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1108-11110 Scheidel Ct (vault)PERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: i Certificate of Occupancy I I U h -c c p_ I CA-. -1-�.- GLC l L +CL 05 - n CD�'�t) Tree Permit # Foundation Permit # Demolition Permit # Footing # Slab Tie Beam Lintel Nailing/ Sheathin aL I. p Framing Insulation 2 (p t) Building Final ELECTRIC # Tem .Power # JEA Release Date Temp. Power Letter Rec'd. Temp Pole # JEA Release Date Rough JEA Release Date Electric Final JEA Release Date Drainage Inspection: Pool Permit # �— Inspections: Steel Elec./Grounding Roofing Permit # Inspect: Nailing/Sheathing Fire Inspection: Failed Inspections: Type Work: Phone # Phone # Date Issued: Piping Underslab I ?-& -0,� Water/ Sewer Rough/ h Top out ianical Plumbing Final cpge wf ,til 7(0,0&5 12. U, Ob A- )2, -)Z Z Final Final Final Date Paid:—� 71 Building, Planning & Zoning Inspection Department Date Requested: Contractor Name: Permit #: Property Address: Legal Description: CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET RIAMI ir_.1, Improvements to the above-described p�operty have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ❑ Single -Family Residence ❑ Commercial Other: Lowest Floor Elevation: �• I g d Required As Built The following must be completed before issuing Certiticate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. — ----- Public Works , �- _ _ U Planning Dept. Building Dept. . ,?d . Ora - 30-06 ( - Final Survey with FFE Yes All Re -Inspect Fees Paid 2f, Yes a.3, ov c3 440_Cj,ed-ffrx-(,: ❑ No M No MAP OF SURVEY CONDOMINIUM UNIT 3 OF SCHEIDEL COURT CONDOMINIUMS R H A PART OF TRACT "A", SCHEIDEL COURT, AS so F 4 RECORDED IN PLAT BOOK 57, PAGES 99 AND \ Rich 99A 'PF THE CURRENT PUBLIC RECORDS OF r Orwgrl q N � DUVAjL COUNTY, FLORIDA. i / � ► cn I UNIT 1 I / UNI1 2 UL 4, I ' � I rn I / FIELD i I I 4'30" E f 74. � TRA SFORMER (n /N x2.82'54 E AD N 3� FOUND 1 /2 IRON MER ER 1.f PIPE. LB 3 72 /- 4 7 4.37 Z z x o � (� O N CRETE PAD J SET 1/2" IRON �I STOOP � o © I PIPE, LB 3672 � • N J 32.1' 4• A J al Us O ..1� p J O ' 22.2 OUT (�1 .. TE 2 STORY NoA1^10x r, CON RETE C O� 0 coP� N RESIDENCE o DRI WAY y� ) co O ME Q " o NATION 1208 'OUT OUT V'- 0 CD Lr � - r w m 'S 82.549 -- of W 11 r. - PE1 L8 3672 p q ^ 6 I SET 1 /2 IRON1 9 1 Y cr PIPE . LB 3672 74.37 I I I I 2 STORY FRP'ME I < C > UNIT 4 ' RESIDENCE No 1110 I 2,) 2A J 7 o L-_ i2�t' T AN FORMER rn I I p p D . ,L" -- FOUND 1/2" ON PIPE. LB 3 72 ` SET 1/2" IRON I PIPE. LB 3672 UNITI 5 I c m. Z IIm THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. THIS SURVEY WAS MADE FOR THE BENEFIT OF ROBERT & STEPHANIE SAX; BEACHES HABITAT; FLOIDA HOUSING FINANCE CORP.; ATTORNEYS' NOTES: TITLE INSURANCE FUND, INC.; DONAH00 BALL & 1. THIS IS A BOUNDARY SURVEY. MCMj ENAMY, P.A. 2. NO BUILDING RESTRICTION LINES PER PLAT. 3. BEARINGS BASED ON NORTH LINE OF UNIT 3, n l BEING SOUTH 82'54'30" WEST PER PLAT. I' ! 1 ( ii *NOT VALID WITHOUT THE SIGNATURE AND THE D014N W. BOATWRIGHT, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FL LIC. SURVEYOR AND MAPPER No. LS 3295 SURVEYOR AND MAPPER." FLA i LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRIGHT LAND SURVEYORS INC. DRAWN BY: AC 1500 ROBERTS DRIVE DATE: JANUARY 9, 2006 FILE #: 2006-11 JACKSONVILLE BEACH, FI+ORIDA 241-8550 SHEET 1 OF 1 X -REF 2005-1637 (A) Cunningham, Kerri From: Walker, Chris Sent: Monday, January 23, 2006 3:09 PM To: Cunningham, Kerri Cc: Graham Shirley; Kaluzniak, Donna Subject: RE: Request for Final CO 1108/1110 Scheic Inspection is complete. Everything is good. From: Cunningham, Kerri Sent: Monday, January 23, 2006 2:44 PM To: Carper, Rick; Kaluzniak, Donna; Deming, James; W Cc: Graham Shirley Subject: Request for Final CO 1108/1110 Scheidel Cou A final CO inspection has been requested for 1108/111( by Paul Finley of Beaches Habitat. Paul can be reachec Thank you, Kern 1/23/2006 Page 1 of 1 Cunningham, Kerri From: Kaluzniak, Donna Sent: Monday, January 23, 2006 3:11 PM To: Walker, Chris; Cunningham, Kerri Cc: Graham Shirley Subject: RE: Request for Final CO 1108/1110 Scheidel Co Shirley & Kerri, since there is no irrigation here, we don't need addresses are fine as far as Utilities goes. Thanks, Donna From: Walker, Chris Sent: Monday, January 23, 2006 3:09 PM To: Cunningham, Kerri Cc: Graham Shirley; Kaluzniak, Donna Subject: RE: Request for Final CO 1108/1110 Scheidel Court, Inspection is complete. Everything is good From: Cunningham, Kerri Sent: Monday, January 23, 2006 2:44 PM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Walker, Cc: Graham Shirley Subject: Request for Final CO 1108/1110 Scheidel Court, 05- A final CO inspection has been requested for 1108/1110 Sche by Paul Finley of Beaches Habitat. Paul can be reached at 33, Thank you, Kerri 1/23/2006 Page 1 of 1 05-30803,05-30804 ilcolm's backflow inspection-- so these 30803,05-30804 hris; Nodine, Phil '0803,05-30804 Jel Court, permit numbers 05-30803 & 05-30804 .2278. ANr�C rO � epi F JOB ADDRESS I DATE ((9ro `acuter cue. L C4' c, THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted L) W5t.c i.aarTlc) A 2 49-rfc G $T"O REINSPECT F E 3s It is unlawful for any Carpenter, C ontractor, Builder or other Persons, to cover or cause to be c overed, any part of the work with flooring, lath, earth or other n aterial, until the proper inspector has had ample time to a Dprove the installation. After additions or corrections hav been made, call 247-5826, Building Del iart- PLUMBING meet for an inspection. Field Inspectors ELEC are in the nffirA imm A -nn. m +., •nn City of Atlant Building Dep Certificate of O This Certificate issued pursuant to the re Florida Building Code certifying that at was in compliance with the various building construction or use. For the folic Date: January 26, 2006 Owner: Beaches Habitat Address: 1108 Scheidel Ct, Atlantic Construction Type: Wood Frame Use Classification: Duplex Permit Number: 05-30803 DON C. FORD, C.B.O Building Official Post in a c Beach ent pancy irements of Section 110.2 of the e time of issuance this structure inances of the City regulating n2: Florida 32233 space. FORM 60OA-2001 FLORIDA ENERGY EF1 FOR BUILDING CO Florida Department of Co Residential Whole Building Pe� Project Name: 1108scheidel Address: 1108 Scheidel Court City, State: Atlantic Beach, FL 32266 - Owner: Beaches Habitat Climate Zone: North 1. New construction or existing New -12. 2. Single family or multi -family Multi -family _ a. 3. Number of units, if multi -family I - 4. Number of Bedrooms 3 _ 5. Is this a worst case? No _ 6. Conditioned floor area (ft') 1216 ft' 7. Glass area & type Single Pane Double Pane - a. Clear glass, default U -factor 0.0 ft, 124.0 ft' - b. Default tint 0.0 ft2 0.0 ft, - a. c. Labeled U or SHGC 0.0 ft' 0.0 ft2 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 82.0(p) ft - b. Raised Wood, Post or Pier iQ-=t�•t? ?.c0ft2 _ C. c. N/A 9. Wall types _ a. Frame, Wood, Exterior R=1 1.0, 964.0 ftz a. b. Frame, Wood, Adjacent R=1 1.0, 136.0 ft' _ c. N/A d. N/A e. N/A 10. Ceiling types _ a. Under Attic R=30.0, 602.0 ft' _ b. N/A c. N/A 11. Ducts _ a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 25.0 ft _ b. N/A Glass/Floor Area: 0.10 I hereby certify that the plans and sp by this calculation are in compliance Energy Code. PREPARED BY: Oce Stat( DATE: I hereby certify that this buil g, as i compliance with the Florida En OWNER/AGENT: DATE: Me 10U C. NCA 13. b. NCA ICIENCY CODE STRUCTION iunity Affairs )rmance Method A Builder: Beaches Habitat Permitting Office: Atlantic Beach Permit Number: Jurisdiction Number: ng systems al Unit Cap: 21.9 kBtu/hr SEER: 12.00 tot l - ng systems, -ic Heat tkPump � Cap: 25.0 kBtu/hr HSPF: 7.30 14. Htt water systems E ectric Resistance b. Conservation credits (FIR -Heat recovery, Solar HP -Dedicated heat pump) 15. HVAC credits (CF -Ceiling fan, CV -Cross ventilation, PF -Whole house fan, P -Programmable Thermostat, Z -C -Multizone cooling, Z -H -Multizone heating) Total as -built points:7275 PASS Total base points: ;0556 Cif icati s covered Re4w of the plans and 1Vit I rida spec fications covered by this 4ettion indicates compliance with he Florida Energy Code. Befo a construction is completed _this building will be inspected for is in compliance with Section 553.90 Florida Statutes. BUILDING OFFICIAL: DATE: 7 - 2 EnergyGauge® (Version: FLgCPB v3.30) Cap: 40.0 gallons EF: 0.92 _ �oFzxE sTgT�o LOD - o 8 ,0 FORM 60OA-2001 SUMMER CALC 1 LATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1108 Scheidel Court, Atlantic Beach, FL, 32266-1 PERMIT #: G EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 F RCPB v3.30 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC 1 Ornt Len Hgt Area X SPM X SOF = Points .18 1216.0 20.04 4386.4 Double, Clear S 1.0 14.3 13.0 35.87 0.99 463.3 Double, Clear W 1.0 14.3 13.0 38.52 1.00 499.2 Double, Clear W 1.0 16.7 40.0 38.52 1.00 1536.7 Double, Clear N 1.0 13.0 9.0 19.20 1.00 172.0 Double, Clear ( N 1.0 5.3 17.0 19.20 0.97 315.3 Double, Clear W 1.0 4.0 6.0 38.52 0.91 211.1 Double, Clear S 1.0 5.3 13.0 35.87 0.92 429.2 Double, Clear S I 1'.0 5.3 13.0 35.87 0.92 429.2 As -Built Total: 124.0 4056.0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 136.0 0.70 95.2 Frame, Wood, Exterior 11.0 964.0 1.70 1638.8 Exterior 964.0 1.70 1638.8 Frame, Wood, Adjacent 11.0 136.0 0.70 95.2 Base Total: 1100.0 1734.0 As -Built Total: 1100.0 1734.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 I Base Total: 20.0 122.0 As -Built Total: 20.0 82.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 602.0 1.73 1041.5 Under Attic 30.0 602.0 1.73 X 1.00 1041.5 Base Total: 602.0 1041.5 As -Built Total: 602.0 1041.5 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 82.0(p) -37.0- -3034.0 Slab -On -Grade Edge Inslation 0.0 82.0(p) -41.20 -3378.4 Raised 20.0 -3.99 -79.8 Raised Wood, Post or PiI r 19.0 20.0 0.77 15.3 Base Total: -3113.8 As -Built Total: f 102.0 -3363.1 INFILTRATION Area X BSPM = Points Area X SPM = Points 1216.0 10.21 12415.4 1216.0 10.21 12415.4 G EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 F RCPB v3.30 FORM 600A-2001 SUMMER CALCI Residential Whole Building Perfor ance Method A - Details ADDRESS: 1108 Scheidel Court, Atlantic Beach, FL, 32266-1 PERMIT #: I BASE I AS -BUILT Summer Base Points: 16585.4 Summer As -Built Points: 15965.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Raio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 15965.8 1.0P0 (1.090 x 1.147 x 0.86) 0.284 1.000 4907.9 16585.4 0.4266 7075.3 1 15965.8 1.QO 1.081 0.284 1.000 4907.9 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 F�RCPB v3.30 FORM 60OA-2001 WINTER CALL LATIONS Residential Whole Building Perfor ance Method A - Details ADDRESS: 1108 Scheidel Court, Atlantic Beach, FL, 32266-1 PERMIT #: I EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 F RCPB v3.30 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1216.0 12.74 2788.5 Double, Clear ( S 1.0 14.3 13.0 13.30 1.00 172.2 Double, Clear W 1.0 14.3 13.0 20.73 1.00 269.8 Double, Clear W 1.0 16.7 40.0 20.73 1.00 829.9 Double, Clear N 1.0 13.0 9.0 24.58 1.00 221.2 Double, Clear N 1.0 5.3 17.0 24.58 1.00 418.2 Double, Clear W 1.0 4.0 6.0 20.73 1.02 127.3 Double, Clear S 1.0 5.3 13.0 13.30 1.04 180.5 Double, Clear S I 1.0 5.3 13.0 13.30 1.04 180.5 As -Built Total: 124.0 2399.5 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 136.0 3.60 489.6 Frame, Wood, Exterior 11.0 964.0 3.70 3566.8 Exterior 964.0 3.70 3566.8 Frame, Wood, Adjacent 11.0 136.0 3.60 489.6 Base Total: 1100.0 4056.4 As -Built Total: 1100.0 4056.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Base Total: 20.0 246.0 As -Built Total: 20.0 168.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 602.0 2.05 1234.1 Under Attic 30.0 602.0 2.05 X 1.00 1234.1 Base Total: 602.0 1234.1 As -Built Total: 602.0 1234.1 FLOOR TYPES Area XBWPM =Points Type R Value Area X WPM = Points Slab _ _ 82.0(p) 8.9 729.8 Slab -On -Grade Edge Insolation 0.0 82.0(p) 18.80 1541.6 Raised 20.0 0.96 19.2 Raised Wood, Post or Pi r I 19.0 20.0 0.88 17.5 Base Total: 749.0 As -Built Total: 102.0 1559.1 INFILTRATION Area X BWPM = Points Area X WPM = Points 1216.0 -0.59 -717.4 1216.0 -0.59 -717.4 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 F RCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1108 Scheidel Court, Atlantic Beach, FL, 32266-1 PERMIT #: BASE I AS -BUILT Winter Base Points: 8356.6 Winter As -Buil Points: 8699.6 Total Winter X System = Heating Total X Ca�p X Duct X System X Credit = Heating Points Multiplier Points Component Rano Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 8699.6 1.000 (1.069 x 1.169 x 0.88) 0.467 1.000 4486.7 8356.6 0.6274 5242.9 1 8699.6 1.00 1.104 0.467 1.000 4486.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FI-RCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 1108 Scheidel Court, Atlantic Beach, FL, 32266- ( PERMIT #: I BASE CODE COMPLIANCE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms + Heating + Hot Water = Total Points Points Points Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 40.0 0.92 f 3 1.00 2626.61 1.00 7879.8 As -Built Total: 7879.8 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Poihts + Heating + Hot Water = Total Points Points Points 7075 5243 8238 20556 1 49 8 4487 7880 17275 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FORM 60OA-2001 Code Complianc Residential Whole Building Perfoi Checklist ance Method A - Details I ADDRESS: 1108 Scheidel Court, Atlantic Beach, FL, 32266- I PERMIT #: I 6A-27 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or ; in Table 6-12. Switch or clearly marked circuit foundation & wall sole or sill plE penetrations; between wall pan must be provided. External or built-in heat trap required. EXCEPTION: Frame walls whe 612.1 from, and is sealed to, the foun Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" se EXCEPTION: Frame floors whi $pa. & pool heaters must have a minimum thermal to the perimeter, penetrations Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; pene I no more than 2.5 minute at 80 PSIG. soffits, chimneys, cabinets sea 612.1 attic access. EXCEPTION: Fra gallons per installed that is sealed at the p Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrati and chambers shall be mechanically sealed box with 1/2" clearance 610.1 conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoo installed in accordance with the criteria of Section 610. have combustion air. ea; .5 cfm/sq.ft. door area. al between: windows/doors & frames, surrounding wall; joints between exterior wall panels at corners; utility s & top/bottom plates; between walls and floor. a continuous infiltration barrier is installed that extends rtion to the top plate. ed unless backed by truss or joint members. a continuous infiltration barrier is installed that is sealed J seams. ations of ceiling plane of top floor; around shafts, chases, 1 to continuous air barrier; gaps in gyp board & top plate; e ceilings where a continuous infiltration barrier is meter, at penetrations and seams. is, sealed; or Type IC or non -IC rated, installed inside a 3" from insulation; or Type IC rated with < 2.0 cfm from vity between floors. dampers; combustion space heaters comply with NFPA, 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or e> ceeded by all residences.) CHECK COMPONENTS SECTION REQUIREMENTS I CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas $pa. & pool heaters must have a minimum thermal efficiency of 78%. be tb I no more than 2.5 minute at 80 PSIG. Shower heads 612.1 Water flow must restricted gallons per fittings, 4quipment and chambers shall be mechanically Air Distribution Systems 610.1 All ducts, mechanical plenum attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common alts -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 �LRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFOR14ANCE SCORE* = 85.9 The higher the score, the more efficient the home. Beaches Habitat, 1108 Scheidel Court, 4tlantic Beach, FL, 32266- I . New construction or existing New _ 2. Single family or multi -family Multi -family _ 3. Number of units, if multi -family 1 4. Number of Bedrooms 3 _ 5. Is this a worst case? No _ 6. Conditioned floor area (ft') 1216 ftz 7. Glass area & type Single Pane Double Pane - a. Clear - single pane 0.0 ft, 124.0 ft' - b. Clear - double pane 0.0 ft, 0.0 ft, - c. Tint/other SHGC - single pane 0.0 ft, 0.0 ftz d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 82.0(p) ft _ b. Raised Wood, Post or Pier R=19.0, 20.Oft2 _ c. N/A 9. Wall types a. Frame, Wood, Exterior R=1 1.0, 964.0 ftz _ b. Frame, Wood, Adjacent R=1 1.0, 136.0 ftz c. N/A _ d. N/A _ e. N/A 10. Ceiling types _ a. Under Attic R=30.0, 602.0 ftz _ b. N/A _ c. NiA H. Ducts _ a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 25.0 ft _ b. N/A 12.C oling systems a. C�ntral Unit b. NXA c. N A 13. Hating systems a. Electric Heat Pump b. NfA I c. N�A I 14.Hwater systems a. E etctric Resistance I i b. NSA c. CfMiservation credits ( R -Heat recovery, Solar HP -Dedicated heat pump) 15. H, AC credits ( F -Ceiling fan, CV -Cross ventilation, F -Whole house fan, Prr-Programmable Thermostat, �Z -C -Multizone cooling, Z-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency ( Construction through the above energy saving features which will be inst in this home before final inspection. Otherwise, a new EPL Display Card based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL For Building (or exceeded) be completed Cap: 21.9 kBtu/hr _ SEER: 12.00 Cap: 25.0 kBtu/hr HSPF: 7.30 Cap: 40.0 gallons EF: 0.92 *NOTE.- The home's estimated energy performance score is only availab > through the FLA/RES computer prograin. r This is not a Building Energy Rating. If your score is 80 or greater (or 8 . for a US EPA/DOE EnergyStarrndesignation), vour borne may yualift for energy efficiency mortgage (EEM) incentives you obtain a Florida Energy Gauge Rating. Conlact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at wig wfivec.ucf edu for infornialion and a list of certified Raters. For infration about Florida' EneryEFBuilding ffi Consiniction, contiact the Department of Community Affai1FwrgS64Wt-,U version: 4CPB v3.30) 1 108 Schen HVAC Load Ca for Beaches Hal P. O. Box 50 Jacksonville Beach, e/ Ct. :u/ations 32240 I=N".A.L. AC LOADS Prepared By: Glenn Jones Ocean State Heating and Air Conditioning 1476 Atlantic Blvd. Neptune Beach, FL 32266 (904) 249-8251 Monday, July 18, 2005 Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, FL 32266-1798 Project Report General Project Information Project Filename: Project Title: Designed By: Project Date: Client Name: Client Address: Client City: Client Phone: Company Name: Company Representative: Company Address: Company City: Company Phone: Company Fax: Company Comment: Design Data C:\Elite\Rhvacw\Projects\Beaches 1108 Scheidel Ct. Ocean State Heating & Air Conditic Monday, July 18, 2005 Beaches Habitat P. O. Box 50939 Jacksonville Beach, FL 32240 241-1222 Ocean State Heating and Air Cond Glenn Jones 1476 Atlantic Blvd. Neptune Beach, FL 32266 (904) 249-8251 (904) 249-8949 ing 1108scheidel.rhv Elite Software Development, Inc. 1108 Scheidel Ct. Page 2 Reference City: (4.5 AC/hr) Jacksonville, Flo ida Building Loads Daily Temperature Range: Total Heating Required With Outside Air: Medium Total Sensible Gain: 16,004 Btuh Latitude: 30 Degrees 19,040 Btuh Elevation: 26 ft. Altitude Factor: 0.999 i Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum ( Dry Bulb Difference Winter: 32 0 0 ( 72 0 Summer: 94 77 50 75 48 Check Figures Total Building Supply CFM: 728 (4.5 AC/hr) Square ft. of Room Area: 1,216 Building Loads Total Heating Required With Outside Air: 21,139 Btuh Total Sensible Gain: 16,004 Btuh Total Latent Gain: 3,036 Btuh Total Cooling Required With Outside Air: 19,040 Btuh Notes Calculations_ are based_ on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may Be sure to select a unit that meets both sensible and latent loads. CFM Per Square ft.: Square ft. Per Ton: 0.599 702 21.139 MBH 84 % 16 % 1.59 Tons (Based On Sensible + Latent) 1.73 Tons (Based On 77% Sensible Capacity) . .--- ' —%44...---_ -4.. nn,.4—, i.,i.,io Onnc 0.01 one Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, FL 32266-1798 L o a d Pre vie w Report Elite Software Development, Inc. 1108 Scheidel Ct. Page 3 Adj Sys Duct CFM CFM Size 728 728 Sens Lat Net s Win Sum Scope Area Gain Gain Gain Ms CFM CFM Building: 1.59 Net Tons, 1.73 Recommended Tons, 702 ft.2/Ton, 21.14 MBH Heating 12 Building 1,216 16,004 3,036 19,040 2 139 275 728 73 73 1-5 76 65 1-5 59 50 System 1: 1.59 Net Tons, 1.73 Recommended Tons, 702 ft.2/Ton, 21.14 MBH Heating System 1 1,216 16,004 3,036 19,040 2 ,139 275 728 Zone 1 1,216 16,004 3,036 19,040 2',139 275 728 1 -Great Rm. 370 3,010 676 3,686 ,040 79 137 2 -Powder 36 169 0 169 683 9 8 3 -Dining 98 3,038 588 3,626 ,274 69 138 4 -Kitchen 110 2,669 132 2,801472 19 121 5 -Owner's 154 1,715 710 2,425 137 1,428 28 78 6 -WIC 30 266 0 266 6 12 7 -Bath 3 63 871 88 959 948 12 40 8 -Stairs 74 126 0 126 1118 2 6 9 -Laundry 36 1,608 0 1,608 ; 247 3 73 10 -Bed 2 130 1,423 421 1,844 1,173 28 65 11 -Bed 3 115 1,109 421 1,530 1,619 21 50 Elite Software Development, Inc. 1108 Scheidel Ct. Page 3 Adj Sys Duct CFM CFM Size 728 KA.....4- 1„6. 1Q onnc 0.71 DKA 728 16 728 137 137 2-5 8 8 1-4 173 138 2-5 121 121 1-7 78 78 1-5 12 12 1-4 40 40 1-4 6 6 1-4 73 73 1-5 76 65 1-5 59 50 1-4 KA.....4- 1„6. 1Q onnc 0.71 DKA Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, FL 32266-1798 Total Building► Summary Loads Component Description 3C Window Double Pane Clear Glass Metal Frame 80 Glass Door Double Clear Glass Metal Frame 11C Door Metal Polystyrene Core 12C Wall R-11 + 1/2" Gypsum(R-0.5) 13C Part R-11 + 1/2" Gypsum(R-0.5) 16G Ceiling Under Vent. Attic - R-30 Insulation 201 Floor Over Open Crawl Carpet + R-19 22A Slab on Grade No Edge Insulation Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 146, Summer CFM: 65 Ventilation: Winter CFM: 0, Summer CFM: 0 Sensible Gain Total Temperature Swing Multiplier: Total Building Load Totals: Check Figures Total Building Supply CFM: 728 (4.5 AC/hr) Square ft. of Room Area: 1,216 Sen Total Building Loads Loss Gain Total Heating Required With Outside Air: 21,139 Btuh Total Sensible Gain: 16,004 Btuh Total Latent Gain: 3,036 Btuh Total Cooling Required With Outside Air: 19,040 Btuh Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may Be sure to select a unit that meets both sensible and latent loads. Elite Software Development, Inc. 1108 Scheidel Ct. Page 4 Area Sen Lat Sen Total Quan Loss Gain Gain Gain 84 2,436 0 2,724 2,724 40 1,160 0 1,824 1,824 20 376 0 212 212 964 3,470 0 1,960 1,960 136 270 0 196 196 602 796 0 854 854 20 38 0 13 13 82 2,656 0 0 0 11,202 0 7,783 7,783 4 920 1,200 2,120 0 3,000 3,000 0 0 0 3,523 0 2,667 2,667 6,414 2,116 1,354 3,470 0 0 0 0 16,004 X 1.00 21,139 3,036 16,004 19,040 Per Square ft.: 0.599 re ft. Per Ton: 702 21.139 MBH 84 % 16 % 1.59 Tons (Based On Sensible + Latent) 1.73 Tons (Based On 77% Sensible Capacity) 14_7.J_I .L... inn,,.,an,• 1-1- 10 linn�. 7.71 onn Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, FL 32266-1798 System I Summary Loads Component Description 3C Window Double Pane Clear Glass Metal Frame 80 Glass Door Double Clear Glass Metal Frame 11C Door Metal Polystyrene Core 12C Wall R-11 + 1/2" Gypsum(R-0.5) 13C Part R-11 + 1/2" Gypsum(R-0.5) 16G Ceiling Under Vent. Attic - R-30 Insulation 201 Floor Over Open Crawl Carpet + R-19 22A Slab on Grade No Edge Insulation Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 146, Summer CFM: 65 Ventilation: Winter CFM: 0, Summer CFM: 0 Sensible Gain Total: Temperature Swing Multiplier: System 1 Load Totals: Check Figures Supply CFM: Square ft. of Room Area: System Loads Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: 728 (4.5 AC/hr) 1,216 Elite Software Development, Inc. 1108 Scheidel Ct. Page 5 Area Sen Lat Sen Total Quan Loss Gain Gain Gain 84 2,436 0 2,724 2,724 40 1,160 0 1,824 1,824 20 376 0 212 212 964 3,470 0 1,960 1,960 136 270 0 196 196 602 796 0 854 854 20 38 0 13 13 82 2,656 0 0 0 11,202 0 7,783 7,783 4 920 1,200 2,120 0 3,000 3,000 0 0 0 3,523 0 2,667 2,667 6,414 2,116 1,354 3,470 0 0 0 0 16,004 X 1.00 21,139 3,036 16,004 19,040 CFM Per Square ft.: Square ft. Per Ton: 21,139 Btuh 121.139 MBH 0.599 702 16,004 Btuh 84 % 3,036 Btuh 16 % 19,040 Btuh 1.59 Tons (Based On Sensible + Latent) 1.73 Tons (Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may Be sure to select a unit that meets both sensible and latent loads. RA......4- 1.,1., i0 7nnG 7.7y Dnn Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, FL 32266-1798 System I Room Load Summary Rur Duc Ve 5 1 67 Elite Software Development, Inc. 1108 Scheidel Ct. Page 6 Cig Clg Htg Htg Run Room Area Sens Nom Duct No Name SF Btuh CFM Size ---Zone 1--- 169 0 8 1.00 1 Great Rm. 370 6,040 79 2-5 2 Powder 36 683 9 1-4 3 Dining 98 5,274 69 2-5 4 Kitchen 110 1,472 19 1-7 5 Owner's 154 2,137 28 1-5 6 WIC 30 428 6 1-4 7 Bath 3 63 948 12 1-4 8 Stairs 74 118 2 1-4 9 Laundry 36 247 3 1-5 10 Bed 2 130 2,173 28 1-5 11 Bed 3 115 1,619 21 1-4 System 1 total 1,216 21,139 275 System 1 Main Trunk Size: 16 in. Velocity: 522 ft./min Loss per 100 ft.: 0.046 in.wg Cooling System Summary Cooling Sensible/Latent Tons Split Net Required: 1.59 84%/16% Recommended: 1.73 77%/23% Rur Duc Ve 5 1 67 Elite Software Development, Inc. 1108 Scheidel Ct. Page 6 Cig Clg Clg Zone Sens Lat Nom Adj Btuh Btuh CFM Fact 3,010 676 137 1.00 169 0 8 1.00 3,038 588 138 1.25 2,669 132 121 1.00 1,715 710 78 1.00 266 0 12 1.00 871 88 40 1.00 126 0 6 1.00 1,608 0 73 1.00 1,423 421 65 1.17 1,109 421 50 1.16 16,004 3,036 728 Cig Adj CFM 137 8 173 121 78 12 40 6 73 76 59 782 Air Sys CFM 137 8 138 121 78 12 40 6 73 65 50 728 Sensible Latent Total Btuh Btuh Btuh 16,004 3,036 19,040 16,004 4,780 20,784 RA --A ... 1..1.. 4O nnnC n.ni r -31,A GEARING HEIGHT 56HEOULE 0 8' 1-1181 .WTE5: LIFER TO HIB 91 (RECOMMENDATIONS FOR NDLING INSTALLATION AND TEMPORARY DRACIN FER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED. 2) ALL TRU55E5 (INCLUDING TRU55E5 UNDER VALLEY FRAMING) MUST DE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE DRACING REQUIREMENTS, 3.) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY BUILDER. 4.) ALL TRU55E5 ARE DESIGNED FOR 2' o.c, MAXIMUM SPACING, UNLE55 OTHERWISE NOTED, 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CON50ERED TO DE LOAD DEARING, UNLE55 OTHERWISE NOTED. 6.) 5Y42 TRU55E5 MUST DE INSTALLED WITH THE TOP DEING UP, 7.) ALL ROOF TRU55 HANGERS TO DE 5IMP50N HU526 UNLE55 OTHERWISE NOTED, ALL FLOOR TRU55 HANGERS TO DE 5IMP50N THA422 UNLE55 OTHERWISE NOTED. 6.) BEAM/HEADER/LINTEL (HDR) TO DE FURNISHED DY DUILDER. 61BUilders .FirstSource Bunnell PHONE, i56-437-33411 FAX: 386-437-3694 Jacksonvllle PHONE: 904-772-6100 FAX: 904-772-1973 Lake City PHONE: 356-755-6894 FAX: 356-755-7973 Sanford PHONE 407-322-0059 FAX: 407-322-5553 HA15ITAT BEACHES LOT 1108-1110 SCHEIDEL CT. NOVEL: R Y 5ON; 2 STORY DUPLEX Frr ni F 06/17/05 1 JDH I J118863F i GEARING HEIGHT SCHEDULE 0 511-1181 1.)-9EPER'TO= 91COMMEN (ONS FOR + IA IN6 T ATION AN EMPORARY BRACH` ,r$FjTl�l GINMED DRAWZ'155 FOR PERMANENT %8i'.ACWG UIRE N 2.) AtL QW554 (INMDING TR S UNDER VALLEY FRAMING) MUST DE COMPLETELY DECKED OR REFER i0 DETAIL V105 FOR ALTERNATE BRACING REQUIREMENTS. 3.) ALL VALLEYS ARE TO 6E CONVENTIONALLY FRAMED 5Y BUILDER. 4.) ALL TRU55E5 ARE DESIGNED FOR 2' o.c. MAXIMUM SPACING, UNLE55 OTHERWISE NOTED. 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE 6ON5IDERED TO DE LOAD BEARING, UNLE55 OTHERWISE NOTED. 6.) 5Y42 TRU55E5 MUST BE INSTALLED WITH THE TOP BEING UP. 7.) ALL ROOF TRU55 HANGERS TO 5E 51MF50N HU526 UNLE55 OTHERWISE NOTED. ALL FLOOR TRU55 HAN6ER5 TO DE 5IMP50N THA422 UNLE55 OTHERWISE NOTED, 8.) BEAM/HEADER/LINTEL (HDR) TO 6E FURNISHED 6Y BUILDER. .Builders FirstSource Bunnell PHONE: 366-437-3349 FAX: 386-437-3694 Jacksonville PHONE: 904-772-6100 FAX: 904-772-1973 Lake Gity PHONE: 386-755-6894 FAX: 366-755-7973 Sanford PHONE: 407-322-0059 FAX: 407-322-5553 HABITAT BEACHES :GAL ADDRESS LOT 1108-1110 SGHEIDEL GT. ODEL: 01510N: N: 2 STORY DUPLEX 5GALE N kH PRAINY: dOD 1, 06/17/05 1 WH J118863F 0 0 IFOXO 1] I - 11q-10-0 _ _ P-10-0 F04 F05 F05 F02 F01 Q) F01 N F 0 4-0-0 (4) - F III 0 u F -KW IIII F -U' F07 T100 F -KW F -KW 20-0-0 40-0-0 a 0 0 4-0-0 o i 40-0-0 1q-10-0 1q-10 I 4 - F-KPiW Lig � F04 11-5-5 F04 F05 F05 F02 F01 F01 :7 F01 •m• IMITi►I F -KW �VF07 F07 \1 Iffoll F -KW 20-0-0 40-0-0 F -KW Iwo M. rLft- Me %'7 FirstSource Project Information for: J118863F Builder: Beaches Habitat Address: 1108 & 1110 Scheidel Ct. Atlantic Beach, FL County: Duval Truss Count: 12 Design Program: MiTek 20/20 5.2 Truss Design Load Information: Gravity: Wind: Roof (psf): 42.0 Wind Standard: ASCE 7 Floor (psf):55.0 Wind Speed (mph): 120 e 17, 2005 Building Code:FBC2001 Note: See the individual truss drawings for special loading conditions. Engineer of Record: Lawrence A. Paine, PE Florida P.E.1 License No. 21475 Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Truss Design Engineer: Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource - Florida, Address: 6550 Roosevelt Blvd. Jacksor Notes: 1. Determination as to the suitability of these truss components for tl designer/engineer of record, as defined in ANSI/TPI 1-1995 Sectio 2. The seal date shown on the individual truss component drawings 3. The loads indicated on all referenced girder trusses are consisten provided by Builders First Source-Jacksonville,FL and dated 06/1' and basic load parameters/design criteria are to be reviewed and Otherwise, the Truss Design Engineer's responsibilities are limite< # Truss ID Dwg. # Seal Date 1 F01 J1274157 10/22/04 2 F02 J1274158 10/22/04 3 F04 J1274159 10/22/04 4 F0g5 J12741g60 10/22/04 6 F07 J1274162 10/22/04 7 F08 J1274163 10/22/04 8 F09 J1274164 10/22/04 110 F111 J1274166 10/22/04 11 F -KW J1274167 10/22/04 12 T100 J1274168 10/22/04 FL 32244 structure is the responsibility of the building 2.2 must match the seal date on this index sheet. k with the truss placement plan numbered J118863F ('/2005. Loads applied by non -truss elements approved by the Engineer of Record/Building Designer. I as stated in Chapter 2 of ANSI/TPI 1-1995. Job Truss Truss Type Qty Ply Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 J1277184 10.0 CJ01 MONO TRUSS 12 1 Code FBC2001/ANSI95 (TL) 0.10 1 >257 180 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.20U Is Uct 21 21JU3 MI I ek Industries, Inc. Fn Uct ZZ 15:U4:U1 ZUU4 Nage 1 3 -2-0-0 1-0-0 0 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 10.0 Rep Stress Incr YES BCDL 5.0 Code FBC2001/ANSI95 LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D 2-0-0 1-0-0 i 2 4.00 12 2x4 = 1 4 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TC 0.37 Ve (LL) -0.00 2 >999 240 M1120 249/190 BC 0.01 Ve (TL) 0.10 1 >257 180 WB 0.00 Hoo(TL) 0.00 3 n/a n/a (Matrix) Weight: 6 Ib CHORD Sheathed or 1-0-0 oc purlins. CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-95/Mechanical, 2=274/0-3-8, 4=14/Mechanical Max Horz2=100(load case 3) Max Uplift3=-95(load case 1), 2=459(load case 3) Max Grav3=185(load case 3), 2=274(load case 1), 4=14(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-51/76 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2 = 0.32 I NOTES 1) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; 1-CDL=4.2psf; BCDL=3.Opsf; Category ll; Exp C; partially; MWFRS gable end cone and C -C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is des�gned for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstandir)g 95 Ib uplift at joint 3 and 459 Ib uplift at joint 2. LOAD CASE(S) Standard I 1:5.8 Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 © Warning -Vett design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded ve ically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guh lance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss C ouncil of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 153719 October 22,2004 i= E Job Truss Truss Type Qty Ply PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Veit(LL) -0.03 2-4 >999 240 J1277186 TCDL 7.0 CJ05 MONO TRUSS 4 1 BCLL 10.0 Rep Stress Incr YES WB 0.00 Ho (TL) -0.00 3 n/a n/a Job Reference o fional ttunaers mrsr source, uacKsonvme ,rionaa o«w4 -2-0-0 2-0-0 0 2 2x4 = 4.00 12 a.cvv awl— cvvo rvu cn n wuau i i w. , n -- 11-- —1 , oV , , 5-0-0 5-0-0 4 LOADING (psf) SPACING 2-0-0 CSI DEL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Veit(LL) -0.03 2-4 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Veit(TL) -0.07 1 >384 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Ho (TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight: 19 lb LUMBER BP TOP CHORD 2 X 4 SYP No.2D T P CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D B T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=102/Mechanical, 2=347/0-3-8, 4=72/Mechanical Max Horz2=224(load case 3) Max Uplift3=-182(load case 3), 2=-420(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-122/25 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2 = 0.37 NOTES 1) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf; Categ zone and C -C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is de for MWFRS for reactions specified. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstand joint 2. LOAD CASE(S) Standard -y 11; Exp C; partially; MWFRS gable end oned for C -C for members and forces. and 182 Ib uplift at joint 3 and 420 Ib uplift at Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 Warning -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCPAGE Mil -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded v ically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all t mporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general gu dance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss ouncil of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 October 22,2004 ti � U Job Truss Truss Type Qty Ply in (loc) I/deft L/d TCLL 20.0 J1277188 1.25 EJ07 MONO TRUSS 24 1 2-4 >776 240 TCDL 7.0 Lumber Increase 1.25 Job Reference (optional) uutlaers I-irst source, JaCKSOnvine ,monaa o"44 2-0-0 2 3x6 = 4.00 12 .7.LVV 5 Ut:t 41 LVVJ [VII IUK IIIUUJU-b, IiIV. 111 -- . —1. cv 1 ray. I 7-0-0 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DFL in (loc) I/deft L/d TCLL 20.0 Plates Increase 1.25 TC 0.95 V (LL) -0.11 2-4 >776 240 TCDL 7.0 Lumber Increase 1.25 BC 0.28 V , (TL) -0.50 1 >53 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 H4z(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) i LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.21D REACTIONS (Ib/size) 3=164/Mechanical, 2=423/0-3-8, 4=102/Mechanical Max Horz 2=287(load case 3) Max Uplift 3=-293(load case 3), 2=-474(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-174/42 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2 = 0.20 PLATES GRIP M1120 249/190 Weight: 25 Ib CING CHORD Sheathed or 3-10-4 oc purlins. CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES I 1) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf; Categor 11; Exp C; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is desi ned for C -C for members and forces, and for MWFRS for reactions specified. I 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstandir 293 Ib uplift at joint 3 and 474 Ib uplift at joint 2. i LOAD CASE(S) Standard 3 4 Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENC PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded v nically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all mporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI I TPI 1 as referenced by the building code. For general g idance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss ouncil of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 October 22,2004 i � i n Job Truss Truss Type Oty PIY 7 Simpson SUR/1-24 6 5 J1277190 2x4 11 HJ09 MONO TRUSS 2 1 9-10-13 E 4-6-13 5-0-0 Job Reference (optional) builders rlrst Source, Jacxsonvrne ,moncla ozz44 2-9-15 2 5-4-0 2.83 F12 3 3x6 4-6-13 Scale = 1:21.3 4 1� 1 3.1 = 7 Simpson SUR/1-24 6 5 2x4 11 3x6 = 5-4-0 9-10-13 4-6-13 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) 0.08 6-7 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) 0.36 1 >103 180 BCLL 10.0 Rep Stress Incr NO WB 0.38 Ho (TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight: 42 lb LUMBER BCING TOP CHORD 2 X 4 SYP No.2D T CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D B CHORD Rigid ceiling directly applied or 6-2-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=230/Mechanical, 2=532/0-4-15, 5=414/Mechanical Max Horz2=344(load case 2) Max Uplift4=-394(load case 2), 2=-615(load case 2), 5=-265(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-1034/714,3-4=-107/39 BOT CHORD 2-7=-938/986, 6-7=-938/986, 5-6=0/0 WEBS 3-6=-1032/981, 3-7=0/196 JOINT STRESS INDEX 2=0.49,3=0.27,6=0.28 and ?=0.10 NOTES 1) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf; Categ zone; Lumber DOL=1.60 plate grip DOL=1.60. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstand 2 and 265 Ib uplift at joint 5. 3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=-3(F=26, B=26) -to -4=-134(F=-40, 13=40), 2=-0(F=15, B=15) -to -5=-74(F= y 11; Exp C; partially; MWFRS gable end g 394 Ib uplift at joint 4, 615 Ib uplift at joint or back (B). B=-22) Truss Design Engineer: Lawrance A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENC PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vt rtically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all I imporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general gL dance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss ouncil of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 October 22,2004 s ++ i 10 i as Job Truss Truss Type QtY Ply 13-3-4 i 2-0-0 7-0-0 J1277192 T01A MONO HIP 6-6-12 2 1 7x14 MI 120H = _. _r _..:T-1- Job Reference (optional) �_�......:,... .-- c.; n,.. no 49 .00.no OMA D�..e d twilders First Source, Jacksonville ,Fonda 3Z.44 -2-0-0 7-0-0 13-3-4 19-10-0_ 2-0-0 7-0-0 6-3-4 6-6-12 Scale = 1:37.4 7x14 MI 120H = 3x6 II 7x10 = 4.00 12 3 9 4 5 N 2 01 5x8 = 8 10 7 6 3x6 11 8x12 = 3x6 11 7-0-0 13-3-4 19-10-0 7-0-0 6-3-4 6-6-12 Plate Offsets (X,Y): 2:0-3-4,Ed e , [3:0-9-12,0-2-41, [4:0-3-8,0-1-81, [7:0-5-12,0-4-01, 8:0-3 12,0-1-8 LOADING (psf) SPACING 2-0-0 CSI DE FL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.81 Ve (LL) 0.33 7-8 >713 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Ve (TL) -0.32 7-8 >726 180 M1120H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.93 Ho-z(TL) -0.03 6 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight: 131 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP NoAD 'Except* TC P CHORD Sheathed or 3-1-2 oc purlins, except end verticals. 3-5 2 X 6 SYP No.1 D BC T CHORD Rigid ceiling directly applied or 5-10-0 oc bracing. BOT CHORD 2 X 8 SYP 240OF 2.0E W BS 1 Row at midpt 5-7 WEBS 2 X 4 SYP No.3 'Except* 5-6 2 X 4 SYP No.113, 3-7 2 X 4 SYP No.2D, 5-7 2 X 4 SYP No.2D REACTIONS (Ib/size) 6=1965/0-3-8,2=1607/0-3-8 Max Horz 2=282(load case 4) Max Uplift 6=-1844(load case 2), 2=-1529(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/41, 2-3=-4222/3569, 3-9=-4285/3849, 4-9=-4287/3849, 4-5=-4285/3E45, 5-6=-1721/1792 BOT CHORD 2-8=-3489/3971, 8-10=-3466/3920, 7-10=-3466/3920, 6-7=-382/346 WEBS 3-8=-355/752, 3-7=-494/386, 4-7=-688/1246, 5-7=-3650/4151 JOINT STRESS INDEX 2=0.75,3=0.84,4=0.28,5=0.75,6=0.80,7=0.58 and 8=0.22 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf; Catego 11; Exp C; partially; MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1844 Ib uplift at joint 6 and 1529 Ib uplift at joint 2. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) Dr back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Thus Design Engineer: Lawrence A. Pante, PE Vert: 1-3=-54, 3-9=-54, 5-9=-118(F=-64), 2-10=-30, 6-10=-65(F=-35) Florida PE No. 21475 Concentrated Loads (lb) Builders FirstSource - Florida, LLC Vert: 10=-854(F) 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vi rtically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all emporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general gt idance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Douncil of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Job Truss Truss Type 4-1-2 Qty Ply LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud J1277194 TCLL 20.0 T03 MONO HIP TC 0.62 4 1 2-9 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Ve Job Reference (optional) tsuuaers t-Irst source, uacxsonvnte ,riontia att+v -2-0-0 6-10-14 2-0-0 6-10-14 n 2 d1 3x6 = 4.00 F12 3x6 % 3 i 9 2x4 11 11-0-0 15-5-0 19-10-0 4-1-2 4-5-0 4-5-0 Scale = 1:38.3 4x6 = 3x6 = 2x4 II 4 5 6 8 3x8 = 19-10-0 3x6 = WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7=814/0-3-8,2=946/0-3-8 Max Horz2=416(load case 3) Max Uplift7=-801(load case 3), 2=-965(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-1771/1780, 3-4=-1195/1228, 4-5=-1099/1223, 5-6=-63/14, -7=-114/165 BOT CHORD 2-9=-1958/1620,8-9=-1958/1620,7-8=-857/720 WEBS 3-9=0/157, 3-8=-602/841, 4-8=-40/168, 5-8=-484/501, 5-7=-870/1115 JOINT STRESS INDEX 2=0.49,3=0.25,4=0.49,5=0.34,6=0.57,7=0.47,8=0.33 and 9=0.25 NOTES 1) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf, BCDL=3.Opsf; Categ ry II; Exp C; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is de igned for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstand ng 801 Ib uplift at joint 7 and 965 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 ® Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENC PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vi nically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all emporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general g !dance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 6-10-14 i 4-1-2 1 B-10-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Veit(LL) 0.14 2-9 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Ve (TL) -0.19 7-8 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.50 Ho (TL) -0.04 7 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight: 99 lb LUMBER B CING TOP CHORD 2 X 4 SYP No.2D T P CHORD Sheathed or 4-7-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D B T CHORD Rigid ceiling directly applied or 4-6-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7=814/0-3-8,2=946/0-3-8 Max Horz2=416(load case 3) Max Uplift7=-801(load case 3), 2=-965(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-1771/1780, 3-4=-1195/1228, 4-5=-1099/1223, 5-6=-63/14, -7=-114/165 BOT CHORD 2-9=-1958/1620,8-9=-1958/1620,7-8=-857/720 WEBS 3-9=0/157, 3-8=-602/841, 4-8=-40/168, 5-8=-484/501, 5-7=-870/1115 JOINT STRESS INDEX 2=0.49,3=0.25,4=0.49,5=0.34,6=0.57,7=0.47,8=0.33 and 9=0.25 NOTES 1) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf, BCDL=3.Opsf; Categ ry II; Exp C; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is de igned for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstand ng 801 Ib uplift at joint 7 and 965 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 ® Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENC PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vi nically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all emporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general g !dance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 fJob Truss Truss Type Qty Ply J1277196 T05 MONO HIP 4 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Fri Oct 22 15:04:04 2004 Page 1 7-10-14 19-10-0 _ --- -- 2-0-0 7-10-14 7-1-2 4-10-0 Scale = 1:38.3 5x8 = 2x4 11 4 5 4.00 12 4x6 3 2 01 C51 3x6 = 8 7 6 2x4 II 3x6 = 3x6 = 7-10-14 15-0-0 19-10-0 7-10-14 7-1-2 4-10-0 Plate Offsets (X,Y): [3:0-3-0,0-2-81, 4:0-5-4,0-2-8 LOADING (psf) SPACING 2-0-0 CSI D FL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.19 2-8 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 V rt(TL) -0.21 2-8 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.71 H rz(TL) -0.05 6 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D T P CHORD Sheathed or 4-6-15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D B T CHORD Rigid ceiling directly applied or 4-4-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-7 REACTIONS (Ib/size) 6=814/0-3-8, 2=946/0-3-8 Max Horz2=541(load case 3) Max Uplift6=-829(load case 3), 2=-937(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-1729/1692,3-4=-712/682,4-5=-14/16,5-6=-98/162 BOT CHORD 2-8=-2015/1577, 7-8=-2015/1577, 6-7=-775/629 WEBS 3-8=0/257, 3-7=-1026/1334, 4-7=-414/534, 4-6=-902/1122 JOINT STRESS INDEX 2=0.59,3=0.37,4=0.81,5=0.41,6=0.37,7=0.38 and 8=0.25 NOTES 1) Wind: ASCE 7-98; 120mph (3-second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf; Categ ry 11; Exp C; partially; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 829 Ib uplift at joint 6 and 937 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 L Warning -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE its design is based only upon the parameters shown for an individual building component that is installed and loaded PAGE MII-7473 BEFORE USE rtically and fabricated with MiTek connectors. Builderc,. tplicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the sponsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general g j1dance regarding storage, delivery, erection dbracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Enterprise Lane, Madison, WI 53719 the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Council of America, 1 WTCA Center, F�L.�J '{(. ;00 or l V ui Job russ Truss Type Qty Ply SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 J1277198 7T07 7.0 COMMON 1.25 2 1 10.0 Rep Stress Incr NO WB 0.21 I 5.0 Code FBC2001/ANSI95 Job Reference (optional) tiunaers rirst zsource, uacKsonvfne ,rioncia o«wy 5-0-0 4.00 F12 3x6 = Simpson HUS26 4x6 = 2 5 2x4 II LUMBER TOP CHORD 2 X 4 SYP No.21) BOT CHORD 2 X 4 SYP No.21) WEBS 2 X 4 SYP No.3 10-0-0 12-0-0 5-0-0 2-0-0 Scale = 1:19.7 5-0-0 5-0-0 in LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.41 TCDL 7.0 Lumber Increase 1.25 BC 0.38 BCLL 10.0 Rep Stress Incr NO WB 0.21 BCDL 5.0 Code FBC2001/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.21) BOT CHORD 2 X 4 SYP No.21) WEBS 2 X 4 SYP No.3 10-0-0 12-0-0 5-0-0 2-0-0 Scale = 1:19.7 3 3x6 = PLATES GRIP M1120 249/190 Weight: 36 Ib BCING T P CHORD Sheathed or 5-3-5 oc purlins. B T CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. REACTIONS (Ib/size) 1=639/Mechanical, 3=784/0-3-8 Max Horz 1=-120(load case 5) Max Uplift 1=-611(load case 2), 3=-850(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1441/1360, 2-3=-1454/1381, 34=0/34 BOT CHORD 1-5=-1215/1332, 3-5=-1215/1332 WEBS 2-5=-518/654 JOINT STRESS INDEX 1 =0.41, 2=0.56, 3=0.41 and 5=0.36 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf; Catego ll; Exp C; partially; MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstandir g 611 Ib uplift at joint 1 and 850 Ib uplift at joint 3. 4) Girder carries hip end with 5-0-0 end setback 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54,24=-54,1-3=-30 Concentrated Loads (lb) Vert: 5=490(F) Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21435 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 Warning -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE ■ R a This design is based only upon the parameters shown for an individual building component that is installed and loaded v rtically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the I Bull".141101 0 responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general g jidance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, ! (''1 h 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Fir "�' �"�' i rCw„`t' Source 5-0-0 in (loc) I/defl Ud 0.07 1-5 >999 240 -0.07 1-5 >999 180 -0.02 3 n/a n/a 3 3x6 = PLATES GRIP M1120 249/190 Weight: 36 Ib BCING T P CHORD Sheathed or 5-3-5 oc purlins. B T CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. REACTIONS (Ib/size) 1=639/Mechanical, 3=784/0-3-8 Max Horz 1=-120(load case 5) Max Uplift 1=-611(load case 2), 3=-850(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1441/1360, 2-3=-1454/1381, 34=0/34 BOT CHORD 1-5=-1215/1332, 3-5=-1215/1332 WEBS 2-5=-518/654 JOINT STRESS INDEX 1 =0.41, 2=0.56, 3=0.41 and 5=0.36 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf; Catego ll; Exp C; partially; MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstandir g 611 Ib uplift at joint 1 and 850 Ib uplift at joint 3. 4) Girder carries hip end with 5-0-0 end setback 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54,24=-54,1-3=-30 Concentrated Loads (lb) Vert: 5=490(F) Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21435 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 Warning -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE ■ R a This design is based only upon the parameters shown for an individual building component that is installed and loaded v rtically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the I Bull".141101 0 responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general g jidance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, ! (''1 h 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Fir "�' �"�' i rCw„`t' Source [1 m pr m (o 7 t9 A (O b m fD n t9 m 3 M V A V w O to m 7D0 Z 53 Q; 0 a 7 Q C (D 0- Q. c o Q. n !] n Q Q. c � a� -00 V o_ 00 ' (7 (D 3-0 N aD �. O Q 0 Q C rnl RV k r I (D n (D Q o Q O 07 � N 0 (D X Q (D .n 06 o Q c Qw N 3 (D Q 3 r m M D c W ha4 x m y N m X00 � � Q 06 0 3 N 3' 0 .O Q O C((DDA � � X ° a O Q M. =;r 0 3 �3Q Q O O. (DO Q Q P o O r^i V 10 0 o, W 10 a V � D F) `0 W o V 1 N M C) a (^� C. V 0 Z m ym 0 r n m 0 v0 m 'O 0 < < H � m A T iZ) O r O A =z (D 0o TIC m10 L n x O A co D Zl m Z T m Z o n > 3- O 3 caw 7 0 � O CA O 00 n O 7o -�� °3 0� Qmm (�� :E �•� Q 0 n O 00� cn0 �p� oD .�O (QDo (D(Dfl QM -. 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Q O O (o O o•QO 0 � (D 0 00 X 3 E; 3 Q u Q- :E n � I+ � C ID (D (D S Q �ZF• Nm (D D- o(D0�y. .a (T �3 _ OO <04 (D _0 (D0c (D Q N Io p o9 3 n O QO < Q (D (D Q (Q' Q O (D Q N Q �� p Q (Q Qc -0 ((DD (Q' Q 3' n 0 Q O C N y Q. Q Z3 3 O 7 Q Q p 0 O 0 !�, (D Q - Q (D (D 3 3 Q Oq 5', n ' Q (� Q 3 -O (D O �O (D Q Q• Q N O O 0' 3 Z C 3 crM N M T Q Q, 3� 0 N M 0 O V, O 0 M M 0 * M 00 `a ^y c a^ ai it C MN 0 Z 0 T m N V OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05- 0031281 Date 12/08/05 Property Address . . . . . . 110E IDEL CT Tenant nbr, name . . . . . . NEW SERVICE 150AMP Application description . . . EL TRIC ONLY Property Zoning . . . . . . . TO UPDATED Application valuation . . . . Owner Contractor ------------------------ ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 ------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 95.00 Plan Check Fee .00 Issue Date . . . . 9/21/05 Valuation . . . . 0 Expiration Date . . 3/21/06 Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 95.00 95.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 95.00 95.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF Af I'LANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. I BUILDING OFFICIAL OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031615 Date 11/11/05 Property Address . . . . . . 1108 SCHEIDEL CT Tenant nbr, name 1 C/U 1 A/H Application description MEC ICAL ONLY Property Zoning . . . . . . . TO DIE UPDATED Application valuation . . . . 0 Owner ------------------------ Contractor ------------------------ OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD. NEPTUNE BEACH FL 32266 -------------------------------------- (904) 249-8251 Permit . . . . . . MECHANICAL PERMIT ----------------------------------- Additional desc . . Permit Fee . . . . 71.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 5/11/06 Fee summary ----------------- Charged Paid Credited Due Permit Fee Total ---------- ----------- 71.00 ---------- ---------- 71.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 71.00 71.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF A BUILDING CODES. BUILDING 10tFICIAL BEACH ORDINANCES AND THE FLORIDA Nov 11 05 08:45a Ocean State A/C 904-249-8949 1W CI'T'Y OF ATLANTIC BEACH 1flzy MECHAN'XG L PERMIT APPLICATION ti=p ate: W- � -� _ Property Address: Owner:a- 5'�.l�lei, Contractor' �Ct�7, {f J_ f — Contractor Address: j� 1tc�t�i�g�u Contractor Sipatur Lo wnsidcration of permit b en £or doin de d "' d1C above st wide the attached plus and pc6ficatiorrs whi are a pari herea order and raCticc listed therein. --- Type ofHettting Fuel: AF Electric ❑ Gas: —LP _Natural _Celtral Utility ❑ Oil ❑ Other - Specifv ME, CHAANTCAL EQUJPNMNT TO ISE INSTALLED V licat _ Space _Recessed x Cenral _ Floor 14 Au Conditioning: _ Rtxrin 4 Ccntrut � ❑ Duct System: Material �_&l7T'welmess Mammum capacity I -l9cOd _c5m 0 'Refrigeration O Cooling Tower: Capacity --gpm ❑ Fire Sprinklers: Number of Heads Li Elevatur._ I�Manlift Escalator (Mirnher) ❑ Gasoline Pumps (Nuruber) ❑ Tanks (Number) ❑ LPG Containers (Number) 0 Unfired Pressure Vessel U Hollers ❑ Gaa Piping O Other - Specify Telepbnne #: Telephone f / Fax merit. we heMblr 39rCC to {>Crforn' said wort; in uucordance with the'City orAtiantit;Dcach urdiumuec and sundards of if other consmrction is being done un ilii . building or site, list tate buildiltg permit number: 05--,30f03 1 NATURE OF WORK {5. Residential ❑ Commercial ❑ New Building ❑ ExistingBuilding 0 Replucuienr ofExistiug Sys'tenl Jed New installation (No system previously installed) 0 Extension or Add-ott to Existing Systcm ❑ Other - Specify AIR CONIIf1'IONING, ItYT+R1GEIUVION EQU1P'M Mr & CONDYNSOI 'S Numbs Units Description Model q anufaca HEATING — I> MNACES, BOILERS, I* MPLArr'c & AIRHLI,Rs DeriptioMolN Numbcr Unit. anuracturc I Ak rxi8 P070 (I ger Approving Ton's Agency 02.0 (tk Approving BTU's Agawy NKS _. l,onninal Capacity ')'ype LiquidWU i -tow Many do Dimensions Contained _ f onufacturer No. 800 Seminole Road • Atlantic Bea* Florida 32233-5445 Approving p.3 CITE' OF ATLANTIC ]REACH 1' MECHANICL PERMIT APPLICATION Date: lf/� 0-!r Property Address: 116g 5e-Aeie Owner: e? p t Telephone #: Contractor i4c Telephone Contractor Address: l� %tLT)f$�tr�%' .,�il Fax Contractor Signatur In consideration of permit g' en for doing de bed in the above statement, we hereby agree to perform said work in accordance with the attached plans and pecifications whi are a part hereo ccordanc with the'City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: 4 Electric ❑ Gas: _LP —Natural _Central Utility ❑ Oil ❑ Other — Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK V Heat_ Space _Recessed X Central —Floor � Residential 10 Air Conditioning: Room 4 Central ❑ Duct System: Material( Eva a Thickness I ❑ Commercial Maximum capacity_j, , 000 cfm ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity ;pm ❑ Fire Sprinklers: Number of Heads ❑ Existing Building ❑ Elevator: Manlift Escalator (Number) ❑ Replacement of Existing System IDGasoline Pumps (Number) ❑ Tanks (Number) J9f New Installation (No system previously installed) ❑ LPG Containers (Number) ❑ Unfired Pressure Vessel ❑ Boilers ❑ Extension or Add-on to Existing System ❑ Gas Piping ❑ Other - Specify ❑ Other — Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton' s Agency HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # Manufacturer BTU's Agency rX TANKS Nominal Capacity Type Liquid FAYF P7,, Serial Approving How Many & Dimensions Contained M ufacturef' ]de�.....w. Agency 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • htt ://www.ci.atlantic-beach.fl.us Revised 1/04 t Application Number . . . Property Address . . . . TendnL nbr, name . . . . Application description . Property Zoning . . . . . Application valuation . . CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 05-00030974 1108 SCHEIDEL CT 13 FIXTURES PLUM13ING ONLY TO BT UPDATED 0 Date 8/12/05 Owner Contractor BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 ---------------------------------------- ----------------------------------- Permit . . . . . . PLUMBING PERMI Additional desc . . Permit Fee . . . . 126.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged ----------------- ---------- Permit Fee Total 126.00 Plan Check Total .00 Grand Total 126.00 Paid Credited Due ---- ----- ---------- ---------- 26.00 .00 .00 .00 .00 .00 26.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF A BUILDG CODES. BUILD G OFFICIAL BEACH ORDINANCES AND THE FLORIDA f S 1'%J!JV ttl CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: ��I -2--/d V Property Address: //OL�-- Owner:— S -19c A ArT4?- Telephone #: 2 Z22 Contractor: Ift fiCA'P— aLNtze, Telephone #: A 3 -!q 01+ Contractor Address: 1 Fax #:� y� In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type:/ If other construction is being done on this building or site, L/ New list the building permit number: ❑ Re -Pipe Number of Fixtures: Showers 1 Shower Pans Bath Tubs Closets 1 Urinals Dishwashers 1 Disposals Water Floor Drains 2 Lavatory Water Heaters ` Sewer Fees Permit Issuing Fee: $35.00 Total Fixtures: 1-2 X $7.00 + $35.00 800 Seminole Road • Atlantic Beac , Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • ttp://www.ci.atiantic-beach.fl.us Revised 1/04 Showers Shower Pans Sinks Urinals % Washing Machine Water Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: 1-2 X $7.00 + $35.00 800 Seminole Road • Atlantic Beac , Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • ttp://www.ci.atiantic-beach.fl.us Revised 1/04 Application Number . . Property Address . . . Tenant nbr, name . . . Application description Property Zoning . . . . Application valuation Owner ------------------------ BEACHES HABITAT OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 05- 0030803 110E SCHEIDEL CT NEW DUPLEX TWO FAMILY RESIDENCE TO JE UPDATED 40000 ---------------------------------------- Permit . . . . . . BUILDING PERM] Additional desc . . Permit Fee . . . . 230.00 Issue Date . . . . ---------------------------------------- Other Fees . . . . . . . . . CIT`. 3NSTRUCTION SURCHARGE CAP] E RADON SURCHARGE ST C R IMPACT FEES AB C R IMPACT FEE S TAI R CONNECT/METER ONLY SEWF R CROSS CONNECTION WATE .00 WATE Grand Total WATE Date 8/11/05 Contractor ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241 -1222 ------------------------------------ Plan Check Fee . . 115.00 Valuation . . . ------------------------------------ . 40000 RADON SURCHARGE .30 rAL IMPROVEMENT 325.00 3NSTRUCTION SURCHARGE 5.58 3NSTRUCTION SURCHARGE .62 E RADON SURCHARGE 5.89 R IMPACT FEES 1250.00 R IMPACT FEE 410.00 R CONNECT/METER ONLY 85.00 R CROSS CONNECTION 35.00 Fee summary ----------------- Charged Paid Credited Due Permit Fee Total ---------- 230.00 ---------- 230.00 -------------------- .00 .00 Plan Check Total 115.00 115.00 .00 .00 Other Fee Total 2117.39 2117.39 .00 .00 Grand Total 2462.39 2462.39 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILDING CODES. BUILD OFFICIAL BEACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEACIf h ; PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane - Atlantic Beach, Florida 32233 !tic (904) 247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application #-.... 05 - 50 O� Property Address: i [ Applicant: Project:) t lkYour application is approved as / , Final application approval must ❑ Your permit application has been reviewed and the following items need attention: UL t -' -r P _ noted by the Public Utilities Department. ome from the Building Department. by the Public Utilities Department Gl.�!-TL�2 t CZ✓ SCYlc/fGc SCS Ea .. Please submit these requirements to the Public U Atlantic Beach, FL 32233 in order that we can approve questions, please call (904) 247-5834. Rem ed b Donna Kaluzniak, Public Utilities Direclor ities Department, 1200 Sandpiper Lane, your application. If you have any Date C Signature Contractor Notified Date CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPA TMENT D. Ford 800 Seminole Road L Higgins Atlantic Beach, Florida 32233 oe (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS AM Permit Application #rte- - ' Property Address: t -t L Applicant: 46L I -r?V-r Project: 7Djp[.F,� This permit application has been: ❑ Approved ❑ Reviewed and the following items need attention: Please re -submit your application when these item have been completed. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEAC14 BUILDING / ZONING DEPA]kTMENT 800 Seminole Road Atlantic Beach, Florida 32233 (904) 247-5800 (904) 247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # C)S - Property Address: I Applicant: 61 Project: t'Ae This permit application has been: 0 Approved 1:1 Reviewed and the following mems need attention: Please re -submit your application when these Reviewed By: Date Contractor Notified: have been completed. Date: Cc: D. Ford L. Hi CITY 0FA.TI--;&--!T1C SIE'A"I'l, JUL 21 2005 E3'Yt 05 � 3080 � CITY OF ATLAkNTIC BEACH PERMIT CALCUIJATION SHEET r - Date:. 7 • �' S Address // /0 Heated Square Footage 2( G @ $ '1 2. 3 P per sq ft = $ ff 0 y Garage(, Shed 2 6 @ $ 3 IfG per sq ft = $ Carport / Porch ® @ $ per. sq ft = $ Deck @ $ per sq ft = $ Patio d —@$ per sq ft = $ TOTAL VALUATI N: $ S' 3 IFF 3L $� Total V luation 7 1st $ -' rxt=�`tP7 - Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + 1/2 Filing Fee $ FLOOD ZONE: v_ (d) Fireplaces @ $35.00 $ O IMPERVIOUS SURFACE: f-6 a BUILDING PERMIT FEE $ WA R IMPACT FEE $ SE R IMPACT FEE $ / 2,5-6 ✓ WAT R METER/TAP $ P,}' CAPI rAL IMPROVEMENT $ ? 2 ✓ C I r (X0 0y) SEWEIR TAP $- S fieri e r (G rl C (/z/6) RADON HRS .0050 $ SECTION H PAVING ( ) $ - 0 -- CRO S CONNECTION $ ,73-- ST SCAA G—, (�2 ,t) SURCHARGE $ O F ST Cor,sr. r R $ ir, GRAND TOTAL E: $ 1113/03 N C b On V fT SCC CSC CSC Ca C e 00 000 0 0 0 0 0 0 0 »s iaa ansa >aaa a a a �Aa sass caa aaaaas C Z tl�tl e ::§��iiii•• S, aa�•�i m can a � 514 . g gOg Qa �i s d Ol Q n PG p CCC2C eC&a SS 00000 0000 00 arias s»a KC -< 0 o b z >z zo d -q d > n nm V� x °z � o m a ' tj n tt1 "j M x �; ♦ fA lr ' a aa�sosaaaa OZ ;oor_oazz z s aas aaa as �!`\\ y�\ I � \ 3O0oseO 40 0 >* >Z >Z zzzzzZ Z zZZz>ZZZZZZ >-Z 5z; zz Z a» »a a>a sass>a a a'aaa>aaa>a >aa>aaa as > a aaaaaaaaaaa aaaa z zz �Zzzzzzz zzzz z aziz>Zaxx>Z5aE` >7 -- >-Z S W N x z z z a a a ? a> x a az > a>z -xn-^ Md n cos8 " nmb � m ^� ; y. 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N Kr j W N r y W N r y y ��jT G 00 ' Wy N N C7 ..• rte'^ w � m `S f('� ^tlG w n�ff � � -90 0 S � •o S'o5o ��^:t.�L' o �u� ? a9 �� r�•n• �3S fmjn TS QI- 7iii LjtltlOSSlyt w � w w K a `KaK K aK aK{h K{ K aK K K K K KaaKKa KK { aK K{ as z,`z xz\ z �zzzzzzzz z�OZxzxx xz a a>Aa » » »»>>Zssa> iaa>aa as OI U o n2, 0� `oma �• � 6•lao �o �3R.oggo•4S oa3 na g 0.S n °Big " ° T° Hip yet � $, � •.° w £' i! �• �b w,O -a w « 8. ��^p^ S°•m53 3 3 8w00• N T w aaaaa as aaaaaaaa s a s a a zzZZZZ zxzx zxZ z >. i>aaa » as aaaaa > >z` >z ;z WATER IMPACT FEIN WORKSHEET ADDRESS: old 0' GKN r.(JE c_ /3-w off6 us c. DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commierciai 3 Automatic clothes washers, residential 2 j 2 Bathroom group consisting of water closet, lavatory, _ Bidet, and bathtub or shower g Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fount n -n make Y2 Floor drains 2 Hose bib. I 1 Z _- Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 7Va (-- 2 � Laundry tray (1 or 2 comparbTmts) 2 Lavatory P 1 Shower com artrnent, domestic 2 Sink 2 Urinal 4 Urinal, l gallon per flush or less 2 Wash sink circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation g TOTAL NUMBER OF UNITS= , MULTIPLIED X 20 _ TOTAL $ '//8 a, x CITY OF ATLAN BUILDING PERMIT (FOR NEW SINGLE FAMIL DUPLEX CONST Job Address:_ 1108-1110 Scheidel Court (duplex — condominit Owner of Property: Beaches Habitat Legal Description: Block Number: Scheidel Ct.. `Tract A' Uni Contractor: Beaches Habitat Contractor's Address: 1671 Francis AvP AtInntir Raarh Fr Telephone: (904) 241-1222 F Describe proposed use and work to be done: construct residential Present use of land or building(s): vacant land Valuation of proposed construction: $80,000.00 Is approval of Homeowner's Association or other private entity Will this project involve changes in elevation, site grade or any use of f ❑O. Applicant certifies that no change in site grade or fil YES. See Step 2 below. Approval of the Public Works De Permit. See attached Sub Prelim Plat Revic ❑ NO. Applicant certifies that no trees will be removed for VYES. Removal of Trees will be required for this project. ' Removal Permits to be reviewed by the Tree Conser Tree permit approved on 12/21/04. Procedure: In order to expedite issuance of permits, please follow all Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the pro contact the Planning and Zoning Department at 904-247-5 Property Appraiser's Real Estate Number available. 'IC BEACH ►PPLICAT19N, RESIDENCtAND UCTION) Date: 7/20/05 _ Telephone: (904) 241-1222 Lot Number: Zoning District: License Number: No If yes, please submit with this application. material or the removal of any trees? material will be used on this project. artment is required prior to issuance of a Building Permit. its project. ?.EE REMOVAL PERMIT IS REQUIRED. Tree ation Board, which meets two times each month. and provide all information as appropriate. construction. If you are unsure of this information, please In order to correctly verify zoning designation, please have STEP 2. Contact the City of Atlantic Beach Department of Public rks to determine if a pre -construction or post -construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904)247-5834. STEP 3. Submit Tree Removal Application if trees are to be removed STEP 4. Please submit Building Permit Application, Energy Code Fos, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of constructi plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, L 32233, Telephone: (904) 247-5826. 800 Seminole Road — Atlantic Beac , Florida 32233-5445 Page 1 Telephone: (904) 247-580 — Fax:: (904) 247-5845 http://www.ci.atiantic-beach.fl.us Revised 1/14/03 In addition to construction and engineering detail, plans must contain the f being performed. Scale of drawings should be sufficient to depict all requ. 1. Current survey showing the property boundary with bearings and dist 2. Location of all structures, temporary and permanent, including setbac Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre -construction toI 4. Any significant environmental features, including jurisdictional wetla 5. Impervious Surface area calculations: include driveways, sidewal may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all infgpnation provided with this application is correc Signature of owner: wing information as appropriate for they type of work information in a clear and legible manner. es and the legal description. building height, number of stories and square footage. -apmcai survey. , CCCL, natural water bodies. patios and other Impervious Surfaces. Swimming pools Date: 7 h'a /dr - I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting permit does not presume to give authority to violate or cancel the provisions of any federal, state oz local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of constructior ` of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that d e plans and supporting data have been or shall be provided as required. Signature of Contractor: Address and contact information of person to receive all Mailing Address:_ 1671 Francis Ave.. Atlantic B Telephone: (904) 334-2278 AS TO OWNER: Sworn to and subscribed before me this o� �day of State of Florida, County of Duval Notary's Signature:G YpV'P'' • JEANNE M. SHAW Personally known MY COMMISSION # DD 435986 EXPIRES: May 31, 2009 Produced identificati� Bonded Thru Notary Public Underwriters Type of identification AS TO CONTRACTOR: r Sworn to and subscribed before me thisday of �+ State of Florida, County of Duval •ir*'! e6'•• JEANNE M. SHAWNotary's Signature:G_ MY COMMISSION # DD 435986 Personally known EXPIRES: May 31, 2009 '%?ofh�".•` Bonded Thru Notary Public Underwriters Produced identification Type of identification p Date: 7A_ -,>/,O f this application (please print). E -Mail: 20 5-, uced _ a�( ,/ U C_ 54.4103• D 20. F 9Ll 0 � � � ' Sz-f • �4 t„ 3- � 800 Seminole Road — Atlantic Beac , Florida 32233-5445 Page 2 Telephone: (904) 247-580 — Fax:: (904) 247-5845 t http://www.ci.atiantic-beach.fl.us Revised 1/14/03 Application Number . . . Property Address . . . . Tenant nbr, name . . . . Application description . Property Zoning . . . . . Application valuation . . Owner ------------------------ BEACHES HABITAT 04- SCH SUB TO ---------------------------------------- Permit SUB. PRELIM. P Additional desc . . Permit Fee . . . . 250.00 Issue Date . . . . Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 D100067 Date 12/09/04 IDEL CT FINAL ENGINEERING PLAN RE PRELIM PLAT REVIEW UPDATED 0 Contractor ------------------------ CONNELLY & WICKER INC.(ENG) ATLANTIC BEACH FL 32233 (904) 249-7995 ------------------------------------ -jAT REVIEW Plan Check Fee . Valuation . . . Charged P id Credited Due 250.00 50.00 .00 .00 .00 .00 .00 .00 250.00 50.00 .00 .00 PERMIT' IS APPROVED ONLY IN ACCORDANCE WITH ALL Cn'Y BUILDING CODES. BUILDING OFFICIAL A"I'LANTIC BEACH ORDINANCES AND THE FLORIDA f IUL eea r: CITY OF ATLAN IC BEACH BUILDING PERMITPPLICA ISN (FOR NEW SINGLE FAMI RESIDENCE AND DUPLEX CONSTRUCTION) i Date: 7/20/05 Job Address: 1108-1110 Scheidel Court (duplex — condominiu6 Owner of Property:Beaches Habitat Address: 1671 Francis Ave. Atlantic Beach FL 32233 Telephone:(904) 241-1222 Legal Description: Block Number: Scheidel Ct. `Tract A' Units 3 4 Lot Number: Zoning District: Contractor: Beaches Habitat Stat License Number: Contractor's Address: 1671 Francis Ave. Atlantic Beach FL 322 3 Telephone: (904) 241-1222 Fax 904 241-4310 Describe proposed use and work to be done: construct residential duDIex Present use of land or building(s): vacant land Valuation of proposed construction: $80,000.00 Is approval of Homeowner's Association or other private entity req ired? No If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of f ❑ X O. Applicant certifies that no change in site grade or fil IF( YES. See Step 2 below. Approval of the Public Works De Permit. See attached Sub Prelim Plat Revie ❑ NO. Applicant certifies that no trees will be removed for [YES. Removal of Trees will be required for this project. ' Removal Permits to be reviewed by the Tree Conser Tree permit approved on 12/21/04. Procedure: In order to expedite issuance of permits, please follow all Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the contact the Planning and Zoning Department at 904-24 Property Appraiser's Real Estate Number available. I material or the removal of any trees? material will be used on this project. artment is required prior to issuance of a Building Permit. his project. ZEE REMOVAL PERMIT IS REQUIRED. Tree ation Board, which meets two times each month. and provide all information as appropriate. construction. If you are unsure of this information, please In order to correctly verify zoning designation, please have STEP 2. Contact the City of Atlantic Beach Department of Public rks to determine if a pre -construction or post -construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904)247-5834. STEP 3. Submit Tree Removal Application if trees are to be removed STEP 4. Please submit Building Permit Application, Energy Code Fos, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of constructi plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, L 32233, Telephone: (904) 247-5826. 800 Seminole Road — Atlantic Beac , Florida 32233-5445 Page 1 Telephone: (904) 247-580 — Fax:: (904) 247-5845 http://www.ci.atiantic-beach.fl.us Revised 1/14/03 In addition to construction and engineering detail, plans must contain the being performed. Scale of drawings should be sufficient to depict all reqs 1. Current survey showing the property boundary with bearings and dis 2. Location of all structures, temporary and permanent, including setba Identity any existing structures and uses. 3. If required by the Department of Public Works, a pre -construction to 4. Any significant environmental features, including jurisdictional wetl; 5. Impervious Surface area calculations: include driveways, sidewa may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all mf ation provided with this application is cone Signature of owner: Leo_ � wing information as appropriate for they type of work information in a clear and legible manner. es and the legal description. building height, number of stories and square footage. -apnicai survey. CCCL, natural water bodies. patios and other Impervious Surfaces. Swimming pools Date: 7, h', 3 /fir I hereby certify that I have read and examined this application and know t e same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether sp cified herein or not. The granting permit does not presume to give authority to violate or cancel the provisions of any federal, state o local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of constructiot of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that t e plans and supporting data have been or shall be provided as required. Signature of Contractor: Address and contact information of person to receive all Mailing Address: 1671 Francis Ave.. Atlantic B Telephone: (904) 334-2278 AS TO OWNER: Sworn to and subscribed before me this day of State of Florida, County of Duval Notary's Signature:G Y JEANNE M. SHAW Personally known _.: MY COMMISSION # DD 435986 X • EXPIRES: May 31, 2009 Produced identificati/ as BondedThruNotary Public Underwriters Type of identification AS TO CONTRACTOR: r Sworn to and subscribed before me this e9�� day of State of Florida, County of Duval ti+'ry • ' t:= JEANNE M. SHAW Notary's Signature:l� MY COMMISSION # DD 435986 Personally known EXPIRES: May 31, 2009 BoMed Thu Notary Public Underwrites Produced identification Type of identification p FSO Date: 7//A T' this application (please print). E -Mail: 20 ucedU L- 0• (991-54.463• D , 20 OS. :ed _i IL 800 Seminole Road — Atlantic Bea* Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-5845 http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00100067 Date 12/09/04 Property Address . . . . . . SCHEIDEL CT Tenant nbr, name . . . . . . FINAL ENGINEERING PLAN RE Application description . . . SUB PRELIM PLAT REVIEW Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor BEACHES HABITAT CONNELLY & WICKER INC.(ENG) ATLANTIC BEACH FL 32233 (904) 249-7995 -------------------------- ----------------------------------- Permit SUB. PRELIM. PLAT REVIEW Additional desc . . Permit Fee . . . . 250.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged P 3id Credited Due ----------------- ---------- ---- ----- ---------- ---------- Permit Fee Total 250.00 250.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 250.00 250.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY BUILDING_CODES. BUILDING OFFICIAL � ATLANTIC BEACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTM 1200 Sandpiper Lane Atlantic Beach, Florida 32233 r lilt (904) 247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # pry- — 3ogc) Property Address: Applicant: Project: %; "-D Your application is approved as n( Final application approval must ❑ Your permit application has been 1 and the following items need atten Please submit these requirements to the Public Atlantic Beach, FL 32233 in order that we can a, questions, please call (904) 247-5834. Review,oby,�arper, P.E., Public Works Direct Signature Contractor Notified Date Et= 9 I by the Public Works Department. me from the Building Department. iewed by the Public Works Department n: Department, 1200 Sandpiper Lane, your application. If you have any L-)-- p Date 0 CITY OF ATLANTIC BEACH! =' PUBLIC WORKS DEPARTM '} 1200 Sandpiper Lane Atlantic Beach, Florida 32233 (904) 247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # r �C�80 Property Address: C Applicant: 5 Project: E Your application is approved as no Final application approval must ❑ Your permit application has been reviewed and the following items need attent � E C, E.. ; �;�'" E 0 _ SIT`! 0!= :TI_Ai�!?IC :BEACH NT ATL N JUL 21 2005 By3,1 T• �" I ed by the Public Works Department. come from the Building Department. by the Public Works Department on: Please submit these requirements to the Public Atlantic Beach, FL 32233 in order that we can a questions, please call (904) 247-5834. Reviewe by ck Carper, P.E., Public Works Director Signature Contractor Notified Date orks Department, 1200 Sandpiper Lane, prove your application. If you have any Date I Job Owner of Property: CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Legal Description: Block Number: Contractor: Beaches Habitat Contractor's Address: 1671 Francis Ave.. Atlantic Beach_ FI. Telephone: (904) 241-1222 F Describe proposed use and work to be done: construct residential Present use of land or building(s):_ Valuation of proposed construction: Is approval of Homeowner's Association or other private entity Will this project involve changes in elevation, site grade or any use of f ❑ X10. Applicant certifies that no change in site grade or fl] � YES. See Step 2 below. Approval of the Public Works De Permit. See attached Sub Prelim Plat Revic ❑ NO. Applicant certifies that no trees will be removed for [YES. Removal of Trees will be required for this project. ' Removal Permits to be reviewed by the Tree Conset Tree permit approved on 12/21/04. Procedure: In order to expedite issuance of permits, please follow all Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the pro contact the Planning and Zoning Department at 904-247-5 Property Appraiser's Real Estate Number available. Date: 7/20/05 Telephone: (904) 241-1222 Lot Number: Zoning District: License Number: .9 ? No If yes, please submit with this application. material or the removal of any trees? material will be used on this project. artment is required prior to issuance of a Building Permit. his project. ?.EE REMOVAL PERMIT IS REQUIRED. Tree ation Board, which meets two times each month. and provide all information as appropriate. construction. If you are unsure of this information, please In order to correctly verify zoning designation, please have STEP 2. Contact the City of Atlantic Beach Department of Public Vqorks to determine if a pre -construction or post -construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904)247-5834. STEP 3. Submit Tree Removal Application if trees are to be removed o># relocated. STEP 4. Please submit Building Permit Application, Energy Code Fos, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of constructi n plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, L 32233, Telephone: (904) 247-5826. 800 Seminole Road — Atlantic Bea , Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-5845 — http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail, plans must contain the fi being performed. Scale of drawings should be sufficient to depict all requi 1. Current survey showing the property boundary with bearings and dist 2. Location of all structures, temporary and permanent, including setbacl Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre -construction top 4. Any significant environmental features, including jurisdictional wetla 5. Impervious Surface area calculations: include driveways, sidewall may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all iinffation provided with this application is correc Signature of owner: TL s,p,� wing information as appropriate for they type of work information in a clear and legible manner. es and the legal description. building height, number of stories and square footage. -apmcai survey. CCCL, natural water bodies. patios and other Impervious Surfaces. Swimming pools Date: 7 I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether sp cified herein or not. The granting permit does not presume to give authority to violate or cancel the provisions of any federal, state ot local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of constructiot of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that tI e plans and supporting data have been or shall be provided as required. Signature of Contractor: Address and contact information of person to receive all Mailing Address: 1671 Francis Ave., Atlantic Beach Telephone: (904) 334-2278 Fax AS TO OWNER: Sworn to and subscribed before me this Adl day of State of Florida, County of Duval • JEANNE M. SHAW MY COMMISSION # DD 435986 EXPIRES: May 31 2009 pF F?p` Bonded Thru Notary Public Underwriters AS TO CONTRACTOR: Notary's Si Personally known Produced identificati/ Type of identification r - Sworn to and subscribed before me this d-05� day of State of Florida, County of Duval JEANNE M. SHAW Notary's Signature:,-'— MY ignature:GMY COMMISSION # DD 435986 Personally known EXPIRES: May 31, 2009 111 Bonded ThruNotary Public underwdtere Produced identification Type of identification p Date: 7/Z.%. f this application (please print). E -Mail: ,20 uced ri "/ U C_ O' C991 -54.46_:D • D , 20 6S. FS1AO•(99__�• "-463-D 800 Seminole Road - Atlantic Bea�h, Florida 32233-5445 Telephone: (904) 247-580 - Fax:: (904) 247-584 - http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 Application Number . . Property Address . . . Tenant nbr, name . . . Application description Property Zoning . Application valuation . Owner ------------------------ BEACHES HABITAT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 SPECTION PHONE LINE 247-5826 . . . 04-0 100067 Date 12/09/04 . . . SCHE DEL CT . . . FINAL ENGINEERING PLAN RE . . . SUB RELIM PLAT REVIEW TO Bt UPDATED 0 ---------------------------------------- Permit . . . . . . SUB. PRELIM. P Additional desc . . Permit Fee . . . . 250.00 Issue Date . . . . Contractor ------------------------ CONNELLY & WICKER INC.(ENG) ATLANTIC BEACH FL 32233 (904) 249-7995 ----------------------------------- ?kT REVIEW Plan Check Fee . . .00 Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ----------- ---------- ---------- Permit Fee Total 250.00 250.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 250.00 ,50.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY Of ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL NOTICE OF CONLMENCEIMENT State of 'L.O rR t i7,4 Tax Folio No. County ofya"',14 IL To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF CO1v MENCEI ENT. Legal Description of property being improved: SG Ne De i t;. A T,Q,h c T ' 1� ' U ti ITS, Y3 Address of property being improved: /f OH — I J 10 General description of improvements: �i r4 k I P C c 6.7— Owner: t -ey Address: 5 FSC, �Jr,►� -:Fi g int ��. Ft. 3,47 33 Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name: (kontractor: ?X.-c'�-ae-' Address: 167 J -73 Telephone No.: Fax No: r Zig/ Sri/0 Surety (if any) Address: Amount of Bond S Telephone No: Fax No: Doc # 2004350414, OR BK 12174 Page 590, Name and address of.any person. making a loan for the construction of the im Number Pages: 1 Filed & Recorded 12/06/2004 at 01:42 PM, Name: JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 Address: Phone No: Fax No: Name of person within the State of Florida,. other than himself, designat d by owner .upon whom notices or other documents may be served: Name: Address: Telephone.No: Fax No: In addition to himself, owner designates the following person to rece ve a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is. one 1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORD" 'S USE WNLY OWNER 'wed: ��'t"� Date: h�J��. this day of Dl-,-C-A, r, z �(in the County of Duval, State ri"', YVONNE M. CA EF 1Flon has person ly appeared MY COMMISSION # DD S blie at Large State of Florida, County of Duval. EXPIRES: J*29�g ssion ex Bonpir l ( ZoG 4 yr h Bonded Thm Notary Nub* Y Known: l — or .Produced Identificatio : !=L f .-677- J y y 3 0 CITY OF ATLAN IC BEACH FLOOD PLAIN DEVELOP ENT INFORMATION { Location: 1108-1110 Scheidel Ct., Atlantic Beach, FL 32233 Type of Development: Residential duplex Flood Zone: X k Required Lowest Floor Elevation: 12.90 If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate c f Occupancy will be issued until the survey is on file with the Building Permit. E COMMENTS: E F c Applicant Acknowledgement: I understand that the ssuance of this permit is contingent upon the above information being correct and that the plar s and supporting data have been or shall be provided as required. I agree to comply with all app icable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: 2d Date: Zj or Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030804 Date 8/11/05 Property Address . . . . . . 1110 SCHEIDEL CT Tenant nbr, name . . . . . . NEW DUPLEX Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO EE UPDATED Application valuation . . . . 40000 Owner Contractor ------------------------ BEACHES HABITAT ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 --------------------------------------- Permit . . . . . . BUILDING PERMIT ------------------------------------ Additional desc . . Permit Fee . . . . 230.00 Plan Check Fee 115.00 Issue Date . . . . Valuation . . . . 40000 Expiration Date . . 2/11/06 ---------------------------------------- i Fees . . . . . . . . . CIT RADON SURCHARGE .30 CAP TAL IMPROVEMENT 325.00 ST ONSTRUCTION SURCHARGE 5.58 AB CONSTRUCTION SURCHARGE .62 STATE RADON SURCHARGE 5.89 SEWEIR IMPACT FEES 1250.00 WATER IMPACT FEE 410.00 WATER CONNECT/METER ONLY 85.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due Permit Fee Total 230.00 230.00 .00 .00 Plan Check Total 115.00 115.00 .00 .00 Other Fee Total 2117.39 117.39 .00 .00 Grand Total 2462.39 462.39 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILD G CODES. BUILDING OFFICIAL BEACH ORDINANCES AND THE FLORIDA C17 OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030803 Date 8/11/05 Property Address . . . . . . 1108 SCHEIDEL CT Tenant nbr, name . . . . . . NEW DUPLEX Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 40000 Owner Contractor BEACHES HABITAT ------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- (904) 241-1222 Permit . . . . . . BUILDING PERMI Additional desc . . Permit Fee . . . . 230.00 Plan Check Fee 115.00 Issue Date . . . ---------------------------------------------------------------------------- . Valuation . . . . 40000 Other Fees . . . . . . . . . CIT RADON SURCHARGE .30 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 5.58 AB CONSTRUCTION SURCHARGE .62 STATE RADON SURCHARGE 5.89 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 410.00 WATER CONNECT/METER ONLY 85.00 WATER CROSS CONNECTION 35.00 Fee summary ----------------- Charged Paid Credited Due Permit Fee Total ---------- 230.00 ---------- -------------------- 230.00 .00 .00 Plan Check Total 115.00 115.00 .00 .00 Other Fee Total 2117.39 2117.39 .00 .00 Grand Total 2462.39 2462.39 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILDING CODES. i BUILD OFFICIAL BEACH ORDINANCES AND THE FLORIDA kTki ; Beaches Habitat for Humanity of the Ja July 20, 2005 Mr. Rick Carper Public Works Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Rick, Attached are items relative to our Building Court: abitat nville Beaches, Inc. application for 1108-1110 Scheidel 1. A copy of the Site Plan is attached. This 40cum our erosion and sediment control plan. 2. Impervious calculations are as follows: a. Total square footage of lot = 4,096 b. Total impervious square footage =i 1,960 i. Slab = 1,360 sq ft ii. Walks and drive = 600 sq c. Percent impervious = 47.9% shows planned drainage and Please give me a call if you require any additional information. Sincerely, Paul Finley Construction Manager 904.334.2278 : P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241-1222 Florida Erosion and Sediment Control Inspector's Manual FIL MAI SPACING OF POSTS TO BE 6-10 FEET APART 2 FEET (mw BACKFILLED TRENCH FILTER FABRIC MATERIAL SECURELY FASTENED TD THE P01 DR QF USED) THE VIRE M24 E FABRIC MATERIAL MIST SMW SOF FILTER TEEL PM T MTD A MCH AND BE M[iiXD VITH C"ACTED SK)TILL MATERIAL 10 rocs omo FABRIC FOR ADDITIONAL STRENGTH. FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6 -INCH (MAX) MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS ATTACHING TWO SILT FENCES Plate 4.06d Installing a Filter Fabric Silt Fence Source: HydroDynamics, Inc. FTPET� FF 1Z �.►^ INMM R{ DO POST ff THE rw FEACE R7fATE BJTH PCSTS AT LElST 1® 03i;�5 N A C> OrnSE D>aZra M OVATE A TDiT SFaL WNH TWE FARM MATERIAL OPV=E + ff ROC" WATQB ■ t l G VE WMI PMTS AEOUT 18 N6 NTD THE GROLT NC 8 RY FLAP 4-28 Chapter 4 - Best Management Practicac fnr Frnsinn mnri Cnrlimmn+ (`nn+rni EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT PONDING HT. I PONDING HT. STEEL OR FILTER FAMIC. WOOD POST ATTACH URELY' 36" HIGH MAX TO UPSTREAM SIDE OF PC ST. "..RUNOFFRUNOFF a11 Asx STANDARD DETAIL TRENCH WITH NATIVE BACKFILL NOTE: I. INSPEC STORM E NECE55.4 2. REMCr TO AN A 5EDIMEN 5TABILIi 3. SILT P CONTOUF Plate 4.06e Silt Fence Source: Erosion Draw 4-29 ALTERNATE DETAIL TRENCH WITH GRAVEL T AND REPAIR FENCE AFTER EACH VENT AND REMOVE 5EDIMPNT WHEN Ry. /ED 5EVIMENT SHALL BE DEP051TED ¢EA THAT WILL NOT CONTRIBUTE r OFF-51TE AND CAN 5E PERMANENTLY EP. ENCE 5HALL BEE PLACED ON 5LOM 5 TO MAXIMIZE PONDING EFFICIENCY. tK co o V \� k - � E 1 C,v 4? lb O`er /O� 4 � �� SF '. 213 LF OF 18" HDPE ® 0.10% -'-IZ61 + 00 O c QO U O/ Y 4' ° e �. .a', a a" a a• ..y Nit- a " V '/ Air QQ b " \ 99 CF OF 18" 4 DOPE ® 0.10. 45 #1108 Q Yo #1106 � �. I \ S 'AO STOF FF A�F�R \ CDU LEX I— C, f 12 F.F.E. 12. 90 #1104 \ 6 J ----- --- CONCRETE -,-URB SILT FENCE EXIST. SANITARY MANHOLE A-1 � OUND 4"X4" C N RIM -= 11.02 ,r CONCRETE INV. NL 84 (6 PVC' MONUMENT INV. NE= .04 (6" OR 8" CLAY) (LB MEN INV. E=l 0 (10" OR 12" CLAY) (L LF OF 24" INV. SE= .15 (6" OR 8" CLAY) 58 INV. W=l 3 (12" CLAY) . I Wu Dl ONETORY F.F.E. DU LEX F.F.E. 12.80 i A a I � 2+00 � Qlco \-34 LF OF 1 _ HDPE ®0.1 SCHEIDEL C UR 3TS Ub FOOT SET-RArK b } �. t ar # Q Ld \ / a m Q fn CONCRETE CURB 4 4A R LINE ". 4 I �� _ O ®. a a 424 d .� .'14.65,KA d ,e Q Q m P U D✓ QZ #1116 #1118 \8 Q A a I � 2+00 � Qlco \-34 LF OF 1 _ HDPE ®0.1 SCHEIDEL C UR 3TS CN C'4 b } �. t ar # Q Ld \ / a m Q fn CONCRETE CURB 4 4A W Q W _ O ®. a U Lu L-WLL- r— R Q Q m i U D✓ QZ #1116 #1118 \8 Q #1110 #1112 #1114 >> 8 tY TWO TORY DU LEX 901F.F.E. 12.60 1_ Ln O O N N o lym W Ll- I— F— W Q Z 0 V) TWO STORY DUPLEX F.F.E. 12.40 O SF- -----x x x �— __ 7'05'30" w 400.00' 1 o — --. CN C'4 b } �. t ar # Q Ld \ / a m Q fn CONCRETE CURB W Q W _ O m U Lu L-WLL- r— }I Q Q m i U D✓ QZ #1116 #1118 \8 Q TWO STORY DUPLEX F.F.E. 12.40 O SF- -----x x x �— __ 7'05'30" w 400.00' 1 o — --. fn CONCRETE CURB }I Q Q i U D✓ D lw GEARING HEIGHT 5GHEDULE 0 61-1/811 S V ~O • t� �' c3s b 1'� • , O4- bD `►• bD NS3 tE5 : � . .. 1 ER TO HIB �(RECOMMENDAT(ON5 FOR V3 i IDLING IN*gLLATION AN'D TEMPORARY BRACIN N fR i0 EN EKED DRAWINGS FOR PERMANENT A By ING REQ D jl^^ • "' ,) AL1 TRU55E5 (INCLUDING TRU55E5 UNDER VALLEY FRAMING) MU5T BE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE BRACING REQUIREMENT5. 3.) ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. 4.) ALL TRU55E5 ARE PE516NEP FOR 2' a.c. MAXIMUM 5PACIN6, UNLE55 OTHERW15E NOTED, 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE GON51DERED TO BE LOAD BEARING, UNLE55 OTHERW15E NOTED, 6.) 5Y42 TRU55E5 MU5T BE INSTALLED WITH THE TOP DENG UP. 7,) ALL ROOF TRU55 HANGER5 TO BE 51MF50N HU526 UNLE55 OTHERWISE NOTED. ALL FLOOR TRU55 HANGER5 TO BE 51MP50N THA422 UNLE55 OTHERW15E NOTED. B.) BEAMIHEADERILINTEL (HDR) TO BE FURN15HED BY BUILDER. Builders . FirstSource Gunnell PHONE: 386-437-334q FAX: 386-437-3gg4 Jacksonville PHONE: 1104-772-6100 FAX: 1104-772-1g73 Lake City ?HONE: 356-755-6894 FAX: 306-755-7873 Sanford -' - PHONE: 407-322-005q FAX: 407-322-5553 JW ( HADITAT GEAGHE5 E6AL ADDRE55: LOT 1108-1110 5GHEIDEL GT. WDEL E 5 _2 -STORY DUPLEX AIN Y: 00 06/17/05 JDH J118863F Lake City PHONE: 306-755-68g4 FAX: 356-755-7g73 Sanford 10-0-0 PHONE: 407-322-005q FAX: 407-322-5553 HAGITAT GEAGHE5 HAL APPE155: 1108-1110 5CHEIPEL GT. M OVEL: EV15 N: 1LOT 2 5TORY DUPLEX M=NT5 DATE: N Y; 001 : 06/17/05 JDH J118863F 0 0 40-0-0 1q-10-0 1q-10-0 G F -KW F04 F05 F05 F02 F01 o F01 N F 0 4-0-0 (4) F F -KW 0 F -KW 10-0-0 _ 20-0-0 40-0-0 F -KW F07 T100 F -KW f 0 0 v 0 N 0 4-0-0 o 40-0-0 1q-10- F04 11-5-8 F04 F05 F05 F02 F01 F01 F01 111 F -KW T100 F -KW 20-0-0 40-0-0 F -KW F -KW Bam M uIRAFUN 0 FirstSource Project Information for: J118863F Builder' Beaches Habitat Address: 1108 & 1110 Scheidel Ct. Atlantic Beach, FL County: Duval Truss Count: 12 Design Program: MiTek 20/20 5.2 Truss Design Load Information: Gravity: Wind: Roof (psf): 42.0 Wind Standard: ASCE 7 Floor (psf):55.0 Wind Speed (mph): 120 Note: See the individual truss drawings for special loading conditions. Building Code:FBC2001 Engineer of Record: Lawrence A. Paine, PE Florida P.E.1 License No. 21475 Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Truss Design Engineer: Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource - Florida, LLO Address: 6550 Roosevelt Blvd. Jacksonville{, FL 32244 Notes: 1. Determination as to the suitability of these truss components for t designer/engineer of record, as defined in ANSI/TPI 1-1995 Secti 2. The seal date shown on the individual truss component drawings 3. The loads indicated on all referenced girder trusses are consister provided by Builders First Source-Jacksonville,FL and dated 06/1 and basic load parameters/design criteria are to be reviewed and Otherwise, the Truss Design Engineer's responsibilities are limite # Truss ID Dwg. # Seal Date 1 F01 J1274157 10/22/04 2 F02 J1274158 10/22/04 3 F04 J1274159 10/22/04 4 F05 J1274160 10/22/04 5F0g J 1274161 10/22/04 6 F07 J1274162 10/22/04 7 F08 J1274163 10/22/04 8 F09 J1274164 10/22/04 9 F10 J1J74165 10/22/04 10 F11 A 7418g6 10/22/04 11 F -KW J1274167 10/22/04 12 T100 J1274168 10/22/04 2005 structure is the responsibility of the building 2.2 lust match the seal date on this index sheet. with the truss placement plan numbered J118863F 12005. Loads applied by non -truss elements pproved by the Engineer of Record/Building Designer. as stated in Chapter 2 of ANSI/TPI 1-1995. t Job Truss Truss Type Qty Ply PLATES GRIP i Plates Increase 1.25 TC 0.37 Ven(LL) -0.00 2 >999 240 J1277184 TCDL 7.0 cJ01 MONO TRUSS 12 1 BCLL 10.0 Rep Stress Incr YES WB 0.00 Ho (TL) 0.00 3 n/a n/a Job Reference (optional) ' ��• �� , a•.^ave�� , ��i�c •+«�+ I U.LUU s VGl4I LUUO IVa I CK muustrles, Inc. rn VOL LL-io:u4:Ul zuu4 rage 1 e 3 — -2-0-0 ---� � 1-0-0 2-0-0 1-0-0 1 1 �c21e = 1:5.8 4.00 12 0 2 2x4 = 1-0-0 1-0-0 4 LOADING (psf) SPACING 2-0-0 CSI DEL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Ven(LL) -0.00 2 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Ve (TL) 0.10 1 >257 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Ho (TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight: 6lb LUMBER B CING TOP CHORD 2 X 4 SYP No.2D TO CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BO CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-95/Mechanical, 2=274/0-3-8, 4=14/Mechanical Max Horz2=100(load case 3) Max Uplift3=-95(load case 1), 2=-459(load case 3) Max Grav3=185(load case 3), 2=274(load case 1), 4=14(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-51/76 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2 = 0.32 NOTES 1) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf, Catego y 11; Exp C; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is desiqned for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstandi g 95 Ib uplift at joint 3 and 459 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Design Engjneer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirsiSolrrce - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 iik Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE AGE Mil -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded van tally and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all to nporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guic ance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss C until of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 A This APP re g g regarding and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss C uncil of America, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Job Truss Truss Type Qty ply J1277186 CJ05 MONO TRUSS 4 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Fri Oct 22 15:04:02 2004 Page 1 F— -2-0-0 5-0-0 2-0-0 I 5-0-0 3 Scale - s 4.00 12 z w 2 1 2x4 = 4 f k I i 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Ver(LL) -0.03 2-4 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Ver(TL) -0.07 1 >384 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Ho (TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight: 19 lb LUMBER B CING TOP CHORD 2 X 4 SYP No.2D TO CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BO CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=102/Mechanical, 2=347/0-3-8, 4=72/Mechanical Max Horz2=224(load case 3) Max Uplift3=-182(load case 3), 2=-420(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-122/25 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2 = 0.37 y NOTES 1) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf, Category11; Exp C; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is desi ned for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding182 Ib uplift at joint 3 and 420 Ib uplift at joint 2. LOAD CASE(S) Standard f { r Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSa=e - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE design is based only upon the parameters shown for an individual building component that is installed and loaded verti ally and fabdcatad with MiTek connectors. 11 Buildesam Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI /TPI 1 as referenced by the building code. For general guidance 1 WTCA Center, FIA stSout We re ardin storaae. delivery. erection A This APP re g g regarding and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss C uncil of America, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Job Truss Truss Type Qty ply J1277186 CJ05 MONO TRUSS 4 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Fri Oct 22 15:04:02 2004 Page 1 F— -2-0-0 5-0-0 2-0-0 I 5-0-0 3 Scale - s 4.00 12 z w 2 1 2x4 = 4 f k I i 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Ver(LL) -0.03 2-4 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Ver(TL) -0.07 1 >384 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Ho (TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight: 19 lb LUMBER B CING TOP CHORD 2 X 4 SYP No.2D TO CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BO CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=102/Mechanical, 2=347/0-3-8, 4=72/Mechanical Max Horz2=224(load case 3) Max Uplift3=-182(load case 3), 2=-420(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-122/25 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2 = 0.37 y NOTES 1) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf, Category11; Exp C; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is desi ned for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding182 Ib uplift at joint 3 and 420 Ib uplift at joint 2. LOAD CASE(S) Standard f { r Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSa=e - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE design is based only upon the parameters shown for an individual building component that is installed and loaded verti ally and fabdcatad with MiTek connectors. 11 Buildesam Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI /TPI 1 as referenced by the building code. For general guidance 1 WTCA Center, FIA stSout We Job Truss Truss Type Qty Ply PLATES GRIP TCLL 20.0 EJ07 MONO TRUSS 24 1 J1277188 Ruilrlarc Fircf Cnnrro t�..4�...,,aue ri,..,a., 000ee '. Ve TL) -0.50 1 >53 180 Job Reference o tional -2-0-0 2-0-0 2 4.00 12 -- o — c 1 —uo wn i en umustries, Inc. rn UCI ZZ 1*: 1 0:told ZUU4 Page 1 7-0-0 7-0-0 7-0-0 3 4 9 LOADING (psf) SPACING 2-0-0 CSI DEL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Ve LL) -0.11 2-4 >776 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Ve TL) -0.50 1 >53 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Ho (TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) I Weight: 25 lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP N0.2D CING CHORD Sheathed or 3-10-4 oc purlins. CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=164/Mechanical, 2=423/0-3-8, 4=102/Mechanical Max Horz 2=287(load case 3) Max Uplift 3=-293(load case 3), 2=-474(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-174/42 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2 = 0.20 NOTES 1) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf; Category I; Exp C; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is desig ed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 Ib uplift at joint 3 and 474 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 V Warning - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE F AGE Mil -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all terr porary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidE nce regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Co incil of America, 1 WTCA Center,Bu t►UC�e 6300 Enterprise Lane, Madison, W1 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 11 Job Truss Truss Type Qty Ply J1277190 HJ09 MONO TRUSS 2 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 212003 MiTek Industries, Inc. Fri Oct 22 15:04:03 2004 Page 1 5-4-0 9-10-13 2-9-15 5-4-0 4-6-13 Scale = 1:21.3 4 2.83 F12 3x6 3 2 1 3x6 = 7 Simpson SUR/1-24 6 5 2x4 11 3x6 = I 5-4-0 k 9-10-13 4-6-13 5-4-0 LOADING (psf) SPACING 2-0-0 CSI DEL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Ver -(LL) 0.08 6-7 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Ve (TL) 0.36 1 >103 180 BCLL 10.0 Rep Stress Incr NO WB 0.38 Ho (TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight: 42 lb LUMBER BRAZING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BO CHORD Rigid ceiling directly applied or 6-2-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=230/Mechanical, 2=532/0-4-15, 5=414/Mechanical Max Horz2=344(load case 2) Max Uplift4=-394(load case 2), 2=-615(load case 2), 5=-265(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-10341714,3-4=-107/39 BOT CHORD 2-7=-938/986,6-7=-938/986,5-6=010 WEBS 3-6=-1032/981, 3-7=0/196 JOINT STRESS INDEX 2=0.49,3=0.27,6=0.28 and 7=0.10 NOTES 1) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf; Catego 11; Exp C; partially; MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 2) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstandirg 394 Ib uplift at joint 4, 615 Ib uplift at joint 2 and 265 Ib uplift at joint 5. 3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (pit) Vert: 2=-3(F=26, B=26) -to -4=-134(F=-40, B=-40), 2=-0(F=15, B=15) -to -5=-74(F=- 2, B=-22) Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE AGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vert ally and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all ter iporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guid 3nce regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss C iuncil of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 p E Job Truss Truss Type city Ply L in (loc) I/deft Ud TCLL 20.0 J1277192 1.25 T01A MONO HIP 2 1 7-8 Rullrinre Pi—f 240 TCDL 7.0 Lumber Increase 1.25 BC 0.58 -2-0-0 2-0-0 7-0-0 7-0-0 7x14 M1120H = 3x6 II 4.00 12 3 19 4 2 �1 5x8 = 8 10 7 3x6 II 8x12 = 7-0-0 3-34 7-0-0 .,A -a LOADING (psf) SPACING 2-0-0 CSI DE L in (loc) I/deft Ud TCLL 20.0 Plates Increase 1.25 TC 0.81 ValLL) 0.33 7-8 >713 240 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Ve TL) -0.32 7-8 >726 180 BCLL 10.0 Rep Stress Incr NO WB 0.93 Ho (TL) -0.03 6 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 SYP NoAD *Except* 3-5 2 X 6 SYP NoA D BOT CHORD 2 X 8 SYP 240OF 2.0E WEBS 2 X 4 SYP No.3 *Except* 5-6 2 X 4 SYP No.1 D, 3-7 2 X 4 SYP No.2D, 5-7 2 X 4 SYP No.2D REACTIONS (Ib/size) 6=1965/0-3-8, 2=1607/0-3-8 Max Horz 2=282(load case 4) Max Uplift 6=-1844(load case 2), 2=-1529(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/41, 2-3=-4222/3569, 3-9=-4285/3849, 4-9=-4287/3849, 4-5 BOT CHORD 2-8=-3489/3971, 8-10=-3466/3920, 7-10=-3466/3920, 6-7=-382/346 WEBS 3-8=-355/752, 3-7=-494/386, 4-7=-688/1246, 5-7=-3650/4151 JOINT STRESS INDEX 2=0.75,3=0.84,4=0.28,5=0.75,6=0.80,7=0.58 and 8=0.22 n 1U. n I vUi cc I0.1a:Uc cuuw rage i 19_10-0 6-6-12 Scale = 1:37.4 7x10 = 5 3x6 11 19-10-0 6-6-12 PLATES GRIP M1120 249/190 M1120H 187/143 Weight: 131 Ib CHORD Sheathed or 3-1-2 oc purlins, except end verticals. CHORD Rigid ceiling directly applied or 5-10-0 oc bracing. S 1 Row at midpt 5-7 5-6=-172111792 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf; Category I; Exp C; partially; MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 Ib uplift at joint 6 and 1529 Ib uplift at joint 2. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) o back (B). LOAD CASE(S) Standard l 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Truss Design Engineer: Lawrence A. Paine, PE Vert: 1-3=-54, 3-9=-54, 5-9=-118(F=-64), 2-10=-30, 6-10=-65(F=-35) Florida PE No. 21475 Concentrated Loads (Ib) Builders FirstSource -Florida, LLC Vert: 10= 854(F) 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 ILL Warning -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded verti ally and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all terr porary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidE nce regarding storage, delivery, erection Builders and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Co incil of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 i Thi APP res 9 9 9 regarding g delivery, e and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Job Truss Truss Type Qty Ply J1277194 T03 MONO HIP 4 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 212003 MiTek Industries, Inc. Fri Oct 22 15:04:04 2004 Page 1 2-0-0 6-10-14 11-0-0 I 15-5-0 19-10-0 i--1-- -- 1--- 2-0-0 6-10-14 4-1-2 4-5-0 4-5-0 Scale = 1:38.3 4x6 = 3x6 = 2x4 11 4 5 6 4.00 12 3x6 % 3 n 2 C51 3x6 = 9 k 8 7 2x4 II f 3x8 = 3x6 = 6-10-14 11-0-0 19-10-0 6-10-14 4-1-2 8-10-0 LOADING (psf) SPACING 2-0-0 CSI DEL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Ver(LL) 0.14 2-9 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Ver(TL) -0.19 7-8 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.50 Ho (TL) -0.04 7 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight: 99 lb LUMBER B CING TOP CHORD 2 X 4 SYP No.2D TO CHORD Sheathed or 4-7-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BO CHORD Rigid ceiling directly applied or 4-6-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7=814/0-3-8, 2=946/0-3-8 Max Horz2=416(load case 3) Max Uplift7=-801(load case 3), 2=-965(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-1771/1780, 3-4=-1195/1228, 4-5=-1099/1223, 5-6=-63/14, 7=-114/165 BOT CHORD 2-9=-1958/1620,8-9=-1958/1620,7-8=-857/720 WEBS 3-9=0/157, 3-8=-602/841, 4-8=-40/168, 5-8=-484/501, 5-7=-870/1115 JOINT STRESS INDEX 2=0.49,3=0.25,4=0.49,5=0.34,6=0.57,7=0.47,8=0.33 and 9=0.25 NOTES 1) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf; Catego 11; Exp C; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is desi ned for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding801 Ib uplift at joint 7 and 965 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE AGE Mil -7473 BEFORE USE i L�IqBuw lw Owl Z This design is based only upon the parameters shown for an individual building component that is installed and loaded vertally and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI /TPI 1 as referenced by the building code. For general uid nce re ardin storage, li rection, Thi APP res 9 9 9 regarding g delivery, e and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Job Truss Truss Type Qty Ply J1277194 T03 MONO HIP 4 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 212003 MiTek Industries, Inc. Fri Oct 22 15:04:04 2004 Page 1 2-0-0 6-10-14 11-0-0 I 15-5-0 19-10-0 i--1-- -- 1--- 2-0-0 6-10-14 4-1-2 4-5-0 4-5-0 Scale = 1:38.3 4x6 = 3x6 = 2x4 11 4 5 6 4.00 12 3x6 % 3 n 2 C51 3x6 = 9 k 8 7 2x4 II f 3x8 = 3x6 = 6-10-14 11-0-0 19-10-0 6-10-14 4-1-2 8-10-0 LOADING (psf) SPACING 2-0-0 CSI DEL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Ver(LL) 0.14 2-9 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Ver(TL) -0.19 7-8 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.50 Ho (TL) -0.04 7 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight: 99 lb LUMBER B CING TOP CHORD 2 X 4 SYP No.2D TO CHORD Sheathed or 4-7-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BO CHORD Rigid ceiling directly applied or 4-6-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7=814/0-3-8, 2=946/0-3-8 Max Horz2=416(load case 3) Max Uplift7=-801(load case 3), 2=-965(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-1771/1780, 3-4=-1195/1228, 4-5=-1099/1223, 5-6=-63/14, 7=-114/165 BOT CHORD 2-9=-1958/1620,8-9=-1958/1620,7-8=-857/720 WEBS 3-9=0/157, 3-8=-602/841, 4-8=-40/168, 5-8=-484/501, 5-7=-870/1115 JOINT STRESS INDEX 2=0.49,3=0.25,4=0.49,5=0.34,6=0.57,7=0.47,8=0.33 and 9=0.25 NOTES 1) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf; Catego 11; Exp C; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is desi ned for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding801 Ib uplift at joint 7 and 965 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE AGE Mil -7473 BEFORE USE i L�IqBuw lw Owl Z This design is based only upon the parameters shown for an individual building component that is installed and loaded vertally and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI /TPI 1 as referenced by the building code. For general uid nce re ardin storage, Job Truss Truss Type Qty ply �I J1277196 i TOS MONO HIP q 1 Job Reference (optional) Byilders First Source, Jacksonville ,Florida 32244 5.200 s Oct 212003 MiTek Industries, Inc. Fri Oct 22 15:04:04 2004 Page 1 2 0-0 �_ = i 7-10-14 +_ � 19-10-0 15-0-0 ---I 2-0-0 7-10-14 p 7-1-2 4-10-0 Scale = 1:38.3 5x8 = 2x4 II 4 5 4.00 F12 4x6 % 3 u 2 d1 3x6 = 8 1 7 6 2x4 11 3x6 = 3x6 = 7-10-14 15-0-0 19-10-0 7-10-14 7-1-2 4-10-0 Plate Offsets X Y : [3:0-3-0,0-2-81, 4:0-5-4,0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Ver (LL) 0.19 2-8 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Ver (TL) -0.21 2-8 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.71 Ho (TL) -0.05 6 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight: 102 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BO CHORD Rigid ceiling directly applied or 4-4-9 oc bracing. WEBS 2 X 4 SYP No.3 WE 3S 1 Row at midpt 3-7 REACTIONS (Ib/size) 6=814/0-3-8, 2=946/0-3-8 Max Horz 2=541 (load case 3) Max Uplift6=-829(load case 3), 2=-937(load case 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-1729/1692,3-4=-712/682.4-5=-14/16,5-6=-98/162 BOT CHORD 2-8=-2015/1577, 7-8=-2015/1577, 6-7=-775/629 WEBS 3-8=0/257, 3-7=-1026/1334, 4-7=-414/534, 4-6=-902/1122 JOINT STRESS INDEX 2=0.59,3=0.37,4=0.81,5=0.41,6=0.37,7=0.38 and 8=0.25 NOTES 1) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf; Catego Il; Exp C; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 829 Ib uplift at joint 6 and 937 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 Waming - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE AGE 1101II-7473 BEFORE USE design is based only upon the parameters shown for an individual building component that is installed and loaded verti Iicabillty of design parameters and proper incorporation of component into the overall building structure, including all to ally and fabricated with MiTek connectors. porary and permanent bracing, is the Builders onsibility, of building designer and I or contractor per ANSI I TPI 1 as referenced by the building code. For general guid nce regarding storage, delivery, erection bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Cc uncil of America, 1 WTCA Center, ) Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 1 Firsts/"\_u rce. Job Truss Truss Type Qty Ply in (loc) I/deft L/d TCLL 20.0 J1277198 1.25 T07 COMMON 2 1 1-5 >999 240 TCDL 7.0 Lumber Increase 1.25 Job Reference (optional) 5-0-0 I.- . -11 L I 4UWO IVII I CR mUUSQIUS, Inc. rn UCT LL Ic:LZI ZUU4 rage 1 5-0-0 12-0-0 2-0-0 Scale = 1:19.7 4.00 12 4x6 = 2 3 10 4 3x6 = Simpson HUS26 5-0-0 5 2x4 II 10-0-0 LOADING (psf) SPACING 2-0-0 CSI DEL in (loc) I/deft L/d TCLL 20.0 Plates Increase 1.25 TC 0.41 Val e LL) 0.07 1-5 >999 240 TCDL 7.0 Lumber Increase 1.25 BC 0.38 VeTL) -0.07 1-5 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.21 Ho (TL) -0.02 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=639/Mechanical, 3=784/0-3-8 Max Horz 1=-120(load case 5) Max Uplift 1=-611(load case 2), 3=-850(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1441/1360, 2-3=-1454/1381, 3-4=0/34 BOT CHORD 1-5=-1215/1332, 3-5=-1215/1332 WEBS 2-5=-518/654 JOINT STRESS INDEX 1=0.41,2=0.56,3=0.41 and 5=0.36 3x6 = PLATES GRIP M1120 249/190 Weight: 36 Ib CHORD Sheathed or 5-3-5 oc purlins. CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf; Category I; Exp C; partially; MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 611 Ib uplift at joint 1 and 850 Ib uplift at joint 3. 4) Girder carries hip end with 5-0-0 end setback 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) o back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54,1-3=-30 Concentrated Loads (lb) Vert: 5=-490(F) Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSaurce - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 Warning -Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE F AGE Mil -7473 BEFORE USE R This design is based only upon the parameters shown for an individual building component that is installed and loaded ver ally and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all tery porary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidi nce regarding storage, delivery, erection Buinfurs and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Cc incil of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 63719 W M Y 70 Z O �a o� a � Q 7 Q C " ((DD� O(D 0 0 C p (Qo °Q zz C o o � -0o U0 o `o' N 5. 5•Q N (0 C:. 0 p 0- 0- C: C r M �v D W D n A X OQQ� �3(D o(D�� Q - 73 73n uv C (QN °00' (u-:3 (Q O v, N (D Q (D Oa� S O 3 H CD 5' O -° o C Q 'r' ^ X 0 � IJ n �Uo O a='(D. (DoD �3 Q Q°0 ((D 0 (D 0- 0- (D (D flopi (D — C:cumm3 N H � X000-0 CD U R QOQ5-m ?� a0 m �. ° o' n (D ZTO_ t (1 ] E C (D (p D Q-0 C n .7 r D m D .i w �o z D X m -P H I 0 W m I I D 0 n j Z 6gCD 5 - Z, �� p m� �q o Q o m 3Q N rtQ 1 �� =0 %i oma « �c� cmc 3 Q 7 Q 7 (D (per N v x CT (D c CD a n a3 0 0- a p a0 3 coo 7n QnQD 0n 5' <03 �° o° (D— OQ QCc: o Q 5r d a o 00 nm :7, CD 03 (DCDn 5' • Q m 07 r(0 S. Q n ?. (D Q Q- m ° Q Q N Q 5 M c OO Cn A W y Q 03 0 0 W AAS X00 7o 3 0o C ��n n O n nm o(D N Q O 3 a Q(D x 0o 0- n Q C o o z 3 =�N y oa o Qm 3° Qo = -03 mo CD m y O m c L0D . --1 Z 0mn m n an-, °(0 Q° (Q Q Q Q 3 Q Q N. c:03 CL O �] CL -Y• O o - (D 3 =3 3 3 a ° �+ W rr 13C 3 = a 0 - oO(D L_ (D N C) .y rn r `G .4. O 3 D A �.:DD A a a m 0 00 O O a V O Vto W n A A A 10 10 < A W N a m OC N A 1 D V -0 0 -D iw M 0 n 0 �W O -� _ M A o < o On Z r fO Nn 14 14 w Om►3+ -a V A V O, W OO Cn A W O Q N_ {D (D o' w �o O 00 n g m X00 7o 3 0o C ��n o0 A Qc �a c nm o(D ® Q O Q a Q(D x 0o 0- Q q Q C o o °m 3 6i y oa o Qm 3° Qo 3 -0 -03 mo CD O Q Q - ((DD N n an-, °(0 Q° (Q Q Q Q 3 Q Q N. c:03 CL O �] CL -Y• O o - (D 3 N 0n> 50 n O O c �, Q o'Q 30 H N Q 3 O -0- 0 0 (D 00 m m° cD O 3 N 6 O O C3 o -R O _ -0 H Q ° O.n °�•n (DO Q9 o o ON R 3 N (D (D ( Q -0U 0_.c 3(D OL 0 (D (a rn n Q O Q LD. m :E 5 3 (D a (Q O O 3 Q a-0 3 CD Q (Q (Q N a°_ O O W V O Q O Q u,' n Q 50 -a Q C Q 3 a-& (D (D g m � (D 3 �� N m -T n mm� Qm moo, ��a n. n Q FD -I U n n QN --0- Q ° ^3 (D (D a0 O m 3 Q -.3 n� Q -03 Q �� o 0 2•0- 3 173 6(D0 ai,m 3 6i �c Z o-6 3 -0 o Q - 3-.� m Q� ID -o O Q a�.° Q a00 ((DD mQ cQ3 an-, °(0 Q° O O Q a Q 3 Q Q N. c:03 CL O �] CL -Y• O o (D Q (D =3 3 3 a ° �+ °•� Q ->� 3 = a 0 - oO(D L_ (D N C) O TOP CHORD TOP CHORD N � r y c oc o p'� 3 m r 'Q '� ^ \(p -0- On Q (D (D (Q N V• :(DT ° Q Q (D Qom N Z (3 N o(D (Q( 07(D07 ID (D' 3 Q �. Z ° (D (D o Q - DQ a- 6 57 <n 00 � 0 (D 09v " Q° (D -. • � o5- QQ ^ (D Q n O_C 3n (D 0 no ^ Q Q m� :TD 3 a (D �+ °•� Q ->� Z O oO(D L_ (D Q� C) O Q `G .4. O 3 N � r y C o no O 0 m r 3 _ S �`� 0 ^^ A" (Q N V• DO ° Q O -n ✓H N Z N 0Q33(D m - ID (D' D m 0 3 �. Z ° �000� p C °O05'(DO H 3� QO " (D -. • � o5- rn Z ^ 5. (D -0 (Q C n D -0 m� :TD -4 (D S 'O ->� Z O Q Q-0cN O Q_ -z . `G .4. N Z p -n C o no O 0 c (D - �3 / r ( V S �`� 0 ^^ 3 (Q N V• ° Q O -n ✓H N -0S � A m - 3 r� p -n o no (D - �3 3 - (Da � (0 -. ^^ 3 (Q O O V• ° Q O -n -(DO -0S � o ° (DO - M (D m 0 3 \ O ° m (D p O C H (D C c) ^ -0 (Q C -0 m (D S 'O Q D7 �m 7Z O Q `D O -G `G .4. m N 11 9 4 PERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: Tree Permit # Foundation Permit # Demolition Permit # BUILDING Le Footing # Slab Tie Beam Lintel Nailing/ SheathingI' p'+ o Framing G•a� 17 Insulation Building Final Rough Drainage Inspection: Pool Permit # ELECTRIC # Tem .Power# JEA Release Date Temp. Power Letter Rec'd. Temp Pole # JEA Release Date Rough JEA Release Date Electric Final JEA Release Date 4 It Certificate of Occupancy Type Work: Phone # Phone # Date Issued: Gas Piping Rough M I I •055 Underslab I ? . (,1 • u Water/ Sewer Rough/ Top out Mechanical Plumbing Final Final 50 &s jz.1�.o� Inspections: Steel Elec./Grounding Roofing Permit # Inspect: Nailing/Sheathing Fire Inspection: Failed Inspections: Final Final Final Date Paid: City of Atlantic Beach Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: January 26, 2006 Owner: Beaches Habitat Address: 1110 Scheidel Ct, Atlantic Beach, Florida 32233 Construction Type: Wood Frame Use Classification: Duplex Permit Number: 05-30804 L'I" C. DON C. FORD, C.B.O Building Official Post in a conspicuous space. Building, Planning & Zoning Inspection Department Date Requested: Contractor Name: Permit #: Property Address: Legal Description: CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET /.'l. ai'. ■1. i �. . WWII Improvements . Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: El Single -Family Residence F-1 Commerc�iaal, [� Other: �JVi -;y, Lowest Floor Elevation: Required As Built The following must be completed before issuing Cert(ftcate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works _ z, _ U Planning Dept. s�-, D / ' Z 5-- D(P Building Dept. p , - .0c c)(0. �3. G a t Final Survey with FFE [J�Yes F-1No All Re -Inspect Fees Paid M( Yes 0 No 0 m co 0 0 2; W cr 0I _u D 0 m J_ -P MAP OF SURVEY CONDOMINIUM UNIT 4 OF SCHEIDEL COURT CONDOMINIUMS C� RN R < 50 < opwgrCAAt£ A PART OF TRACT "A", SCHEIDEL COURT, AS RECORDED IN PLAT BOOK 57, PAGES 99 AND 99A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. UNIT 1 / 1.4 SE 2" IRON PIPE. LB 3672 22.2' II Z �I o Z , OV O I oNJ v O C � L I UNIT 3 SET 1 /2' IRON PIPE, LB 3672 CONCRETE PAnO -- I UNIT 4 22.1 SET 1 /2• IRON c' PIPE. LB 3672 D c I z' m 0 / UNIT 2 I� I to o �= cn I w D � r m Ig 0 I ; II o'- TR SFORMER AO FOUND 1 /2 IRON WA MER PIPE, LB 3 72 32 )Tvr: ( (';Fti,. ; OUT 0jN..82,54,30„ E ` I -IS'OUT 1 74.37 T 1 2 STORY FRAME 0 4' APIPE, u No' RESIDENCE a OUT FINISHED FLOOR 6 CONRETE DR WA ELEVATION 20.2r 'o_l, J ❑ PAD 4? 3'STUB Lcc)NCRETE OUT P S 82.54' 30" W PtFOUN PE,D B/3�721 G7 74.37'PA D� R N 82-54'30' E 74.49 UNIT 5 I THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. NOTES: 1. THIS IS A BOUNDARY SURVEY. 2. NO BUILDING RESTRICTION LINES PER PLAT. 3. BEARINGS BASED ON NORTH LINE OF UNIT 4, BEING SOUTH 82'54'30" WEST PER PLAT. 'NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.' to O IRO N 3672 0 Ln N J "_ 61 ) O J cr THIS SURVEY WAS MADE FOR THE BENEFIT OF GAIL CRUMBLEY; BEACHES HABITAT; FLORIDA HOUSING FINANCE CORP.; ATTORNEYS' TITLE INSURANCE FUND, INC.; DONAH00 BALL & MCMENAMY, P.A. I n ir, DONN W. BOATWRIGHT, P.S.M. FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. JANUARY 9, 2006 DRAWN BY: AC 1500 ROBERTS DRIVE DATE: FILE #: 2006-12 JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 X—REF 2005-1637 (B Page 1 of 1 Cunningham, Kerri From: Walker, Chris Sent: Monday, January 23, 2006 3:09 PM To: Cunningham, Kerri Cc: Graham Shirley; Kaluzniak, Donna Subject: RE: Request for Final CO 1108/1110 Scheidel Court, 05-30803,05-30804 Inspection is complete. Everything is good. From: Cunningham, Kerri Sent: Monday, January 23, 2006 2:44 PM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Walker, Chris; Nodine, Phil Cc: Graham Shirley Subject: Request for Final CO 1108/1110 Scheidel Court, 05-30803,05-30804 A final CO inspection has been requested for 1108/1110 Scheidel Court, permit numbers 05-30803 & 05-30804 by Paul Finley of Beaches Habitat. Paul can be reached at 334.2278. Thank you, Kerri 1/23/2006 Page 1 of 1 Cunningham, Kerri From: Kaluzniak, Donna Sent: Monday, January 23, 2006 3:11 PM To: Walker, Chris; Cunningham, Kerri Cc: Graham Shirley Subject: RE: Request for Final CO 1108/1110 Scheidel Court, 05-30803,05-30804 Shirley & Kerri, since there is no irrigation here, we don't need Malcolm's backflow inspection-- so these addresses are fine as far as Utilities goes. Thanks, Donna From: Walker, Chris Sent: Monday, January 23, 2006 3:09 PM To: Cunningham, Kerri Cc: Graham Shirley; Kaluzniak, Donna Subject: RE: Request for Final CO 1108/1110 Scheidel Court, 95-30803,05-30804 Inspection is complete. Everything is good. From: Cunningham, Kerri Sent: Monday, January 23, 2006 2:44 PM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Walker, Chris; Nodine, Phil Cc: Graham Shirley Subject: Request for Final CO 1108/1110 Scheidel Court, 05-30803,05-30804 A final CO inspection has been requested for 1108/1110 Scheidel Court, permit numbers 05-30803 & 05-30804 by Paul Finley of Beaches Habitat. Paul can be reached at 334.2278. Thank you, Kerri 1/23/2006 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031282 e 12/08/05 Property Address . . . . . . 1110IDEL CT Tenant nbr, name . . . . . . NEW SERVICE 150AMP Application description . . . LECTRIC ONLY Property Zoning . . . . . . . 0 Bt UP ED Application valuation . . . . - 0 Owner Contractor - ------------------------ ----------------------- BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 95.00 Plan Check Fee .00 Issue Date . . . . 9/21/05 Valuation . . . . 0 Expiration Date . . 3/21/06 Fee summary Charged Paid Credited Due ----------------- ---------- --- ------ ---------- ---------- Permit Fee Total 95.00 95.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 95.00 95.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL 0 Application Number . . . Property Address . . . . Tenant nbr, name . . . . Application description . Property Zoning . . . . . Application valuation . . CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 05-00030975 1110 SCHEIDEL CT 13 FIXTURES PLUMBING ONLY TO BE UPDATED 0 Date 8/12/05 Owner Contractor - ------------------------ ----------------------- BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 -------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 126.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 126.00 126.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 126.00 126.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDk DES BUILDING OFFICIAL rjt L)fl CITY OF ATLANTIC BEACH ' PLUMBING PERMIT APPLICATION Date: �) /> Z`p 4 Property Address: /'//0 6-c'M& 1-bEc. 6;, - Owner: 36_,9e -,* ES A 31X-4-7- Telephone #: 2'71- l 222 Contractor: Af1G � � 1 `jw„ l3 itick_ Telephone #: Contractor Address: % �,c (`� 1 Fax #:(- -work In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type:/ If other construction is being done on this building or site, MNew list the building permit number: ❑ Re -Pipe Number of Fixtures: 1 Bath Tubs Showers Closets Shower Pans i Dishwashers Sinks 1 Disposals Urinals Floor Drains % Washing Machine 2 Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: %J X $7.00 + $35.00 = 2 6� uz> 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 - Fax: (904) 247-5845 http://www.ci.atlantic-beach.fl.us Revised 1/04 r, 0 J, IAMCITY OF ATLANTIC BEACH f s� 800 SEMINOLE ROAD f ATLANTIC BEACH, FL 32233 f INSPECTION PHONE LINE 247-5826 Application Number . . . . 05-00031616 Date 11/11/05 Property Address . . . . . 1110 SCHEIDEL CT Tenant nbr, name . . . . 1 C/U 1 A/H Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD. NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 71.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/11/06 Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total Charged Paid ---------- ---------- 71.00 71.00 .00 .00 71.00 71.00 Credited Due ---------- ---------- .00 .00 .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL Nov 11 05 08:45a Ocean State R/C 904-249-8949 CITY OF ATLANTIC BEACH MECAN'I:CAL PERMIT A,PPLIC.A'TTUN Property° Address: �� '1 clel�hnne M. ()rW her: � —'� Contractor Q° Contractor Address: ( fa l�aw�l�SIix1 /lam • Nei ,1 1 Fax 'T9 Contractor Siena In consideration Of permit l with the attacbel plans and Type of Belting d Electric 0 Oras: LP ❑ Oil U ptlux - Spec:) d bed in tlR alcove CtatCment, we hereby arena to perfutm said work ut aecwrdancc ate a part hereo rdanoc with the'Ctty of Atltmtic 13cuch ordinances and standards of if other CUnS[mebon is being dope on this butidntg or site, list the building permit number: Natural ,_Central Utility MEIN'T TV IF INSTALLEID >X Heat Space _Recessed >,Central _ Floor ,,'iL Air Conditioning: _ Room - Ccntrnl D 'Duct System: Material ba#o%$� -T1iic1cness + Z Maximum capacity_i100� —cfw 0 Refrigeration Number Units [ICooling Tower: Capacity at O Fire Spriril:lers: Number of Heads. TANKS ❑ Elevator: __ Manlift 1.scalator—(N umber) ❑ Gasoline Putnps _(Number) Number) ( ❑ D Tanks LPG Containers _(Number) o 'Unfixed Pressure Vessel L) Boilers O Gas Piping CJ Other - Specify NATURE OF WORK X Residertial I ❑ commercial 0 New build og ❑ Existing Building ❑ Replacement of l s:isting System ,K New lnscaUation (No cyst= previously installed) ❑ Ex7emion or Add-on to Lttistarg System L3 Other . spwd. . LIST ALL E U1'M ITT AM CONDITIONING, REIrMIGERA110N kQUQ'MEKr COiNAENSOM'S Model # Malwfasturer Ton' s Number Units lxsa'tption Approving Agency klt:ATn•1(; — FQrLNACCS, )f3C1Ir.h`tLS, lr)CRLPr: �t'FS &pjll2 HANDI.IiR'S l3TU•s Approving A�,ctuy Number Units I�eription Model # Mantifactuter TANKS Ld Serial Nominal Capaeaty Type iqui M No. Alr)t�ming Agcn EL— }low 1,4any & Dimcrdions Gonl:rirlcd rtufactutct 800 Seminole Road • Atlantic Beaclt, Florida 32233-S4a� ._.. .. - .- _...- .-._.ri.._........ft ret Revixed 1104 p.2 CITY OF ATLANTIC BEACH JORO)MECHANICAL PERMIT APPLICATION Date: Property Address: ( l f e 5,j o jet 04- Owner: L3""es- At.bit4;i Telephone #: Contractor aeaA 5-k.�e Akg�6M + Ri,)I •- Telephone Contractor Address: j Ila h9Ae y1od Jim'.,EC�� Fy Fax #:�qoo�Yq- �Zq Contractor Signatur In consideration of permit g(e.niffo, doinb de "bed in the above statement, we hereby agree to perform said work in accordance with the attached plans andcations whi are a part hereo ccordance with the'City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: le( Electric ❑ Gas: LP Natural Central Utility — — — 3©W ❑ oil ❑ Other — Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK >� Heat — Space _ Recessed XCentral — Floor Residential ,I Air Conditioning: — Room K Central t ❑ Duct System: Material budRom`d Thickness 1 2 ❑ Commercial Maximum capacity L Q!7V cfm ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gPm ❑ Existing Building ❑ Fire Sprinklers: Number of Heads ❑ Elevator: _ _ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) LK New Installation (No system previously installed) ❑ LPG Containers (Number) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other - Specify ❑ Other — Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton' s Agency I �o� d• 3� Gc ti 0-a jser D a HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # Manufacturer BTU's Agency FxK�.vFo�o �d•p� � � TANKS Nominal Capacity Type Liquid How Many & Dimensions Contained Manufacturer No. Agency 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atiantic-beach.fl.us Revised 1/04 L1/05 Uwner Contractor .00 BEACHES HABITAT BEACHES HABITAT .00 .00 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 ----------------------------------- Permit . . . . . ------------------------------------ . BUILDING PERMIT Additional desc Permit Fee . . . . 230.00 Plan Check Fee 115.00 Issue Date . . . . Valuation . . . . 40000 Expiration Date . . 2/11/06 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITE' RADON SURCHARGE .30 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 5.58 AB CONSTRUCTION SURCHARGE .62 STATE RADON SURCHARGE 5.89 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 410.00 WATER CONNECT/METER ONLY 85.00 WATER CROSS CONNECTION 35.00 Fee summary ----------------- Permit Fee Total Plan Check Total Other Fee Total Grand Total Charged 230.00 115.00 2117.39 2462.39 Paid ,230.00 115.00 X117.39 2462.39 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF, BUH.D G CODES. BUILDING OFFICIAL Credited Due .00 .00 .00 .00 .00 .00 .00 .00 LTLANTIC BEACH ORDINANCES AND THE FLORIDA fi CITY OF ATLANTIC BEACH'. BUILDING / ZONING DEPARTMENT r� 800 Seminole Road J v Atlantic Beach, Florida 32233 (904) 247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # C) 5 - 5Og6 Property Address: Applicant: Project: This permit application has been: ❑ Approved ❑ Reviewed and the following items need attention: Please re -submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: D. Ford Doerr E' 1"}1 Ali-, ;, nl rJi.�; JUL 2 1 2005 r� Please re -submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH St BUILDING / ZONING DEPARTMENT r� 800 Seminole Road r °max Atlantic Beach, Florida 32233 (904) 247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 0 S - 5 O Property Address: 1 Applicant: Project: Eilc This permit application has been: Approved Reviewed and the following items need attention: Please re -submit your application when these Reviewed By: Date Contractor Notified: have been completed. Date: . For S. Doerr 05-0060-5 CITY OF ATLANTIC BEACH J f .5 PERMIT CALCULATION SHEET Date: 7 , .21- O f Address / / G 1) 1 j7,-- Com_?". - '7-n N 140 c9 S 9 - Heated Square Footage(o @ $ ? 3 F per sq ft = $F9� Garage,/ Shed 2. 6 @ $ 3 f • .,k(6 per sq ft = $ Carport / Porch © @ $ pet sq ft = $ $ - a - Deck ® —@$ per sq ft = $ Patio o—@$ per sq ft = $ $ TOTAL VALUATION: $ .3 KF F 3L $ Total V luation 1st $ — -- rsxrnP7- -- Remaining Value $ , per thousand or portion thereof CONSTRUCTION TYPE: „ TOT ZONING: Q� " ( + %Z FLOOD ZONE:_ _ (d) F IMPERVIOUS SURFACE: J 0 d WA WA City r CLGt vr--, SEI ,3 0 $ / 2 J'd ,✓ r SE( 'AL IMPROVEMENT $ R TAP $ - a - ) RADON HRS .0050 $ % . 0-7 ✓ Pq3 ST 5C A ,c,j . OT: GRAND TOTAL BUILDING FEE $ ng Fee $ laces @ $35.00 $ O )ING PERMIT FEE $ A1111— ;R IMPACT FEE $ q/0 ✓ R IMPACT FEE $ / 2 J'd ,✓ ;R METER/TAP $ 'AL IMPROVEMENT $ R TAP $ - a - ) RADON HRS .0050 $ % . 0-7 ✓ ON H PAVING ( O -- ) $ -0- 3 S CONNECTION $ 3-r— r) SURCHARGE $ (p, 2 T R $ 1/13/03 -e -e •c -e -< -t -e � -t � -c •e -a -e •e � ', -e -e �e -e •e CSC CCC CCC C C C C C C g R a L' 9 •� O 3 0 0 3 0 0 0 O O O O O o p ', 0 0 0 0 0 aaa aaa a» >aas a a 9'' >aa>a C stCst As CS &A a3 C SSS aaa> >D C �O 00JT NLW N �'T� �Fy�7s's: ts+tsss�� H G D an d 6O0f g .o$ o 3 y pp2H _a S � RE"CC�agIIB 0 z 0 'n >Z tj 2' 'oma' f C� 0 N + m Of 0 m o zz r� A N I14 i O + (fit SII&SCt3 C3 oo o°o S O »> as» a>a >aaa>a a > a»>ss»» >UMM a> WATER IMPACT FEE WORKSHEET A4 f.,09 C— ( 7- 76-wooffo osf FIXTURE TYPE DRAINAGE FIXTURE UNIT VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, coc uncial 3 Automatic clothes washers residential 2 �- Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower V 6 ! 2 Bathtub (with or without overhead shower or whirlpool attachments 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fount M akmceM a %z Flow drains 2 Hose bib 1— Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher i 43 C-- 2 Z Laundry tray (1 or 2 compartments) 2 Lavatory1 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, l gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet,P rivate installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= © , MULTtPLiED X 20 TOTAL $ V18 rx�-n and n m>p�e 8 n r> �j N y W N r "j W N• G i W m �n Ww r g' a S S.$o b'S g aS o 2 zzi. eNa - a�s•if " a rr r ir [ Cp�J' a ii O o . 5Q a Fi' g• 8 •"j typnli 5'' o wm f s 5 6 d 93:. 99:90 9:9z `z\zz z�z` x�z`z zz! xz 9: 9: �xzzxx z9 O O 0 0 0 6 0 0 0 0 0 6 0 0 0 0 o O O O O O O O O O 0 0 0 0 0 0 0 O D O O O O O Z zzzxxxzxxZz zZzzz zxzz zz xz xzxxxxzzz zzzzzz xz >` >>>>`a>a>aaa` >aaa a> a'>'» >a '>a >a>a`> ` `5za'a»» » L < W �J r� A W N � '••I V D• N A W N� O �O m J P u T us- Fir��`�•�=" � � ` o n �+ >T��II�•� �a m�.�ma2�& �'"v�'Wa�$�•�,� �agr ,o�g� p m T'° R g Ic O �F & n it � w •.11 a " � D � a g• � A " y� `3 � -� C rr a r� b " 0 5.s O$g IS. $Lrv`ySool Fi 3 0 G D r 8. f78('1A C Oy i R � G a � 7i. p w � i, gy��••• W pip � y5p•� N T on �. O. " ��•• 5• � " ppW � 5 �• JC N GJJS ��1'1 r"j � W Efr ' v J s u o a s c� a gal, s�aac as au<amaac� s u� a a O O O O O O O9: O O D 0 0 0 O 0 0 0 0 0 0 0 S b O O CO & z z z x z C z > xxl, Z>Z >Z �axz z>z aza�zzazzzzzaaa $Z: >az Z z> > z aa, (C` CITY OF ATLANTIC BEACH r F4 f PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane r Atlantic Beach, Florida 32233 (904) 247-5834 (904) 247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # nS - Property Address: Applicant: Project: f Your application is approved as Final application approval must u Your permit application has been i and the following items need atten 1 CITY OF AT'LA\711C E EE.ACH JUL 2 1 2005 j ted by the Public Utilities Department. me from the Building Department. iewed by the Public Utilities Department Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247-5834. Reviewed by Donna Kaluzniak, Public Utilities Director Date Signature Contractor Notified Date 5i xf- j ,J a CITY OF ATLAN'T'IC BEACH "S53 BUILDING PERMIT APPLICATIONT (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Job Address: 1108-1110 Scheidel Court (dunlex — Owner of Property: Date: 7/20/05 JUL �' AN# Telephone: (904) 241-1222 Legal Description: Block Number: Scheidel Ct., `Tract A' Units 3 4 Lot Number: Zoning District: Contractor: Beaches Habitat Stater License Number: Contractor's Address: 1671 Francis Ave._ Atlantic Reach_ FT, 122':'3 Telephone: (904) 241-1222 Describe proposed use and work to be done: construct residenti Present use of land or building(s): Valuation of proposed construction: $80,000.00 Is approval of Homeowner's Association or other private entity Will this project involve changes in elevation, site grade or any use of f ❑,NO. Applicant certifies that no change in site grade or fil &( YES. See Step 2 below. Approval of the Public Works De Permit. See attached Sub Prelim Plat Revic ❑ NO. Applicant certifies that no trees will be removed for [YES. Removal of Trees will be required for this project. ' Removal Permits to be reviewed by the Tree Conser Tree permit approved on 12/21/04. No If yes, please submit with this application. material or the removal of any trees? material will be used on this project. artment is required prior to issuance of a Building Permit. his project. REE REMOVAL PERMIT IS REQUIRED. Tree ation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826; In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre -construction or post -construction topographical survey or grading plan is required. (If not'', required, written verification must be provided with this application.) The Department of Public Works is located at: j200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834. STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, �L 32233, Telephone: (904) 247-5826. 800 Seminole Road — Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-5845 � http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail, plans must contain the following information as appropriate for they type of work being performed. Scale of drawings should be sufficient to depict all requi'Ted information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacl s, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre -construction topographical survey. 4. Any significant environmental features, including jurisdictional wetlaads, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewal4, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all mf ation provided with this application is correct. Signature of owner: Date:_? I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting permit does not presume to give authority to violate or cancel the provisions of any federal, state or, local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction: of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: ��_,,-_/_Date: 7�/A Address and contact information of person to receive all Mailing Address: 1671 Francis Ave.. Atlantic Bea Telephone: (904) 334-2278 F AS TO OWNER: Sworn to and subscribed before me this o10day of State of Florida, County of Duval �'Py • JEANNE M. SHAW MY 11 COMMIS SSIONi 3DD55986 AS TO CONTRACTOR: this application (please print). E -Mail: Notary's Signature:—� _,2009:�_ 5_1 Personally known Produced identificat' n 1 � Type of identification produced I(,�ri � J� C— r- Sworn to and subscribed before me this e;LC51� day of 20 . State of Florida, County of Duval •1�pY'Psx",, JEANNE M. SHAW ' =.= MY COMMISSION # DD 435966 %x a EXPIRES: May 31, 2009 � Af h Bonded Thru Notary Public Undenvdtsm A^�j Notary's Signature:li—` Personally known Produced identification Type of identification produced J � L F 54 O`i� Szf• ��3- D 800 Seminole Road — Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-58451— http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 Property Address . . . . . . Tenant nbr, name . . . . . . Application description . . . Property Zoning . . . . . . . Application valuation . . . . Owner ------------------------ BEACHES HABITAT SCHEIDEL CT FINAL ENGINEERING PLAN RE SUB PRELIM PLAT REVIEW TO BE UPDATED 0 ---------------------------------------- Permit . . . . . . SUB. PRELIM. P Additional desc . . Permit Fee . . . . 250.00 Issue Date . . . . Fee summary Charged ----------------- ---------- Permit Fee Total 250.00 Plan Check Total .00 Grand Total 250.00 '09/04 Contractor ------------------------ CONNELLY & WICKER INC.(ENG) ATLANTIC BEACH FL 32233 (904) 249-7995 ----------------------------------- AT REVIEW Plan Check Fee . . .00 Valuation . . . . 0 Paid Credited Due 250.00 .00 .00 .00 .00 .00 250.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF' ATLANTIC BEACH ORDINANCES AND THE FLORIDA BIJILDING;CODES. 4 0;. � 'i:- SJroqxi �.�n#la 'Y.4G. Ali A BUILDING OFFICIAL 10 kT119 Beaches ] Habitat for Humanity of the Ja July 20, 2005 Ms Donna Kaluzniak Public Utilities Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Kaluzniak, tabitat ponville Beaches, Inc. I have submitted a building permit application for',a duplex at 1108/1110 Scheidel Court. Beaches Habitat will not be installing a fire sprinkler in this structure. In addition, we will not be installing an irrigation system. Please give me a call (904-241-1222) if you require any additional information. Sincerely, 14,V, <� Paul Finley Construction Manager P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241-1222 I th `•�Ilk 1 / 1 �I I 4,y � I 1 \ I %• 1 OL 2 t. ft. 2 yl �1a�1=1 l t I I I I I I \ i I � I � I 1 \ I %• 1 OL 2 t. ft. 2 yl �1a�1=1 0 CAI - C) >ii c� -- --------- 1) lN 0,3 S M3, CID 0 600,00-v M,02,90./-0 is CV 777777777 O-V*Z[+*37J .3 o 06 X3-lidn(i q-z� Aau$ ol XT�no A801j OiSki Ol l# >- CY) co > C/) C) V) > < F— M > C,4 M U-4 sis (\j no o ��(113HOSI [*0 0 3dC]Hl AO il 00+Z C/) > �yO Fin m 4 O"99*itN vloo4c m 3Nn co J O V 4 > C) Co -(7 ZOE >1 i IV Ei 11 s 100j 027l - oo F 0-9 --z-F4 QJOiX31n 4 3NO X31dna lk�joil 06ki Cli CIV 4? tK 213 LF OF 18" a / HDPE @ 0.10% O u g �� • IbF o 41 WQ 5 O � Y \ 1 V Y `�• L = � f ,°�. •moo. � o Q ?PE ®0.10 15 #1108 h Y 1106 U f 0 sr0 TWO STOI �Q / �� 'cFF'O�F�R \ DUP LEX I Q, ^. 1? F.F.E. 12. a .: J / 90 #1104 \ .. . .,__ _ __�_-x-____.�_-_=._ • �;�� 6' ALIJP�!NUPvi �r_'�Ot� __.____.X_ X�.7#_..__.___x_, D.h � CONCRETE CURB SILT SFENCE — "_XIS T. SANITARY ARY MANI-101...E A-! s" � OUND 4"X4" x, INV. Nr: w494 (6" PVC) O o X CONCRETE INV. NE =2' 04 (6" OR 8" C SAY MONUMENT INV. E-- 1.a (10" OR 12" CLAY) (LB 3672) " INV. `�E==2.15 (6" OR. 8" CLAY) 58 LF OF 24 it. w Jnr. --.i tz� (1-," r,1 Avl I GJ m -o-o Gdo Gd4) o GJO�> A A" I 0 z V3 GEARING HEIGHT 56HEDULE 0 17 7 NOr5: RETO HID 91 (RECOMMENDATIONS FOR HA ING INSTALLATION AND TEMPORARY GRACIN RE TO ENGNEERED PRAWIN65 FOR PERMANENT G G WREQUIRED. ALL TRU55E5 (INCLUDING TRU55E5 UNDER VALLEY FRAMING) MUST DE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE BRACING REQUIREMENT5. 1 ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY BUILDER. ALL TRU55E5 ARE DESIGNED FOR 2' oz MAXIMUM 5PACIN6. UNLE55 OTHERW15E NOTED, 1 ALL WALL5 5HOWN ON PLACEMENT PLAN ARE GON510EFED TO DE LOAD DEARING, UNLE55 OTHEFW15E NOTED. 5Y42 TRU55E5 MU5T DE I1,15TALLED WITH THE TOP GEIN6 UP. 1 ALL ROOF TRU55 HANGERS TO DE 51MP50N HU526 UNLE55 OTHERWISE NOTED. ALL FLOOR TRU55 HANGER5 TO GE 51MP50N THA422 UNLE55 OTHERW15E NOTED. BEAM/HEADER/LINTEL (HDR) TO DE FURN15HEO DY GUILDER. 61BUINM .FirstSource >� Gunnell =.PHONE. 356-437-334q FAX, 386-437-31lg4 Jacksonville PHONE 504-772-6100 FAX:1104-772-lg73 JULLake City U.,�§�4x' PHONE 386-755-68g4 FAX. 386-755-7573 Sanford PHONE: 407-322-00511 FAX. 407-322-5553 HADITAT DEAGHE5 LE6AL ANFE55 LOT 1108-1110 SCHEIDEL CT. MODEL iAEYI510N 2 STORY DUPLEX r\i-rC� 06/17/05 1 JDH I J118863 III-) ikv 0 0c) --�)o w � v 1I1 GEARING HEIGHT SCHEDULE 171711 b J 'O O ..�� CG .r7 qtr j 'd n < O &0) r 1.)FER30 Hili (RECODATION5 FOR �P.16L�Ij INTALLAT[ ND TEMPORARY BRA61N REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED. 2) ALL TRU55E5 (INCLUDING TRU55E5 UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE BRACING REQUIREMENTS. 3.) ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER, 4.) ALL TRU55E5 ARE DE516NEP FOR 2' o.G. MAXIMUM SPACING, UNLE55 OTHERWISE NOTED. 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CON5IDERED TO BE LOAD BEARING, UNLE55 OTHERWISE NOTED. 6.) 5Y42 TRU55E5 MUST BE INSTALLED WITH THE TOP BEING UP, 7.) ALL ROOF TRU55 HANGERS TO BE 5IMP50N HU526 UNLE55 OTHERWISE NOTED, ALL FLOOR TRU55 HANGERS TO BE 51MP5ON THA422 UNLE55 OTHERWISE NOTED. e.) BEAMAHEADEMINTEL (HDR) TO BE FURNISHED BY BUILDER. Builders . FirstSource Gunnell PHONE: 386-437-3349 FAX: 386-437-3994 Jacksonville PHONE: 904-772-6100 FAX: 904-772-1973 Lake City PHONE: 386-755-6894 FAX: 386-755-7973 Sanford PHONE: 407-322-0059 FAX: 407-322-5553 HA6ITAT LEACHES LEGAL ADORE55: LOT 1108-1110 5CHEIDEL CT. MODEL: 9EY15ION: 2 STORY DUPLEX NT DATE: ORAINBT: JOB I: 06/17/05 JDH J118863 0 c MEMO I ` ,o -in -n 1q-10-0 10-0-0 20-0-0 0 GJ01 J03 J05 4 - EJO T02 T0: T05 TC T04 TO, T05 TO T05 TO T04 TO TM TO T02 TO 01A 10 - E J 07 G TO' TO 0 i T08 GGJO o TO c 10-0-0 20-0-0 0 0 0 0 v 0 N I! 40-0-0 I _ 1q-10-0 1q-10-0 10-0-0 20-0-0 40-0-0 0 � 0 o v v I J01 4 - EJ J03 J05 - �I T01 s T02 T02 T05 T05 Z T04 T04 T05 T05 T05 T05 T04 T04 s TO T05 Z TO T02 1A it T01 T08 T08 0 10 - 07 07 T 4 �3 0 1 0 v 0 0 w v 0 v 10-0-0 20-0-0 40-0-0 l'Md.M� s FirstSource Project Information for: J118863 17, 2005 Builder: Beaches Habitat Address: 1108 & 1110 Scheidel Ct. Atlantic Beach, FL County: Duval Truss Count: 16 Design Program: MiTek 20/20 5.2 Truss Design Load Information: Gravity: Wind: Building Code:FBC2001 Roof (psf): 42.0 Wind Standard: ASCE 7-98 Floor (psf): N/A Wind Speed (mph): 120 Note: See the individual truss drawings for special loading conditions. Engineer of Record: Lawrence A. Paine, PE Florida P.E.II',License No. 21475 Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Truss Design Engineer: Lawrence A. Paine, PE Florida PX. License No. 21475 Company: Builders FirstSource - Florida, Address: 6550 Roosevelt Blvd. Jacksor Notes: 1. Determination as to the suitability of these truss components for tl designer/engineer of record, as defined in ANSI/TPI 1-1995 Sectio 2. The seal date shown on the individual truss component drawings 3. The loads indicated on all referenced girder trusses are consisten provided by Builders First Source-Jacksonville,FL and dated 06/1 and basic load parameters/design criteria are to be reviewed and Otherwise, the Truss Design Engineer's responsibilities are limite( # Truss ID Dwg. # Seal Date 1 cJ01 J1277184 10/22/04 3 CCJ05 J12771g8gg6 10/22/04 4 EJ J1277187 10/22/04 6 HJ 5 A 77189 10 22/04 7 HJ09 J1277190 10/22/04 8 T01 J1277 91 10/22/04 9 T01 A J 12771 8932 10/22//04 11 T03 J1277194 10%22/04 13 T05 11277196 10/22%64 14 T06 J1277197 10/22! 15 T07 J 12771 g8 10/22/04 16 T08 J1277199 10/22/04 FL 32244 structure is the responsibility of the building 2.2 bust match the seal date on this index sheet. I with the truss placement plan numbered J118863 !/2005. Loads applied by non -truss elements approved by the Engineer of Record/Building Designer. as stated in Chapter 2 of ANSI/TPI 1-1995. ' I Job Truss Truss Type Qty Ply J1342744 F01 FLOOR 19 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Dec 15 2004 MiTek Industries, Inc. Mon Feb 21 17:01:45 2005 Page 1 0-1-8 H 1-3-0 —i 1-6-8 0-�1.�('8 SO, A, = 1:33.8 4x6 = 4x6 = 4x6 = 3x6 = 3x6 = 4x6 = 22 4 Plate Offsets (X,Y): 1:Ed e,0-1-8 , 10:0-1-8,Edge], 15:0-1-8,Ed e , 16:0-1-8,Ed e LOADING (psf) SPACING 2-0-0 CSI DtFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 V rt(LL) -0.34 15-16 >681 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.47 15-16 >496 240 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight: 102 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 20=1069/0-3-8,11=1069/0-3-8 FORCES (lb) —Maximum Compression/Maximum Tension TOP CHORD 20-21=-1063/0, 1-21=-1062/0, 11-22=-1063/0, 10-22=-1062/0, 1-2=-1096/, 2-3=-2741/0, 3-4=-3784/0, 4-5=-4314/0 ,5-6=-4314/0, 6-7=-4314/0, 7-8=-3784/0, 8-9=-2741/0, 9-10=-1096/0 ` BOT CHORD 19-20=0/55,18-19=0/2066,17-18=0/3391, 16-17=0/4150,15-16=0/4314, 14-15=0/4150, 13-14=0/3391, 12-13=012066,11-12=0/55 WEBS 10-12=0/1415, 1-19=0/1415,9-12=-1349/0,2-19=-1349/0, 9-13=0/940, 2-j8=0/940, 8-13=-904/0, 3-18=-904/0, 8-14=0/546, 3-17=0/546, 7-14=-509/0, 4-17=-509/0, 7-15=0/223, 4-16=0/23, 5-16=-131/0, 6-15=-131/0 JOINT STRESS INDEX 1=0.74,2=0.88,3=0.58,4=0.37,5=0.63,6=0.63,7=0.37,8=0.58,9=0.88, 1Q=0.74,11=0.73,12=0.81,13=0.88,14=0.58,15=0.42,16=0.42,17= 0.58, 18 = 0.88, 19 = 0.81, 20 = 0.73, 21 = 0.00, 21 = 0.63, 22 = 0.00 and 22 = 0.63 NOTES 1) All plates are 3x4 MT20 unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 February 23,2005 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCI PAGE Mil -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vc tically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all mporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general gL dance regarding storage, delivery, erection Buklers and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss ouncil of America, 1 WTCA Center, F! �� 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 jjrstSo Job Truss =FLOOR Qty Ply J1342746 F04 4 1 ' Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Dec 15 2004 MiTek Industries, Inc. Mon Feb 21 17:02:43 2005 Page 1 0-1-8 H 11-3-0 1x3 II 2 3 4 0—— 0'S c I 2 �8 = 1:19,3 TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). 3x6 = 5 6 71x3 = 10-6-4 3x6 = 11-5-0 017,12 0-1-8 0-94 Plate Offsets (X,Y): 4:0-1-8,Ed e , 7:0-1-8,Ed e , 13:0-1-8,Ed e LOADING (psf) SPACING 2-0-0 CSI DErL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Veltt(LL) -0.05 12 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.44 VeIK(TL) -0.07 11-12 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.26 HorIz(TL) 0.01 9 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight: 65 lb LUMBER TOP CHORD 4 X 2 SYP No.2D BOT CHORD 4 X 2 SYP No.2D WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 15=563/0-3-8, 9=653/0-3-8 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10,8-9. Max Grav 15=565(load case 2), 9=653(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 15-16=-554/0,1-16=-554/0, 8-17=-3/2, 7-17=-3/2, 1-2=-513/0, 2-3=-1204/0,,3-4=-1204/0, 4-5=-1072/0, 5-6=-418/0, 6-7=-21/16 BOT CHORD 14-15=0/29, 13-14=0/973, 12-13=0/1204, 11-12=0/1204, 10-11=0/886, 9-10=-16/21, 8-9=-0/0 WEBS 6-9=-641/0,1-14=0/659, 2-14=-639/0, 2-13=0/315, 3-13=-138/0, 6-10=0/610, 5-10=-652/0, 5-11=0/261, 4-11=-185/0, 4-12=-60/0, 7-9=-31/41 JOINT STRESS INDEX 1=0.63,2=0.34,3=0.16,4=0.12,5=0.35,6=0.70,7=0.07,8=0.00,9=0.23,10# 0.72,11=0.28,12=0.07,13=0.30,14=0.70,15=0.38,16=0.00,16= 0.00, 17 = 0.00 and 17 = 0.00 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss wjth 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Truss Design Engineer: Laurence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 February 23,2005 d .........a - ....q, oaargn para --m ana NbAp NVTC5 ON TNIS AND INCLUDED MITEK REFERENCE MAGE M11.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertu ally and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guid nce regarding storage, delivery, erection and bracing, consult , Madison, or , WI 5 Handling Installing and Bracing Recommendation available from the Wood Truss C46ncil of America, 1 WTCA Center, BuNWIS First,r•� � 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 II I {��,,'`j I Job Truss Truss Type Qty Ply (psf) F06 FLOOR 2 1 J1342748 Ruilrfers First Sner—hrLennvill- rn...;a� 1ooee PLATES GRIP TCLL 40.0 Plates Increase 1.00 Job Reference (optional) --'- - --n^� ��^��'^ 3x6 n ti.zuu s uec 1b 4W PyliTek Industries, Inc. Mon Feb 21 16:02:2A6?005 Page 1 Plate Offsets X,Y : Edge],d e, -1-8LOADING [3:0-3-0,0-0-0]. 4:0-3-0,Edge], 6:0-1-7[TI! (psf) SPACING 2-0-0 DEIFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 Vert(TL) -0.01 7 >999 240BCLL 0.0 Rep Stress Incr NO Hort (TL) 0.00 5 n/a n/aBCDL 5.0 Code FBC2001/ANSI95 Weight: 341b LUMBER TOP CHORD 4 X 2 SYP No.2D BOT CHORD 4 X 2 SYP No.2D WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 8=770/Mechanical, 5=1023/0-3-8 BRACING TO CHORD Sheathed or 4-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-752/0, 4-5=-1023/0, 1-2=-822/0, 2-3=-822/0, 3-9=-822/0, 4-9=-822/0 BOT CHORD 7-8=0/0, 6-7=0/822, 5-6=0/0 WEBS 1-7=0/1051, 2-7=-668/0, 4-6=0/1051, 3-6=-617/0 JOINT STRESS INDEX 1=0.41,2=0.26,3=0.26,4=0.41,5=0.39,6=0.90,7=0.90 and 8=0.39 NOTES 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Vert: 2=-658(F) 9=-658(F) Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSomre - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 February 23,2005 M& naming - verny design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE Py1GE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded verti Ily and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all teorary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI/ TPI 1 as referenced by the building code. For general guideice regarding storage, delivery, erection j and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of Amenca, 1 WTCA Center, Bulmrs 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofno Dnve, Madison, WI 53719 J F"/ryur ce Job Truss Truss Type Qty Ply F08 FLOOR 2 1 J1342750 Builders Fimt Smirce q))ee I/defl L/d PLATES GRIP Job Reference o tional 1-3-0 -.... � .+w 11 —11 -m , — 111U-11—, aw. mull reu t i i o:Lo:6J zuuo rage i Scale = 1:16.4 9-1 Plate Offsets (X,Y): 9:0-1-8,Ed e , 10:0-1-8,Ed e LOADING (pso SPACING 2-0-0 CSI DEL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Veq(LL) -0.02 10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.23 Vert(TL) -0.03 10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.25 Hor�(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight: 531b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOp CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 12=521/0-3-8,7=527/Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 12-13=-517/0,1-13=-516/0, 6-7=-522/0, 1-2=-472/0, 2-3=-1021/0, 3-4=-1021/0, 4-5=-1021/0, 5-6=-471/0 BOT CHORD 11-12=0/27, 10-11=0/873, 9-10=0/1021, 8-9=0/876, 7-8=0/0 WEBS 6-8=0/627, 1-11=0/606, 5-8=-563/0, 2-11=-558/0, 5-9=0/198, 2-10=0/202, 3}10=-116/0, 4-9=-113/0 JOINT STRESS INDEX 1 = 0.58, 2 = 0.29, 3 = 0. 13, 4 = 0. 13, 5 = 0.30, 6 = 0.59, 7 = 0.20, 8 = 0.66, 9 = 0. 19, 10 0.19,11=0.64,12=0.35,13=0.00 and 13=0.00 NOTES 1) All plates are 3x4 MT20 unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Taus Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 February 23,2005 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE MAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertitally and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guid nce regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Coluncil of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 1 a rivas buss type Qty Ply J1342751', F09 FLOOR 2J.. 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Dec 15 2004 MiTek Industries, Inc. Mon Feb 21 16:55:08 2005 Page 2 LOAD CASE(S) Concentrated Loads (lb) Vert: 1=-168(F) 2=-149(F) 4=-551(F) 12=-42(F) 3) 2nd unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-10, 1-3=-20, 3-5=-100 Concentrated Loads (lb) Vert: 1=-46(F) 2=-41(F) 4=-2020(F) 12=-154(F) 4) User defined: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-10(F), 1-5=-100(F) Concentrated Loads (lb) Vert: 1=443(F)2=459(F)4=4218(F)12=387(F) V vamiag - .erny aesrgn parameters ana READ NOTES ON THIS AND INCLUDED MITEK REFERENCE MAGE MII.7473 BEFORE USE This design iWE 0 g s based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all to poraryand permanent bracing, is the responsibility of building designer and / or contractor per ANSI /TPI 1 as referenced ti the building code. For generals Ct u ci regarding storage, delivery, erection andEntr bracing, Enterprise sultLan , Madison, or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Cquncil of America, 1 WTCA Center, Bulftwrs • „r.� � 6300 Enterprise Lane, Madison, W153719 or the Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719 [[ {�,,,�j Job First Source, F10 FLOOR LOAD CASE(S) Concentrated Loads (lb) Vert: 1=-304(F) 3) 2nd unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-10, 1-2=-20, 2-5=-100 Concentrated Loads (lb) Vert: 1=-83(F) 4) User defined: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-10(F), 1-5=-100(F) Concentrated Loads (lb) Vert: 1=395(F) Qty I Ply 1 Job Reference (options s Dec 15 2004 MiTek Industries, J1342752 12 2005 Page 2 S& ....nrng - —F" aaargn parama[ans ana KEAD NOTES ON THIS AND INCLUDED MITEK REFERENCE RAGE MII-7473 BEFORE USE I � This design is based only upon the parameters shown for an individual building component that is installed and loaded verli Ily and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all to porary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general gui i nce regarding storage, delivery, erection and bracing, consult , Madison, or, WI 5 Handling Installing and Bracing Recommendation available from the Wood Truss C ncil of America, 1 WTCA Center, FirstS4urce 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 [[ Job Truss Truss Type Qty Ply F11 FLOOR 2 1 J1342753 Builders First R- —P Pl—iAt 999AA Job Reference (optional) o.cvv s uvu i o cuv4 mi i eK inaustnes, Inc. Mon t-eb 11 11:00:422005 Page 2 LOAD CASE(S) Concentrated Loads (lb) Vert: 1=-308(F) 2=-274(F) 5=-2178(F) 17=-282(F) 2) 1st unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-14=-10, 1-3=-100, 3-7=-20 Concentrated Loads (lb) Vert: 1=-169(F) 2=-151(F) 5=-323(F) 17=-42(F) 3) 2nd unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-14=-10, 1-3=-20, 3-7=-100 Concentrated Loads (lb) Vert: 1=46(F) 2=41(F) 5=-1186(F) 17=-154(F) 4) User defined: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-14=-10(F), 1-7=-210(F) Concentrated Loads (lb) Vert: 1 =443(F) 2=459(F) 6=2629(F) 17=387(F) V warning - verrry assign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEAGE 111111-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vert' ally and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the Build& responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult , Madison, or , WI 5 Handling Installing and Bracing 83 D'O ofro Drive, available from the Wood Truss Ca�uncil of America, 1 WTCA Center, F. .r+., u r ce6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Ddve, Madison, WI 53719 I jjj( {�,,,�j aoo �--s Truss Type Qty Ply T100 FLAT 2 3 Job Reference Builders First Source, Jacksonville ,Florida 32244 6.200 s Dec 15 2004 MiTek Ir i 3-4-12 + 6-7-12 9-10-12 ', 13-1-12 16-4-1 3-4-12 3-3-0 3-3-0 3-3-0 3-3-0 6x8 = 6x8 = 4x6 = 2x4 4x6 = .11342755! b 23 12:26:49 2005 Page 1 19-9-8 3-4-12 Scale = 1:34.3 6x8 = 6x8 = 3x6 II 6x8 = 6x8 = 10x12 —_ 6x8 = 6x8 = 3x6 11 3-4-12 6-7-12 9-10-12 13-1-12 16-4-12 19-9-8 3-4-12 3-3-0 3-3-0 3-3-0 3-3-0 3-4-12 Plate Offsets (X,Y): [2:0-3-8,0-3-01, [6:0-3-8,0-3-01, [9:0-3-8,0-3-0], [10:0-3-8,0-3-01 12:0- -8.0-3-01. F13:0-3-8,0-3-0 LOADING (pso SPACING 2-0-0 CSI D FL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.77 Vett(LL) -0.38 11 >618 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.00 BC 0.90 VeO(TL) -0.53 11 >442 240 BCLL 10.0 Rep Stress Incr NO WB 0.80 Hotz(TL) 0.03 8 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Wit 1d(LL) 0.48 11 >485 240 Weight: 326 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD 2-0-0 oc purlins (5-11-5 max.): 1-7, except end verticals. BOT CHORD 2 X 6 SYP NoAD BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 1, 7 REACTIONS (Ib/size) 14=1961/0-3-8, 8=2282/0-3-8 Max Uplift 14=-1504(load case 2), 8=-1721(load case 2) FORCES (lb) -Maximum. Compression/Maximum Tension TOP CHORD 1-14=-1676/1324, 1-2=-5734/4344, 2-3=-10902/8134, 3-4=-14094/10363, 4-5=-14094/10363, 5-6=-11734/8696, 6-7=-6548/4893, 7-8=-1899/1475 BOTCHORD 13-14=-539/681, 12-13=-4344/5734, 11-12=-8134/10902, 11-15=-8696/11134,10-15=-8696/11734, 10-16=-4893/6548, 16-17=-4893/6548, 9-17=-4893/6548, 9-18=-623/805, 8-18=-623/805 WEBS 1 -13=-3966/5268,2-13=-1598/1310,2-12=-3952/5388,3-12=-1190/971, 3-11=-2324/3327, 4-11=-42/250, 5-11=-1738/2460,5-10=-941/803, 6-10=-3965/5407,6-9=-1581/1298,7-9=+4452/5987 NOTES 1) Special connection required to distribute web loads equally between all plies. 2) 3 -ply truss to be connected together with WS USP (0.25"X Girder Thickness) Screws as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 04-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc, Except member 4-112 X 4 - 1 rows'at 0-4-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B),face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Wind: ASCE 7-98; 120mph (3 -second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; partially; MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 5) Provide adequate drainage to prevent water ponding. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1504 Ib uplift at joint 14 and 17-? Design Engineer: Lawrence A. Paine, PE uplift at joint 8. r Florida PE No. 21475 Builders FirstSource - Florida, LLC LOAD CASE(S) Standard 6550 Roosevelt Blvd. Jacksonville, FL 32244 1) Regular: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) February 23,2005 Vert: 1-7=-54, 8-14=-30 I►Gi9RW1I%d"r%"1pn Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE FADE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. i Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is theBu' responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidnce regarding storage, delivery, erectionI and bracing, consultor HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, j 6300 Enterprise Lane,, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719 tSource k � s to r rn y Z D X m () r- N W rn I D n �5 05 Q-°�m cQio°Qd-O.70 mNT oZ o 030 C A c� ^� (D 3 (D o OL Qu o Q °-0 3 °? a(Q ° 0 ` nm Noo' °o3Qo -► °� c (D o 'ao 07o �oN. om °�? 00 °m 3�3 n :Ea oQ (D QOQ 5' LL (D c Q maw m C—A m r L` m m W n p0 0 n m D „ O rn r- Z n � D w= y A W N Z W ',., V rn (n A W m �C�Z o O Ony NO n Caw Q �0 0< (O� --T ° ° � -(�oZ °Cn cN OC D OO O c O iD o -4 <n -na D (O ( :E (D D m x �O a (D On ° (°D O m m O 7 0'a-0�Q - (D ZF aa M14 :-qya Wo tQ -4 14 C.) n O � 3Do N 'O A v o �° � �-o m m O m mN n O° Q 0 3� N N CQ. > 00- C `o D n p ° V 'DO -mn -Di W O o� o.o _ �No 0O O m m W m(D0 xo o A O o (D .� (D (O v o°_ - 7 C) (p �. 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Q O O (D � W- SQ 7 ° p N au ° N 3•On � � 0 � � (D N 6:7 ° 1( OnOD(D Q (p CD ° O. �, °O °- N m N O n (D (3iD u (D 0 u (D ° (Q ° ° 7 ° n O u�a c.0 7 Q < m 5• a (D Q Q - 70 D - (D o Qm� (OD . (D -2 :Q Q C (D -0 (D(0 ° 7 (D 03 ° M � D y m rn r- � A�" 0 Qog� � Z N cmmm3 y `00'0-0 Z p mUR:Q °05.0 O -.�°<a QO `" m • n (D 5 Q ` o' rn Z (D :3 Qom° -4 c—Di �(D 77 C (D (p O Z °> =5a (D Q -c • O u�a c.0 7 Q < m 5• a (D Q Q - 70 D - (D o Qm� (OD . (D -2 :Q Q C (D -0 (D(0 ° 7 (D 03 ° M CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 06-00033794 Date 8/25/06 Property Address . . . . 110$ SCHEIDEL CT Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO E UPDATED Application valuati n . . . . 1300 i ------------------------ --------------------------------------------------- Application desc HURRICANE SHUTTERS ---------------------------------------- Owner ------------------------ SAX ATLANTIC BEACH FL 32233 ---------------------------------------- Permit . . . . . . BUILDING PERMI Additional desc Permit Fee . . . . 40.00 Issue Date . . . . Expiration Date . ---------------------------------------- . 2/21/07 Fee summary Charged F Permit Fee Total 40.00 Plan Check Total 20.00 Grand Total 60.00 PERMIT IS APPROVED ONLY IN ACCORD CE WITH ALL CITY OF BUILDING CODES. Contractor ------------------------ JENARO RIFFO REMODELING SERVICE INC 2739 RUTH DRIVE JACKSONVILLE FL 32207 (904) 731 -5819 ------------------------------------ Plan Check Fee . . 20.00 Valuation . . . . 1300 ----------------------------------- id Credited Due -- ---------- ---------- 40.00 .00 .00 20.00 .00 .00 60.00 .00 .00 BEACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEACH s� PLAN REVIEW SHEET Building Department Public Wod 800 Seminole Road 1200 SandpI Atlantic Beach, Florida 32233 Atlantic Be$ (904)247-5800 (904)247-5 (904)247-5845 Fax (904)247-5 PLAN REVIEW COMMENTS Permit Application # Q6 - 3 3 7 9 Property Address: Applicant: Project: & Public Utilities Departments r Lane Florida 32233 Fax S. Doerr R. Carper D. Kaluzniak Public Safety This permit application has been: Approved as noted by the Department. Final application approval must come from the Building Department. ❑ Reviewed and the following items need attention: Please re -submit your application when the$e items have been comDleted. Reviewed By: a Date: Date Contractor Notified: CITY OF ATLANTIC BEACH 'SJ WINDOWS, SKYLIGHTS, GARAGE DOORS, HURRICANE SHUTTERS (r i Please submit (2) complete sets of plans with application. Date: �– 7 (o Job Address: /l 08` 5CA e-oe.(, C„ Owner: Qo(oerT- �5T�`(�%s�i�lie S9�c s Address: l/O9l sr-AelC(e/ C7- At/AA/77C AC# ,�C 3ZZ33 Phone: Legal Description: Block Number: _ Lot Number: Zoning District: Contractor.@'lC3.^O\ M��2�� l SX -0 tateLicenseNumber: CSG Address: o, %3cJ Hu �4? ac City: _ ,SGC-45.0/7IJ State: F-1— Describe -- Describe proposed use and work to be done: Present use of land or building(s): _ Valuation of proposed construction: 1 11 Is approval of Homeowner's Association or other private entity application. Required Building Data: Mean Roof Height 2- :(ft) Building Width Roof Slope Window Height A1.1 (ft, Window Elevation from Grade (ft) Measurement from corner of building to window N ,4 (ft) Number of windows being installed KE Phone:�f Fax: �frla� OCC -0,1r4., 0 7 ? 1W If yes, please submit with this Building Length v0 (.s, -t) Window Width A' (ft) 800 Seminole Road Page L Phone: (904)—'147-5800 • Fag: Mean Roof Height Atlantic Beath, Florida 32233-5445 (904) 247-584$ • http://Www.ei.atlantic-beach.n.us Revised 1/27/03 Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data, the following information is required: 1. Manufacturer's Test Report with Uniform Structural Load (psf) 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all Signature of Owner: I hereby certify that I have read provided with this application is correct. examined this application and know ordinances governing this type of work will be complied with, whether spe( give authority to violate or cancel the provisions of any federal, state or local governing of construction or the performance of construction of the property. above information being true and correct andAt the plans Signature of Contractor: Address and contact information of person to receive all e same to be true and correct. All provisions of the laws and led herein or not. The granting of a permit does not presume to les, regulations, ordinances, or laws in any manner, including the understand that the issuance of this permit is contingent upon the have been or shall be provided as required. regarding this application (please print). Name: Name: Advance Hurricane Shutters Mailing Address: 2014 E. Adams St., Jax., FL 32202 Contact: Victor Reyes 904-622-6435 ,Cell Telephone: 904-807-0174 Fax: 904-807-017$' ------- — E -Mail: Email: vreyes@advancedbuilding.b,lz AS TO OWNER: w/ Sworn to and subscribed before me this p� �1 day of 20_ (7� State of Florida, County of Duval E- 81M� of FIaAdI W Ism AIM. AS TO CONTRACTOR: Notary's Signature: ❑ Personally knpwn ❑ Produced ide tification Type of identification produced Sworn to and subscribed before me this ,.G \. day of State of Florida, County of Duval Notary's Signa Personally ❑ Produced i Type of id( 800 Seminole Road - Atlantic Page 2 Phone: (904) 247-5800 • Fax: (904) 247• produced Florida 32233-5445 http://www.ci.atiantic-beacii.il.as Revised 1/27/03 Duval County Property Appraiser - Parcel Summary • Pagel of 2 coi I 0mow ebe #e J1of the Cfty of Ja&=nww, Fiooda Home > Departments > Property Appraiser > Duval Parcel Information Owner's Name: SAX ROBERT M & STEPHANIE J Secondary Name: Property Address: 1108 SCHEIDEL CT City: ATLANTIC BEACH. Zip: 32233 - Unit Number: 3 PARCEL DESCRIPTION Database Search Pritable`Uersiiai Real Est�te Number: 178958 0816 2006 Exeropt Value: $0.00 Property Use: 0400 CONDOMINIUM Transacts n Date: 1/25/2006 F Transaction price displayed is based on Legal Description: 38 -2S -29E SCHEIDEL COURTthe F actual amount of UNIT 3 - 1/18 INT COMMON ELEMENTS O/R Transaction Price: $79,500.00 documentary stamps 12848-787 paid at the time of recording. The current rate is 70 cents per $100. Subdivision: 6439 SCHEIDEL COURT CONDOMINIUM Section/Township/Range: No. Buil ngs: 1 Official Record Book and Page: 13055-1625Heated ea: 0 Map Tile: 9417 Exterior all: VALUES AND TAXES FROM 2005 CERTIFIOD TAX ROLL Land Value: Class Value: Improvements: T : USD3 http://apps.coj.net/PAO/RENO.asp?RENUM=178958+0816 7/28/2006 Florida Building Code Online SCIS Home 1 Log In i Hot Topics Submit Surchar Product Approval USER: Public User Product Approval Menu > Category Subcategory Compliance Method Page 1 of 2 i{ jj +•v.�� tb 5C� YF L�&K � 54.x, y'x. Y.j 4d m Stats & Facts 1 Publications FBC Staff BCIS Site Map ;Lin > Application List > Application Detail 393-R1 vision proved All American Shutters 1140 Donna Road West Palm Beach, FL 33409 Fronk Bennardo ciingley@fibengineering.com Robert Bates 1540 Donna Road W`St Palm Beach, FL 33409 (511) 712-9882 1bl ightidea@execs.com FILE COPY Sh tters Sto m Panels Evaluation Report from a Florida Registered Architec Lice hsed Florida Professional Engineer evaluation Report - Hardcopy Received Florida Engineer or Architect Name Frank L. Bennardo, P.E. who developed the Evaluation Report Florida License PE -0` 46549 Quality Assurance Entity National Accreditation and Management Institute Validated By Jorg4 A. Pomerantz, P.E. t tp://www.floridnbuilding.org/pr/pr_app_dtl.aspx?palam=wGEV1QvtDgtBjiarh%2f'9gdWRld3f'0d7T 3/6/2006 To " m�MR0FL # 7 f Application Type Y� Code Version �r>�il•��al��g. Application lication Status �r�cnir�NrrS Comments f>ti�orl�� Archived Y,q Product Manufacturer a #�nkAddress/Phone/Email I � g T,�N, � ,* w w�lue►vrls.a�l�rs;d Authorized Signature Technical 0. Representative Address/Phone/Email . t' n Y• b'rwLoEl ° ' Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Page 1 of 2 i{ jj +•v.�� tb 5C� YF L�&K � 54.x, y'x. Y.j 4d m Stats & Facts 1 Publications FBC Staff BCIS Site Map ;Lin > Application List > Application Detail 393-R1 vision proved All American Shutters 1140 Donna Road West Palm Beach, FL 33409 Fronk Bennardo ciingley@fibengineering.com Robert Bates 1540 Donna Road W`St Palm Beach, FL 33409 (511) 712-9882 1bl ightidea@execs.com FILE COPY Sh tters Sto m Panels Evaluation Report from a Florida Registered Architec Lice hsed Florida Professional Engineer evaluation Report - Hardcopy Received Florida Engineer or Architect Name Frank L. Bennardo, P.E. who developed the Evaluation Report Florida License PE -0` 46549 Quality Assurance Entity National Accreditation and Management Institute Validated By Jorg4 A. Pomerantz, P.E. t tp://www.floridnbuilding.org/pr/pr_app_dtl.aspx?palam=wGEV1QvtDgtBjiarh%2f'9gdWRld3f'0d7T 3/6/2006 Florida Building Code Online Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Page 2 of 2 ILCIIJUOI V Year STM E330 2002 STD 12 1999 609.1.4 714 ethod 1 Option D Date Submitted 11/3/2005 Date Validated 1` /11/2005 Date Pending FBC Approval 1/15/2005 Date Approved 1/7/2005 Summary of Products Model, Number or Name_ _ Description 393.1 22ga, 24ga St 122ga, 24 Steel Storm Panels Limits of Use Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: s PTID 393 R1 T Cert Indep pdf Design Pressure: +/- PTID 393 R1 T Dwg pdf Other: Large Missile Impact Resistant. Valid for. PTID 393 R1 T Eval Rpt.pdf use outside the HVHZ onlv. i 25. Ta& (850) 487-1824, © 2000-2005 The State of t `.tp://www. floridab uildin,,, org/pr/pr_app_dtl. aspx?param=wGEVX( ack IVeXt-1 DCA Administration lent of Community Affairs a Building Code Online odes and Standards Shumard Oak Boulevard ssee, Florida 32399-2100 incom 277-1824, Fax (850) 414-8436 •ida. All rights reserved. Copyright and Disclaimer uct Approval Accepts: trLiiECY. tBj iarh%2f9gdWRXAd3f067T... 3/6/2006 FRANK L. BENNARDO, P.E., INC. CONSULTING ENGINEERS +'++I NORTH DIXIE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAX: (561) 391-2862 November 3, 2005 Florida Department of Community Affairs 2555 Shlunard Oak Boulevard Tallahassee, FL 32399 Regarding: All American Shutters 22ga & 24ga Storm Panels #05 -AAS -0001 To Whom It May Concern: Please be advised that the below -signed en financial interest in the company manufacturing or evaluation report or validation certification has be engineer is not owned, operated, nor controlled by tl: and does not have any financial interest in any other the above -noted product(s). Respectfully, Frank L. 13ennardo, P.E. Frank L. Bennardo, )P.E., Inc. FL PE 0.046549 Cert of Auth #9885 neer does not have nor will acquire a istributing the product(s) for which an prepared, as referenced above. This manufacturer or distributor noted above ttity involved in the approval process of FRANK L. BENNARDO, P.E., INC. CONSU] TING ENGINEERS W W W.FLBENGINEERING. QOM FRANg L. BENNARDo, P.E., INC. CONSULTING ENGINEERS 4441 NORTH DIXIE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAX: (561) 391-2862 Product Evaluati'On Report November 3, 2005 k k j. Application Number: FL393-R1 FLB Project Number: 05 -AAS -0001 Product Manufacturer: All American Shutters Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 22ga & 24ga Galvanized Storm Panels Scope of Evaluation: This Product Evaluation Report is being issued in accordancwith the requirements of the Florida Department of Community Affairs (Florida Building Commission) Rule Chapter 9B-72.070, F.A.C., for statewide acceptance per Method-A(d).- All products- listed- above- have been.-tested-andlor evaluated as. summarized herein to show compliance with the 2004 Florida Building Code and are, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions_ Substantiating Data.- PRODUCT ata: PRODUCT EVALUATION DOCUMENTS FLB drawing #05 -AAS -0001 titled "22ga & 24ga Galvanized Seel Storm Panels", sheets 1-7, prepared by Frank L. Bennardo, P.E., Inc., signed & sealed by Frank L. Benardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in acco per test report(s) #02-001, #02-002, & #03-001 by Constructio Large missile impact resistance and cyclic loading performanc SSTD 12-99 test standards per test report(s) #02-001, #02-00. Corporation (CTC). Metal tensile capacity has been determined in accordance witt ASTM E8 test standard per test report #0127H, #0198H, & #0053J by Certified Testing Laboratories (CTL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: Page 1 of 2 lance with ASTM E330-84 test standards Testing Corporation (CTC). have been tested in accordance with & #03-001 by Construction Testing Evaluation Report Prepared by: Frank.L. Bennardo, RE.,, Inc. Frank L: Bennardo, P.E. # PE0046549' FRANK L. BENNARDo, P.E., INC. CONSLiLTING ENGINEERS W NW.FLDENGINEERING. COM FRANx L. BENNARDO, P.E., INc. CONSULTING ENGINEERS 4441 NORTH DIXIE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAX: (561) 391-2862 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing No 33% increase in allowable stress has been used in the d Impact Resistance: Large Impact Resistance has been demonstrated as eviden accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as ind respective Product Evaluation Document (i.e. engineering d Installation - Each -product listed above shal I be-instafled in strict compliar Document (i.e. engineering drawing), along with all compone Each product component shall be of the material specified in Document (i.e. engineering drawing). Limitations & Conditions of Use: n of each product. in previously listed test reports, and is in the span schedule(s) on its with -its -respective ProductEvaluation- noted therein. product's respective Product Evaluation Use of each product shall be in strict accordance with its resp4ctive Product Evaluation Document (i.e. engineering drawing) as noted herein. i All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host strupture conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. I All components which are permanently installed shall be prote other such damage at all times. Each product has NOT been designed for use within the High Certification of Independence: This engineer does not have nor will acquire a financial interes distributing the product(s) for which this evaluation report has t This engineer is not owned, operated, nor controlled by the ma does not have any financial interest in any other entity involved product(s). Page 2 of 2 FRANK L. BENNARDO, P.E., INC. 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L r"'-ilDokNg aQEs l � rti Application Status amvr^�r�wrw..sa^nGn Noir .+� cr �o cnr�iliaut��I Comments ,., Address/Phone/Email ^ Archived dlx+ y,rvx,rrawtx�nrm"�°i'�tvnmv''p -4g, Technical Representative icw^•.r.lwwrmwEww�.,v�"NO ' i' r'i1 iid ' � vrwry Address/Phone/Email �> �- .:IR. ME �S'Lupj Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Product � Manufacturer ,., Address/Phone/Email `"�4 r t� 4} Z -1r3 ] r„♦<'r� f; i I i1,� {' .if£ f-., r..r r' y N4 wC`YsK �Y•-hyr!y'p'I'1i'�' C '..d}M..l .. y� �" Authorized Signature s 4;, �Y�rP'fMCiA':.nq!?'"53C1/xrty Publications FBC Staff SCIS Site Map j Lin �'rr1�++vii'a'anYC`4°P'7AM'+rv.°n'¢lo4i�'ir Y L�� ;�I'S"PFT•+�'T'GxCj GENE�R.Atn, dlx+ y,rvx,rrawtx�nrm"�°i'�tvnmv''p -4g, Technical Representative icw^•.r.lwwrmwEww�.,v�"NO ' i' r'i1 iid ' � vrwry Address/Phone/Email �> �- .:IR. ME �S'Lupj Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License > Application List > Application Detail FL2249-R3 Revision 2004 Approved Mown and Country Industries, Inc. 400 West McNab Road Pt. Lauderdale, FL 33309 1954) 970-7700 �omj@tc-alum.com Vladimir Knezevich \jk@knezevich.com FILE COPY Thomas B. )ohns,�on 400 west McNab Rd. fit. Lauderdale, FL 33309 (054) 970-9999 tomj@tc-alum.com Shutters Accordion E�aluation Report from a Florida Registered Architec Li�ensed Florida Professional Engineer Evaluation Report - Hardcopy Received f n W. Knezevich P} -41961 Page I of 3 � rt)i er x=. `"�4 r t� 4} Z -1r3 ] r„♦<'r� f; i I i1,� {' .if£ f-., r..r r' y N4 wC`YsK �Y•-hyr!y'p'I'1i'�' C '..d}M..l .. y� �" " •�;�L`1b.5r�.�iiML'i�.. JI t.e_...,..{.+a...rriUA Y'.�'i7iiF"�a1.'1rc�•%'.•�'r�e! e Stats &Facts Publications FBC Staff SCIS Site Map j Lin > Application List > Application Detail FL2249-R3 Revision 2004 Approved Mown and Country Industries, Inc. 400 West McNab Road Pt. Lauderdale, FL 33309 1954) 970-7700 �omj@tc-alum.com Vladimir Knezevich \jk@knezevich.com FILE COPY Thomas B. )ohns,�on 400 west McNab Rd. fit. Lauderdale, FL 33309 (054) 970-9999 tomj@tc-alum.com Shutters Accordion E�aluation Report from a Florida Registered Architec Li�ensed Florida Professional Engineer Evaluation Report - Hardcopy Received f n W. Knezevich P} -41961 Florida. Buil�.Mc, Code Online Quality Assurance Entity Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By. Sections frorn.the Code Product Approval Method Date Su'umitted Date Validated Date Pending FBC Approval Date Approved Page 2 of 3 National Accreditation and Management Institute ORLANDO L. BLANCO, P.E. Standard ASTM E330 SSTD 12 Year 2002 1999 ethod 1 Option D 2/31/2005 /5/2006 /9/2006 17/2006 Summary of Products FL # Model, Number dr Name L2249.1 6.8 and HR Accordion Shutter Limits. of.. Use Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: ' Design Pressure: +/- Other: Use of these product shall be in strict conformance with the requirements oflthe reference drawing prepared by TTG, Iris. These products are NOT suitable for.installatipn in the 11 High Velocity Hurricane Zone. .These products 11 may only. be installed on concrete, hollow concrete block or wood substrates. Forlall other conditions site specific design shall be lly this office or our delegated. engineer. Shutter spans . less than 32" are not acceptable per the provisions of SSTD 12-.99. K - 2249.2 J6.8" Accordion Shu ter Limits of Use Approved.for use in HVHZ: Approved for use outside HVHZ: k Impact Resistant: i Design Pressure: +/- Other: Use of these product shall be iri strict Description uminum Accordion Shutter Instpllation Instructions - Verified By: Evaluation Reports PTID :2249 R3 T 05-578 DWG 68 -HF PTLD 2249 R3 T 05-578 Report 68-.c Extruded Aluminum Folding Shutter Installation Instructions Verified By: Evaluation Reports Florida Building Code Online -- conformance with the requirements of the reference drawing prepared by TTG, Inc, and comply with chapter 61G15-23 of tho Florida .Administrative Code. These productsare NOT suitable for installation in the High Vo'locity Hurricane Zone, These products mayonly be installed on concrete, hollow concret4 block or wood substrates. For all other conditipns site specific design shall be by .this office der our delegated engineer. Shutter spans le$s than 32" are not acceptable per the provisions Iof SSTD 12-99. 12249.3 11HR Accordion Shutter Limits -of Use Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other• Use of these product shall be !in strict conformance with the requirements of the reference drawing prepared by TTG, IVloricla' . and comply with chapter 61G15-23 of the Administrative Code. These products are NOT suitable for installation in the High Velpcity Hurricane Zone. These products may Only be installed on concrete, hollow concrete lock or wood substrates. For all other conditiohs site specific design shall be by this Office off- our delegated engineer. Shutter spans lest than 32" are not acceptable per the provisions cif SSTD 12-99. Page 3 of 3 Extruded Aluminum High Rise Foldi Installation Instructions Verified By: Evaluation Reports SI Florida Building Code Online {' S?l.:iNit4ri+°FYit M 'k'O'Nari�i��nq �,j�ll� 5r'4' ! yw4ii+Y� t, 4 sttShi�'., pG�'�"r�"i 6. RYra ni�� SY�niiG'i�wrnsrYR£..ti r`r i9Y .L T9�Ei�y'F"TM^+"'T tN'++E't:PYx riS +Ys '7F.tv�?wBENZ P " "9h47"!11'Ss1"k'i`Rr�il' ! f"W. `C9t4pS� �.c�',l�'F s i��BJ�Tp�•sl�� d, T hyV BCIS Home I Log In I Hot Topics I Submit Su Product Approval USER: Public User Product Approval Menu > Page 1 of 2 . ..... E� ctvf! t rt t , r5 y rT:� i'�l� Aa�xF Flys w M�q. ."'i e I Stats &Facts I Publications I FBC Staff I BCIS Site Map Lin > Applicatlon List > Application Detall > Application Checklist Form #: 9B-72.130(3-) ,.i 1. Verify the method of demonstratih' g compliance is from an entity approved by the Flori,da'Building Commission. orl 2. Verify submission of the evaluato may be a test lab, certification ag Architect or Florida Professional E certification listing or evaluation r ,,,; 3. Verify the method of dem-onstratii suspended, recalled or revoked. <1 4. Verify the product has not been rE S. Verify the Code sections and refe demonstrates compliance. 6. Verify the method of demonstrati of the product, as intended. 's certification of independence. Note: Evaluator mcy, evaluation entity or Florida.. Registered Igineer which produced the.test report, !port required by Rule 9B-72.040(5). g compliance is current and has not been called or revoked. �I nce standards for which the evaluation g compliance indicate any limitations on the use wJ; 7. Verify the manufacturer installation instructions are provided. i .1 - 4 8. Verify that a quality assurance program audited by a Florida Building Commission approved third party quality assurOnce agency is in place. To the best of my/our knowledge, Ithe'product, method, or system described in this application meets or exceeds he'Florida Building Code requirements and reference standards listed in the application. Next DCA Administration Dep$rtment of Community Affairs Florida Building Code Online Codes and Standards 55 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-182ll, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: I II l��•�r.:•t�+ .� Er�2Gi, Kiel TTG PROJECT NO.: K.K5578.00 FSC EVALUATION REPORT NO.: CODE: PRODUCT CATEGORY: PRODUCT SUS -CATEGORY PRODUCT NAME: MANUFACTURER: Evaluation Revert E: December 30, 2005.PAGE: 1 of 3 FL2249-R3 Florida Building lode 2004 Shutters u Accordion 's 6.8 & HR Accordion Shutter : Town and Country Ihdustries, Inc. A Division of ABC �upply, Co., Inc. 400 West McNab R$ad Fort Lauderdale, FL!33309 This is. an Evaluation Report issued by John W. Knezevich, P.E. (Systeni..ID No. 1754), to Town and Country Industries, Inc., based on Rule Chapter No. 98-72.070, Method 1(d) product Approval, Florida Building Coml Department of Community Affairs. These Accordion Shutters have been evaluated an found to be in compliance with the Code and that the products are, for the purpose intended, at least equivalent to that required by the Code. N Re-evaluation of this Evaluation Report is r6quired, following any code changes, to maintain its validity, 6�yp11,[�IPd.i.�:ttr, . � ✓y Evaluatid��Repp;`i?,rea¢cl b; THO) 1T.6'GRPUP, INC 7ohriW' ne Vice 1'�esiij Decembe�,�3D?��O�S�t:l ".�•t�,y,=� Florida Licetfsejg, ;pE'41961 Florida COA No.: 7519 The sea] appearing on this document was authorized by John W. Knezevich, PE 41961 on l li 18/2005. This does not constitute an electronic signature; original, signed & sealed hard copies to the appropriate agency will follow. 330 North Andrews Avenue, Suite 450 + Ft. Lauderdale, FL 33301 0 954.522.3690 ■ 954.522.3691 fax ■ www.Thtr7Group.com Offices Worldwide � ri r,�l L slti' Q�p=rs= Thornton ,Tomas'etti'�-o TTG PROJECT NO.: K.K5578.00 FSC EVALUATION REPORT NO.: CODE: PRODUCT CATEGORY: PRODUCT SUS -CATEGORY PRODUCT NAME: MANUFACTURER: Evaluation Revert E: December 30, 2005.PAGE: 1 of 3 FL2249-R3 Florida Building lode 2004 Shutters u Accordion 's 6.8 & HR Accordion Shutter : Town and Country Ihdustries, Inc. A Division of ABC �upply, Co., Inc. 400 West McNab R$ad Fort Lauderdale, FL!33309 This is. an Evaluation Report issued by John W. Knezevich, P.E. (Systeni..ID No. 1754), to Town and Country Industries, Inc., based on Rule Chapter No. 98-72.070, Method 1(d) product Approval, Florida Building Coml Department of Community Affairs. These Accordion Shutters have been evaluated an found to be in compliance with the Code and that the products are, for the purpose intended, at least equivalent to that required by the Code. N Re-evaluation of this Evaluation Report is r6quired, following any code changes, to maintain its validity, 6�yp11,[�IPd.i.�:ttr, . � ✓y Evaluatid��Repp;`i?,rea¢cl b; THO) 1T.6'GRPUP, INC 7ohriW' ne Vice 1'�esiij Decembe�,�3D?��O�S�t:l ".�•t�,y,=� Florida Licetfsejg, ;pE'41961 Florida COA No.: 7519 The sea] appearing on this document was authorized by John W. Knezevich, PE 41961 on l li 18/2005. This does not constitute an electronic signature; original, signed & sealed hard copies to the appropriate agency will follow. 330 North Andrews Avenue, Suite 450 + Ft. Lauderdale, FL 33301 0 954.522.3690 ■ 954.522.3691 fax ■ www.Thtr7Group.com Offices Worldwide a� sew !? Lf 9�'�Kj4 Thornton -Tomas etti Qroup Y TTG PROJECT NO.: KK5578.00 2.1 2.2 2.3 PRODUCT EVALUATION DOCUMEI Town and Country Industries, Inc. 6.8 & revision one, dated December 19, 2005, Group Inc.,'(TTG, Inc.), signed, dated and of this Evaluation Report. TEST REPORTS • Test report for -Uniform Static Air Press successful testing of impact resistance is prepared by Construction Testing Corpc (HTL), and are listed in the referenced c • Tensile Capacity of aluminum alloy E8 -03/A370-03. STRUCTURAL ENGINEERING CALCI Prepared Rational and Comparative Analys anchor calculations. From these analyses, a Schedule was prepared for both the 6.8 Acc design load (PSF) schedule was also prepar span conditions at specific design loads (PE both accordions. No increase in allowable stress has been The Accordion Shutters satisfactorily pas; with SSTD 12-99. These Accordion Shut windborne debris, when installed in ac respective drawings, prepared by TTG, Inc. These Accordion Shutters have been de, Schedules of their respective referenced Evaluation Re o rt E: December 30, 2005 PAGE: 2 of 3 Z Accordion Shutter, Drawing No. 05-578, with a ets 1 through 13, prepared by Thornton-Tomasetti sled by John W. Knezevich, P.E. is an integral part re in accordance with ASTM E330-02 and conformance with SSTD 12-99. Reports were ation.(CTC) and Hurricane Test Laboratory, LLC awings. .cions was determined in accordance with ASTM LATIONS , s of Accordion Shutter performance, as well as Maximum Shutter Span vs. Design Load (PSF) rdion and HR Accordion. An anchor spacing vs. J, indicating maximum anchor spacing for given for each type of anchor used during testing, for in the design of this product. ;d the large missile impact testing, in .accordance ;rs may be used to protect glazed op&hings from ordance with the limitations indicated in their I to resist wind pressures as indicated by the Span ings. rsirt4 r�"nY4yvx tq� } ` Thornton -To'-y^ masett7 , TTG PROJECT No.: KK5578.00 The maximum anchor spacing for each found in the Anchor Schedule of their re These Accordion Shutters are to be in notes, schedules and material specific Evaluation Revert ----------------- December 30, 2005 PAGE: 3 of 3 of anchor, shutter span and design wind load is ve referenced drawing. in accordance with -the typical details, general found in their respective referenced drawing. See General Notes of the referenced irawings, unless otherwise noted, for material specifications. All dimensions of compof eats are indicated in their respective referenced drawings. Anchor specifications including= acceptable substrate,minimum embedment, edge distance and manufacturer are indicated in t�e referenced drawings. • Use of these product shall be in strict drawing prepared by TTG, Inc. These products are NOT suitable for • These products may only be installed c substrates. For all. other conditions site delegated engineer. Shutter spans less than 32" are not This Florida Professional Engineer do acquire, a financial interest in any coi or labeled by the agency. • This Florida Professional Engineer is manufacturing or distributing products • This. Florida Professional Engineer' acquire, a financial interest in any c which the reports are being -issued. • This Florida. Professional Engineer 1 acquire, a financial interest in any of product. with the requirements of the reference ation in the High Velocity Hurricane Zone. concrete, hollow concrete block or wood recific design shall be by this office or our able per the provisions of SSTD 12-99 not have, nor does he intend to acquire or will he any manufacturing or distributing products tested t owned, operated or controlled by any; -company tests or labels. forming an evaluation does not have nor will pany manufacturing or distributing products for rrrnng an evaluation does not have, nor will entity involved in the approval process of the f In lDrmolion: P:\fLt\Proiecls\NK5578.00\prowings\RI-sub\05-57B-Ol.dwg MCDntu 12/19/2005 12; 21: 10pm m N Y Ty -1 -1 9 2� rOC2 2 O ODD D S,�p n N N OD Nr Dm no D 1m 2 m m Tar r -1 y Z -1 Ar 2n ° rnr Trnln Y yl DN -/ m DO>= pZ2D rnrn m E r Dmo= OIC Dz-1 c -+Da Nay DInm--- ZT mT)S mm 3 X y �A 'Ip Vlm ay TCO m m > a D m m 2 n r o D a0 TJ lrn m E3 fmndmS rr D01Dm L1rnm '{ 9-IZm m N NA 73Zrr Z N m DDnT =° N -m mm °D mZ N Oln nD�n I. 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OZ_ O "I D D Zm VISm Z° K in A TO In p m 7Cr O DAOy = rym nODD Z �C O ymr m DD Soy N vl _ y ZAZ 2 m�N y m �^ ? Z D cam a m2 IZ1D< Vm y m < AVIm D N /ml m N O ° D 3 a„mr m D-nS D2 mM.- >m C TZ IZD p, mTa yLl as DIT2 Zrry _i I`3 ZDD y C m 1n > T -D m O1 T C C y 0 m K m to O y D D Eyrn =nIz L) ODSm 3 r -I C0m Q 2 m° m Ovl Jj_ u m0 mm2 m=,. 00 Z U1 �Zvmi D- D S m rro m .ran Z r r Z p m n. C In E a0� mTIK mm-Zj01 -I pp mZ•{ AOVIK DD 2 r.l TC EA_o Eyl on >Ec -I On DZO -Ir :a,1Z Z= - .'^ Inmm W 'XIZ 'Ir HA X. SHUT ER SPAN o FOR 6.0 ACCORDION SHUTT iR SYSTEM, SEE TABLE 1 9 ,FOR MR ACCORDION SHUTTE SYSTEM, SEE TABLE 3 r n 1 ,. z� v2 rm y D= <Z m E3 a N D r f1) N. n m m n 'I < 37 m0 Z D � D m . O' In Z = D r_ m ' � m y 1- m < n m D • -i -I O y 2 2 y r y D n r Z FLORIDA BUILDING CODE, 2004 C0 IIaT II.SII� aw w ' .l • TME SEAL APPEARINGN THIS DOCUMENT WAS 12l191200S. THIS DO 5 NOT CONSTITUTE AN EL _HARD COPIES TO THE PPROPRIATE AGENCY WILT Y 1,. i, £ E4 HR ALUM. AC ORDION SHUTTERS C-) ; N 3 +. Q� 100 Wm 330 T.I. W. KNEZEVICH PE 0011961 ON ORIGINAL, SI(,'NED & SEALED Thornton•Tomasetti Group 2005 Prinl Informatlon: IAC.nlu 12/19/2005 12: 21: 50pm 12/19/05 1.690 o. 1.090" > > > > c9 z nn p, N I M 6 ZE5 12 > C) r4 1 1 N. 14.6" n C: Nm r > C: :rm p 0 >Z 7 Fh r. N N m Fl. In L 1.175- . al > '0 cl m OF C N pi N ch 1— tA I2S7 h7— > 0 >w M > 0 > M > 1. O2 001, 00" > > m D� rZ C > C) > A ?( > > C7 m > C: rn 6 > > C: > I, m m LA ;j ol FLORIDA BUILDING CDDE, 2004 THE SEAL APPEARINE ON THIS T WAS AUTHORIZED T- I /I )ES NOT CSIGNATURE; IC 0 12/19/2005. THIS CUTE AN ELECTRONIC'8NYAJOHN;W. KNEZEVIC� PE 0o4l9sl ON DC PR -NS"" TURE ORIGINAL, SI NED & SEALED HARD IATEI AGENCY WILL FOLLOW. revisions p E" - R.. HR ALUM. ACCORD! 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ON THIS DOCUMENT WAS AU RIZED BY (OHN W. KNEZEVIC PE DD�1961 ON 12/19/2005. THIS OES NOT CONSTITUTE AN ELECTRO 51GNATURE; ORIGINAL, %NED El . HARD COPIES TOT E APPROPRIATE AGENCY WILL FOLLOW. SEALED =L HR ALUM. A CDRDION SHUTTERS .V,,x g Thornton•Tomasetti Group wou Es J 1-1 1rnnvdnhi •^^ •Y _• a D1.LLn xC.C„ypl, C.., I.c _•-- I.nrn•..i..,.... 330 N. Andrew, Ave, Suhe 150 • f,. Laudntlale, Fl 37)01 Tel. 19 54) 321•]690 • Fa+ (93� 522.3691. [OA 1 )319 Wcbdle:_.The Group.cam n Inns rhn _r,i r.-.._ i__ Prhl In -1—lim P: \FLI F, -eub\05-578-04.dw9 MC°0lu 12/19/2005 12:22: t� N OpDY r.: D�N PN `P7aj C Z -1C0 % y� Spm Dm '9 D D ny lzgy?P PN nY N W r N xN0 o C -iy x 4, y 3 1r3C.. W m 2) n Z. m�P.r%[ I,P <O an � m O>DOm 1^y z Z z� a y a K Sz Z -3„ 0 -< m p T 2 a a C r m p C ppb > >T �z- D o O i m2m w� m ^ 3m nAD n rr rC i2 r nn 3m > In P Y y Z C n--•�1 < n ••t; { 'Dr. m {N3 T n O U y c { ? 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Fac (9J4)TTJ 22-7691 COA f 7J a P Y :�;= p y,� . 19 Wc6[Ite: wwnv.The Lr°up.c°m y, r .— I a m _ � •,.�3'� ..4 - • _ n _ D > rr rC In { OD mr O y = In 0 s 0 lA ED D x m z Z m O W 2 ZO zp {ym Om I -1 in mr r-, my D Z> WOTJ DNp mmm m-1 rm 1o NA CSz N OTy pC p W Z 0>Ca -C N v, v D o i yt0��m £C`rIA>nNWO,N; � -r.lnr�,•ym9pm mN�DOxayn£ c0z21mz->1z aT m0T Srom Nnmm00y n rn°3�Am2'IJ 0 x m w m D Z O E O N Liy�Inm 1 N ' =z 3 D3 m`p>02- . D nOC- nmNZIT N N CZ >min {N ' [xmin% n>m m Om<' � xzz m n� n ala zw 11), mminN A{m y3 m :m ONS Nz7F <Sry 'm > nn- mnm2 rte,<mxm vAixyn ,PD OO CNS-1Np CZ t. yo>v mp r0 -3W c E mzl 2 Z, rn. a j. 4 THIS DOCUMENT WAS AUTHORIZED IY 10- W. KNEZEVICH, PE 0041961 ON E O M APPROPRIATE AGENCY WILL GOILOW. ao� revlsl .HR dale h daacri II°n D S � ice' � �Nl ALUM. AC ORDION SHUTTERS r,,r W^.._,. cJ, J 4, y 3 Thornton•Tomasetti Group •r"T_ � 370 N.A.54) -[ 11 lu. 4J0 • Fl. Lcud[rdalc, FL 77301 Tcl, (9 J4) S7]-3690. 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DIST, m O S �--, �o D m I' 1 C - o m NN n O ' O Tn C D m oA a w o w a .Nm O E20 z o. P "-i % ZP -> �1 -I Z W X mm A m , X aCM o Z: C= DCvOonL2 2 m r3 n `� X •i DDZ ;•� D an 1Cm =I £nom MIZnc mm�rn r7P. £� Q � HOr Z y DOm Irn %D W NCr ° D>0 a2Z £nom Eq_O m�\r n!ZI C m = m apX MAX.SHUTTER Irn3 �p> n >= 44 >Cr k no W C\ Oyp c LENGTH SEE x x°n mmZ NOI•.O Mn,:r a > t p DI ACCORDION SHUTTER K c -n D pox MAX. SHUTTER 0 n- n M O Z= SPAN SCHEDULE, 70In "� { LENGTH SEE a r TABLE 1 3 s C D ACCORDION SHUTTER -~(C T m ctv 2 C,a a 0 SPAN SCHEDULE, T1 DIo 2 -I m °=0 r. g., � z � TABLE 1 q v N r L��al 1 ~ = 2 r • '-� i FLORIDA BU/LO/NG COO E, 2004 .' THE SEAL APPEARI G ON THIS DOCUMENT WAS RIZED BY IOHN 1 . KNEZEDICH PE OOi 1961 ON E i N •= ': R 12/19/7005. THIS (IDES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED 4 SEALED HARD COPIES TO E APPROPRIATE _ '•'-- N_ AGENCY WILL FOLLOW. o a no d]I, E revion desctl Ban r '2 �EEd HR ALUM. A CORDION SHUTTERS G f s o F' - Thornton•Tomasetti Group In ET1 9 r h 33D N, Andrew, Aye., Sulle ISO • FL L.uderd"" fL 33301 Tel. 95i 527- ( 1 3690. F.:(934q22-1691 CDA' Y 7319 . We6,11e: _.TheGroup.[om ' I s 3't o - 4 • • • ^" o : '• ` ._ _ a al.,.w, J iCd.rrlr c., a, _, :---- C I h oovr o t 0 2005 Thnrntnn-T--tti rano Inc. I' Prinl Information: P:\FLI\Pralcpls\KK5578.00\Drawings\RI-cub\05-578-08.dwg MC -Lu 12/19/2005 12: 22: 29pm O Ll 9y Lr I O mm °aI O NT -ia 1 CI 1 yr �p Cn£ �o 1 m ^ N � � •i p O o f- N m r O ~ N :Q D x C F 1' "='I Z 0 o K yOr rn aR C-1� Z SNC C W m CD Z •M7 m yr mON 0,O,1Xpr Ih O P• OTI=il mO££H y �uNi TAS corny N£ zxno MAX. SHUTTER LENGTH, SEE CORDION SHUTTER PAN SCHEDULE, TABLE 1 £_D ; Sm 7pym '79 sx Ncx Nair yy 1•Ny N- WOCx Do oczi CD2 m S Dnm09''TC2 Sm ax X's o DAN DX mpOnrn r Amy m'^ -ix zxnm £�O A~ AN �•--y511p2 amCN Om_ r y2 T CC1 2000l -i 2 Ll a N m n mo '�NIS DDCUMENT WAS AUTHDRIZED BY JD- W, KNEZEVICH, PE 00.11961 nN fBVI 10 1 V 1 t APPROPRIATE AGENCY WILL FOLLOW.Vm crccu 2 �c o; or Ra dile b dxx� uan ; s r �, r HR ALUM. A CORDION SHUTTERS •. CTS o _ c.c...rb.._n,xnorn n mrw. ' ?e �_ ,Th L ornton•Toma5eutat 1 Group ._ p' L S r r �_ yrcc •d 3]a N. Andrews Avc, Sullc 150 • FL Lauderdale, F -3 T.I. (951) 522-3u90. Faa (9$•F) $21•]d9i . COA 1 )$19 C. r �n p :-� "� s ,rte, / Vx xixc, ✓ Webslle: www.7AeT7GrouV.com ___. .. ._ A�I.I.L.. /CS., Ir Cr. lac V Dr DZ O K D Q \ I TTruA r Q W �7 x' Q C zTmm f- 1• ZO31rX vnm� m ON 'OD=may D2Tn nrnmo 2 �T�2n c, G1rnnT M LX 5 T T E TI'rn r SLE -f<O mo£n Tmo 'azx ACCORDION SPAS•-SCHEO„ SHUTTER TABLE t moom S= Z�oy n>01, X A O S A. o 3) FLORIDA BUILDING CODE, 2004 N N n T r Q \•m _ m Q 7� W 3 x` O ' 1. CZTmT 2. O31rx Onm� c �-IDON CnZ Z'{ D2T0 CA, Zcmz -m•{mLl=LZ1 �vt'rn LI I'Ing mnll Ig E�iiT 3 rD£;Kz oD7O ACCORDION SHUTTER mO£n AZ2 SPAN SCHEO„ TABLE 1 rOOA m�O'mi n aom Xc z m x n x yr on N m y� y 2? 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CTS o _ c.c...rb.._n,xnorn n mrw. ' ?e �_ ,Th L ornton•Toma5eutat 1 Group ._ p' L S r r �_ yrcc •d 3]a N. Andrews Avc, Sullc 150 • FL Lauderdale, F -3 T.I. (951) 522-3u90. Faa (9$•F) $21•]d9i . COA 1 )$19 C. r �n p :-� "� s ,rte, / Vx xixc, ✓ Webslle: www.7AeT7GrouV.com ___. .. ._ A�I.I.L.. /CS., Ir Cr. lac V Dr DZ O K TTruA f- 5 \. m m F �� _F� •. > m T� Vm A 0 A O FLORIDA BUILDING CODE, 2004 O Ll 9y Lr I O mm °aI O NT -ia 1 CI 1 yr �p Cn£ �o 1 m ^ N � � •i p O o f- N m r O ~ N :Q D x C F 1' "='I Z 0 o K yOr rn aR C-1� Z SNC C W m CD Z •M7 m yr mON 0,O,1Xpr Ih O P• OTI=il mO££H y �uNi TAS corny N£ zxno MAX. SHUTTER LENGTH, SEE CORDION SHUTTER PAN SCHEDULE, TABLE 1 £_D ; Sm 7pym '79 sx Ncx Nair yy 1•Ny N- WOCx Do oczi CD2 m S Dnm09''TC2 Sm ax X's o DAN DX mpOnrn r Amy m'^ -ix zxnm £�O A~ AN �•--y511p2 amCN Om_ r y2 T CC1 2000l -i 2 Ll a N m n mo '�NIS DDCUMENT WAS AUTHDRIZED BY JD- W, KNEZEVICH, PE 00.11961 nN fBVI 10 1 V 1 t APPROPRIATE AGENCY WILL FOLLOW.Vm crccu 2 �c o; or Ra dile b dxx� uan ; s r �, r HR ALUM. A CORDION SHUTTERS •. CTS o _ c.c...rb.._n,xnorn n mrw. ' ?e �_ ,Th L ornton•Toma5eutat 1 Group ._ p' L S r r �_ yrcc •d 3]a N. Andrews Avc, Sullc 150 • FL Lauderdale, F -3 T.I. (951) 522-3u90. Faa (9$•F) $21•]d9i . 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N D m,o: rZ' <mSm Nx en �°'D oO ` m. -.x x Cr8?CNO °Z eo yo DN m.2 O ro -D raw C 1 0 m y n y i 1 1 1 Z N n � Om r D n r -r•I m m m_ w� yy •r m2 n H 33 r2 ,m c � i N m mp � E r m r m D -+ y O N r r y = r X • .�xv ri t:i•ril.,. �i I II it I II FLDRIDA BUILDING CODE, 2004 9 i THE SEAL APPEARI ON THIS DOCUMENT WAS AUTHORIZED BY IOHN W. KNEZEVICH PE 0041961 ON 1�1•" L.1 �•;, • 'S. 12/19/2005. THIS DES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED 6 SEALED HARD COPIES TOT E APPgO PRIA7E AGENCY WILL FOLLOW. revisions t r Z r no dale h 1 dnecri hon )• •- 1_••h "�� jE�& HR ALUM. ACCORDION SHUTTERS ornton•Tomasetti Group n 330 N. Andrews Ave„ Sone 450 • FI. la�tlertla le PL 73701 T.I. (IS 11 527-5690. Ha (9 S,4 572.7691 • C(JA J 7519 I�(��r�JII wow ,Nie we6rlw w.+w.TheTTGou IS'I n7 O ` •a1 '�` ALJr:.b.,f.lixCS.PPIr Cr. l.c�zu P.com CD t C7T CO P N tpaW a 'z G Dz - < � Owx cm pOs D ym x C -I n �l {{jj y .0 v -V rD'— mrd -( 'D n � CC: to "a0 UfV w Dr D I( N m r S a y K -t o n O m r j m m ;o D D r P1 m o S �O C DNS r = iFTy mN m aCx x NSA nD mma "<m m ?NN SN iy O m my . p aim zxx UImW Zm00B nr 006 n27D G mm0.'• KmO� z ma yxy yaC :D ape W rjp S Z7 0 s a c In U ut T Aonti m2 mn�p, .S9Nx m <' n rnu N ' myS O' N m r O• D 4 A W r z 4- > Z , D C l 6 Z rD O O D K N 'nvrr3 soN ll Z 0 Ox cex Z O Z In T TOS' D D C i x o o D rn Ut ; m ZI x rN yr3C•, C mw Warn£ �. r =ZZDCm ya OZm 0S3 [. C { p Z 2Tm wA 1110 r OS S S 1 k-' V DyAp r Oy10ml ua )> 0- IAOZ vy nT C MLA n mN Orn r nynE . n Z i OT rn2 m p 0 p 2904E T D mm yvlN Din KN > 'c Z',> - Z .Oz , •Dm mx?Q �mrni3� 0,-1 n�zW o. N D m,o: rZ' <mSm Nx en �°'D oO ` m. -.x x Cr8?CNO °Z eo yo DN m.2 O ro -D raw C 1 0 m y n y i 1 1 1 Z N n � Om r D n r -r•I m m m_ w� yy •r m2 n H 33 r2 ,m c � i N m mp � E r m r m D -+ y O N r r y = r X • .�xv ri t:i•ril.,. �i I II it I II FLDRIDA BUILDING CODE, 2004 9 i THE SEAL APPEARI ON THIS DOCUMENT WAS AUTHORIZED BY IOHN W. KNEZEVICH PE 0041961 ON 1�1•" L.1 �•;, • 'S. 12/19/2005. THIS DES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED 6 SEALED HARD COPIES TOT E APPgO PRIA7E AGENCY WILL FOLLOW. revisions t r Z r no dale h 1 dnecri hon )• •- 1_••h "�� jE�& HR ALUM. ACCORDION SHUTTERS ornton•Tomasetti Group n 330 N. Andrews Ave„ Sone 450 • FI. la�tlertla le PL 73701 T.I. (IS 11 527-5690. Ha (9 S,4 572.7691 • C(JA J 7519 I�(��r�JII wow ,Nie we6rlw w.+w.TheTTGou IS'I n7 O ` •a1 '�` ALJr:.b.,f.lixCS.PPIr Cr. l.c�zu P.com CD t C7T CO P Prinl Inlorma(lon: P:\FLI\Prnjecls\KK5578.00\Drp ing:\R aub\05-578-10.dwg MCanlu 1 To= 7: 7P. tza0i ;z?(m rmati I 12/19/05 12:05 DEOm Z p a.X v➢=Pw D rjp D O t r\ n O m N W x r m a N C r n LENGTH SEE DO r-1 X0to W SPAN SCHEDULE � TABLE O Dtnm �Zo m = 0 Z1p D zDr. r' c: C 0 :-1= On r n r n D Ka OmC ZD On n!'• mm mE m3o Na n y2N ar y0 p T S N D o rnmZZ - o 7p TN D➢ ON DO m Dopa ^9 00N 9_li�., ^!n�' EDGE aub\05-578-10.dwg MCanlu 1 ,iFHinl.ga I'aa� ��i i � • t1 '- FLORIDA BUILDING CODE, 2004 1' FBVISI f15 •r Y L� ••{��n � � p no dela b deacntlpn 005 12:2112prn To= 7: 7P. tza0i ;z?(m rmati I 12/19/05 12:05 DEOm Z p a.X rjp D O t r\ n O m N 1 r m a N C r n LENGTH SEE DO r-1 ACCORDION SHUTTI W SPAN SCHEDULE � TABLE O Dtnm �Zo m = 0 Z1p D mE m y o r' c: C 0 :-1= On r n r n D Ka N O P r N� C °C N0 D N °N n!'• mm mE m3o D vr'2e1 :0 DOv_Dy 0 a y0 p T m EKO mDv°°£ DO m ^9 W O N \ e C N Z D 1• m o H . rn N $ x P' o, N gNtna_ y • 3" MAX, oyimnn z Z >�aD2 n DZCMZ In •' Eng .� Eng 33C).0m DDr,v mg D Qi , Nrn DSr; '.yx acr =Nm, n O�ODZ nmmp =1 OaZ 'D N m zc2m n-~.aC = MAX.SHUTTER =m= a'-1) y Z=a2 ° v0== D mm�� ymx LENGTH, SEE Ox cnEDp m m O a -C C n ACCORDION SHUTTER <'C'I „z x a aZZ m VIAa =_= SPAN SCHEDULE, 'a n TABLE 3 "lo Dpm cziv xa D Dm z nv zpax n 0 0 C,, z ED— am°z mann D D?Z° r<m of > ynZ �v ��a On nr' • m Z DD rp)m�7psmE m 3 pIA N?°,.r y00 mO .O�Do� p1A nmrn^; a o<>o� )>D EMBED. < N=Oa= EMBED, nmr0 m V~ ICON O =aN C � m i �p 2 0 - O Em rin tna - m �• to '1)-Z CmZ - N ,1 0 c m Inn?O.g mmr0- Do N P y rorn onNoaazZ D VIm .. p C D zT=n r DCr DEOm 0, NX 0m pCr =m� =ma 00 mom no 01n Z. zApm• am = MAX, SHUTTER DOD �Xmm oD o~ m P o>z'ln yCm <CT mD Xl zn ° Dn_amaZ SND ACCORDONHSHUTTER SPAN SCHEDULE, vm0 n�Z'm mn a=Zp O z anCzm '-�= TABLE 3 `z= oD° rn D Dmn� my z nv_ >A aZZ nr �m D pt°aiz Dovo m Z= n )CD -10 Lv1E Y=Om mD zxm r m ,iFHinl.ga I'aa� ��i i � • t1 '- FLORIDA BUILDING CODE, 2004 1' FBVISI f15 •r Y L� ••{��n � � p no dela b deacntlpn 005 12:2112prn To= 7: 7P. tza0i ;z?(m rmati DCr 12/19/05 12:05 DEOm Z p a.X rjp D O t r\ - O DNo•N O m N MAX, SHUTTER r m a N C r n LENGTH SEE DO r-1 ACCORDION SHUTTI W SPAN SCHEDULE NA 7 nm TABLE O Dtnm �Zo m = 0 Z1p D mE m y o r' c: C 0 :-1= On r n r n D Ka N O P r N� C °C N0 D N °N n!'• mm mE m3o D vr'2e1 :0 DOv_Dy 0 a y0 p T m EKO mDv°°£ DO m ^9 N O �i\ m Emr In tna DO9nm SZD�mm0 ZIDES Cm2 I VInZ Flmnll v I 00 = o MZ " -+m D• az zyo-INDD ZyZyXa m°2 Zona D vnm a DD=vn v LI:E Om= as,_zm Dymnfl 2�mmD OmaZZ >:E or, Z,MZ NEn\ To= 7: 7P. tza0i ;z?(m rmati DCr r' NO . =m= - O DNo•N p y D MAX, SHUTTER !' C7P g , LENGTH SEE ym v ACCORDION SHUTTI uCi D SPAN SCHEDULE IAO vDCN 0�2'el TABLE ZO aX =o min To= 7: 7P. tza0i ;z?(m rmati N ByWx Ao°z QM - O DNo•N Na ZD on !' C7P g , Dn DZ zZ =a DI D aD ,. DGI..4 IAO vDCN 0�2'el 00 �~ y m = a mE m y o m D DDv EMBED. {� <no 90 DD y 3 E.m 0 N In p O ynnn >S'n `p n - =OCD .iC y20.0 ,= }Z =zDnrCim - Inn?' mnr9 1'Dm M rX,Dvm vCl ,.'...� ODa 10DZ ym N n p • a 2 f. t1 •- i o •-tZ-iDD2r77 0� jz =Hi�xam mm3 I mO Z. ZVI IAa DAX vnm D am OD2mn ym D-OD2 Np aczipimi= Dymnr� nv =N pm0 ) z z 2NOzz j' =am� mEDOm =ZXa O _:r to m m > C o r 6 -- m ' W r- In 0w" DSvnm mm0 Svn OZOmm= oax Cnrrzp,r1 mZm Z mA m� 0 _m =i� i' Si•j� Dbm ➢Dn O Xm x Z i . E I D IA m D i{ y f � v EDGE DIST. a ar Nm D yX 00N aN ON !C1 a C m I MAX.SHUTTER ABLE 3 W.mn oomn vnm-' vnrn •' Ommnn DSvn nomm mzm LrZm m0 mm� D)= DDi EDGE az az D DD Dar x 1 xa yz, •kyr m 1 £nom a - D C ; 0 = =m2 ren MAX. SHUTLGTH, SEE a ~ D m IA ACCORDION SHTERUENTTER SPAN -Im x Dy H m SCHEDULE. TABLE 3 { c v y,� m TND p D nv DE z iNT WAS AUTHORIZED BY JOHN W. KNEZEVICH, PE 00.11961 ON 'TE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED NCV WILL FOLLOW. :8 HR ALUM, ACCORDION SHUTTERS fi` C V ., Thornton•Tomasetti GrauP FaJ! 320 N. Andrewr Avc., Suhe 150 • {t. Laude,dak, F( 13301 Tel (951) 5W2 bbl 0. Fax (931) 517-3691 - CDA a )519 . aa.. Wcbate: www.The Groups.. ... Apl.bu,n ,✓Yc,CapnlY Cr. lwc er r,:ne Copyright 0 2005 Thomtun-Tpmaselti Group, Inc. vPrinllnlormo(ion; P:\FL1 578-Il.dwg MConlu 12/19/2005 12;23:2lpm s W D==-ITZI'Nom m FLORIDA BUILDING CODE, 2004 �l%l•IK7N71F� • Q7�Q7� n®ate ryn DOm:m Sm2 W C{ttnmpp Ol�Ulm q Em��OHNyZA r7i ➢mi➢InmSar-I r•7i mho mfr Dr Ym .. mNnozoz=or �o�Dooa=o£ ' uZiOa Cor.AiOTOS azlvmrNDCu�imZ myCmn�y9m 3iz�sOom< -Immm_ID Zm 2aXmrAD mi-(2mmNX � I NvpiH i.:r 12/19 /05 12: 05 Tmoo mT -I= K0 r7e NNan vnm-• m Inm Nmimn oi D ➢mrnn➢X DX n_ DyN N fD1T�➢ter Dm m myl'L myy J J NooJoo P N N rm �!�:o lnNor -IDT Q m 0 �-, in��rmn )X 0 0 0 0 C o 0 0 0 0 0 0 0 o in rCS Nn .m ZOm-1'a n y LI m 0'' < N rn D uJ N r m O'C 2 , Z bb8z nyn o rpD I J o -z m r � iz x 2>m Tmm D oc, E� D -.7O i i i wrl 9 yz o; Irr -i3 0�pp C OOOOIII�pI C S m C o�mr�ro r s Z. MAX. SHUTTER I^D LENGTH, SEE =X a02 mZy Z2F �A T Z mD y SPAN SCHEDULE, x I lolm ons TABLE > oLZ1 No m FLORIDA BUILDING CODE, 2004 �l%l•IK7N71F� • Q7�Q7� n®ate ryn DOm:m Sm2 W C{ttnmpp Ol�Ulm q Em��OHNyZA r7i ➢mi➢InmSar-I r•7i mho mfr Dr Ym .. mNnozoz=or �o�Dooa=o£ ' uZiOa Cor.AiOTOS azlvmrNDCu�imZ myCmn�y9m 3iz�sOom< -Immm_ID Zm 2aXmrAD mi-(2mmNX � I NvpiH i.:r 12/19 /05 12: 05 K O Tmoo mT -I= K0 r7e NNan vnm-• m Inm Nmimn oi D ➢mrnn➢X DX n_ DyN N fD1T�➢ter Dm m myl'L my n:!myn2 Mr Zm a-. -dZ EDGE j DIST, DOZxm v�yC NZCM^ _ Dn c: L) rT D y�m09 yTCZ M' Sm -IDT Q m 0 �-, m=:r1 p�N )X DN mz Z . ryT n h _'.. mpprNjm m Dm -v Zx➢ E_.o 'I p-1 cN 9mD0^' x T Ox Irmo' >n n~ rT mxxa �l I �m�^',ya Cm = .m ZOm-1'a n y LI m 0'' < N rn D uJ N r m O'C 2 , Z mm � C Esc o rpD I J o -z m r � AA x 2>m Tmm D oc, E� D -.7O In Coy; 9 yz m Dm< ra Dr➢. r.N -1201- 7e)m y\t., . r Dr EMBED, C S m C r s Z. MAX. SHUTTER I^D LENGTH, SEE =X a02 mm ACCORDION SHUTTER Mm T Z mD y SPAN SCHEDULE, x I lolm ons TABLE > oLZ1 K O mT -I= K0 0m nC Vm cr ym DZ y Cl ZS o_ -I Z Aor Nm , Z o n m C m r � m ;c`E x 2>m pmm D -.7O 9 yz m Dm< r o mom a-vy0 b r2F a02 mm T Z mD y mf I lolm -vm oLZ1 >On m y C x m )3 S[n mx A pZm D ZZ O a{{ N mD r NC�m 0 DN r0 mON Z C xr2 =A O y = 0 D M moo n m D? Z S Ern N m' o � ~ z n y n +� T D C N m.y m'y m 9zjm I Zm ND T ,-• hJN.\o > D n> I \fin O Dp• Y\ rn - LL -mix I I z D m gra I I I �a TO , O zI L O cry wA3 AV If3ORIZED 8Y (OHN W. KNEZEVICH, PE 0011961 ON 12!19(2005, THIS D ES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED HARD COPIES TO TH APPROPRIATE AGENCY WILL FOLLOW. cb HR ALUM, AC ORDION SHUTTERS 6;I .�• C)rnton•Tomasetti Group L:f 4:11 c 330 N, Antlre r Avc„ Sultc 150 • ff. Lsutlerd�le, FL 37)01 Gu T.I. (931) 577-3690.far (951)) S21-3691 • COA 7 )S19 s, we Webtlre: vrww.ThcTTGroup.com Airlr4 p,n fA6�'F9.I,P/y Cu, Inc 400 Wor McN.l Ru.d f.n lauJ.rdu/e, F1 JJ3pDI GopYrA01 O 2005 Thornton -Tom ttl Group I, o- r I Print In lDrmation: P: \FLl\P�olec I I D VI Z n 0 m' Kx Tl In JT1 T2 > m OF II II 11 II n fit%/' Ri(/f.19rC/LC/ Irloujinlss, ./ A Dirl.' ., x/•ybC.C.yplr C ., l.e 400 Wnt,NFNad Sua/i F.,rt L.udndWs. FL 33i0f H 730 N. Andrew) Arc., Sudc 450 • FI. Lsuder ,i , FL 33301 T. 934 377-( 3p comCOA Y 7319 ( i We669c : f we .TS4gC;rou DZ Z ➢ ~ D NQ ON a N _ Z e- �rn r rn~D 2 m D r iZ C) O A . m mxrE ➢ Z < S~ a -H n>x rn 9 aK 'o m T ymN D r I (C O D O'7P, ma_ O v'vt M7 Z r) = y-2 mmN 'D nZx n a < m C tv in O N ma <m Z 2 O ➢p1m0 0 �rm�! 00 W < LN D •-+ C O A .. m o D O m Z n O m Q W W n m Z 1, m D o D N. I I an Z �o vyr r=0 c m Z N not DCz C) V MID rvn _ D Z O yrna � O n mn-C m 2'o C N N fa1 S pZza 9 n a 0n0 m m r K m Z n Z rn O O T Z m Z ® m O � D D O p ® Q m Z T3 'V D O O Z Z 2 A m Z -au6\05-578-13.Dwg MC -rt- 12/19/2005 12:23:41pm LORIDA-BUILDING CODE, 2004 -WOOD ~+ Kx NI Kx Tl In JT1 r 1. iii - 2` _• j P �' •; • A HE APPROPRIATE AGENCY WILL PLIrd HR ALUM. CCORDION SHUTTERS rD�° II II 11 II n fit%/' Ri(/f.19rC/LC/ Irloujinlss, ./ A Dirl.' ., x/•ybC.C.yplr C ., l.e 400 Wnt,NFNad Sua/i F.,rt L.udndWs. FL 33i0f H 730 N. Andrew) Arc., Sudc 450 • FI. Lsuder ,i , FL 33301 T. 934 377-( 3p comCOA Y 7319 ( i We669c : f we .TS4gC;rou c W � oW GA 0�9�N0 Orn ul O D NQ NtimC mpin a N _ Z e- �rn r m m D O D a O A LORIDA-BUILDING CODE, 2004 -WOOD EXIST, STRUC. o a i r'Y �• se p ravi n r 1. iii - 2` _• j P �' •; • A HE APPROPRIATE AGENCY WILL PLIrd HR ALUM. CCORDION SHUTTERS rD�° Lv DTS° Fn n Thornton -Tomas etti (:Troup • n fit%/' Ri(/f.19rC/LC/ Irloujinlss, ./ A Dirl.' ., x/•ybC.C.yplr C ., l.e 400 Wnt,NFNad Sua/i F.,rt L.udndWs. FL 33i0f H 730 N. Andrew) Arc., Sudc 450 • FI. Lsuder ,i , FL 33301 T. 934 377-( 3p comCOA Y 7319 ( i We669c : f we .TS4gC;rou SInzO 0�9�N0 Orn )M r1 NtimC mpin ZDm C2>•In •y0( 9 Z srZz oO ma n ON m n L Q:O S . m mxrE D o a -H r gS 0 r nzGG_�giq c z z N C m o a b r N n s7 r� v O 0 m D N .. W W m G V p J f. VI F W N mnErpNn ® DZ y'IOrm mmm2Cm2Z mD•-iD-I j 2DSm Sp 9 2rmDmOOryy , 4 Am OnmDc"iC,mm,A 22 N Dnrn NmNmD tnNTm HrnN NL1na) C Mym r. � O CD 0 min 9A -t L: C X y2 Twrntn 2 rn0-1Z �`ii0 Ai x-1-1 z £oA i CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 06-00033803 Date 8/25/06 Property Address . . 1110SCHEIDEL CT Application type de cription RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . TO BE UPDATED Application valuati n . . . . 1300 --------------- ------------------------------------ Application desc HURRICANE SHUTTERS -------------------------'- Owner ------------------------ CRUMBLEY ATLANTIC BEACH FL 32233 ----------------------------------------- Permit BUILDING PERMI' Additional desc . . Permit Fee . . . . 40.00 Issue Date . . . .i Expiration Date . ----------------------------------------- . 2/21/07 Fee summary ----------------- Charged PE Permit Fee Total --------- ----- 40.00 Plan Check Total 20.00 Grand Total 60.00 Contractor ------------------------ JENARO RIFFO REMODELING SERVICE INC 2739 RUTH DRIVE JACKSONVILLE FL 32207 (904) 731 -5819 ------------------------------------ Plan Check Fee . . 20.00 Valuation . . . . 1300 ----------------------------------- iid Credited Due ----- ---------- ---------- 40.00 .00 .00 20.00 .00 .00 60.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORD CE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. rf ri J,, CITY OF ATLANTIC BEACH j> PLAN REVIEW SHEET Building Department Public R'orlks &Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Bea0h, Florida 32233 (904) 247-5800 (904) 247-584 (904) 247-5845 Fax (904) 247-5843 Fax PLAN REVIEW COMMENTS Permit Application # 3.3 f0 3 Property Address: Applicant: A/�},Q /n a a' , Project: &7 r r) 0"A -=)%f tc /] S. Doerr R. Carper D. Kaluzniak Public Safety This permit application has been: i 0 Approved as noted by the F Department. Final application approval mu$t come from the Building Department. ❑ Reviewed and the following need attention: I Please re -submit your application when thele items have been comDleted. Reviewed By: Date Contractor Notified: Date: ri,�7111-J r CITY OF ATLANTIC BEACH lel' 1 i WINDOWS, SKYLIGHTS, GARAGE DOORS, HURRICANE SHUTTERS i Date: Please submit (2) complete sets of plans with application. Job Address: { 1( O 5 C�1 e 164r (.r C Owner: C�.41 �, D . r�•��`e Address: 11 10c.T. Legal Description: Block Number: Lot Number: Contractor: _)e tj6t/Z_o )�I / ,-'D ,�3e14 J66- Address: o"� 3� { o �- City: '' State:L , Describe pro osed use and work to be done: H L) Cc, ,vG1.�ZcsS Vv-\sTz�x0c-t�-t --\ Present use of land or building(s):I Valuation of proposed construction: cam/, 00 • 00 Is approval of Homeowner's Association or other private entity application. 2-2-33 Phone: Zoning District: License Number: C AC, -..Q5-7Y6-1 Phone: 40-4 -73k -- 59I q 2--2,6 7 Fax: [p� - 7� 1 - 1`J ( Z 0�l (<< CAA �CfJf c��O Required Building Data: Mean Roof Height _2-6- (ft) Building Width '4-0 (ft) Roof Slope IVIA Window Height /v (ft) Window Elevation from Grade 3 (ft) Measurement from corner of building to window N/A (ft) Number of windows being installed !4 - Page I 800 Seminole Road • Atlantic Phone: (904) 247-5800 • Fax: (904) 247 /V© If yes, please submit with this Building Length J:0 (ft) Window Width/V � (ft) Mean Roof Height Florida 32233-5445 littp://www.ei.atlantic-beach.il.us Revised 1/27/03 Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data, the following information is required: 1. Manufacturer's Test Report with Uniform Structural Load (psf) 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all information provided_ with this application is correct. Signature of Owner: I hereby certify that I have read and examined this application and know ordinances governing this type of work will be complied with, whether spe give authority to violate or cancel the provisions of any federal, state or local governing of construction or the performance of construction of the property. above information being true and correct and th,3Ae plans and Signature of Contractor: Address and contact information of person to receive Name: Mailing Address: Telephone: AS TO OWNER: Name: Advance Hurricane Shutters 2014 E. Adams St., Jax., FL 32202 Contact: Victor Reyes 904-622-6435 Cell 904-807-0174 Fax: 904-807-0178 Email: vreyes@advancedbuilding.biz Date: � c:) same to be true and correct. All provisions of the laws and i herein or not. The granting of a permit does not presume to s, regulations, ordinances, or laws in any manner, including the iderstand that the issuance of this permit is contingent upon the been or shall be provided as required. regarding this application (please print). — E -Mail: Sworn to and subscribed before me this day of 20 r. State of Florida, County of Duval MAA.V Notary's Signature: ~ Lv0wMsy3D'2D1 Personallylmbwn SWOftAs ❑ Produced identification Type of identcation produced AS TO CONTRACTOR: Sworn to and subscribe State of Florida, Count3 day of K rrsonally oduced i ,pe of id produced ,200(0 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 - Fax: (904) 247-5845 . http://www.eiatiantic-beach.il.us Page 2 o,, Revised 1/27/03 Duval County Property Appraiser - Parcel Summary Home > Departments > Property Appraiser > Duval Parcel Information Owner's Name: CRUMBLEY GAIL D Secondary Name: Property Address: 1110 SCHEIDEL CT City: ATLANTIC BEACH Zip: 32233 - Unit Number: 4 PARCEL DESCRIPTION comma Database Search '36a;_Z, Page 1 of 2 Property Use: 0400 CONDOMINIUM Transacts 'n Date: 1/25/2006 Transaction price displayed is based on Legal Description: 38 -2S -29E SCHEIDEL COURT " the actual amount of UNIT 4 - 1/18 INT COMMON ELEMENTS O/R TransactiOn Price: $79,500.00 documentary stamps 12848-787 paid at the time of recording. The current rate is 70 cents per $100. Subdivision: 6439 SCHEIDEL COURT CONDOMINIUM Section/Township/Range: No. BuilOngs: 1 Official Record Book and Page: 13055-1791 HeatedArea: 0 Map Tile: 9417 Exterior all: VALUES AND TAXES FROM 2005 CE D TAX ROLL (Land Value: I Taxing Au ority: USD3 Class Value 11county Ta k. Improvements: School Tax: http://apps.coj.net/PAO/RENO.asp?RENUM=178958+08,i8 7/28/2006 Florida Building Code Online BCIS Home Log In Hot Topics Page 1 of ti P 3 Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Lin Product Approval USER: Public User Product Aooroval Menu > FL # z Application Type Code Version "•ui�plt�cgas Application Status "�wtnxccinJJ�aJnxle� Comments «aFirpc�rxr r Archived -F4vicr Product Manufacturer Address/Phone/Email rt i w .w i � Y •�JiEJ2UFfIrLYASKED Authorized Signature l�-11 Lv k ,^. r' . 1 iJ�$��r�raJx€ "r�u�AJr�Jsc�>„rAlx'' Technical Representative • IM$�E i4�l"iG61EKA '; Address/Phone/Email � �A�+n p KR' 'iri.4 Ar�bl- r= e > Aimlication List > Application Detail FL. 93-R1 I Revision 2004 Approved All ;American Shutters 1540 Donna Road Weft Palm Beach, FL 33409 Frank Bennardo clangley@flbengineering.com Robert Bates 1540 Donna Road West Palm Beach, FL 33409 (56j.) 712-9882 1briohtidea@execs.com Quality Assurance Representative Address/Phone/Email Category 9 Y Shutters Subcategory Storm Panels I Compliance Method Evaluation Report from a Florida Registered Architec Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name Franl L. Bennardo, P.E. who developed the Evaluation Report Florida License PE -0046549 Quality ,Assurance Entity Natiohal Accreditation and Management Institute Validated By JorgeA. Pomerantz, P,E. i €:, %�v%vw. tloridabuilciing.org%pri�pr_app_dtl.asps?param=i�vGEVZQy tDgtBjiarh11121DgdWR11 kd31'067T... 3/6/2006 Florida Building Code Online Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Page ? of 2 i Standard Year ASI TM E330 2002 SSTD 12 1998 16109.1.4 17+14 Method 1 Option D 11/3/2005 i 11,11/2005 11/15/2005 12/,7/2005 Summary of Products 11114odell,Number or X393.1 1[2ga, 24ga Steel Pa Limits of Use Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Large Missile Impact Resistant. use outside the HVHZ onlv. 2555 Tallahe (850) 487-1824, Si © 2000-2005 The State of Flo Prod i:'/ww�v.tloridabuilding.org/pr/pr app_dtl.aspti?param=wGEV: ame__ Description _ �ls 229a, 24ga Steel Storm Panels Installation Instructions Verified By: Evaluation Reports PTID 393 R1 T Cert Indep odf PTID 393 R1 T Dwg pdf Ilid for.11 PTID 393 R1 T Eval Rgt pdf It of Community Affairs Building Code Online es and Standards 7umard Oak Boulevard ee, Florida 32399-2100 :om 277-1824, Fax (850) 414-8436 a. All rights reserved. Copyright and Disclaimer ;t Approval Accepts: c,hgck iz gtBjiarh°%2t9gd�VRtAd--1-06-i T... 3/6/2006 F LkNK L. BENNARDo, P.E., INC. CONSULTING ENGINEERS 4441 NORTH DIXIE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAx: (561) 391-2862 November 3, 2005 Florida Department of Community Affairs 2555 Shumard Oak Boulevard Tallahassee, FL 32399 Regarding: All American Shutters 22ga & 24ga Storm Panels #05 -AAS -0001 To Whom It May Concern: Please be advised that the below -signed engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been 1 prepared, as referenced above. This engineer is not owned, operated, nor controlled by the ij anufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above -noted product(s). Respectfully, Frank L,.13ennardo, P.E. Frank L. Bennardo, P.E.; Inc. FL PE 0.046549 FR.-INIi L. BEININARDO, P.E., INC. CONSTJj'TING ENGINEERS WYV W.FLDENGINEERING. C CM FR`Avx L. BaNNARDo, P.E., INC. CONSULTING ENGINEERS 4441 NORTH DI:CIE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAX: (561) 391-2862 Product Evaluation Report November 3, 2005 Application Number: FL393-R1 FLB Project Number: 05 -AAS -0001 Product Manufacturer: All American Shutters Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 22ga & 24ga Galvanized S Storm Panels Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Community Affairs (Florida Building Commission) Rule Chapter 913-72.070, F.A.C., for __ s.tatewide.acceptance_.per_Metho.d_1_(d).__AII_praducts_listed--aboy�e-have been--tested-and/or-evaluated as-- -.- --- summarized herein to show compliance with the 2004 Florida auilding Code and are, for the purpose intended, at least equivalent to that required by the Code. Re-4valuation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing #05 -AAS -0001 titled "22ga & 24ga Galvanized Ste jel Storm Panels", sheets 1-7, prepared by Frank L. Bennardo, P.E., Inc, signed' & sealed by Frank L. Benihardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordpance with ASTM E330-84 test standards per test report(s) #02-001, #02-002, & #03-001 by Construction Testing Corporation (CTC). Large missile impact resistance and cyclic loading performance lhave been tested in accordance with SSTD 12-99 test standards per test report(s) #02-001, #02-002,;& #03-001 by Construction Testing Corporation (CTC). Metal tensile capacity has been determined in accordance with ASTM E8 test standard per test report #0127H, *0198H, & #0053J by Certified Testing Laboratories (CTL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: Page 1 of 2 FRANK L. BENN.A=o, P.%., INc. CoNsIJI WWIVV.FLBENGINEERING. C Evaluation Report Prepared 'by: Frank. L. Bennardo, P.E.,, Inc. Frank L. Bernardo, P.E. # PE0046549' ENGINEERS FRAM L. BENN=o, P.E., INc. CONSULTING ENGINEERS 4441 NORTH DIx= HIGHWAY BocA RATON, FLORIDA 33431 (561) 391-2888 FAY: (561) 391-2862 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing No 33% increase in allowable stress has been used in the Impact Resistance: Large Impact Resistance has been demonstrated as eviden accounted for in the engineering design of this product. Mind Load Resistance Each product has been designed to resist wind loads as indi respective Product Evaluation Document (i.e. engineering dr Installation n of each product. in previously listed test reports, and is in the -span schedule(s) on its - ---Each-product-listed-above-shall be -installed -in -strict cornplianc�-with its --respective Product Evaluation- . Document (i.e. engineering drawing), along with all component$ noted therein. Each product component shall be of the material specified in Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respe( engineering drawing) as noted herein. All supporting host structures shall be designed to resist all sup listed in each product's respective anchor schedule. Host struc or in each product's respective anchor schedule s a e g1 registered professional engineer. product's respective Product Evaluation Product Evaluation Document (i.e. rimposed loads and shall be of a material ire conditions which are not accounted All components which are permanently installed shall be prctec*d against corrosion, contamination, and other such.damage at.all times. Each product has NOT been designed for use within the High Velocity Hurricane Zone (HVHZ). Certification of Independence: This engineer does not have nor will acquire a financial interest it any company manufacturing or distributing the product(s) for which this evaluation report has beon prepared. This engineer is not owned, operated, nor controlled by the manyfacturer or distributor noted above and does not have any financial interest in any other entity involved irfi the approval process of the above -noted product(s). Page 2 of 2 FI��N L. BEiI NA-rMO, P.E., INC. CONSUL'i TNG ENGINEERS WWW. 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LMEE'wILnW S"��' ��°�•.1�P.��1 �w74iCdW'.6iA—f i11:L RRn7"'.w r�M�wvrirMF r�au .wtT..t,w+n+'. rsfn, �,r��UII.�UNN�-GC7aEs �;1�', Asn =RP-.�Oz�nii,Nurl4T(est r Sy R r r u"n"1^I�igr�r°"F4" aX9hk{�zlri� d arm � � � U i+tiE�Y�4Bit>mQ ,sir x: slrQUs IQtyS'�;�,.'• .w • �fPEC7G�r GE1 SER tcl' fJ r �`t1r8,1sl Lw.w'.iY�..:i.a.r'�txf..Wi.r.i."' '•"a��i+L�uu.�:. cTxGUHk c�Ed �d 1. • y �: �• ,i Ix� N 1. .•..�+•.w.+.r�+�7.+�rf.u."11o�Y`h.fw.i..L+r�.�i:41iY`.:.:R.wa:Y�'u� L +.i 1 BCIS Home I Log In 1 Hot Topics j Submit 5urch -Product Approval Ft. USER: Public User Product Approval Menu > Page 1 of', ir i7 yl c '%'�,4i -KyR Y ..ntr>• x'C'YYiS', •54*'r+h%?n'Maa.'..v '15 -.+Y+ rt ' �1.��:.�.-:iii6(+'"�.:.:• 7 •N- ..:� �.t n: �'y.."�iFa.i3`:-U..,�. ,_i„vil Pe I Stats & Facts I Publications FBC Staff I BCIS Site Map j Lin > Application List > Application Detail FL # �1-2249-R3 Application Type Revision Code Version 004 Application Status �pproved Comments Archived Product Manufacturer 'own and Country.Inclustries, Inc. Address/Phone/Email 4400 West McNab Road Vit. Lauderdale, FL 33309 954) 970-7700 `l1omj@tc-alum.com Authorized Signature Vladimir Knezevich �jk@knezevich.com Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. fit. Lauderdale, FL 33309 (;954) 970-9999 tbmj@tc-alum.com i i Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion FILE ( Compliance Method Ealuation Report from a Florida Registered Architec Licensed Florida Professional Engineer I ' Evaluation Report - Hardcopy Received i Florida Engineer or Architect Name John W. Knezevich who developed the Evaluation Report Florida License PE -41961 rlorid� J3uil�.i.ng Code Online Quality Assurance Entity Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By. Sections from,the Code Product Approval Method Date Su'umitted Date Validated Date Pending FBC Approval Date Approved 'ummary of Products FL # Mode Page 2 of 3 National Accreditation and Management Institute ORLANDO L. BLANCO, P. E. Standard ASTM E330 SSTD 12 Year 2002 1999 Method 1 Option D 12/31/2005 1/5/2006 1/9/2006 2/7/2006 Number �r Name _IIDescription 12249.1 6.8 and HR Accor ion Shutter Limits. of. Use Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: Other: Use of these product shall be n strict conformance with the requirements ofEthe reference drawing prepared by TTG., Ir t. These products are NOT suitable for.installati�n in the High Velocity Hurricane Zone. .These ploducts may only, be installed on concrete, hollpw concrete block or wood substrates. Ford all other conditions site specific design shall be this office or our delegated. engineer. Shuttier spans . less than 32 are not acceptable per thle provisions of SSTD 12-99. 2249.2 6.8" Accordion Shutter Limits of Use Approved,for use in HVHZ: Approved for use outside HVHZ: s Impact Resistant: p Design Pressure: +/- Other: Use of these product shall be in strict uminum Accordion Shutter Installation Instructions - Verified By: Evaluation Reports PTID 2249 R3 T 05-578 DWG 68-1-1F y ) --jr PTLD 2249 R3 T 05-578 Report 68-c i ) nn _tet Extruded Aluminum Folding Shutter Installation Instructions Verified By: Evaluation Reports 'iornda Building Code Online Iconformance with the requirements of the reference drawing prepared by TTG i Inc, and comply with chapter 61G15-23 of the Florida Administrative Code. These product.' are NOT suitable for installation in the High \Aelocity Hurricane Zone. These products ma only be installed on concrete, hollow concret block or wood substrates. For all other conditions site specific design shall be by this office dor our delegated engineer. Shutter spans leiss than 32" are not acceptable per the provisions) of SSTD 12-99. 2249.3 HR Accordion Sh tter Limits -of Use Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant.: I Design Pressure: +/- Othei Use of these product shall begin strict conformance with the requirements of the reference drawing prepared by TTG, I'0c, and comply with chapter 61G15-23 of the florida- Administrative Code. These products ire NOT suitable for installation in the High Velocity Hurricane Zone. These products may �nly be installed on concrete, hollow concrete block or wood substrates. For all other conditiolos site specific design shall be by this office o our delegated engineer. Shutter spans les than 32" I are not acceptable per the provisions If SSTD 12-99. Page 3 of D Extruded Aluminum High Rise Folding SI Installation Instructions Verified By: Evaluation Reports Flora building Code Online BCIS Home I Log In I Hot Topics I Submit S Product Approval USER: Public User Product Anorov_ al Menu > Back Page 1 of 2 t-- �' [la r %�.-ter' x,i � q !€ ir'�r ^�c• t r, S� � .='e tir `mx{ C .� T�:r'F ;eb .. �sG,., u yi , .•,s..._d. , a .. x P a'^�h to ii f u Mr rrnirwyt+.. Sw•�..::. .Y....I:.i^.Y%.�..::,.=�'4�>i ,..W,r,c� �� Fy1 F=v Y � YJ -(r, ' rge j Stats &Facts I Publications I FBC Staff I BCIS Site Map Lin > Application List > Application Detail > Application Checklist Form #: 9B-72.130(3) g compliance is from an entity approved by the 's certification of independence. Note: Evaluator mcy, evaluation entity or Florida.. Registered lgineer which produced the. test report, !port required by Rule 9B-72,040(5). g compliance is -current and has not been called or revoked. nce standards for which the evaluation compliance indicate any limitations on the use I instructions are provided. 1, cram audited by a Florida Building Commission nce agency is in place. he product, method, or system described in )eFlorida Building Code requirements and plication. Next DCA Administration Department of Community Affairs Fl rida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tal hassee, Florida 32399-2100 (850) 487-1824 Suncom 277-1824, Fax (850) 414-8435 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Pfoduct Approval Accepts: T' w 'M Verify the method of demonstrati ranFrMY Y+NN Flori,da'Building Commission. ,x4w.Me•y.yr _, 2. Verify submission of the evaluato y � 1 ,�� tisrar+fi�4a�r?"+u may be a test lab, certification ac �^. y Architect or Florida Professional E certification listing or evaluation Ftt�rmy�1ie �� r 7: 3. Verify the method of demonstrati suspended, recalled or revoked. �� , rna qi,'�,, M�a4 �t rt Y i �r>i 4. Verify the product has not been rE river P�� rt t�Se1lC!'Mr�i`"2fJr"""�A+.N v S. Verify the Code sections MA rknt� di R+Ery �•4�It>=�, and refer _ demonstrates compliance. fix n Y � gj ,; " y 6. Verify the method of demonstratir c„x rs��arn of the product as intended. �” ,-vi 7. Verify the manufacturer installatio .taririGGfrk�u•• 8. Verify that a quality assurance pro approved third party qualityassuri To the best of my/our knowledge, =�'t'��,,n this application meets or exceeds t iR kyr reference standards listed in the al ru u �4" L. s, Back Page 1 of 2 t-- �' [la r %�.-ter' x,i � q !€ ir'�r ^�c• t r, S� � .='e tir `mx{ C .� T�:r'F ;eb .. �sG,., u yi , .•,s..._d. , a .. x P a'^�h to ii f u Mr rrnirwyt+.. Sw•�..::. .Y....I:.i^.Y%.�..::,.=�'4�>i ,..W,r,c� �� Fy1 F=v Y � YJ -(r, ' rge j Stats &Facts I Publications I FBC Staff I BCIS Site Map Lin > Application List > Application Detail > Application Checklist Form #: 9B-72.130(3) g compliance is from an entity approved by the 's certification of independence. Note: Evaluator mcy, evaluation entity or Florida.. Registered lgineer which produced the. test report, !port required by Rule 9B-72,040(5). g compliance is -current and has not been called or revoked. nce standards for which the evaluation compliance indicate any limitations on the use I instructions are provided. 1, cram audited by a Florida Building Commission nce agency is in place. he product, method, or system described in )eFlorida Building Code requirements and plication. Next DCA Administration Department of Community Affairs Fl rida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tal hassee, Florida 32399-2100 (850) 487-1824 Suncom 277-1824, Fax (850) 414-8435 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Pfoduct Approval Accepts: T' w 'M } Thornton ,Tomasett71oy; i Evaluation Report TTG PROJECT NO.: K,K5578.00 DktTE: December 30 2.005 T + _ PAGE: I of 3 FEC EVALUATION REPORT NO•: CODE: PAODUCTCATEGORY: PRODUCT SUE -CATEGORY PRODUCT NAME: MANUFACTURER: FL2249-R3 d Florida Building ode 2004 Shutters Accordion I 6.8 & HR Accord# Shutter Town and Country industries, Inc. A Division of ABC Supply, Co., Inc. 400 West McNab Road Fort Lauderdale, FIS 33309 This is an Evaluation Report issued by J n W. Knezevich, P.E. (System.ID No. 1754), to Town and Country Industries, Inc., based on Rule Chapter No, 9B-72.070, Method 1(d) product Approval, Florida Building Comrrfission, Department of Community Affairs. These Accordion Shutters have been evaluated ano found to be in compliance with the Code and that the products are, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this Evaluation Report is validity, following any code changes, to maintain its THO Evalua 311a ep r� e alfa �b , 1 O1`t�T�j y4 § TI1'GRpup, INC � l ftJ I uro .�, a'J • l .t JohriW' ne ch, Viceor Decembe�3b?.05�, Florida Licegip, ;pE1961 Florida COA No.: 7519 The sea] appearing on this document was authorized by John IYV. Knezevich, PE 41961 on 11/18/2005. This does not constitute an electronic signature; original, signed & sealed hard copies to the appropriate agency will follow. 330 North Andrews Avenue, Suite 450 ■ Ft, Lauderdale, FL 33301 954.522.3690 ■ 954,522.3691 fax 1 www.ThtTTOroup.com Offices Worldwide TTG PROJECT NO.: KK5578.00 2.1 PRODUCT EVALUATION DOCUMEI Town and Country Industries, Inc. 6.8 & revision one, dated December 19, 2005, Group Inc., (TTG, Inc.), signed, dated and of this Evaluation Report. 2.2 TEST REPORTS ' ' • Test report for -Uniform Static Air Pre,, successful testing of impact resistance prepared by Construction Testing Cori (HTL), and are listed in the referenced • Tensile Capacity of aluminum alloy E8 -03/A370-03. 2.3 STRUCTURAL ENGINEERING CALC Prepared Rational and Comparative Analy; anchor calculations. From these analyses, 'Schedule was prepared for both the 6.8 Aa design load (PSF) schedule was also prepai span conditions at specific design loads (P; both accordions. No increase in allowable stress has been The Accordion Shutters satisfactorily pas with SSTD 12-99. These Accordion Shu windborne debris, when installed in ac respective drawings, prepared by TTG, Inc These Accordion Shutters have been desi Schedules of their respective referenced c �40-VF��.? � Evalu,,�tinn RP o rt TE: December 30, 2005 PAGE: 2 of 3 Accordion Shutter, Drawing No. 05-578, with a s 1 through 13, prepared by Thornton-Tomas.etti ;d by John W. Knezevich, P.E. is an integral part re in accordance with ASTM E330-02 and conformance with SSTD 12-99. Reports were ation.(CTC) and Hurricane Test Laboratory, LLC awings. ions was determined in accordance with ASTM JLATIONS . -s of Accordion Shutter performance, as well as Maximum Shutter Span vs. Design Load (PSF) ordion and HR Accordion. An anchor spacing vs. :d, indicating maximum anchor spacing for given F) for each type of anchor used during testing, for in the design of this product. the large missile impact testing, in ,accordance may be used to protect glazed openings from lance with the limitations indicated in their I to resist wind pressures as indicated by the Span ings. Thornton,Tomasetti 1 TTG PROJECT NO.: KK5578.00 2.1 PRODUCT EVALUATION DOCUMEI Town and Country Industries, Inc. 6.8 & revision one, dated December 19, 2005, Group Inc., (TTG, Inc.), signed, dated and of this Evaluation Report. 2.2 TEST REPORTS ' ' • Test report for -Uniform Static Air Pre,, successful testing of impact resistance prepared by Construction Testing Cori (HTL), and are listed in the referenced • Tensile Capacity of aluminum alloy E8 -03/A370-03. 2.3 STRUCTURAL ENGINEERING CALC Prepared Rational and Comparative Analy; anchor calculations. From these analyses, 'Schedule was prepared for both the 6.8 Aa design load (PSF) schedule was also prepai span conditions at specific design loads (P; both accordions. No increase in allowable stress has been The Accordion Shutters satisfactorily pas with SSTD 12-99. These Accordion Shu windborne debris, when installed in ac respective drawings, prepared by TTG, Inc These Accordion Shutters have been desi Schedules of their respective referenced c �40-VF��.? � Evalu,,�tinn RP o rt TE: December 30, 2005 PAGE: 2 of 3 Accordion Shutter, Drawing No. 05-578, with a s 1 through 13, prepared by Thornton-Tomas.etti ;d by John W. Knezevich, P.E. is an integral part re in accordance with ASTM E330-02 and conformance with SSTD 12-99. Reports were ation.(CTC) and Hurricane Test Laboratory, LLC awings. ions was determined in accordance with ASTM JLATIONS . -s of Accordion Shutter performance, as well as Maximum Shutter Span vs. Design Load (PSF) ordion and HR Accordion. An anchor spacing vs. :d, indicating maximum anchor spacing for given F) for each type of anchor used during testing, for in the design of this product. the large missile impact testing, in ,accordance may be used to protect glazed openings from lance with the limitations indicated in their I to resist wind pressures as indicated by the Span ings. TTG PROJECT No.: KK5575.00 MME The maximum anchor spacing for each found in the Anchor Schedule of their re These -Accordion Shutters are to be notes, schedules and material speci; MUD I Evaluation Report December 30, 2005 PAGE: 3 of 3 of anchor, shutter span and design wind load is ve referenced drawing. in accordance with the typical details, general found in their respective referenced drawing. See General Notes of the referenced drawings, unless otherwise noted, for material Specifications. All dimensions of compobents are indicated in their respective referenced drawings. Anchor specifications including acceptable substrate,, minimum embedment, edge distance and manufacturer are indicated in '-.he referenced drawings. ' Use of these product shall be in strict drawing prepared by TTG, Inc. • These products are NOT suitable for ii These products may only be installed c substrates. For all. other conditions site delegated engineer. with the requirements of the reference ation in the High Velocity Hurricane Zone. concrete, hollow concrete block or wood �ecific design shall be by this office or our f • Shutter spans less than 32" are not acceptable per the provisions of SSTD 12-99. • This Florida Professional Engineer doej not have, nor does he intend to acquire or will he acquire, a financial interest in any comiany manufacturing or distributing products tested or labeled by the agency, ■ This Florida Professional Engineer is nit owned, operated or controlled by any: company manufacturing or distributing products h tests or labels. • This. Florida Professional Engineer peffforming an evaluation does not have nor will acquire; a financial interest in any company manufacturing or distributing products for which the reports are being -issued. This Florida. Professional Engineer petforming an evaluation does not have, nor will acquire, a financial interest in any othq'r entity involved in the approval process of the product. I, i r K mss,. ' •� i 4, r' i1 �uts� ; Thornton-Tomaset-tz 11 TTG PROJECT No.: KK5575.00 MME The maximum anchor spacing for each found in the Anchor Schedule of their re These -Accordion Shutters are to be notes, schedules and material speci; MUD I Evaluation Report December 30, 2005 PAGE: 3 of 3 of anchor, shutter span and design wind load is ve referenced drawing. in accordance with the typical details, general found in their respective referenced drawing. See General Notes of the referenced drawings, unless otherwise noted, for material Specifications. All dimensions of compobents are indicated in their respective referenced drawings. Anchor specifications including acceptable substrate,, minimum embedment, edge distance and manufacturer are indicated in '-.he referenced drawings. ' Use of these product shall be in strict drawing prepared by TTG, Inc. • These products are NOT suitable for ii These products may only be installed c substrates. For all. other conditions site delegated engineer. with the requirements of the reference ation in the High Velocity Hurricane Zone. concrete, hollow concrete block or wood �ecific design shall be by this office or our f • Shutter spans less than 32" are not acceptable per the provisions of SSTD 12-99. • This Florida Professional Engineer doej not have, nor does he intend to acquire or will he acquire, a financial interest in any comiany manufacturing or distributing products tested or labeled by the agency, ■ This Florida Professional Engineer is nit owned, operated or controlled by any: company manufacturing or distributing products h tests or labels. • This. Florida Professional Engineer peffforming an evaluation does not have nor will acquire; a financial interest in any company manufacturing or distributing products for which the reports are being -issued. This Florida. 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THREA[ MmPENETR, o m tfo { ti=psy nm In iii O ax m cJ � C W y � .mnnoE m C+' yD➢nom ^02 xmr / o xry.r nvcl a V lJ ?n D b_ y 20� Z'o£VEi m- E CN o?+ marPJ ryiI ZZOPO na3 mA O Nti Ej UC = OT b+ I r C. 7b H y m m y2 CO N3 OmO'z =X N Z. nT Eo + Z s• O o N t Imil��r.`i nVt n Z GX G=Zlrn^^PI D n J HAX.SHUTTER LENGTH SEE ACCORDION SHUTTER SPAN SCHEDULE, TABLE 1 XmZ yE r ' DX �aX cm y{r„yEay• In2ZapOD=621- yy 1'yCjH 00 coo',p.yx �Z m�mNm\om.. rD Dc T rOmm� T XD m-'mrDZ •bE Z OD � N TO yyX 'nm-L1�^. n pay02yZ D S y0 m lnZ^DA n=W I a J 7{ami J NOZT-iS mmy y' InXm Emu. cm T _5 m y N r'3 C N N � pr mm ^C � Z {m Zmum � 31 rJp Intim �/(• m G Tnm T Q) mD2Tn 3 r T v -1__ ' ny.P pNyVI r `m m DD`a man n=2 OD D Dm ol(• K �=2CI•1=C cc m" £ J�NTrm7 C D A7 �` raD D22m_ 2 OVlo TZmrn mm a E� N Ems_ W ll�� TC Z m o . THREA[ MmPENETR, MAX. 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'1Minx n•Dm m :30 m2 < \ IZZ n, Dn n minN OKm x, 1n _. m -13 a D m: m �ONC, Oar, <Sr� -4awD ^n m?>< P-�<rnIm IDilx+n Zrl lz CDO OD%m -C1 N g N r Vl it Z o mrm mOO fn -?W CO E mzl 3 z rm Q m -1 X O in ~ -i Or 3 -AZ F cl r cl J D N 0 Z in n C p 71 r rn -1 m m W y :r m2 m^ M m rn In E (6. m in m r yC, it. j r r �r 3 X THE SEAL APPEARIN ON THIS DOCUMENT WAS AUTHORIZED BY JOHN W. KNEZEVICH PE 0041961 ON L.1 G >n 1 211 9 /2 005. THIS DOES NOT CONSTITUTE AN ELECT0.0NIC SIGNATURE; ORIGINAL, SIC'11ED 6 SEALED HARD COPIES TO TH APPROPRIATE AGENCY WILE FOLLOW. AECS HR ALUM. ACCORDION SHUTTERS';. %gThornton. Tomas etti Group "o N, Andrewr Avc„ Suite T' -Ll . Lauderd.le, FL )3101 V z.m /""'-V-/W Tel. (934) 517-7690. iax (954)) 572-7691 . 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COA a )S 19 Webrhe:-TheTTCroup.com .. • ♦ AOi+lr'e, a/A C.Cxppl.. C+ JFec yr s,rx. ' � ' a " ••• � . Copyright 0 2005 Thornton-Tomaeetti Grpup, Inc. Prhl In lDrmplion: P;\FL 11.dwg wc.mu 1 12; 23: 2lpm 12:05 r Dcna O^�rnxmZO-C� r mmA�lAclny Em�°rO-IN-IZa mm-.>'2rnzar-1 r-CmI,a'Dlr,Oam .. rnNoozoz ca y�.m�O�aSoE y CD mm lzil D•amOmOmrn= ' oz�hac�+mz m-lcm��=dam Dom-1v-ImZD r-ZF-IOrrnti 2ymmmyDzm ZoXmrSOs mz-12mrn1nX rjp y:<OInT T �� mmall Vnm� �m Inm Dnmm^ Dx ax m2mD D,y Da�jmy:, y� ^ZDmO y -i c'1 m-cn �m •y �rZan xC, nZ. EDGE DIST. c rc-Zm ,^�Z Nilmm�rtl cm yD==m T on v o ax mya2= Z f.. maoDnm �• am..., y,=ml rlmm7IS m� yX aZ C� TmDD Il Tp2 mrm"; DD r rnaxa m nm Cr.ryDm_ nyr : O Z 2 yz T CD .rn 0Omy 30 s L, mo rn < aw y In = O m -1 o C m T mmN ^C FSC m C A o a x^nv czm rn P rti _<D W o ZZ' D m � o o m Tmm :E zrzi- czi o'zE aDz Do< o .m yD zti _T r yD L1 r x -1m z a DO Fm 1n 1i1 zm i '� ' y or -•,•, EMBED. y 7P n C J m JN r L,m D ozX Z MAX. 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KNEZEVICH PE.0011961 ON t 12/19/2005. THIS D 5 NOT CONSTITUTE AN ELECTRONIC SIGNATURE; DRICINAI, SIGNED B SEALED HARD COPIES TO TH APPROPRIATE AGENCY WILL FOLLOW. HR ALUM. AC ORDION SHUTTERS p� n;'! Et l°`f;Thornton•TOmasetti Group 110 N. Andrewr Ave., Sulle 150 • il. Lauderdale, FL 71101 Tel. (951) 121-3690. Faa (951 527.1 u91 •CDA L 751 9 -`� � ' �d +• wC WebailC wvrv.The�Group.com �� • �' � _ � d Oird.i,rx fAa EfxrPlr Cu., Jwc 40 W-NrNul Ruud ✓N L.dcrdu/c, FL )7100 C.Pyrigh, O 1005 Thornton-Tomasetti Crouo. Inc. Prins Intormo!ion: P: ^ z A^ n 0 m M m . f'7 m r� P oZ nZ Ll Vj ry fir.. Ur-Irzn mof 0 K D O Z .0 c1 In Gnl 0 Oz y m v_D- A K Z'� n T I/I CS Nm KC 0 I=T T N Z mz n S mNN nzx :r C) _' 0 a °a bmo < ^ "_ �nN CS O Zn Zn <n Z 2 D m a ANC �• m O ° q c W P omv~i m o a O m ©z a - I m Q Q rn z p p, o • a N. 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