasteners required to anchor the productto' achieve the rated design pressure and impact performance (where appfca¢ e)�.P . to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in 4iflefen't wall conditions. For the complete Installation procedure, seethe instructiogs packaged with the window or go to www.jeld-wen.comiresourceslinstallaUon_ This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by .lELD-WEN, Inc_ WOOD FRAME (ATI 64735-01-401-44) v4' NAx 1i¢' NDr. ENHEDHENT SHIM SPACE TYPICAL HORIZONTAL FRAME SECTION NUM Caulk betreen unit and operdr% DP IMPACT 11NFor" De*o' Pr eap" 101Uatm21A+4u-40 � Per &WA/ND1V.M% Max Frame Installation Notes: 1_ .Seal flange !frame to substrate. 2. Use #10 or greater fasteners through frame with sufficient length to penetrate a minimum of 1.Y2"into the wood framing. 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all toads to the structure_ The host structure is the responsibility of the architect or engineer of record for the project of installation. Court I, . I aagtos • PftCUECf ENGZNEdi: DATE I : t, ,.; • ,,, ', •. -- 06/OZ/200ti JELDr�NEN 355 Center Daawn �.: SCALE' Venice, Florida 34285 M. 7etzlaff NTS (941) 497-1948 o{EacEDev: Tn11:: (� APPROVED BY- Builder's Aluminum (4100) Single Hung •' y � ' rP - `�a_•�$ PAkrrPsiwxrluo: Wood Frame Installation (53.125" x 76.00'} . S. Preston Fr P.E. i,k:ensv No. 53293 IDFNnF1At Na DLAD7i NAMEAND loCATIONs CAD DWG, NO.: AEY: 101 Rosebud Lane SHEET Georgetown, rx 78633 ATI64375-01-g01 Venice Window Division ea4100_pii64735-01" 00 ,2 0 3. -- 11V NIK ENMOME T SHai SPACE TYPICAL VERTICAL FRAME SECTION NOTE+ Caulk between unit and opentm 114' RAX SHIM SPACE pp�- 1 General Notes: • The product shown herein is designed, tested and manufactured to comply with the 2007 Florida Building Code, the High Velocity Hurricane Zone (HVHZ) and industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300-02. • An impact protective system is required where wind borne debris protection is required by local building code. • Maximum sizes are buck sizes and do not include fin or flangpt l�l Th' h d nl it,fa NAIL FIN (ATI 64735-01-401-44) 1/4' MAX SHIN SPACE A, MIN,— EMBEEKENT I TYPICAL H❑RIZ❑NTAL FRAME SECTI❑N ITEM CaWk between unit and opening Max Frame lddParn DeslRn Presses as Tested *W-40 Dsf Par AMWVW9V= Imes vaMw-as DP IMPACT Installation Notes: 1. Seal nail fin to substrate. 2. Use #8 or greater fasteners through Waif fin with sufficient length to penetrate a minimum of 1Y2' into the wood framing. 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation, 4. We recommend using TegratiteTM' installation (hitp:llwww.jeld-wen.com/newinstallationtechno[ogy/)for weatherproofing. A is sc a ule addresses o y e steners required to anchor the produd.io achieve the rated design pressure and impact performance (where applicable�, uO +.;:.' .' '+ • i • • PR°METE'''c°''Ern' — °pIE° 06/02/20013 355 Center Court to the size limitations noted. It is not intended as a guide to the Mok AD QA 0MIAMI-DADS F-ILo-D M BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION WAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville, FL. 32218 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 AIU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: S-V Crimp Metal Roofing Panel System LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application bas 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 revises NOA # 06-1012.08 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07-0815.06 o Y Expiration Date: 11/08/11 Approval Date:11/08107 Page 1 of 5 ROOFING SYSTEM APPROVAL Ca or : Roofing Sub -Category: Non -Structural Metal Roofing Material: Steel Magnum Design Pressure:-154.75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Specifications Product Description Length: various Corrosion resistant, 5V Crimp Metal Roof Height: 7/16" TAS 125 galvalume orgalvanized Panels Width: 25-1/z" performed, coated, pre - (Coverage width: 24") finished, metal panels. Thickness: 0.0217 EVIDENCE SUBMITTED Test A gnc Test Identifier Test Name/Renort Date Far abaugh T270-07 TAS-100 08/24/07 Engineering and Testing, Inc. Farabaugh T 166-07 TAS-100 04/15/07 Engineering and Testing, Inc. Force Engineering & 188-0331T-06A-C TAS-125 02/26/07 Testing, Inc. Hurricane Test 0041-0906-07 TAS-125 09/12/07 Laboratory, LLC. BASF Accelerated ASTM G 154 07/12/07 Weathering BASF Salt Spray ASTM B 117 07/12/07 NOA No: 07-0815.06 { Expiration Date: 11/08/11 Approval Date:11/08/07 Page 2 of 5 APPROVED ASSEMBLY: System: 115V-Crimp" Metal Panels Deck Type: Wood, Non -insulated Deck Description: 19/32' or greater plywood or wood plank. Slope Range: 2":12" or greater Maximum Uplift See Table A Below Pressure: Deck Attachment: In accordance with applicable building code, but in no case it shall be less than 8d annular ring shank nails spaced at 6" o.c. In reroofing, where deck is less than 1 13x' thick (minimum "J32') the above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side -lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12 gauge 1-1/a" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows IT' o.c. in the field of the roll. Or, any approved underlayment having a current NOA. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with current published installation instructions and details in Southeastern Metal Manufacturing Metal Roofing Installation Manual. Fire Barrier Any approved fire barrier having a current NOA. Or for class A or B fire rating, Board: install minimum 1/a" thick Georgia Pacific "Dens Deck" (with current NOA) or minimum 4mm thick of Tritex, RockRoof (with current NOA) or 5/s" water resistant type X gypsum sheathing with treated core and facer. Metal Panels and Install the "SV-Crimp Panels" and accessories in compliance with the current Accessories: published installation instructions and details in Southeastern Metals Manufacturing Company's Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS133. 1. At the eave, rake, and ridge, fasteners shall be located not more than 3" away from the panel end. 2. The leading side edge of the panel should be the side with the anti -siphon groove; each panel side will overlap this channel to provide a capillary brake. 3. The panels shall he fastened with #9 x 2" metal roofing sealing washer screws in the crown of the inverted V ribs as shown in the details herein. 4. The panel's width fasteners shall be spaced at 111/2" to the center rib, Then 12 1/2" to the next, perpendicular to the slope, through the overlapping panel. The flat area of the panel as shown in the details herein. 5. The panels fastening pattern at the interior of the panel, shall be in rows spaced as listed in Table A below, running parallel to the slope of the roof. Table A Maximum Design Pressure Field - Perimeter and Corner' Maximum Design Pressure -67.25 psE -154.75 psf Maximum Fastener S acin 16, o.c. 8" o.c. I. Extrapolation shall not be allowed NOA No.: 07-0815.06 Expiration Date: 11/09/11 n 1 Approval Date:11/08/07 Page 3 of 5 "5-V CRIMP" METAL ROOF PANELS 251/2" 111l2" 1 121/2" 7/16" FASTENING PATTERN FOR 5V-CRIMP AT INTERIOR OF PANEL FASTENING PATTERN FOR 5V-CRIMP AT SAVE & RIDGE Seel able A Wanain fnr hAoimv— `fr�r NOA No.: 07.0815.06 Expiration Date: 11/08/11 Approval Date:11/08/07 Page 4 of 5 SYSTEM LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). I All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami Dade County Product Control Approved. 4. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF T M ACCEPTANCE NOA No.: 07-0815.06 o Aid Expiration Date: 11/08/11 . Approval Date: 11/081I 7 Page 5 of 5 -DAD R AV MIAMI•IaADE O-D LA ' B G T L8 'TREE U!T BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130-1563 PRODUCT CONTROL DIVISION (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade-eov/bnildinacode Jeld-Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 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 (AHU). 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 AHT may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is -approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 6'8" W/ E Outswing Opaque Steel French/ Single Door-L.M.I. and w/ wo 3'0" Sidelite-NX . APPROVAL. DOCUMENT: Drawing No. S-2129, titled "Series Wood Edge Steel Opaque O.S. Impact Doors w/ wo 3'0" Wide Non -Impact Sidelites Up to 12'-71'x 6'-$11, sheets 1 through 9 of 9, dated 12/06/2001 with revision D dated 07/19/2007, prepared by PTC, LLC, dated 08/02/2007, signed and sealed by Eric S. Nielsen, P.E.; bearing the Miami -Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant/ Non - Impact Resistant LIMITATION: Miami -Dade County Approved Impact Resistant Shutters are required for Sidelites. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. -Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 02,1216.11 and consists of this page 1 and evidence pages E-land E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. IT Cop NOA No. 07-0810.09 Expiration Date: August 22, 2012 Approval Date: December 20, 2007 Page 1 Jeld-Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1.. Manufacturer's die drawings and sections. 2. Drawing No 5-2129, titled "Series Wood Edge Steel Opaque O.S. Impact Doors w/ wo TO" Wide Non -Impact Sidelites Up to IT-7"x 6'-8", sheets 1 through 9 of 9, dated 12/06/2001 with revision D dated 07/19/2007, prepared by FTC, LLC, dated 08/02/2007, prepared by PTC, LLC, dated 07/19/2007, signed and sealed by Eric S. Nielsen, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 4) Forced Entry Test, per PA 202-94 along with marked -up drawings and installation diagram of glazed sidelites, prepared by Certified Testing Laboratories, Test Report No. CTLA-961W, date 10123/2002" signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02-1216.11) 2. Test reports on: 1) Tensile Test, per ASTM E 8/ A 370 or B 557 along with marked -up drawings and installation diagram, prepared by Certified Testing Laboratories, TestReport No. CTLA-1078W, date 10/24/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02-1216.11) 3. Test reports on: 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 4) Forced Entry Test, per PA 202-94 5) Cyclic Wind Pressure, Loading per PA 203-94 6) Large Missile Impact Test, per PA 201-94 along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA-718W, date 11/18/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02-1216.11) 4. Test reports on: 1) Tensile Test, per ASTM E 8/ A 370 or B 557 along with marked -up drawings and installation diagram, prepared by Certified Testing Laboratories, Test Report No. CTLA-718W, date 11/29/2001, signed and sealed by Ramesh Patel, RE: (Submitted under NOA# 02-1216.11) Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 07.081.0.09 Expiration Date: August 22, 2012 k Approval Date: December 20, 2007 E-1 Jeld-Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBARTTED B. TESTS (Continuous) 5. Test reports on: 1) Self Ignition Test, per ASTM D 1929-91 2) Surface Burning Test, per ASTM E 84-97A along with marked -up drawings and installation diagram, prepared by Intertek Testing Services N. A., Inc., Test Report No. ITS-J99006660-001, dated 04/08/1999, signed and sealed by Dough Tucker, P.E. (Submitted under NOA# 02-1216.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by PTC, LLC, dated 07/26/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1, None F. STATEMENTS I. Statement letter of conformance, no financial interest and compliance, dated 07/30/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. Laboratory addendum Ietter for Test Report no. CTLA-718W, issued by. Certified Testing Laboratories, dated 0410112002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02-1216.11) 3. Laboratory compliance letter for Test Report no. CTLA-961W, issued by Certified Testing Laboratories, dated 10/23/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02-121611) 4. Laboratory compliance letter for Test Report no.' CTLA-718W, issued by Certified Testing Laboratories, dated I th8/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02-1216.11) G. OTHER 1. Notice of Acceptance No. 02-1216.11, issued to Jeld-Wen, Inc. (OR) for their Series "Wood Edge Opaque Double Door w/ 3'0" Sidelites Up to 12'-7" x 678"Outswing", approved on 01/30/2003 and expiring on 08/22/2007'. Jaime D. Gasc n, P.E. Chief, Product Control Division NOA No. 07-0810.09 Expiration Date: August 22, 2012 Approval Date: December 20, 2007 E-2 -do-! Mars W"-wa-bca —a 9911-w-Ur MAOW 611 ` 1d "�/'J 6ziZ-S �, xB Paraded SIN M urs •+.WNu air =I* eN 3 d -PAW �..r.,N 'S an L9121� S1N3NOMOO 11Nn 5 01V130 DNIWD B �8SNOLLYDO-1 ZMaJOHONY L SITMO V SND V i 9 1 t 9 SNOLL33S SS0113 IVINOZ-1057$ ON W SNOUO3S 5SOUD'IVIN 0 V ! Z l NOI1dW3s3a 133HS ' SIN31NOD JO 31BV1 'SXOddO 7N130 9N!ZYID NDJ 6 4 9 133HS 33S 310Nt Jsd O'OS- Jed 0.09+ 10 0'99- JO 0199t £ N Z 'I S3UT W/Al -- MO Isd DY9- Jsd L9'99 pd 0'OL- Jed L9'99 £ W Z 'I 531:73O1S 0/14 /M 3wMs 070HS38H1 WV0 HO!H lw MM I 07OJIS M 310d At07 MAN SNOtldO O,►iZM UU IM 03033N SI 1H3Jl3JUJ03N NOt1Y211an JC w Ynx ON!!YN 3MnSS3t!d HOLM ezo, nlwof NI'�4•F11:7II.•til://',tf-[•I7rtL1':'1.1tIH7a „�-R�Ta2 YT7rtU,•1 Mo [ - 'a >c �x i wm cR Jr �F` r' c iH 13H sa 0 1 a � V'0 •�i ''XVW ,SZ '£9 e HIM roo " XVW 3MlDY 3N1DYN1 HM '3NVd NOM l3NVd .BHZLIO' IM 13.NVd EMSM VO XVW 6Z9'! eV0 'XVW .9£ V0 'XVW „9£ ILs 'd12V3 O0pIA3WtRld V'0 'XVpt .05'4L- �P�J 9+vPiS�B aPpaT3�yfgpnsu�gaaceasn DIM 3WVMd V'0' 'XVW .191- 03S(Ailll.13f1QOYd AV '13NVd 8000 if 0 3vtvuA V'0 ." _Sz•19 'pus V ip sotdats u!r um- .91A x .Z N091 (t') um awwl a4J of M"No awr splow. . a41 AV . t x 9p!r .1#0 buunsaaw P040M =1 dwnq' wnul-ID a3und a Jo { ,SL't if apr SZ'S l+rdxrsoaw plaq-41 aw; dwnq wnaluago wop Vb1V ppwuQ ao silun va 'soldols aqr w= ,91/L x ,Z W91 (f) qp paympo pxm squmf ap!s au aril of walal wq Pod Purimuw pro to ap paaq.—I M .gzgTf if .SZ't dwan awd osaropuod MWof nbw•l —j papwM- a am sauwJ a41 W.jz4sMja 1o!rpiza a4i - Punadwao bulrMb GGD r P31aas aw Sawog Oil OW -0 Paradwal .SZi' 410 P0245 RM qM ayl (WIPP buu .q B I-qs ass) —wj ;main a111 d!7 w; ar-,- eq p;g- am sNvod a8laps woo waAsttod popuadxa &4 W paatb v qw v sq!;s an /a pay-mq wa siaays a jwls M '9N1 'N3M-073P L4 'blw puo patois so /A My al tsuod oJ!laps Vaoa Ja 4! joualul aVl 'sip urMgoq f dal pWA aqi — LIB Jr+a4 era SWgS say a4l Jo as ou •sis, pazivagab (uw .0m,o) Yin wwl p?lamsuoa s! Was -au -Vk9mi u&n vuaj4 Od aW Pan15. sr J29gS anal 0% •auangAod Vkr pa119 ae Jauw lo.ioR aVl .0'1 it .ZS't ;u- WVP ME 25u!4 au!d aswapnd Wlula( Ja5+9 4 Off 401% 147 aql OR ParwoJ pro pow aaa) arp Jo saps aV1 !sumo 4x9 Jp oldble aqr oz. x so quo /r saw r a% W ps uoaa W 4b14 ,5b't x ",Z9"! pojmmw pi woga4 Poor p*Mdo arts jau qua 3n Q*F ar!r ,O•t x .IV auo /r P84=* »umo 4ua u! NOW Ja9J PMS )o aMd ,1£9'D x ,0'£ x .9*9'1 0 /r ,lz'l Jr ,Z9'9 buuasaaw tams Paz!uaetab ,lZ Pauu01 Dw s! tw -Wcq M '.bQ'l x �L9'l bLWP=- 141 fo slsisum Ow dot •r+cu u;Ma4 V dot arp — ,W 1u+9 am sualM V dai iaags saul aq1 -pats paaua (VIw.OZ00)'YD►Z wog palwWuw am sp-d a4fpaw ;p was oW _MWMMM5W 'mil 'uaAt-PIaP Z4 %4!suap {a/'s4t SZ't p1 0'1 yllM guaAsXjod popupdx3 :OQr: 5265 7ud 186'SZ-'(anp)dj yi6uMs pla!k inix OZ9 AllW >ad Ot7>tV - 4!lf jp!9.19UJWW gZS-d I -IS paZ!upnla0 'ssau>;'W 'u!Nl COZ0'0) '05 kZ VUWF (suag"Pu00 awxuj 110 Ol UOWWOO) HOW 'IB31S 031V'7nw ►V11N30IS38 NDu1ph 19[lrJD7 38J1100 W 3701J1S V N1 Q39J138 R* ONV N08dO NV 3JN 53!li3015 Y ATNO S3D7306 8O! 03l6t7D3t! 3W 5113!llINS lNYJS1T3N 1OYdWl 03AOJ14 30Y0-IW81Y '9 if1073B A1RlIlO 3t1f1SMd A19120 33 33NOZ .Z!i K WJ SW3JY3 W38 9MYM N1 SL W 101t M S!Hl "S '(S)DOW 31 65iNd OW 80d 1W SM NO 1 3WI 3N 'f 03 ►IS 6O DNIS63110 TNA ONOM 38 7W 1WHROM 3M O1 1N3JiQ3M NOM7NY SONIMYNO NO NMONS SV WOMS OW C315n SY 38 TMIS SWH.IW 1@1I0011d T 38llInus 3U Ol SOY07 J13JSNYJII M AWdOdd 030M 30 ism 'SJf3!00 Au SW w 000M Z 51N3Mf31H1103i! (.211Hi) 3ND2 3NVAWR .WW73A HDIH OHO URYOTddRS 9009 'SDOZ /A) 3009 ONTO AS VDW-U f00Z Ml MA ,17d1409 W 03NWM SI 10MOdd VOW SINI '1 HICIM -3WVW 3117301 tl'0 'XVW .9'L£ JY l93J8 dr9D0YdOtJItiNBlt103'J03tlAGM.Fd 9RD-M-W VUDW as w'wc�c ppwu w 6d{Z-S ?R w yn a AoIWS S u yea �.AmW S1N 3rr�s -�9 Wxd+d Xg- 85;'oS ,n ?lOR131N1 MOHi 03b13L1 t1011pllV! MO}Lf 03Al3kl Jill w 1H SH N �$ ASH '13NVd AH ©H 8000 Vo LID ® SH S3H �� W8 Y0 a XVIV q l3NVd XVVI B 1H L3H a M000 ,SZ 'fe HLOIM 3wV21d Vo '0~I'a Yo xvw Ala Ar HLOIM l3NVd H101M l3NVd MOM l3NVd HLOIM 3w1Rid a XVW .9£ VO 'XVIV .9£ tf0 'xVW .9£ V0 'XVw ,ML£ +� < HLOIM 3WVW 'CLU Hvqjl HLOIM 3KvN=1 'V'0 'XVW .09'L£ -nniq ,SL,o 'V 0 'XVw ,og'L£ OIM 31MU YO 'XVW ,tI • J tg f/ - yaQvo Qx3 . gp•p� offnoue3:�y COR ,IV BY OTHERSd N. dV d'a a 1.SV MIN. E ma. 2 --i 2s• MAX. t0 sHlu Tm a SEE DET/& 5 ON SHE 7 dt 00-0` NOTESHEET 4 IO DN 4 OA Ox MW 1.78• . �2 . PANEL THK 6�. ON HEOW • SHEET 4o- .EXIfE7S •., `, yMaw& OA NOTE iFRAME 1 ON SHH&Er HEIGHTDErAU a • ,s SFE Cl/ • ON SHEET D FOR .•'s;' LRE FRAME S B OPNONS MIN. alle 1ONTHFFES e 2.W uw- .SEE NOTE 10 EDGE ow. ON WE 4 0. DOOR PANEL WIWCH AAM 7HRES W ON -Iqm '4@41 SIX Norr ON SHEEET 4� 8 B1T18 a -• ��+' y WEE NOTE 9 1-25' MIN. ON SW. 4 ENB. I 1 ` L • t.IN d4 MM.. EMB. CONCRETE/ �D �Eii"i e a By 2.625' MM. EDGE DISC. D4OTt PANSY W/TDW PROFILE THRESHOLD SEE OCTAL B I ON SHT. 7 do ' NOTE 10 ON I.79'MML SHEET 4 •i'•�`=Ni4ti;• PAM THK . -NOTE ON WET 4 80.D' Bias'. FgE�6 B MOA9Af. MA FOR PANEL TI0ti.c FRAME 1/:e & HUGW How SEE SHEET B SEE NOTE 2 - rYp.1• iAti, ON SHEET 4 SEE OCTAL B ON SHT. 7 & NOTE 10 ON SHEET 4 vI n e d . CON MASONRY 4 v BY OTHERS 2.625MN. EDGE MT. �, CUSS -SECTION 2 StDEllTE SASH '?;1C7'REVISII] � � �'=s�7mg wflh the FW�ida brt�'B Codn Pta z,onco No - >,� 0•D� Fa-Pirai a[e o ey - A9and W.FtoduttQwftol Division Q vc En tom C)�-I w o m m ofl1 Prepared W.. awr:. er JWJ aw. m S Suffen Lae S f►s� Redde 41313 DPAWM m: S uc PTA LLC s- r s Cot✓esi sb"L SOW =5 Casa.. meoi — phone 321-690-1788 .M.r a —e-sn m2%x Fae 321-690-1789 gi¢r _2- of 9 e .• Q° .e e• O 1.50' MIN. EM& eels 10 at BOX sl1EET + MAIL. OA 1.75• MLN• MEL THK LIt.25' SEE NOTE HpE1GW MAIL r FRAME HOaw ON &UT SEE OLVIN -,s. •. SHi£T 6 fd UTE FRAM OPWN 1.25' �' r ed . CONCRETE( Of EMIL 4 a OTHERS 4, 2.50• MIN. NOTE 10 EDGE VW.ON Sm. 4 !TOUR PANEL WIKOI DW THRESHOLD SEE NOTE ON S"Err 1 SEE NOTE ON SHEET CONCRETE/ MASONRY By OTHERS 4• e e '• 4 4• a i7�FI0E 'r`-' J6VFBl�a FOR OPnOMAL SEE SHEET 6 `NOTE 10 ON SHEEP 4 SHEET 4 BOX ails" MAX MY. PANEL FRAME HEIGHT HEIGHT NOTE 2 SHEET 4 . SEE DETAIL S L - T r Iota d; • .}� 1 S/ RSEE NOTE ® 1.25• MAT. eL1, EMAI7NB. ° ' 1 �MIW- EDC6. DOOR PANES. WIWW PROFriE THRESHOLD EMIL a' . e 4• 2.W MIN. EDGE DIST. 81 men SUM, [sgpa--SOTION -.Fri; the Florida Hut%.'s tea.. aeo - 6/0.oq f:�traria Date YL >� �Al. Fmduet Coat! TNvided Prepared sy. i nW 1 G l no. 6m s S NeLan �ff � QK 0* S 51 413T3 _ 9RMW M2 PTO, uC s-2t29 w Flxlde 3A.4.7 PAdaa 321-690-1788 r oy4ptngo )n noes Fw 321-690-1789 sir 3 as cs r4 "d0 'F 1336 mi-m-Ur Mi W11-Ob9-IiC maw 711'aId SO mm 1-9-4-WV r q.awwo ua°9" a...laa mt 6t1Z-5 d7IJ CLCN �M1 9 d .p+ol! ww1"7 S - .S Hi in Oro SIN rzx * P �M -- M SIHL NO! 9 3Ux1 335 9 133HS 333'01 .1 { z/1 7YNOLLdo NO3 s1spu�tsMON 5moudo A 3MW 31J1 S Mai a 133MNO 571VIm to :x zm 335 sEn � N Y L J MH5 saa 'Bill NO OL am 'MR iP LL IHS HO D9 I 8 7NI30 3351 smi ADSVM %AmoN0.7 am ONITIY" mm Lti1 mu 3sn vm(7�71IN 0m NNma N3NM of mu 35a wwr w aw IY 3IVNISBIIS eod% OIIYI oNRi sm N3HM 9Z / M3U 35M 'OI •Nd1YlIYISHI do imiwd 309 NO! GW M JO M3N1O113 UO =UHOMV 3HL 30 7VAOMddV NOdn 03u1^ 1 3B ryAVO� SOLLS 3LOWr t7 3MYORMA3d INMAM 40 SHMONV NORYTWISM ARMOSVM/343SDNW 31VIAM V'6 ;%3WS a MM kid .09.1 x 0►1 3HL ►11 MW M NOLTiOM 3HL IV BNW 31I905 W OW 3H1 aL 30NIN 3HL ONIH=V N31IM *QbW OOQM Hdd .z x'011 38l ►Z1 mu 30 If= O aw 3HL OA mn*# ma ONIwily N3HM 'B 'M3tl35 DOW kid Jr Jr 91 WU 9► 1 MO Mn 'ONYd WW ND TO*U.SV 11MHL 9 NWUM 3M ,IV BIM' 3i4 al 53LYM 3MW 3HL O PrN.LLV MHM 'M3= CON ilid .OGZ s 9I 3N1 Gil im sn )ons v aw 3HL of 531Y1d 3x%is mu 2xmwilY Ngn%'1 :9Lf►Y lY IM a1 4H91M YXW MOIIO® OW dal 3Hl IV (1) 3N0 - SZO79 ;fiz9B'L► .UWZC ' 9Z90'91 .MIM = UV ATS30L5 3HL ND HMOO dOt 3ML MONd (9) 3Md vAIOTm SV 5? 3MVHd Mn AUNW1 3H1 T9 M= GWSHNYd ,DTI x 9/ 3HL 1T./ MU Nai 0H1wa 3HL '9 I .SZ'D x SM will OM Lf/ 1t311 HUM 03UOM SDNI M LI3MMA'l0 .9/9 AI on MHL No Ym Amin$ a1 my mw ~ auras 3H1 mm 433Nfla35 A 73NYd-mum5 3HL -9 'N0/?M 7CLal3A HOW N6i SAI MO.s (0) JO TViaL V '03OYdS A77"3 SM3LL75 3NOM (►) ku% tLmw 7rA" ISM mu .0.0 $MDTKY SY Sl 413N13OOL SNOiI'1" 3HL a1 SaW MWdl 3HL SMOYILV SK7= OOOM Ndd .097 x 91 3N1 93 1 M3U Mad W=dS '► '073Li 3H1 NO Qi WS ATWW 3NOM (9) M a ON3 UM NOW .4T1IV -AW f) HM kMYE O 7VINOZ&tW NMWM 9L'1 '(GWMM It3M 0 .9/ Mad) ATNYINQZMU) ROAM 9 dOL $MOM SY Sl ATNOIMA NVB W Mll aiDNOA M 2'd 3H1 at dYO NORMM 3NL ONIH7YLLV 71W MAL arse .I x W91 Sill Leif Mau M 3ums Wu at ONAON M311iYao 3H1 ONMWV 7NN rM OM .9L'O x WO; 3HL Lr1 MU MOd wa Nds T :0'L•9 W .079 .O'er .0'9Z :0'Ql '.OT u+" W MIL NO NMOO MOW 3HI d0 daL ML FMW 7L3N= 7VLNOUM N7V3 MOUi M .GT SKMS (9) IMOLOB W dal WAM70J SY Sl M380SYld .09'1 x 91 3HI Dr1 /Lill NOi ONIOYdS T :0'9Z A? .0711 .OTl .09's ." :OST :O'I Ida Ma1109 V NMOO dM 34 MW-SM0TXU SY St MOOD 3UOM 3HL OL 7VOVUI.SV WHIM 3NL ONW3YILV M3= Hdd .1 x 091 3111. ►1 MU Mai 6M WdS .1 S310d 7VaYNLSY 7#1&3 i IV @ 'LNS 51HL NO 13ION 33s -AHL T3MId HIM .9L'I 801lI�i!' 1?6f� 9 I33FIS 335 a, �a ► Z 3S ° ,G990 >r.PY ■ .D'I (� dw a .wc (1) '?VIOL 51TOB 'T H011dO NO_i .13NVd 3�6 r .M.1� (i;) S1708 M3NIV13M 7Y0YMLSy kYM .SG.1 HIO im SIM No !Hs Sall No z 31ON 33S 9 37DN 335 SMNOSwIAll 1HS SW1 NO f i 1 /31HNOHOO r 310N 33S SEE NOTE 25 T 20 16 54 T I 2 8 SHf. 4 CONCRETE/ 9Y SONRSMARY� B a p4 4' . 2 � f(�gjQq a p SEE DETAIL 6 L25' MAX. ON SHT, 7 & SHIM THK.. NOTE 10 ON f.50' SHEET 4 d. MIN, .�' ��� EMB. ORIZO AL CROSS SECTION W LATCH JAMB TO BUCK SEE DETAIL 6� ON SHT. 7 & NOTE 10 ON 25" MAX, SHEET 4 SHIM THK. 1.50" MIN. Q HOR120NTAL CROSS SECTION EMS. 5 HINGE JAMB TO BUCK SEE NOTE J SEE NOTE 3 ON SHEET 4 Q ON SHEET 4 FOR OPTIONAL 1/2' do 1' I.G. SEE SHEET 6 3 50 52 SEE NOTE 2 ON SNEEf 4 40 SEE N07E 5 ON SHEET 4 29 SEE NOTE 4 SEE NOTE 8 ON SHEET 4 ON SHEET 4 CONCRETE/ MASONRY BY OTHERS A i SEE NOTE 7 ON SHEEP 4 SEE DETAIL 6 ON SHT. 7 & NOTE 10 ON rEEO1£ 3SHEET 4 HEET 4 affZOWAL CROSS IDELTE TO LATCH .LAMB. TYP. PRODUCTREVISED asc.fmtyiug-Rb6KFDai& Bai�;iag ^,ade Fxpiratio Delp I�di ndc Product r7 Division art P,i 1.75' MIN. PANEL THK.� n b J 3 m pmpufltd 4r NtA �/ , ma on ill +c aan S Sc b. Eft FP. C N.6 413M WAl opAm R1 Nm 1 = Fm M F2 & 32r-690-1788 S-2129 PE hab b om Ns. ism •Far. 321-690-1759 SHE J` oP_ B i 6` TYP, SEE NDTE 1 7YP. ON SHEET 4 5 SPACES SEE OEMIL 5 81.25" 13.85" L1N 1m %w MAX / OA ( I FRAME 1 HEIGHT . 36" 41.50" 1YP. 151` MAX. OA FRAME WIDTH SEE OETAR. 3 II ON TTNS SHEET Y 6` TYP, 6" TYP. �" 'P. 9" TYP. 3" TYP. 3" TYP. ' TYP. 7 5. 3" TYP, 8.50" TYP. ' II r r r ri 2 m rrr 'r 1 r r TL � TYP. g 2 TYP. TYP. SEE NOTE 4 y ON VaT 4 II _f 1 TYP. Z f f _ TYp f f II ► � 7` TYP. -• i 3 MP. 6" TYP. i2.125" 12.25 7" TYP- 3" TYP. ivo II I SEE DETAIL 4 ON 7FT75' SNF�T DOUPLE DOOR W/ SIDEI ANCHOR LOCATIONS VIEWED FROM INTERIOR . 6 / 4 . 4 14 ! \ 6 } } O IL 3 DErAiL HINGE ASTRAGAL STRIKE PLATE AT HEADER ASTRAGAL STRIKE PLATE AT SILL 7.375' 610.0� px�iirano Oam O+� � DadeProdhttCaaR01 Alvisian via w DETAIL 2 Tms &UT NOTE 7 SHEET 4 $TES ARIKGAL ArWed t�U er S. Si A � one �aM P. L N..&41�?3 W."mnc: PfC, us PrC. L1G s-2129 ..n strw6 am. as Phmr 321-690-1789 MIMT dnoft ti.a.oL2me fine 421-M-1789 _L'O°• 6' TYP. 5 SPACES 87,25' ® 13.85' MAX. FRAME a. 6' SHE 00 Sm T .015' MIN. C-SINK. l I� � ` 2 } SEE 7d0IE 10 \ J ON SHEET 4 DETAIL 6 COUNTERSINK FOR INSTALLATION ANCHORS �114' MAX, O.A. FRAME WIDTH II II a� II II SINGLE DOOR W/ S+nFr rrcc ANCHOR LOCA7ONS VIEWED FROM INTERIOR F37,511' MAY, O.A. FRAME WIDTH 10.50' 3' TYP. TYP, 6�' TYp. 1 I ! 1 6 38.3 iEE DETAIL I SPACES ON SHEET 6 a 11.54' _ ` 68.375. i Y + 41.50'38' S 3' 10.50' NP.. ON SHEET SINGLE DOOR W/ NO SIDE+ MES ANCHOR LOCATIONS VIEWED FROM INTERIOR PRODUCy REVISED .s complying with dw Florid. Duildi.g Code lD.D Ace.ptaseea Na Exp'v ioy.Daw Miami S Plodati CoaCat Dh&iva Q $ y, bi tR L 75 F y propadd ,�,. sm m- Nrs 7 Mr. /'w/�� . � 477:s DRAW w No: sunss plNmx 4VI �1788 s-2t29 a xa tl.a For, J21-690-1789 ma, 7 of S El 125' MiN. 7N RIOR GLASS THK. .50" GLASS WE 0 40 SEE NOTE 2 ON SHEET 4 G AZIIIG DETAIL ODL LITE—FRAME 1 f 8" TEMPERED S. G. GLASS SPARTECN POLYCOM PP5530 C13 .79' STEEL PRODUCTREVIS5D 49 2B 29 50 as ch pipu:g with rha Florida Bulding Code r AaepmcxaI�o lO.O� . F�Irerion Dale D O/L'e •�i3i. •r`r:r °• L Btu B Mi ision ado Prodw Coahol 1/2" MfN. GLASS 7HK. i25' TEMP. GLASS .25' AAA SPACE id i'• `_' 2s' srEQ • i F::ii`•i 7F1t1P. GLASS +� '� p;:;> fN1E7iCEpT SPACER YI � 29 9 40 EE NOTE 6 ON SHEET 4 GLAZING DETAIL TRINI7Y LITE FRAME 112" INSULATED TEMPERED GLASS wM ' LUPOY EU-5007 "! s�� y 1' MIN. VLAaa im. 125' TEMPlE. CLASS .7Y AM SPACE 125' TEMP. GLASS Nam �L,•.SD- GLASS 8rtE SEE NOTE 6 ON SHEET 4 GLAZING DETAIL 3 TRINITY LIEF FRAME I" INSULATED TEMPERED GLASS LUPOY EU-5007 �.Prepmvd -I a 8K cw- ArW• a•. �. N,5 Om W. ii W. S S arua DWANa roe uc 5-2129 J20M PhoaC .21-690-Inn r as ana Fax: 30-690-17a9 artEr 9 or '- 1.67" T 1.21" _L Oam sor RAN fJ M 24GA (0.0217 SIM O 2.040" O O O) 0.097'+- 4.00" HALER STEEL BUTT H1N1 F x 0.097' THIL STEEL 1,67" •-� Hr - sm c x 13 MUTE PANE MLESTOP • . r 1 ANGER JOINTED PONDER0,91 PINE WOOD 4.04," 3 7' T GLOW PRQQ= OUTMNG BUMPFACE MES Oj D .050' EXTRUDED ALUMINUN BY PEMKO �1.67'� 1.00 ODOOR LATCH SiT[E`r LA _ 1.D42` 3f �.TaP RAIL LVL THIS THRESHOLD DOES NOT MEET THE WATER REQUIREMENTS FOR 'HIGH VELOCITY HURRICANE ZONES' SEE DESIGN PRESSURE CHART ON SHEET f 1.25• 12 ^T SOME PANEL BOTTOM RAIL wow --I--0.513, 1.544" 2.521' 49 1/z' Lc. 1RINGr IIF FRS POLYPROP. 1.25' 0.875' 0.50° 0 58' O 2 50" 2.14" 1.00" ❑ r LE T 1 � •— ° 0.831• -d 1.375" T ASTRAfel STIME PLATE 46 ) O UQQR USTCN OEAD 54 DOOR LATCH SrarE PLATE CORNER L1LMRnrx OIWPM4 Q 125' SM r OL.T STRLKE Pf STLF1. O s1gL.,&) M R m SfEET MDF x 3.O' LGNG 12.00' DIA VARIES HARDWARES USEEDD /I•%/ ZDj 4.00• o WOOD LOCK BIM IS RNGFR JOM FONUEROlSA PINE 45625' •�� T I� 1.25'/���� 0.75" 0.50' 2 3 FRAME MO. J YB & SILL 4 16 ANGER JORAED PONDEROSA PINE 1.544' �f -- 2.521521" Sr POLWROR 2.375" 0.075" THV- WALL 3.1875" T ASTRAGAL TEAS m I 0.3125, OR x 9' 1.047' .75` LONG BCLM . 1 ON %.... j/ TOP, 1 ON BOTTOM 0.912'�------+ 41 e/ er nxorir I 2- 6063-T6 ALIIMiNUM 5.25` T8 MGH DAM O4?SMG BUMP FACE THRESHOLD PRODUCr RTMSED a: —Plpiag %fLb We Florida Building Code Aaryaaneo No 07 (i 10.09 LxPva[ion `ale oYL Madc Yrodaa Coaalpl Divlstm .53 . 0.39 :I 9.SD" 0.525- SO SCHLEGEL Q-LION QDS 650 NULLIDW CAP 23 PINE (81.25- LONG) osa• EXTRUDED ALUMINUM BY IMPERIAL THIS THRESHOLD MEETS THE WATER REQUIREMENTS FOR 11IGH VELOCITY HURRICANE ZONES' SEE DESIGN PRESSURE CHART pmpmTd or APwjffdLw Mom 32LLC 1 640-1788 on I 5-2129 I F--I-LE. COPY MIAM1-DADS MIAMI-DARE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130.1563 PRODUCT CONTROL DIVISION(305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.m1am1dade.Eov/hufld1 code Jeld-Wen, Inc. (OR) 3737 Lakeport Blvd. Klamath Fails, OR 97601 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 (AHI). This NOA shalt not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AIU (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material. fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Jeld-Wen(R) Steel" 6'8" S/ E Outswing Opaque Steel Door - L.M.I. With or Without Sidelites - N.I. LIMITATION: Sidelites Require Miami -Dade Approved Impact Resistant Shatters APPROVAL DOCUMENT: Drawing No. S-2102-01, titled "Series Outswing Steel Edge Opaque Impact Steel Door Up To 9'0" x 6 8" With & Without Nan -Impact Sidelites", sheets l :through 7 of 7, dated 12/26/2001 with revision D, dated 10/02/2007, prepared by PTC, LLC., dated 10/12/2007, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: None (Sidelites); Large and Small Missile Impact Resistant (Doors) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at .the request of the Building Official. This NOA revises and renews NOA 0 02-0107.02 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07 (i618.10 0. Expiration Date: July 03, 2012 Approval Date: November 08, 2007 Page 1 Jeld-Wen, Inc. (0 NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S-2102-01, titled "Series Outswing Steel Edge Opaque Impact Steel Door Up To 9'0" x 6'8" With & Without Non -Impact Sidelites", sheets 1 through 7 of 7, dated 12/26/01, with revision D dated 10/02/07, prepared by PTC, LLC., signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202-94 2) Uniform Static Air Pressure Test, PA 202-94 3) Water Resistance Test, PA 202-94 4) Forced Entry Test, PA- 202-94 5) Large Missile Impact Test, PA 201-94 6) Cyclic Wind Pressure, PA 203-94 along with marked -up drawings and installation diagram of an Outswing steel edge steel door, prepared by Certified'Testirig Laboratories, Test Report No. CTLA 694W, dated 04/20/2001, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02-0107 02) 2. Test reports on 1) Tensile Test per ASTM E84.97a and ASTM D1929-91 along with marked -up drawings and installation diagram prepared by Intertek Testing Services, Inc., Test Report No. J99006660-001, dated 04/2/1999, tested. (Submitted under NOA# 02.0107.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by PTC, LLC, dated 05/24/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E1300-98/ 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 4. Notice of Acceptance No. 07-0801.05 issued to ODL, Inc. for "ODL "IIP Polypropylene High Performance Door Lite Material -Component Approval" dated 09/27/2007, expiring on 01/17/2011. F. STATEMENTS 1. Statement letter of conformance, dated May 23, 2006, signed and sealed by Eric S. Nielsen, P.E. G. OTHER - 1. Notice of Acceptance No. 02-0107.02, issued to Jeld-Wen, Inc. (OR), for their "Series Outswing Steel Edge Opaque Impact Steel Door Up To 9'0" x 6'8"'With & Without Non -Impact Sidelites", approved on 07/03/02 and ex icing on 07103 07 2 Manuel Pep"-U. Product Control EkLmjher NOA No. 07-0618.10 Expiration Date: July 03, 2012 Approval Date: November 08, 2007 E-1 JELD-IVEN® Steel GFIfERAIlVOfES r, THIS PRODUCT JS DESIGNED N COMPLY WITH THE 2004 AND FLORIDA GH BUILDING VELOCI Y HURRICANE ZONE (HVHZ) REQUIREMENT). 2. 2X WOOD BUCKS BY OTHERS, MUST BE PROPERLY ANCHOREC TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATING. S. THIS PRODUCT ME1Zi THE WATER REQUIREMENTS FOR hMIZ' ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. SIDEUTES REQUIRE MfAMI-LADE APPROVED IMPACT RESISTANT SHUTTERS. 7. 51DELIM ARE AN OPTION AND CAN BE USED IN A SINGLE. OR DOUBLE DOOR CONFIGURATION. S. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED ` IN DESIGN OF ANCHORS INTO WOOD ONLY. RESMEMALINSUTATEDGMELDOOR Cammoaloe96smewr %ra COMPOMFNrCONS1Rt10'RON6: Paco sheets: 24 go. (0.020') minimum thickness,. Calvanized Steel A-525 commercial quality - AKDO per ASTM'620 with average minimum yield strength Fy(ave.) = 24,6DO psi. Core design Expanded polystyrene with 1.0 to 1.25 lbs./CF density, 'by JELD-WEN, INC. Door Panel ConstruQUn The active and inactive door panels are constructed from 24GA, (0.020" min.) galvanized steel. The face sheet bottoms are bent 90' over the 24 ga. (0.021" min. rolfformed bottom rail measuring 1.67" wide x 1.21' high. The face sheet tops and sides cre'bent 90' over the 22 ga. (0.029" min. rolfformed top roil and side stiles which measure 1,73' wide X 1.219' high. The side stile tabs are bent 90' over the bottom mil, and secured with a .25" x .50" x 16 go. rivet at each comer. The Interior cavity is filled with polystyrene, and the face sheets ore glued to it. Sidelfte Sash Consf=tion The sash are constructed from 240A. (0,020' min.) galvanized steel. The four edges of the face sheets are bent 90' over the polystyrene core and glued to It. The panels are routed to receive the ODL Lite Frames, and glazed with 1/8' tempered gloss. Frame Construction! The frames are constructed from Ponderosa Pine Jambs measuring 1.25' wide x 4.563" deep, The door and sfdelite head jambs are mortised and butt joined to the side Jambs. The door frames use a bump face threshold measuring 4.041' wide x 1.0' high. The sfdelite frames use a pine head jamb as their threshold. All attachments are mode with (3) 16GA., 2' x 7/16' crown wire staples at each corner. TABLE OFC0.VTE US ' SHT DESCRIPTION I GENERAL NOTES AND ELEVATIONS 2 WRTLCAL CROSS SECTIONS AND BILL OF WTERIALS 3 HORIZONrAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS AND NOTES 5 ANCHORING lOCAT10NS AND DETAILS 6 ANCHORING 7 1 UNIT COMPONEENTSNTS NS AND GLAZING DETAIL 74.50' MAX. OA MAX WR)TN 70.25' MAX. O.A. FRAME WIDTH 0.}3' 0.75' MULL IS50' MAX. OA PRODucr RENEWED 35.6J' AfAX LIAR (�•) SIDEUTE FRAME WIDTH e9 s� ptY ag wi,h the Ftorlda 0.88' pANQ WIDTH 36' LN1L 0.88' 36' MAX. 14' MAK SIDEUfE Building Code J Acaptancc Noe -06/B. �0 W/ ASTRAPrIrIL PANEL WIDTH (TYP.) I� PANEL WfDTR PANEL W83TH li�ruuim Dam lly M e Produw Con ® ® ® ® aM80. ® ® IN 80'M. DOOR AND MAX. DOOR Man PAN! W7D7H PANEL HEIGHT f1EfGFIT 63.}3' " 6 t3 MAX. x cc r�i1 to 81.25' • 8}.25' • G D.L.O. +i WLY. D.A. MAX. OA HEGHT FlW FRAME Y `R HEIGHT HOW EE NOTE 6 � �j g tL DN THIS SHEET U Z 0.63' 0.75' b w . A �w SEE NOTE 6 DOUBLE DUTY*= IMPACT UNIT (r) ON THIS SHEET ><� 15. QHGEE Ot1TSWfNG IMPACT W/ NON-WRACF SIDELITES (OXO) Qom Un K ED FROM EXTERIOR o � 107' LIA1L OA FRAME MIN boo r 37.75' M. us, MULL 15.5D' MAX. O.A. O-z m fRAME WID0.88"14X 36.63' MAX D. fj, ') SfDL1TfE FRAME WlORt $ xP L. CM.) J6' MAIL O.BB'- - PANEL WIDTH 36' MAX. 14' MAX. SIDEUTE to C z w Q (TYP.) PANEL WIDTH (TIP.) II W/� � PAHQ WIDTH PANQ WIDTH ce o Il �' z o 8O El ® yqX ® ® ® ® IB MAX DOOR AND WK m DOOR SIDQRE D.LO. ca'aE" xti+i PANQ P/WQ W1DAl kDGHr HEIGHT 6 6Ma. 81.25' ® MAX, MAX OA • 81.25' • HaGH FRAME MAX OA HOCK E o z NOTE 6 E' MW ON T!$S SflEEf o m a 0.63' / SEE NOTE I o 0 0 SINGLE OUISINNG IMPACT UNfr (XI ON THIS SHEET gNqmor,l VIEM FROM FXIERlOR W/ aw4yPACT mum (9XX01 WERD FROM JO nAM 12-26-01 TA13LE 1: sale . N.T.S. DiSEN PRISSU E RATING w/ 8t1YP FACE ' tafii f AVPCMd By, on. or: WLN 1FNERE WATER 64F7 MRM REM1111EW IS NEEDED PEW(D IHRFSI(Otp cNx BY RW Eric S Nidam SAtOLE W/W0 SAk7REi (X, 07( XD, OXD) +67 Prf -67 Psf FlWda P. E M. 41323 DFUYnNo Noy DOUBLE w sIDww f10L OXY 1DtG OXXO) +6D psf -60 Pdf :sss c�.�i C �lu � MC, LLC S-2102-01 RocWdpa, Rorke 32955 Phone: 321-690-1788 Tax r enmy d w n.tr e.. M. rseu Fax: 321-690-1789 1w= I of 7 CONCRETE / 1. 75CONCRETE / 1.75" MASONRY BY MINMASNY OTHERS 75' MIN 007HERS MIN 75" 1.5By 0 EOGE GIST. 1.50' EDGE MAX'MIN. ; MrN EMBEO. • : { y ;r ' • .� 19�EM8E0. SHIM SHIM SEE DETAIL 6� ON SHEET 5 SEE DETAIL 6- ON SHEET 5 SEE NOTE 6 2y ON SHEET 4 1.75' MIN. PANEL THK. i.;s'.'• 80.0. PANE[. 0.125" MIN. HEIGHT GLASS THK. &EE NOTE 3 4 ON SHEET 4 1.75" MIN. PANEL THK. i SEE NOTE 2 ON SHEEP 4 81.25" 81.25' MAX. �-<� MAX. OVERALL. EEffiQB OVERALL INTERIORWoo FRAME HEIGHT �,; ;': „:, FRAME SEE NOTE 6 HEIGHT ON SHEEP 1 SEE GLAZING 3 DErA1L ON .: SHEET 6 40 SEE NOTE 2 ON SHEET 4 39 SEE NOTE 6 23 ON SHEET 4 ';: SEE DETAIL 6 i 'r 32 ON SHEET, 5 SEE NOTE 9,(4 ON SHEET 4 *1; ; SEE NOTE 9 ON SHEET 4 ��;� 4 SEE NOTE 3 ON SHEET 4 12 0.75" t ;•:.: ..:,:� :..: ' . ..:,:� CONCRETE / 1.25' 75 2.50' MIN, CONCRETE / 1,2g• MINI MASONRY BY MIN. MlN. EDGE'OtS7, MASONRY BY OTHERS MIN, .75' MIN. .50' EDGE DIST. OTHERS CUB. EMBED. VERTICAL CROSS SECTION (� VERTICAL CROSS SECTION W PEMKO BUMP THRESHOLD NON-IMPAC7 SIOELITE SASH I DOOR STEEL FACE SHEET 24GA 0.010 MIN- STEEL 2 FRAME HEAD ANGER JOINTED PONDEROSA PINE WOOD 3 FRAME HINGE JAMB FINGER JOINTED PONDEROSA PINE WOOD 4 SIDELITE FRAME HEAD, SILL, AND JAMBS ANGER JOINTED PONDEROSA PIN WOOD 5 BUTT HINGE 12 o. STEEL ' 6 19 X I" PFH WOOD SCREW I GE TO DOOR STEEL 7 LATCH STILE REINFORCEMENT 44.5 LONG MOF 8 LATCH STILE REINFORCEMENT 32.13 LONG MOF 9 OUTSWING BUMP FACE THRESHOLD SY PEMKO ALUMINUM 10 COMPRESSM WEATHERSTRIP FOAM f 1 DOOR TOP R41L STEEL 12 DOOR BOTTOM RAIL STEEL 13 SIDE STILE STEEL 14 IF 10 x 1 3 4 PFH WOOD SCREW STEEL 15 LOCK BLOCK ANGER JOINTED PONDEROSA PINE WOOD 16 . HINGE STILE REINFORCEMENT 12.4 LONG MOF 17 EXPANDED POLYSTYRENE 1.0 to 1,25 lb. of D or JELD-WEN FOAM 18 NOT USED - 19 2x WOOD SUB BUCK 8Y OTHERS WOOD 20 I 4 MAX. SHIM MATERIAL HIGH DENSITY PLASTIC OR GREATER - 21 KWIKSET 400 SERIES KN09 STEEL 22 KWIKSEr TITAN 700 SERIES DEADBOLT NOT SHOWN STEEL 2J f0 1NSTALLATTO 'WOOD SCREW W f 12 MIN, EMBEDMENT STEEL 24 B x 2 PFH WOOD SCREW STEEL 25 8 x 2 1 2 PFH WOOD SCREW STEEL 26 NOT USED ' 27 ASTRAGAL STRIKE PLATE BY IMPERIAL EL 28 ALUMINUMEXTRUDED AStRAGN BY IMPERIAL ALUMINUM 29 SILICONE CAULK CR LAWRENCE JJ C SILICONE 30 GLAZING COMPOUND COSD BY ODL SILICONE 31 MULLION CAP WOOD 32 3 8 QUARTER ROUND SIDELTTE STOP WOOD 33 DOOR LATCH STRIKE PLATE STEEL 34 .SCHLAGE KNOB SET F5] STEEL 35 SCHLAGE DDBOL7 8360 NOT SHOWN EA STEEL 36 GLAZING COMPOUND OOW 1199 SLICONE 37 1 8 TEMPERED CLASS BY PPG GLASS 38 ODL LITE FRAME 1 B SG SPARTECH POLYCOM PP55530 C13 POLYPROP. 39 SIOELITE STEEL FACE SHEET 24GA 0.020 May. STEEL STEEL 40 8 x 1 T 2 PLASCREW OL7< LJTE FRAME STEEL 41 PRESSURE TRFATED MULLION BAR 3 4 x 4 9 16 x 97 12 WOOD 42 YAL E KNOB HERITAGE SERIES STEEL 43 YALE DFADBOLT HERITAGE SERIES NOT SHOWN STEEL 44 PIO x 1 PAN HEAD SHEET METAL SCREW STEEL 45 DOOR LATCH DEAD BOLT STRIKE PLATE STEEL 46 10 x 1 PFH WOOD SCREW STEEL 47 BRAD TRIM NAIL 16GA. x 3 4 LONG STEEL 48 1 4 ELCO TAPCON ANCHOR W 1 1 4 MIN. EMBEDMENT OR FAUN. STEEL 49 FRAME LATCH IAMB ANGER JOINTED PONDEROSA PINE WOOD PRODUCTRENFW ED as oomplymg,, i1S lbw Florida - 011 f l�Y`p°— `°Q��tr axe sr: WLN 10 t - Fib S. N~ -APmwff u+fc ar RW il"tfaa P. E Nm A13y OWWINC Wu rrc.LLC s—zloz—oz Phone: 321-6969(F1786 refs WWbft 0 AUV ft.. VA aaa For, 321--0'90-1769 SHEET _.L OF 7 ;vm tir 9 a � ver -rorit�o p�pl1�3S 550�! IJ 3A �k UN , J3V� 13 :Pu,c11"C 0 0.75' MAX. 41 49 MULLION SEE NOTE 6 4 SEE DETAIL 6 ON IHIS SHEET Z9 ON SHEET 5 SEE NOTE 2 4O SEE NOTE 5 ON THIS SHlEET� �. ,.il �ON THIS SHEET NMI GLAZING L ON T6 SEE NOTE 3 ON 4 f 31 33 13 T 5 THIS ©f 4 SEE NOTE 3 SEE NOTE 4 ON 24 ON THIS SHEET THIS HORIZONTAL CROSS. SECTION N07F,� NON -IMPACT SIDE ITE TO LATCH JAMB I. SPACING FOR ITEM 144 THE 110 x I' PFH SCREWS ATTACHING THE IMPERML AsrRAGAL TO THE INACINVE DOOR IS AS fOLLOK- FROM THE P XV & RE BOTMW 1.0. 2.5. 4.0. 5.5. 13.0 , 18.0' & 25.0' 2.SPAONG FOR ITEM 140 THE 18 x 1 1/2' PLASCREW 1S AS FiHLOWS J.0' IN FROM EACH COf6NM ONE IN CENTER. MAIM- BOTTOM. HKHRI ONT II Y aDa - P J.O' IN FROM EACH CDRNER FROM TOP DOWN ON THE SIDES.- 10. 13.5 , 24.5' 36.0 , 46.0. 57.5 , 6&5' & 79.0. A SPACING FOR REM 147 THE r6G4 x J/4' BRAD TRIM NAL ATTACJIING•THE MWIER ROUND TO THE SIMM AND THE MULL CAP TO THE MULL BAR VERTICALLY, IS AS FOLLOWS: TOP &BOTTOM HKIRIIONT=' 125' IN FROM EACH CORNER WITH (7) NAIL MID -SPAN. irdlLT; 125' FROM EACH END do SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEM ATTACHING THE DOOR AND DEAD BOLT STRIKE PLATES TO THE JAMB AND DUCK USE ITEM 125, A IS x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE DOOR AND DEAD BOLT STRIKE PLATES TO THE JAMB AND SIDEUM JAMB AT THE MULUGH USE In 124, A 18 x 2' PFH WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2' PFH WDOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION. IS AS FOLLOWS: RO' FROM EACH VERRGL CORNETT WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDEITE IS SECURED INTO THE SIDFIJTE FRAME WITH ITEM 129 SILICONE CAULK ON THREE FACES AND 3/8' QUARTER ROUNDS SECURED WffH ITEM 147 BRAD MAI NABS x J14' LONG. 7. WHEN ATTACHING THE HINGE TO THE JAMS AND BUCK USE ITEM 146, A 110 x 2- PFH SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELRf JAMB AT THE MULLION USE REM 114, A 110 x 1 3/4' PFHI WOOD SCREW. & USE ITEM 123 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD AND JAMBS USE -In 148 WHEN INSTALLING INTO CONCRETE / MASONRY SUBSMIE AT SILL 9: ALTERNATE CDNCRETE/MASONRY INSTALLATION ANCHORS OF EQUN. PERFORMANCE CHWTACTERSTICS CAN BE USED UPON APPROVAL OF THE ARCH17ECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. CONCRETE / MASONRY BY OTHERS 1.50' MIN. ;MBFD. 0.25' MAX. SHIM SEE DETAIL 6 I I ON SHEET 5 32 �%ON NOTE i THS SHEET SEE M07E 3 SEE NOTE 7 ON THIS SHELF 4 14 ON THIS SHEET tjORIZONTAL CROSS SECTION NON-IOdPACT SIOEME TO HI GE JAMB /SEE NOTE 6 29ON THIS SHEET 40 SEE' NOTE ON MIS SHED 39 SEE GLAZING DETAIL 3 ON SWEET 6 0.125' MIN. GLAiS THK. ![f!>i8ED8 SEE' NOTE 3 19 00 32 l'JON INS SHEET HORIZONTAL CROSS SECTION ON -IMPACT SIDELITE TO SUCK YROOUCTRENEWM �a oomptyl� wlth the Florida 9uildteg Code _ _ aid I `- J a 'I Pmperred Err M. er WLIN E A L RORdo P. E N. 41M LLC ttl.poeMidp�fler�'lt 32M re Gfr.d w rA.�e•, In MZ ��s Phone: 32 u690-T7M Fac 321-690-1789' cxK an RW DRUI1t10 In- 5-2102-04 SWU 4 OF_Z 74.50' MAX. OA FRAME %1DTH SEE DETAIL 1 6- ON THIS SHEET 1112, pit" 13.85' 2 2 �\F O.C. (T1'P.) ({Yp,) (TYP ) J1' 5.50' SEE OETAR 3 81.25' �ON HITS SHEET r L M OA FRAME L\ � HEIONT 31' �) f 10. F2' 7') SEE DETAIL 5 THIS SHEET WFaW DOUBLE IMPACT DOOR_ (X)0 MO FROM XJTENKM voll DETAIL 1 - AT HEAD M8 DmL AS1RAGAL STRIKE PASTE HINGES TO JAMB B DOOR [--- -- 70.25' MAX OA FRAME WIDTH PRODUCT RENEWED I I QS--mpiyms.dmThe r-i�.iam ix Building code - 18 Aeappo—No O -O6 ,o 0.75' MULL (TYP.) Dau ° I DETAIL 2' 8'•) Mia ■de lhodan con TWS SHEET 3' (n?.) 3• rm.) j— )D v n 6' (W-) e' (rrn.) L t[ I. t I I F F c 1 1 zJe• IJ.L15' MAX. • 13.85' MAN, 2 r >t r�' V m � '• (TYP.} ) i SEE DEW 2 $ ON THI5 SHEET DETAA, 4 _g 31' 3 ON Tests � MAX OA 15.50' 81.25' FR/WE — — SEE NRTF 5 -- HETGHT ON SHEET 4 31' o ffi Q-� S. — _ g;l C P j} SEE NOTE 8 n 2 2 ON SHEET 4 a,; � M17R R F IMPACT VAR Wn N0H-IMPACT SIDE m fOXO) VIEWED FROM RTTERfOTI '^^�` g+ I y 0.15' MIN. COUNTER w P 7 4 45 1\ o m ^I^g 4 1 24DETA 5.50' I 1 5.50' 1 1 SE , CO11NTVMN STALLADON o SHEET 4 ANCHORS 4 U m C 1 1 1 ! I�p p 42 3 ` i 3 b i SUNS N.T:S' — [o1L� 1� r'Niw OK irp: d.1. �: Rw RW STRIKE PLATES TO ASTRAGAL DETAIL � STRIKE PLATES TO JAMB DETAIL 5 - ATIHRESHDLO ASTRAGAL STRIKE PLATE cdo s N.rn F1adAa P. E N. 41323 DOM= No.: ��°= &" m PTC 11C aadaadca Wawa 3TW Phew. J2! 69�17de S-2102-05 _ s1ElT 5 aF 7 ' rorc oaaar d wMmraun Nt. xsu3a Fac J21-590-17" 107- AIAX. OA FRAME IWOTH SEE DETAIL I ON SHEET s tY 0.75 AM s' 1185, 1.185" Aw. 94X D.C. O-C; (IYp.) 81.25' MAX. OA FR4AIE Koff L J. OMF V2 .) MP-L SEE NOTE 5 SEE DETAIL 3 ON S"EE1 4 OR48 ) I (M-) 12.12' MR) (TYP) 7- EXTERIQ 1.75' PANE. n1i -J. (M.) 37.751 AM OA FPAVE WXYTH SEE MAIL 2 ON SHEET 5 6' r"p) 11.54' MAX O.Q (TYR) (TYP-) - SEE DETAIL 4 ON SHEET 5 - 81.25' 1 am. MAX OA FRAME HEtc4ff 0.125 AIR GLASS JHK SE NOX 2 SHEET 4 =NG QM-1/8' TEMPERED GLASS (PER CURRENT MM 07-0214.08) I--- - - - On= SINGLE M D" Q0 VIM FROM INTERIOR v (O(IITW�— Dk S. wor FIM19b P. E NO. 41323 Pre, LLC P. Me.41 328M FMI Or �"'. ' MCMnf m RENEWED 9-fth Ile Florida SEE DETAIL 2 ON SHEET 5 cs !Q- Prq-edIry APow,ffff6 Pro, TLC Phom., 321-690--170 Fmr, 321-80-1789 Fm—m7ur W114 'x Or. RW bRAvtw NOZ S-2102-06 SHEET A_ OF -7 4.56' 1.73• 1.50 1.25' +� r / a.sz• O �// //./ a�s• 1.219'a—T rs9' Mao f L I DASTRr9 LoKxG INGS'3r2- zso• O 2.19- -4 F^ 0 25 1 ON TOP. r ON 80Tr0Y O ' — 1.75• 2 3 O.M. l.75' 2.82• UM RJJL & SUE ME 4 !$ FINGER JORFIFD POFIDEROSA PRE it fJ 22GA (0.02299� BOLL FORMED SiFfi �j 27 � 38 DOL WE FRAME Ia' SC �t uo2' O (IMPERrAL arts• STEEL) O HP POLYPROPELENE 28 60fiT6 AI.'t1AfMIWJi . 2.225• T.73' 0.477• f- 0.25'� • 0.53' I I 0.4. r-8' 0.3e• .� Gam" Fes-- 4.04i • ----i U I�. J U� ! O O Of2 2 DOOB_BOTTOM RAN 3, NE 0.097-- — h� 4' 0.53' -y O'f 4 ! 0.051 • WAIL ALUMINUM O 4CA (0211 ROLL. FURUEO sm l.71• . %�%4' DA YARlES M HWWARE USED aWOOO LOCK BLOCK 15 1.71' TNK x 11.88' LG. OHAGER STEEL BUTT FLANGE f0 4 x 4' x..097' INK. STEP. SCHLEGEL 0-LON 00 659 0.48" 0.58' T--- �--- � o 1a4• afir 1.2l3' I 21f4' f.01 � L oWKGF .L�. O rib• 16 REIMFORCELlEM (MDFI 33 DQOR LATCH STRWE PLATE 45 DODR LATCH DEAD BOLT SMOT PLATE gI T s R' x 41323 swu CIS 32M * — is Z= Prepamd Bf- p A"w m ac Phone: J21-59D-1788 Fmc 321-680-1789 Cwa BY, WLN eft of. RW OFUMIC wo_ S-2102-07 SHW _.L CF 7 y -# s„vY<,SFiLE COPYVVq Validated By Referenced StafWArd and Year (of Standard) gm da TAS 2201, 202, 203 T'AS 201, 207, 203 Nolvatenm of Product StaAdards ccrtlfied ey $g lons from the Cnog 1:CSMI.h 162.6 Product Approval Kethoo Method 1 Option A Dab® Submitted D313112005 Crate Validated "2712005 Datu Pending MC Approvsl 04/2712005 Date Approved OS XYZ00 r Wd r:...:.:0. 4262.1 0,063" Alurninurn -5-WrM Panel 10.063" Aluminum Storm Panal Llmd s of Use {S&& oohed Cerdficatlan Agency Certificate. Approved for use In HVK7- ' Quality Assurartee Contract l xpsFwtlon Date Appsrov04 for use outside HVHZ: a lmpacit Resimnit.. '- Installation Instructions Design pressures +/-, P-TMD,, a2sZ._t_y = 3 oi; it Ot€ er, - This pradua has been designed for use within the Verified Sy-. Migh Vorp.city Hurricarne Zone (HVH2) as d urge rnissi€e lmpal!.4 1 Created by 1hdeporidentThird Party: re5is[arnt fprYs porter, - ¢ Sign prdssures for vpq w1kh this eir:9#UI3LYt21ti Reports Rroduct Shpli be circulated lased on AS £ 7-98 roGukrements. Ore;�ted by indepersd� Third Party AM M1 2001 4 r Florida quilding Code Online 1/22/10 9:32 AM „ ' t�� �tu � •.�f�� 'Fti )�4� ii�i V 1 i Iy '.. t9����q X� M � �{� — itit�.2Aiia,qu BCiS Home Log in User Registration } Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff 4 BCTS Site Map Links i Search Product Approval USER: Public User Product Auoroval Menu > Product or AooJicetion Search > Application List > Application Detail FL # FL11936 Application Type New Code Version 2007 Application Status Approved Comments Archiveda Product Manufacturer Southeastern Metals Mfg. Co. Address/Phone/Email 11801 Industry Drive Jacksonville, FL 32218 (904) 696-4682 jhkelsey@semetals.com Authorized Signature Jeremy Kelsey jhkelsey@semetals.com Technical Representative Jeremy Kelsey Address/Phone/Email 11601 Industry Dr. Jacksonville, FL 32218 (904) 757-4200 Ext 4682 jhkelsey@semetals.com Quality Assurance Representative Gerry Shotsberger Address/Phone/Small 11801 Industry drive Jacksonville, FL 33218 (904) 696-4204 gpshotsberger@semetals.com Category Shutters Subcategory Storm Panels Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Locke Bowden IV Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODVWjUDYmUm59xY2bhmWEKK8KohQigjvyrXTg%3d%3d Page 1 of 2 Florida Building Codde Online 1/22/10 9:32 AM Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products r � 12/29/2008 12/31/2008 01/08/2009 02/03/2009 FL # Model, Number or Name Description 11936.1 Aluminum Storm Panel Hurricane Storm Panel - Aluminum Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL11936 RO C CAC 06101205 Aluminum Storm Panei.odf Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/15/2011 Design Pressure: +80/-80 Other: Installation Instructions FL11936 RO II 06101205 Aluminum Storm Panel.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next. DCA Administratlon Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 467-1824, Fax (850) 414-8436 C 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: YIItiSrgT .�. - 86Giirbd YF6iFYi http://www.fiorldabuliding.org/pr/pr-app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODVWIUDYmUM59x%2bhmWEKH8KohQigjvyrxTg%3d%3d Page 2 of 2 MIAMI•QADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville, FL 32218 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE t603 MIAML FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 www.miamidade.gov 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 AH3 (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: 0.063" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 01-215T, titled" 0.063" Aluminum Storm Panels", sheets 1 through 3 of 3, prepared by Engeo. Inc., dated June 19, 2001, last revision #D dated March 28, 2007, signed and sealed by Barry J. Gaines, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit 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 pei%rmance 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 # 01-0719.15 and consists of this page 1, evidence submitted page E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No 06-1012.05 { Expiration Date: 11/15/ 2011 Approval Date: 04/19/2007 Page 1 Southeastern Metals Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01-0718.15 A. DRAWINGS 1. Drawing No. 01-215, prepared by Engco, Inc., last revision #I dated August 24, 2001, sheets I through 3 of 3, signed and sealed by Pedro De Figueiredo, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform' Static Air Pressure Test o, f. 063" aluminum storm panels, prepared by Construction Testing Corporation, Report No. 01-016, dated July 04, 2001, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS 1. Anchor analysis dated 0711112001 Pages I through 13, prepared by Engco, Inc., signed and sealed by Pedro De Figuelredo, P.E. D. MATERIAL CERTIFICATIONS 1. Mill certified inspection report issued by Vulcan Aluminum dated 0511612001, with chemical composition and mechanical properties for aluminum alloy 5052-H32. 2. Certified Tensile Test Report Number CTL-0887G, prepared by Certified Testing Laboratories, dated 0711012001 for aluminum, tested per ASTME8-93, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-215T, titled" 0. 063"Aluminum Storm Panels ",sheets 1 through 3 of 3, prepared by Engco. Inc., dated June 19, 2001, last revision #D dated March 28, 2007, signed and sealed by Barry J. Gaines, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Revised anchor calculations, dated February 15, 2007, 22 pages, prepared by Barry J. Gaines, P.E., signed and sealed by Barry J. Gaines, P.E. on February 15, 2007. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance [ice. E. MATERIAL CERTIFICATIONS 1. None. t � W. / 4--4, �0� � my A. Makar, P.E., M.S. Product Control Examiner NOA No 06-1012.05 Expiration Date: 11/15/2011 Approval Date: 04/19/2007 E-1 1- TYPICAL .063 ALUMINUM PANEL 50.524M ALLOY (Ftu= 31 Ksl 6 Rr'23 Ksi) 3004-H34 ALLOY (Flute 32 K518 Fq-25 101) DESIGN PRESSURES: Pd= +80 —80 PSF 'ROM ENDS MID SPAN 4ED IE STUD ANGLE LAY -OUT A 16' HOLES 1"FROM ENDS z a a 116" HOLE AT MID SPAN m W SB"HOLES BASIC MODULE 1.—f1 TYPICAL I TYPICAL I TYPICAL —It 13- 00 13" OC 13' 00 6-1 it 6-12- -1 2- STUD ANGLE I TY.. P. .... 1101E L aEND 6083—T6 ALLOY (Flu- 30 Kai & Fty=25 Ku) = 7/IB O THRU HOLE CLINCH STUD 114X1/Y SS CLINCH STUD SPACED AT 1 W OC T- TYPICAL ELEVATION PANELS CAN BE INSTALLED VERTICALLY OR HORIZONTALLY USING APPLICABLE ANCHORING DETAILS A STEEL •-20)(1' B SPRING DETAIL C SIDEWALK NUT Ba.T ,y / Qo D i I>. WASH£�ED WING-TT1 D \ W m TYPICAL DETAIL: Reinforced panels with s01eh b011 and Spring nut at mid -span secure at each fap joint wLTh washered ILL wing nut. 86" MAXIMUM PANEL SIZE ocn een eG. �I• CTA\ILIA OIn C17CC FROM ENDS GENERAL NOTES: 1-THIS STRUCTURE IS DESIGNED AS PERTHE FLORIDA BUILDING CODE 2004 EDITION FOR MIAM- DADS COUNTY, ALSO FOR WIND LOADS AS PER ASCE 7-02 USING CORRESPONDING LOADS. 2-13ESI W4 CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE'ALUMINUM CONSTRUOTION MANUAL'2005 EDRION. S. ALL SMUTICNS SHALL BE ALLOYS AS SHOWN ON DETAILS. 4- ANCHORS SHALL BE AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING. t PRODUCT MARKINGS SHALL BE ONE PER EACH PANEL ENO AND !HALL BE LABELED AS FOLLOWS: SOUTHEASTERN METALS MANUFACTURING JACKSONVILLE - FLORIDA MIAMWADE COUNTY PRODUCT APPROVED Ruid21Lg Cmlle ffivhioa ufaclurer. utheastern Manufacturing Co., Inc. 11801 hwualry D74rx Jacksonville nwida Tel.: (904) 757-4200 Produck 0.063 Aluminum Storm Panels EngCo Inc, CA811e wnw.t­l—e IU PWIA.S. ,R_U .r.0 Iaeq SMIM O.I.I ueM01 M._Nrs 0—�Pn b!. PPnm Revision:'A UPDATE CODE FBC TO 2W4 8 NEW CALCULATIONS ASCE 7-02161FAMF-DADE 02-08Q007 REV'W SPACNO A-30Z REMOV EDGE . DIST OW152007 2EV 'L^ ADD EDG DIST, HDR, SILL SHT 2 ONLY 0=r2M7 REV'D' TO PROVIDE THREE SHT(1,2.3)0ONSISTANCY -- �1/!� / EnglneerSeai BARRY J. GAINES FL PE IBM SEMCO JACKSONVILLE, FL PH (904)698-4551 FX (904) BBS-1207 Drawing Number 01 —215T Sheet 1 of 3 HEADER (DIRECT MOUNT) EXISTING STRUCTURE TYPICALMNEMUM OLASs sFFARAINON 23e' DIRECT SILL W1 STUD ANGLE ;HOR 1 DETAIL A - WALL MOUNT 2 OPTIONAL -STUDDED ANGLE TO WOO), WALL STRUCTURE: WOOD ANCHOR TYFE: 1' WOOD LAG SCREWS ANCHOR EMBEDMENT:1 02' MIN. THRD LGTH OPTTONA3 - REMOVASLE WALL STUDDED ANGLE WSJ STRUCTURE WOOD ANCHOR TYPE: 4-20 BRASS WOOD BUSHING W111420 SS SIDEWALK BOLT ANCHOR EMBEDMENT: 1-18' MIN. OPTIONAS -µALE ANEL CONCRETE STRUCTURE: WOOD, CONCRETE AND HOLLOW BLOCK OD. ANCHOR TYPE 1'*P PANEL MATE W1 WASHEREO WING NUT ANCHOR EMBEDMENT: le" (BlodX), 2 - (Concrete), 1k (Woad). 7Nft(L1R FLOOR DRESSENZ STANCa OPTICNA2 • REMOVABLE WALL STUDDED ANGLE 2 STRUCTURE: HOLLOW BLOCK OR CONCRETE ANCHOR TYPE 1-20 All Pants S03d Set W/ 1R•20 SS SIDEWALK BOLT ANCHOR EMBEDMENT: 7/2' MIN. OPTIONA4-PANELMATEPLUS STRUCTURE: WOOD, CONCRETE AND HOLLOW BLOCK ANCHOR TYPE: I-Z�• PANEL MATE PLUS W/ WASHBRED WINO NUT ANCHOR EMBEDMENT, II -(Wood), 11" (Block), 2'(Lbncrete) OPnONA8-FDXEDSTUODEDANGLEWALL 2 STRUCTURE: BLOCK AND CONCRETE ANCHORTYPE 1/4' CRETE FLEX SCREW ANCHOR EMBEDMENT: 1 114' MIN. (13WQ 1314 tCcnaete) Manufacturer: Southeastern Metals Manufacturing Co., Inc. 11501 Indus" Drive JaeksonY)lls - FTertdo Tel.: (904) 757-4200 e s OPTION B7 -REMOVABLE FLOOR STUDDED ANGLE 2 fONB2 -REMOVABLE FLOOR STUDDED ANGLE Product: STRUCTURE: WOOD n a STRUCTURE. CONCRETE 0.06 3 ANCHOR TYPE-1' 20 ALL POINTS SOLID SET W/ IIX20 55 SIDEWALK BOLT BOLT ANCA ORTYPE Lm BRASS WOOD RUSHING W111+20 SS SIDEWALK Aluminum EMBEDMENT. 7B' MIN, 2 ANCHOR EMBEDMENT: 1-1!6'MM. arL40N 63-FIXED FLOOR STUDDED ANGLE Storm Panels STRUCTURE CONCRETE Engineering Of Record: ANCHORTYPE;}' TAPCONS BY ELCO FRaitaaICT RMSfrD ANCHOR EMBEDMENT: I S4'MiM +y- EngC. Inc. ..I.104CA at% as S4tmply1mg 0E& f'.0w.a am Pa,euen, rL34i1s �:s;itfil)Ys3 E TCL• TasXlxsaaoX o�:oa,sot 6liS¢i}:kiuS' X.9 _ O O PPMF ZxpiS,e$:9D1 DESIGN PRESSURES (PSF) - ANCHORAGE SPACING,EMSEDMENT, EDGE DIST FOR DIRECT MOUNT AT HEADER OR SILL Nt am, 851Ett; 2, u-a ni .+W.-Im+ division PSF -VAND LOAD PRESSURE=±80 PSF FAST. OPTION DESCRIPTION 86- SR- 56' 44" EDGE EAST A-1 114'Laq SS Wood Straws w/ 1-ilr embedment Into wood SG=.55 . BY Mco 13' 13' 13' 13' 3/4' A-2 1/4 Solid -Set 718' embedment Into C90 •HOLLOW Block All Points 13" 13" 13' 13' 2" A-2/8-1 114' SolidSet 718' embedment Into 3000 I Concrete B All Points 13" 13' 13" 13' 2' A -NU il4 -20 X518° B1aas Wood SuSh4 h A% Points w1N4"1¢0 S!w Embed i-118 S.S 12 13 13' 31M1 A-4 1/4' Male Panelmate Plus- 2' embedment Into 3350 Concrete b Elco 13• 13' 13' 13' 2-10 A-4 114' Male Panelmate Plus-1-1/4 embedment into C90- Hallav Blarlx, b Elco 6.5" 13' 13' 13' 3" Apt 114' Ntale PanelmataPtus-1-7/8" embedment Into wood SG=.54 , B Elco 13• 13' 13' 13• 3.4- A-6 1/4• Male Pannjrnale-1-3/4 embedment Into 3000 psi Concrete by Elco' 13' 13' 13" 13" 1-112' A5 1/4" Male Panemate - 1-1/4 embed info 090 - Hollow BlocR 1780psi, by, FJco 60 13" 13' 1 13" 3' A-5 1/4' Male Panelmato - 1-718" embedment Into wood SG=.63 By Elco 13' 13° 13" 13" 314' A-6 114' Crete -Flax w/ 1-1/4' embedment tr4o C90 -Hollow BID by l.tc0 13° 13' 13' 13' 2-1/2' A-6/03 I 11V Tapoon wl 1:3(4° embedment into 300apsi Conc by Elco 131 1 t3' I 1S" j 13' 2-1rC' ASCE 7-02 MIAMbDACE 02-W2007 V'B' SPACING A-3182, RF.MOV EDGE DIST ONIS=7 /-Cr ADD EOG DIST, HDR, SILL SHT2 ONLY 031202W V'D' TO PROVIDE THREE SHT (1, 2, 3) CONSISTANCY LJ L 0�T l+ EngirmrSed BARRY J. GA@NES FL PE 18WO SEMCO JACKSONVILLE. FL PH (904)S9a-0651 FX (E104) 69&4207 Drawing Number 01--215T Sheet 2 of 3 INSTALLATION ON WOOD STUDDED WALL THIS DETAIL CAN BE INSTALLED AT TOP OR BOTTOM OF PANELS -� LIMITED BY Pd<-80 PSF AND 86" MAXIMUM TYPICAL MINIMUM I PANEL SIZE. GLASS SEPARATION 2 31B" ^ EXISTING /STRUCTURE zoo WALL DRESSING PSTING PT /STUD FRAMING OD DETAIL D SPACED ATI5"OR24'OC DESIGN PRESSURE - ANCHORAGE SPACING, EMBEDMENT,EDGE DIST. OR SILL STUD MGM— (2)114' LAG SCREWS W/ 1 ti132' MIN. THRD EMBEDMENT INTO SG:.55 WOOD STUD SPACED AT 24' MAX- OC. DPPI07 At -STUDDED ANGLE T02XVVOOD STRUCTURE: WOOD ANCHOR TYPE: k WOOD LAG SCREWS ANCHOR EMBEDMENT:1 12' MIN. ANCHOR SPACING: IT GC STIDN Al:-STUDDEb AN GLET01lB'ALlB.IIN(1M STRUCTURE: 116' ALUMINUM WALL AN640RTYPE: i--14X* HWHS3 0RILL•FLEX SELF OMLLING SCREWS BY rLCO ANCHOR SPACING: IT OC. PRODUCT PLIEME11) ' • • FOR STUD FRAMING AT 1 Li OC, as co'Mp4y1n0. T1i'Ilt 8.3 Er'l;F,i*w 1X4X11W OR 2X4XV8' E ;'ding code / 6063-TB ALUM. TUBE OR AccW '2X4PTWOOD$ FOR STUD FRAMING AT 24' 00: F J 2X6 PT WOOD $y NPisl)11 IDatiS tS 3CuA1iT3a PSF - WIND LOAD PRESSURE = + SO PSF vjvisiun FAST, OPTION DESCRIPTION es^ 6e^ 56" 44" EDGE DIST A-1 1/4" Lag SS Wood Screws w11-1/2" embedment Into wood (SG=.66),13y E1ca NIA N/A 16.6 6.5 % A-2 114" Solid-Set-718" embedment into COO -Hollow Block b All PDlnts NIA 8.5 16.5 6.5 2 A-2113-1 1/4" Solid -Set 718' embedment Into 3000 psi Concrete By All Points 6.5 5.5 6.5 6.5 2 A- /52 1/4"-20x618' Brass Wood BUShIpg by All Points w/1/4'x20 s/w, , Embed 1-118' 1 N/A NIA 6.5 1 6.6 1 314 A-4 114" Male Penelmate PIUS- 2' embedment into 3350 psi Concrete, by Elco I 6.5 6.6 6.5 16.5 2-1/2 A-4 IM" Male Penelmate Plus-1-1/4 embedment Into C90 - Hollow Block by Elco NIA 6.5 6.5 16.6 3 A-4 114" Male PanelmatePlus- 1-7/8'embedment into SG-.54 B Elco 6.5 6.3 6.5 6.5� 3.4 A-5 _woDd 114" Male Penelmate - I-W4 embedment Into 3000 psi Concrete by Elco 6.6 6.5 6.5 6.5 1-1/2 AS 114" Male Panel male - 1-1/4 embed into C90 - Hallow Block 1780 psi, by Elco N/A 6.5 6.6 6.5 3 A-5 114" Male Panelmate - 1-7/8' embedment into wood SG=.53 , By Etc* 8.5 6.5 6.5 6.5 3/4 Crete -Flex w/ 1-1/4' embedment Into CSO - Hollow Block, by Elm 6.5 6.6 6.S 6.5 2.112' A-6/1213 1 114" Ta con w/ I-W4' embedment Into 3000 sl Cana by Elco 8.5 6,5 6.5 6.5 2-112 Lnufaefumr. v outheastern [etals Anuf acturing o., Inc. 001 Indusky Drtw *Wrf4t* - Flarlda I.: (904) 757-4200 Product: 0.063 Aluminum Storm Panels CA 6116 SNd. 104 UPDATE CODE FED TO 2004 S NEW CALCULATIONS ASCET-02MIAWDA13E 02-03-2007 V T-SPACNG A-31e2, REMOV EDGE DIST OVISM7 V'C' ADD EDG DIST, HOR, SILL St1T 2 ONLY 03rA20W V'D' TO PROVIDE THREE SPIT (1, 2, 3) CONSISTANCY 32812007 LINEER OF REV. AB.C.D ONLY Engineer Seel BARRY J. GAINES FL. PE 18870 SEMCO JACKSONVILLE, FL PH (304)696-4671 FX (804) %64207 Drawing Number 01-215T Sheet 3 of 3 144 The embedded truss anchor series provides an - --- engineered method to properly attach roof trusses to —1>ti concrete and masonry walls. The products are designed with staggered nail patterns for greater uplift resistance. Information regarding the use of two anchors on single- and multi -ply trusses is included. The TSS, a companion product of the META, provides j a moisture barrier between the concrete and truss. The preassembled unit is riveted with no height adjustment, t. NEW! The DETAL20 is a high capacity embedded truss anchor for attachment of single -ply trusses to concrete 0 and masonry walls. It combines dual embedded anchors with a structural moisture -barrier seat that is partially embedded in the concrete or grout. This seat serves to protect the truss and also provides additional lateral and * _ uplift capacity. The embedded anchors are pre -attached to the moisture barrier through slots that allow fora slight amount of adjustability, providing flexibility during installation to avoid rebar. The moisture -barrier seat w 4,,, r l ? , # Eat: includes tabs at each end for optional attachment to the form board in concrete tie -beam applications, MATERIAL; HHETA-14 gauge; HETA-16 gauge; HETAL—strap 16 gauge, truss seat 18 gauge; ' META-18 gauge; TSS-22 gauge; DETAL-16 gauge (Barrier-18 gauge) META with TSS DETAL20 FINISHG 1 ' u a van ized. Some products available inZMAX coating; see Corrosion Information, page 10-11. Model ` INSTALLATION: • Use all specified fasteners. No. See General Notes. TSS2 1�4 • The META, HETA and HHETA are embedded 4' into TSS2 2 ` 3Ye a concrete beam or grouted block wall; HETAL is embedded 5�/,s'; DETAIL is embedded 41.A.". TSS4 3�s • The DETAL20 is installed centered and flush on top of an 8" masonry bond beam or concrete tie beam. The moisture barrier seat bears on masonry face shell or concrete tie beam form boards; the two flanges embed into grout or concrete. The two Moisture barrier embedded anchors shall be installed vertically not shown into grout or concrete. (Typ.) • The TSS moisture barrier may be preattached to the truss using 6d commons. • A shim is required between the truss and the embedded truss anchor when there is a space of W to 11/27. • in double embedded anchor installations, do not install fasteners where the straps overlap when wrapped over the truss heel. CODES: See page 12 for Code Reference Key Chart. These products are available with additional corrosionptotecdon. Additional products on this page may also be available with this option, check with Simpson Strong -lie for details. Single Embedded Anchor Installation Model No. - These products are available with additional corrosionptotecdon. Additional products on this page may also be available with this option, check with Simpson Strong -lie for details. Single Embedded Anchor Installation Model No. - H - ( SP Uplift Load 160 Load Duration tn_erease Lateral Loads (160) Code Ref. , 10dx1 /2 16d Quantity Load Quaofity `load F1 F2 META12 8 7 _ 1450 i 6 1450 340 725 _ META_14 ......_....._........ j 10 —.. 7 1450 I 6 1450 340 725 META16 f 12 7 1450 6 i 1450 340 725 META18 META206 14 16 _ 7 7 __.... �........_... 1450 1450 6 6 145D 1450 340 — 340 725 i 725 META22 — 18 7 E 1450 6 — 1Q50 340 i .............. .............._,....._....... META24 20 7 1450 6 1450 340 725 META40 ! 36 7 1450 6 1 1450 340 725 I HETA12 8 7 1520 7 1780 - 340 725 j HETA16 12� _ 9 1810 8 1810 340 t 725 j HETA201, 16 9 1810 ­ 8 m 1810 340 725 F27 HETA24 20 9 1810 __ 1810 340 725 HETA40 36 _ 9 1810 8 1810 � 340 —.F5_. 725 HHETA12 ................... __...._ 8 1 1565 7 1 _,_.. 1820 340 815 HHETA16 v. 12 10 ._.___--..........I _ ._ __.........__. 2235 �......�__ _. � 9�L2235 340' �_.. 815 .... ......... — I T4206 HHETA20 _w_.....__......_.... HHETA24 ; 16 20 10 10 2235 2235 _.. 9 2235 _......_.................... 2235 340' —.._.......e_. 340' 815 815 i j HHETA40 ' 36 10 1 2236 2235 340' i 815 HETAL12 7 101� 1085 .'s. _9 10' 1 1270 1 4151 1100 HETAL16 11 W 1810 13' 1 1810 4151 1100 HETAL20 15 — 14° 1810 13° '1 1810 415� 1100 ' HETA20 HETAL / Straps may be installed straight or wrapped over to achieve listed loads 1. Loads include a 60% load duration increase on the fasteners for wind or seismic loading. 2. Minimum Pc = 2500 psi. Minimum I'm = 1500 psi. 3. For simultaneous loads in more than one direction, the connector must be evaluated as described in Note e, page 14 under Instructions to the Designer. 4. Five nails must be installed into the truss seat of the HETAL. 5. Parallel -to -wall load towards face of HETAL is 1975 lbs. 6. it is acceptable to use a reduced number of fasteners provided that there is a reduction in uplift load capacity. See example on page 151. Lateral loads do not apply when fewer than 7 fasteners are used with the HETA and HHETA anchors or less than 6-16d or 7.10dxl'/- fasteners are used with the META anchor. 7. The HHETA allowable Fi load can be increased to 435 tbs. it the strap is wrapped over the truss and a minimum of 12 nails are installed. 8. Minimum spacing for multiple anchor installation is 2 times the embedment depth for full load. See Double Embedded Anchor Installation table on page 144 for loads on closer spaced anchors. 9. Single ply trusses may use either 10dxl Sz or led nails. 2 or 3 ply trusses shall use 16d nails, 10. NAILS:160 = 0.162` dia. x 3�fa` long, 10dx1?/2 = 0.148' dia, x 1'h' long. See page 16.17 for other nail sizes and information. . . . . . . . . . . . . . . . . . . NO BACK CHARIMPORTANT NOTES , GES WITHOUT PRIOR APPROVAL FROM A REPRESENTATIVE OF TJ TRUSS CORP. TJ TRIM PROMES STANDARD TRUSS70 TRUSS CONNECTIONS. ALL ST— AND UPUIFTT"OWNSTO FLAT GIROER8, SEAMB,WALiS AND JACKS ARE SUPPLIED E BEAR BY THE BUILDER.BUILDER.DRAWNWALLS NO UNLESS • OTHERWISE NOTED. ALL UNCERFR02 300FDROPPED CELINWAND FINISH PECiALMLINGS13 By UJILDER. TJ TRUSS 13 NOT RESPOIJBIBI eFOR TEMMRARY BRACING OF THE ROOF SYSTEM. FOR TEMPOIRAY APO PEPAMENIr BRACING REOUMMENTS SEE SCSI I-M GUIDE BRACING RETIRED SYTHP MMIDUAL TRUSS"Am COMPONENTS 18 To OVERCOME SENDING OF SPEWID COMPRESSION MEMBERS WE TO GmVrIyOR WIND LOADS AND SHOULD NOT BE COMBED WITH THE RAP, BRACING REOLIMEMEN73 OF THE BUILDPIG MRUCTURE. AND SHALL BE INSTALLED BY BUILDEFL TiTRUBSWOLAIMERR FOR ANY CONFLICT BETWEEN THIS SETTING PLAN AND • THE DEWLIAL ENGINEERED DRAWINMITIE -28'8n INDIZIA'L. EN=IDRAV WILL TAKE PRECEDE IM ORTTERANYTRUSS W111HOLT CONX&TINGA REPRESS WATNE OFTJTRUSS FMT.ANYPARTY WHO CUTS OROAMADESA7RUM FORTI-15COSrOFTHE SHALL Be RESPONSIBLE DESIGNIAND REPAIR OFTHE REQUIRED ENGINEERING 6/12 NOFN 77 USS TRUSS, AFFROVED IN WRACK CHARES WILL BE ACCEPTED UNLESS RITING GBYAN OFROER OF TJTR 000RP. FAILURE TO SEEI(THE RESOLUTION OF A PROOLOA NTLLAFrERTHE ROOF 18 BUNGLED ORTHE DRYWALL 15 INSTALLED SHALLOONSITrUTE ACCEPTANCE OFTHE PROBLEM BY THE CUB7OMERAND THE CUSTOMER SWILL BEARTOTAL F194NMAL Cl? "�7•R PCCLJBtaLV THE PROBLEM. 31112 PROVIDEANDINSTAULANY AND ALL PERMANENT BRAUMOREQIJREDBYTKFTRUWDEBMM.PR(YVIDEA z surrASLEUNOBSTRUCrEDARFATUMLOADTRUSSI.S. St D PED G. To ERECTALL7RUSSCOfJPONEWTSINADCORbANCE •WITH THE TRUSS PLATE IWITUTE PUBLICATION SCSI AND TO SEEK PROFESSIONAL HEUPAND AD/ICE ON ANY QUESTIONS PROIR TO THE EREMON OFTKE TRUSSES. W 12 FLCRJI)AAD&LCOI)EDIGISQ3=ZCWLVLLkMCENOM 6 THIS TRUSS NOT CREATED BY AMIENGINEMIlUTRATHERBYTHETITRUSSOD" x STAFFAND 19 PURELY TO BE USED AS AN INSTALALTION W GUIDEAMI) DOES NOT REQUIRE A SEAL COMPLETE TRUSSENGINEERMANDANALYSISCANBEFOUNDON $OME-cl G. op.4 05 THETRUSS 1316"1" DRAWINGS WHICH MAY BE SEALED 0) BY THE TRUSS PESIGN ENCMEM z D, N ITNiTHE 18 LOADING CRITERIA 3 fn 12 ROOF FLOOR TOLL: 20 PSF TOLL: 0 PSF W a TYP- END DETAIL DL: T PSF TCDL: 0 PSIF BOLL PSF BCLL:- 0 PSF W TIC 0 0 �e Cl) BCDL,•PSF BCGL: 0 PSF LL cs TOTAL LOAD: 3TPSF TOTAL LOAD: 0 PS DUR. FACTOR: 1.25 DUR. FAGTORA.00 CS -05 1 TPI 1-02 W CODES: FOC200T RES / ASCE 7 W LL W�- COPY", WINDSPEED: 140M.P.H. LL BUILDING EXPOSURE: B C) CATEGORY: RES 11 WIND LOAD TYPE: NVWFRS LL a W z Lu LL REVISIONS: uj WALL LE�END] M W 0 n W -1 z z 4. APPROVAL IS NEEDED 0 0 (3) WEEKS PRIOR TO DELIVERY DATE BALLOON FRAMED! YOUR SIGNATURE WILL ACKNOWLEDGE C3 RAKED WALL (1) AUTHORIZATION TO BEGIN FABRICATION (2)VEPJFICATIONOF 131LW-WSIONS 3: PITCHES, HEEL HEIGHTS. OVERHANGS, ETC. 3: U) 1 (3) TRUSSES WILL BE BUILT WSTRICT ACCORDANCE WITH THUS LAYOUT11 DAPPROVED-NO CHIANGED Em —N �S[]APPROVED A NOTED [3REVISE AND RESUBMIT Ile SEAL FO . R TRUSS PLACEMENT ONLY SIGNED waE DELIVERY DATE DELNERYADDIRESS: SL DPED Dol-G. W $/12 TRUSS CORP W W 2801 INDUSTRM33RD Fr. PIERCE. FL 34940 PH. (M) 460 - 33aB U) FA A TjTOLL FREE X 46(O 9)1.29. -3388 C3 CD C:) CD O. CD CD 0 < < Z�l < < 6/12 VASTER ED 1• 5 of 90587 CUSTOMER OB-DIANNE SOLDEVILLA • JOB NAME DEVILLA RES. CULOTTE PL. 12 017 • t ILE hoof Layout: Scale: �1/4" = l'-O" I AINT LUCIE DRAM BY: ROP Ur7 PDF created with pdfFactory Pro trial version VA".pd-ffactory.corli