The URL can be used to link to this page

121-123 Pine St (vault) tr JOBADDRESS PROPERTY OWNE Q- PERMIT NUMBER S�� -S7/ DATE INSPECTIONS: FOOTING SLAB 2- _ S TIE BEAM LINTEL NAILINGISHEATHING FRAMING/COVER UP 3- 3-9 9 INSULATION 3 Y FINAL BUILDING - CERTIFICATE OF CY qj ELECTRICAL PERMIT# / 7 7 3 -s- 7-P 5 2-0 z INSPECTIONS ROUGZ-s - FINAL 4-i9-ci MECHANICAL PERMIT# 7�'2 '2 INSPECTIONS ROUGH 3 FIN. 2` PLUMBING PERMIT# q SP S INSPECTIONS ROUGH/UNDER SI B_ 112- 12- 96 TOPOUT yy WAIE.41gWER FIN L� NOTES: A SERIAL # 7338 * ResmanuJ(c) * 11-02-1998 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------ PROJECT :DUPLEX ADDRESS CITY OWNER BLDG CONTR :KEN MASSEY CONSTRUCTION HVAC CONTR :AIR SYSTEMS, INC. Cond Flr Area: 1636 SF * GLASS/SF RATIO = 12.3% * House Faces: West * Climatic Conditions & Design Conditions * ---------------------------------------------------------------------------- Geographical Location : Florida { Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb i 32 Deg. F Indoor Winter Dry Bulb { 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb ( 77 Deg. F Outdoor Summer Hum. Ratio Gr/Lb ( 114 Indoor Summer Relaltive Hum. I 50% Indoor Summer Design Gr/Lb. { 49 Indoor Summer Dry Bulb { 75 Deg. F Indoor Summer Wet Bulb { 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range I 19 Deg. F - M Summer (Actual) Temp.Diff. { 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * 1 .DAT * COOLING SUMMARY * SUBTOTAL 28257.00 {STRUCTURE SENSIBLE 18500.80 {MECH.VENT- 0 Cfm 0.00 { SENS. + MECH.VENT : 18500.80 {TEMP.SWING @ 3 DEG. : 1 .00 (OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1412 .85 {DUCT GAIN 2150. 08 TOTAL LOSS/BTUH 29669. 85 {TOTAL SENSIBLE 23650.88 {TOTAL LATENT 4111 .03 {SENSIBLE + LATENT27761.91 20% OVERSIZE FACTOR 5933.97 120% SENS.OVRSZE FTR: • 4730 . 18 ACTUAL + 20% OVERSIZE: 35603 .82 {SENS. + 20% OVERSIZE: 28381 .06 * EQUIPMENT SELECTION * EQT MANUF CU MOD # AHU MOD # HTG INPUT HTG OUTPUT HTG CFM AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM TYPE NOTES: * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh G L A S S West Double Clr Roller Shade 1 40.00 1160.00 2360.00 West Double Clr Roller Shade 1 10.00 290.00 590.00 East Double Clr Roller Shade 1 60.00 1740.00 3540.00 East Double Clr Roller Shade 1 20.00 580 .00 1180.00 East Double Clr Roller Shade 1 6.00 174.00 354.00 South Double Clr Roller Shade 1 30.00 870.00 930.00 South Double Clr Roller Shade 1 20.00 580.00 620.00 South Double Clr Roller Shade 1 10.00 290.00 310.00 South Double Clr Roller Shade 1 6.00 174.00 186.00 Infiltration : Winter Htm ( 32 .56 ) x 202 .00 6577 . 12 Infiltration : Summer Htm ( 7.51 ) x 202 .00 1517.02 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 949 .00 3416.40 1992 .90 Wood Stud - Adj . 11 166 .00 597. 60 215.80 --------- --------- --------- SUBTOTALS: 1115.00 4014.00 2208.70 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 20.00 354.00 90.00 Solid Core/Wood - Adj . 0 18.00 399 . 60 64. 80 Infiltration :Winter Htm( 32 .56 ) x 38.00 1237.28 Infiltration :Summer Htm( 7 . 51 ) x 38.00 285. 38 SUBTOTALS: 38.00 1990.88 440. 18 CE I L I N G S---------------------------------------------------------------- Under Attic 30 995.00 1293.50 1492.50 Under Attic 19 174.00 365. 40 400.20 SUBTOTALS: 1169 .00 1658.90 1892 .70 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 94.00 Lin.Ft. 3045. 60 000.00 Raised Wood - Adjacent 0 409 .00 Sq.Ft. 5112 . 50 2372 . 20 --------- --------- --------- SUBTOTALS: 94.00 Lin.Ft. 8158.10 2372.20 SUBTOTALS: 409.00 Sq.Ft. * TOTAL STRUCTURE SENSIBLE ------------------------------------------------------------------------------- 28257.00 18500 .80 ------------------------------------------------------------------------------- --- Department of Community Affairs SN: 7338 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: DUPLEX (BUILDER: MASSEY CONST. AND ADDRESS:p,1-( a-3 0,�nnc ( PERMITTING �� ,(CLIMATE iOFFICE Tt.4Arr ( ZONE: 1 (_( 21_1 31 OWNER: (PERMIT NO. 174,!5-0 51 (JURISDICTION NO I�2(,/eo CK 1. New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2. Multi-Family 3. If Multifamily-No. of units 3. 2 4. if Multifamily, is this a worst case (yes/no) 4. Yes 5. Conditioned floor area (sq.ft. ) 5. 1636.00 6. Predominant eave overhang (ft. ) 6. 1.33 7. Porch overhang length (ft. ) 7 . 4.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 202.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 94.00 ft b. Wood, raised (R-value, area ) 9b.R= 0.00 , 409.00 sqft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 949.00sgft b. Adjacent: 2. Wood frame (Insulation R-value) 10b-2 R=11.00, 166.00sgft ll.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=19.00 , 174.00sgft a. Under attic (Insulation R-value) lla.R=30.00 , 995.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C SEER: 12.00 14.Heating System: 14. Type: Heat Pump HSPF: 7.50 15.Hot water system: 15. Type: Electric EF: 0.93 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19 . 98.50 a. Total As-Built points 19a. 28822 .80 b. Total Base points 19b. 29263.17 ---------------------------------------1--------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and ( Review of the plans and specifications specifications covered by this calcu- ( covered by this calculation indicates lation are in compliance wit he ( compliance with the Florida Energy Florida Energy Code. ( Code. Before construction is completed ( tb.s building will be inspected for PREPARED BY: � ( compliance in accordance with Section DATE: 553.908 F.S. ( I hereby certify th t th s ilding is in compliance w' the F a Energy Code. OWNER/AGENT: ( BUILDING OFFICIAL: DATE• - - cul DATE: It INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS------SECTION----_-----REQUIREMENTS-FOR-EACH-PRACTICE-----------CHECK PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES . ------------------------------------------------------- Windows 606 . 1 Maximum of 0. 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ---------------------------------------------------------------- Exterior & 606. 1 Maximum of 0. 5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel, insulated or glass doors only. --------------------------------------------------------------------- Exterior Joints 606. 1 To be caulked, Basketed, weather-stripped or other- & Cracks wise sealed. ----------------------------------------------------------------------- PRACTICE #2 606. 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606. 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- DuctWork 606. 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606. 1 Equipped with outside combustion air, doors and flue dampers. ------------------- - 4 P Exhaust Fans 606.1 Equipped ed with dampers. Combustion devices see 606. 1 .A.2 . ------------------------------------------------------------------------------- Combustion 606. 1 Combustion space and water heating systems provided Heating with outside combustion air, except direct vent appliances. ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** ------------------------------------------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-11 . Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. ------------------------------------------------------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- Air Distribution 610. 1 All ducts, fittings, mechanical equipment and plenum Systems chambers shall be mechanically attached, sealed, ins- ulated and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet. ------------------------------------------------------------------------------- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- Insulation 604. 1 Ceilings minimum R-19 . Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides. Common ceiling & floors R-11 . ------------------------------------------------------------------------------- SUMMER CALCULATIONS BASE _-= j =-= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS j TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- E 86.00 65.8 5658.8 ( DBL CLR E 60.0 79 . 7 . 72 3425. 7 ( DBL CLR E 20. 0 79 . 7 .89 1422.2 j DBL CLR E 6.0 79. 7 .82 392.1 S 66.00 65.8 4342. 8 j DBL CLR S 30.0 66.2 .82 1628.5 ( DBL CLR S 20.0 66.2 .82 1083.5 ( DBL CLR S 10.0 66 .2 .82 541 .7 ( DBL CLR S 6.0 66.2 .82 325.0 W 50.00 65.8 3290.0 j DBL CLR W 40 .0 79 .7 . 65 2057.5 ( DBL CLR W 10 .0 79 . 7 .86 687.5 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS j GLASS AREA AREA FACTOR POINTS POINTS j POINTS ------------------------------------------------------------------------------- .15 1, 636.00 202 .00 1 .215 13,291 . 60 16, 147.32 ( 11,563. 78 NON GLASS------------ j AREA x BSPM = POINTS ( TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- ( Ext 949. 0 . 9 854. 1 ( Ext Wood Frame 11 .0 949 .0 1. 70 1613.3 Adj 166.0 . 7 116.2 j Adj Wood Frame 11 .0 166.0 . 70 116.2 j DOORS---------------- Ext 20.0 6 .1 122 .0 ( Ext Insulated 20.0 4. 10 82.0 Adj 18.0 2.4 43.2 ( Adj Wood 18.0 2. 40 43.2 ( CEILINGS------------- UA 995.0 .6 597 .0 ( Under Attic 30.0 995 .0 .60 597.0 ( Under Attic 19 .0 174.0 1 . 10 191 .4 ( FLOORS--------------- j Slb 94.0 -37.0 -3478.0 ( Slab-on-Grade .0 94.0 -41 .20 -3872.8 Rsd 409. 0 -4. 0 -1631 . 9 ( Rsd Wood Adjacent . 0 409 . 0 2.20 899.8 ( INFILTRATION--------- 1636.0 8.0 13088.0 ( Practice #2 1636. 0 8 .00 13088.0 -------------------------- TOTAL SUMMER POINTS 25,857.91 j 24,321.88 TOTAL x SYSTEM = COOLING ( TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS ( COMPON RATIO MULT MOLT MULT POINTS -------------------------------------------------------------------------- 25,857.91 . 37 9,567 .43 1 24,321 .88 1 .00 1 .070 .280 1 .000 7,286.84 WINTER CALCULATIONS BASE __= I AS-BUILT GLASS---------------- 1 ORIEN AREA x BWPM = POINTS I TYPE SC ORIEN AREA x WPM x WOF = POINTS -------------------------------------- E - 86.00 -10 .6 -911 . 6 1 DBL CLR E 60.0 -9 .2 .24 -130.5 1 DBL CLR E 20.0 -9 . 2 .70 -128.9 1 DBL CLR E 6.0 -9 .2 .51 -28.3 S 66.00 -10 .6 -699 . 6 1 DBL CLR S 30 .0 -28 .4 .91 -774 .4 i DBL CLR S 20 .0 -28.4 .91 -515.5 I DBL CLR S 10 .0 -28.4 .91 -257 .8 I DBL CLR S 6 .0 -28.4 .91 -154.7 W 50.00 -10. 6 -530 .0 1 DBL CLR W 40.0 -9 .2 .00 - .8 1 DBL CLR W 10.0 -9 .2 . 63 -57 .7 --------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS I POINTS ---------------------------------------------------- .15 1,636.00 202 .00 1 .215 -2, 141 .20 -2,601 .24 1 -2,048.51 NON GLASS------------ AREA x BWPM = POINTS 1 TYPE R-VALUE AREA x WPM = POINTS --------------------------------------------------------------------- WALLS---------------- I Ext 949 .0 2 .2 2087.8 1 Ext Wood Frame 11 .0 949 .0 3.70 3511.3 Adj 166.0 3 . 6 597 . 6 1 Adj Wood Frame 11 .0 166.0 3.60 597 .6 i DOORS---------------- I Ext 20.0 12 .3 246.0 1 Ext Insulated 20.0 8.40 168.0 Adj 18 .0 11 . 5 207 .0 1 Adj Wood 18 .0 11 . 50 207 .0 CEILINGS------------- I UA 995.0 1 .2 1194.0 1 Under Attic 30.0 995.0 1.20 1194.0 Under Attic 19 .0 174.0 2 .00 348.0 FLOORS--------------- Slb 94.0 8.9 836 . 6 1 Slab-on-Grade .0 94.0 18.80 1767.2 Rsd 409 . 0 1 .0 392 . 6 1 Rsd Wood Adjacent .0 409 .0 10.40 4253 .6 I INFILTRATION--------- 1 1636.0 7 .4 12106.4 1 Practice #2 1636.0 7.40 12106.4 TOTAL WINTER POINTS 1 15,066.80 1 22, 104.59 ------------------------------ - - TOTAL x SYSTEM - HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 15,066.80 .55 8,286. 74 1 22, 104.59 1 .00 1 . 070 .454 1 .000 10,737.97 WATER HEATING BASE _-_ __= AS-BUILT NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 50 .93 1.000 3599.3 1.00 10, 798.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE __= I =_= AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS ( POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 9567.4 8286. 7 11409.0 29,263. 17 7286.8 10738.0 10798.0 28,822 .80 ***************** * EPI = 98 .50 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98.5 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear I ------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11 .0 1 --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17.0 SEER. . . . . . . . 12.0 I -----X--------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 7.5 I --X------------------ I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.93 I ------------X-------- I 0. 54 0 .90 GasEF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 SolarEF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features requ' ed for the Florida Energy Code have been installed in this house Builder Address: T dp SG2 S ignatur Date: City/Zip 0-ZL 6 Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 PRICE QUOTE APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME --X� 2224-1t4�� MAILING ADDRESS D 5 U-Z IS PHONE NUMBER 7�y L5 D DATE SERVICE REQUE TED 94-- 7` 8 Z S r SERVICE LOCATION DATE SET TO PUBLIC WORKS 30 —5 DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE WATER: SEWER: OTHER: PRICE QUOTE PREPARED BY: Signature - Title DATE NOTIFIED OWNER 110 MPH ZONE STRUCTURAL NOTES 1. All laps in top plate shall be a minimum of 4' and nailed with 12 - 16d common nails. 2. All shearwalis shall be nailed at 3' or 6' o.c. as noted on all edges and 12" o.c. intermediate with 8d commons U.O.N. . Block all unsupported edges with 2x4 flatwise blocking. Shearwalls shall be 15/32' CDX or 7/16" OSB. 3. All gable ends shall be balloon framed or framed and braced per attached detail. 4. Strap header studs to double plate with TPP6/4 at each end of header and nail with eight (8) - IOd common nails (U.O.N. 5. Header studs and header cripples should be nailed together at 6" o.c. w/16d staggered. Clip unit to shoe plate with one (1) TPP6/4 clips and nail with eight (8) - l Od common nails U.O.N. . 6. All window and door components must withstand a l 10 MPH wind load. 7. All connectors are SEMCO or equal U O.N.). 8. Foundation design is based on a minimum soil bearing capacity of 2000 psf. 9. Design wind loads are based on SBCCI Section 1606 with a wind speed of I10 MPH. STUD TABLE Stud spacing for Exterior Load-Bearing Walls Ceiling No.2 No.2 No.2 No.2 No. 1 No. I SPF SPF SYP SYP SYP SVP Height 2x4 2x6 2x4 2x6 2x4 2x6 9 ft. 16" o.c. 24" o.c. 16" o.c. 24" o.c. 16" o.c. 24" o.c. 10 ft. N/A. 24" o.c. N/A 24" o.c. N/A 24" o.c. 11 ft. NIA 16" o.c. N/A 16" o.c. N/A 24" o.c. 12 ft. N/A 16" o.c. N/A 16" o.c. N/A 24" o.c. 13 ft. N/A 12" o.c. N/A 16" o.c. NIA 16" o.c. 14 ft. N/A 12" o.c. N/A 12" o.c. N/A 16" o.c. Note: This table applies to structures with Mean Roof heights<25' and wind speeds of l 00111ph or less. Jeffrey K. Hulsber P.E. (904) 8862401 Z72S 110 MPH ZONE STRUCTURAL NOTES 1. All laps in top plate shall be a minimum of 4' and nailed with 12 - 16d common nails. 2. All shearwalls shall be nailed at 3' or 6' o.c. as noted on all edges and 12" o.c. intermediate with 8d commons U.O.N. . Block all unsupported edges with 20 flatwise blocking. Shearwalis shall be 15/32' CDX or 7/16" OSB. 3. All gable ends shall be balloon framed or framed and braced per attached detail. 4. Strap header studs to double plate with TPP6/4 at each end of header and nail with eight (8) - l Od common nails (U.O.N j 5. Header studs and header cripples should be nailed together at 6" o.c. w/16d staggered. Clip unit to shoe plate with one (1) TPP6/4 clips and nail with eight (8) - IOd common nails U.O.N. . 6. All window and door components must withstand a 110 MPH wind load. 7. All connectors are SEMCO or equal U.O.N. . 8. Foundation design is based on a minimum soil bearing capacity of 2000 psf. 9. Design wind loads are based on SBCCI Section 1606 with a wind speed of I10 MPH, STUD TABLE Stud spacing for Exterior Load-Bearing Walls Ceiling No.2 No.2 No.2 No.2 No. 1 No. I SPF SPF SYP SYP SYP SYP Height 2x4 2x6 2x4 2x6 2x4 2x6 9 ft. 16" o.c. 24" o.c. 16" o.c. 24" o.c. 16" o.c. 24" o.c. 10 ft. N/A. 24" o.c. N/A 24" o.c. N/A 24" o.c. 11 ft. N/A 16" o.c. N/A 16" o.c. N/A 24" o.c. 12 ft. N/A 16" o.c. N/A 16" o.c. N/A 24" o.c. 13 ft. N/A 12" o.c. N/A 16" o.c. N/A 16" o.c. 14 ft. N/A 12" o.c. N/A 12" o.c. N/A 16" o.c. Note: This table applies to structures with Mean Roof heights<25' and wind speeds of 100mph or less. Jeffrey K. Hulsberg, P.E. (904) 8862401 Truss Connections Pine Street Duplex Atlantic Beach Truss Uplift Truss Stud to Double Stud to Sill Left Inter. Right Connection Plate Connection Connection B15 1560 1560 RTPGA830ts NIA MTS27B C16 6150 8740 (4)RTPGA830ts; HANGER NIA HD8A; N/A G20 10590 2270_ HD14A`; (2)'RTPGA830ts N/A N/A; MTS27B G21 2290 2290 (2) RTPGA830ts ; HANGER N/A MTS27B; NIA ALL OTHER'S <510 <510 (1) HCPLULR TYPICAL TYPICAL *ADD 2x6 BEARING BLOCK TO TRUSS, 6' LONG, NAIL w/(2)ROWS 16d com @ 4"o.c., SEE DETAIL OF CONNECTION Where RTPGA830 is indicated install two(2) No,2 SPF studs(Min.)under each bearing point. Too-nail trusses to Dbl. Pt.with 4- 16d corn. Typical: TPP4 at sill and double plate at 32"o.c. (Capacity: 395 plf or 790#uplift for trusses at 2'o.c.) Nail with 8- 10d com. HCPLULR Uplift Capacity: 510#; HDPT2 Uplift Capacity: 880# wl 8-8d com; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 Uplift Capacity: 1750#; MTS27B Uplift Capacity: 3745# All connectors are SEMCO or equal (U.O.N.) Jeffrey K. Hulsberg P.E. (904)886-2401 Truss Connections Pine Street Duplex Atlantic Beach Truss Uplift Truss Stud to Double stud to sill Left Inter, Right Connection Plate Connection Connection B15_ 1560 1560 RTPGA830ts NIA MTS278 C16 6150 8740 (4)RTPGA830ts; HANGER N/A HD8A; N/A G2010590 2270 HD14A* ; (2)RTPGA830ts N/A NIA; MTS27B G_21 __ 2290 2290 (2) RTPGA830ts; HANGER N/A MTS2713; N/A ALL OTHER'S <510 {510 (1) HCPLL/LR TYPICAL TYPICAL *ADD 2x6 BEARING BLOCK TO TRUSS, 6' LONG, NAIL w/(2)ROWS 16d com @ 4"o.c., SEE DETAIL OF CONNECTION I Whore RTPGA830 is indicated install two(2) No.2 SPF studs(Min.)under each bearing point. Toe-nail trusses to Dbl. Pt.with 4- 16d com. Typical: TPP4 at sill and double plate at 32"o.c. (Capacity: 395 plf or 790#uplift for trusses at 2'o.c.) Nail with 8- 10d com. HCPLULR Uplift Capacity: 510#; HDPT2 Uplift Capacity: 880# w/8-8d com; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 Uplift Capacity: 1750#; MTS27B Uplift Capacity: 3745# All connectors are SEMCO or equal (U.O.N.) Jeffrey K. Hulsberg P.E. (904)886-2401 A307 BOLTS HD14A HOLDOWN BEARING BLOCK— 2x6 (6'-0") NAIL w/ 2— ROWS 16dCOM C Coe. (4)— 2x4 SYP 1" THREADED ROD BLOCKING C THREADED COUPLING 1" ANCHOR BOLT — 28" LONG. MONOLITHIC FTG. #5 VERTICAL -SEE FOUNDATION PLAN DETAIL OF TRUSS ANCHOR JEFFREY K HULSBERG, P.E. n �? SCALE' 1/4"= V--0" `u AL 2 S e rg (9") OW-UM TAX (om) 200-4W7 (4}— 1" A307 BOLTS HD14A HOLDOWN BEARING BLOCK— 2x6 (6'-0") NAIL w/ 2— ROWS 16dCOM Coe. (4)— 2x4 SYP I" THREADED ROD BLOCKING 1" THREADED COUPLING 1" ANCHOR BOLT — 28" LONG. MONOLITHIC FTG. #5 VERTICAL SEE FOUNDATION PLAN DETAIL OF TRUSS ANCHOR JEFFREY K. HULSBERG, P.E. /r-7 wo Sam" mm N&IO (Boz 0) J SCALE: 1/4"= 1'-0" M (oo+) Ac c NO-49W. NAILING SCHEDULE Revised 4/28/98 CONNECTION TYPICAL'NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 Lap in double plate - — 12 - 16d common- - 16 - 0.131" �� g x 3 1/4 un nails 20- 12d sinkers 6" o.c. on edges and 12" o.c. in the field with 8d common box, screw 6 o.c. on edges and 12" o.c. in the 4" o.c. on edges and 8" o.c. in the SW- shearwall shank or ring shank field with 0.131" x 2 1/2" gun nails field with 0.099" x 2" gun nails ._._--- ------ -- .,�. 3" o.c. on edges and 12" o.c. in the - field with 8d common , box, screw 3" o.c. on edges and 12" o.c. in the SW(3) - shearwall shank or ring shank field with 0.131" x 2 1/2" gun nails 6" o.c. on all supports with 8d 6" o.c. on all supports with 0.131"x 6" o.c. on all supports with 0.099" common, ring shank or screw shank, 2 1/2" smooth, ring or annular x 2" ring, screw or annullar shank 1/2" or 7/16" Roof Sheathing, 100 4" o.c. edge nailing with 4' of edge shank gun nails, 4" o.c. edge nailing gun nails, 4" o.c. edge nailing MPH Zone of roof within 4' of roof edge within 4' of roof edge 4" o.c. on edges and 6" o.c. in the 1/2" or 7/16" Roof Sheathing, 110 field with 8d common, ring shank or 4" o.c. on edges and 6" o.c. in the MPH Zone screw shank field with 0.131" x 2 1/2" gun nails 4 -0.131" x 1 1/2" nails in truss and Semco HCPLULR clip 4- 8d common in truss and plate plate Semco TPP4 /6 8 - 10d common 10- 8d common 10- 0.131" x 1 1/2" nails Alpine TPA4/6 8 10d common N/A N/A 13- 0.162"x 2 1/2" nails in each Semco RTPGA830 13 - 16d common in each member member Semco MTS27B 24- 16d common 24 - 0.162" x 2 1/2" nails Simpson HETAL 16 15 - 10d x 1 1/2" 15- 16d com (2 ply truss min.) 3/4" Thrd. Rod Epoxied (8" Emb.), Simpson HD8A - 3- 718" bolts thru 3 studs(min) 7- 0.148" x 1 1/2" nails in rafter and Simpson MTS12 7- 10d common in rafter and plates plates Simpson MTT28B 24- 16d common 24-0.162" x 2 1/2" nails Simpson HTT22 32 - 16d sinkers Jeffrey . Hulsberg PE. 3015 Hartley Rd. Suite 10, Jax, FL 32257 (904) 886-2401 NAILING SCHEDULE Revised 4128198 CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 Lap p �. " _—common 16-0.139" x 3 1/4"gun nails 20- 12d sinkers La in double late 62 o.cson edges a�_ .� � - - nd 12" o.c. in the field with 8d common , box, screw 6"o.c. on edges and 12" o.c. in the (4"o.c on edges and 8"o.c. in the SW- shearwall shank or ring shank ^ —__ _-- field with_0.131"x 2 1/2" gun nails -- field with 0.099"x 2"gun nails 3" o.c. on edges and 12"o.c. in the field with 8d common , box, screw 3 o.c. on edges and 12" o.c, in the SW(3)- shearwall _ -----�__ 'shank or ring shank field with 0.131"x 2 1/2" gun nails _ W'o.c. on all supports with 8d 6" o.c. on all supports with 0.131" x 6" o.c. on all supports with 0.099" _common, ring shank or screw shank; 2 1/2" smooth, ring or annular x 2" ring, screw or annullar shank 1/2" or 7/16" Roof Sheathing, 100 4" o.c. edge nailing with 4`of edge shank gun nails, 4" o.c. edge nailing gun nails, 4" o.c. edge nailing MPHZone of roof _ within 4' of roof edge within 4' of roof edge 4" o.c. on edges and 6"o.c. in the —__-- .__ 1/2" or 7/16" Roof Sheathing, 110 field with 8d common, ring shank or 4"o.c. on edges and 6" o.c. in the MPH Zone screw shank ,. 1 field with 0.131"x 2 1/2" gun nails - __ --_ -- - _ _ _ _ _._ -_ __- _- ___-- -- --_-____ -_ --- 14-0.131"x 1 1/2" nails in truss and Semco HCPLL/LR clip -4---8-d common in truss and plate plate Semco TPP4/6 8- 10d common 110-8d common 10-0.131"x 1 1/2" nails ! Alpine TPA4/6 {8- 10d common NIA N/A 13-0.162" x 2 1/2"nails in each i - Semco RTPGA830 13- 16d common in each member member Semco MTS27B 24- 16d common' 24-0.162" x 2 1/2" nails Simpson HETAL 16 15- 10d x 1 112" 15 16d com (2 ply truss min.)_ 3/4" Thrd. Rod Epoxied(8" Emb.), Simpson HbBA 3- 718" bolts thru 3 studs(min) - - 7-0.148" x 1 1/2" nails in rafter and Simpson MTS12 7= 10d common in rafter and plates plates Simpson M— _ --___�___.-- ___ ._ _ ..______ Simpson HTT22 32 -_16d sinkers 3015 Hartley Rd. Suite 10, Jax, FL 32257 (904)886-2401 WIND CODE: JOB DESCRIPTION:/ NDCODE: N/AWINDMPH: BLDG TYPE: N/A TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft . YLOC-ft . MAX.+# MAX. -# UPLFT. -# ------------------- Fl 5 . 958 71.500 WALL 0 . 000 9. 094 2090 ------------------------------------------------------------------------------- F2 5 . 958 3 .500 WALL 0 . 000 9. 094 315 F2 5 . 958 3 .000 SH422 5 . 708 9. 094 328 -------------------------------------------------------------=----------------- F3 17 . 333 3 .000 WALL 0 . 000 9. 094 953 F3 17 . 333 3 . 000 WALL 17 . 083 9.094 941 ------------------------------------------------------------------------------- F4 17 . 333 3 .000 WALL 0 . 000 9. 094 1453 F4 17 . 333 3 .000 WALL 17 . 083 9. 094 1069 ------------------------------------------------------------------------------- F5 17 . 333 3 .000 WALL 0 . 000 9. 094 1539 F5 17 . 333 3 .000 WALL 17 . 083 9. 094 1197 ------------------------------------------------------------------------------- F7 3 . 000 3 .500 WALL 0 . 000 9. 094 627 F7 3 . 000 3 .000 SH422 2 .750 9. 094 627 ------------------------------------------------------------------------------- F8 3 . 917 3 .500 WALL 0 . 000 9. 094 443 F8 3 . 917 3 .500 WALL 3 . 625 9. 094 387 ------------------------------------------------------------------------------- F9 17 . 333 3 . 000 SH422 3 . 875 9. 094 740 F9 17 . 333 3 .000 WALL 17 . 083 9. 094 728 ------------------------------------------------------------------------------- F10 5 . 542 3 .500 WALL 0 . 000 9. 094 292 F10 5 . 542 3 .500 SH422 5 .250 9. 094 305 ------------------------------------------------------------------------------- F6 17 . 333 208 .000 WALL 0 . 000 9. 094 22888 ------------------------------------------------------------------------------- All 60 . 000 720 .000 WALL 0 . 000 18 .583 9080 -7380 ------------------------------------------------------------------------------- Al2 60 . 000 3 .500 WALL 0 . 000 18 . 583 2187 -1080 Al2 60 . 000 3 .500 WALL 59 . 708 18 . 583 2187 -1080 ------------------------------------------------------------------------------- Al2 60 . 000 3 .500 WALL 0 . 000 18 . 583 6572 -4740 Al2 60 . 000 3 . 500 WALL 59 . 708 18 .583 8089 -5820 ------------------------------------------------------------------------------- A13 60 . 000 720 . 000 WALL 0 . 000 18 .583 3032 -2360 ------------------------------------------------------------------------------- P14 18 . 698 3 .500 WALL 0 . 000 18 .583 47 -500 P14 18 . 698 202 .750 WALL 0 . 902 18 . 708 2637 -1000 P14 18 . 698 3 .500 WALL 18 .406 18 .583 47 -460 ------------------------------------------------------------------------------- P15 20 . 000 3 .500 WALL 0 . 000 18 .583 88 -41 -180 P15 20 . 000 218 .375 WALL 0 . 902 18 .708 1036 -380 P15 20 . 000 3 .500 WALL 19 .708 18 .583 82 -41 -180 ------------------------------------------------------------------------------- P16 20 . 000 3 .500 WALL 0 . 000 18 .583 17 -180 P16 20 . 000 218 .375 WALL 0 . 902 18 .708 920 -380 P16 20 . 000 3 .500 WALL 19 . 708 18 .583 17 -180 ------------------------------------------------------------------------------- HANGER SUMMARY FOR: #144 Quantity Hanger ====20SH422=====_===== I THIS DRAWING SI IFIES REPAIRS FOR A TRUSS WITH CRACKED WEBS. rL WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WITH U DAMAGED WEBS OF 2X4 SIZE AND 03 SO. PINE GRADE. IN ADDITION, A MAXIMUM OF 1 CRACK PER WEB AND 2 CRACKED WEBS PER TRUSS ARE k ALLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT 00 NOT COMPLY WITH THIS DETAIL. (0) - DAMAGED AREA0' MIN, to 12' MAX. LENGTH OF CRACK IN WEB. ISI - 121 -2x4 SO. FINE 03 SCABS. MINIMUM LENGTH OF SCAB MUST BE THE GREATER OF: 1. 60" + LENGTH OF OAMAGEO AREA (8). MINIMUM OF 34" ON 80TH SIDES OF THE DAMAGED AREA or 2. BOX OF THE ORIGINAL WEB LENGTH ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE ROW OF 10d COMMON WIRE NAILS SPACED 4' O.C. STAGGERED. REFER TO NAIL SPACING DETAIL FOR ADDITIONAL NAIL SPACING INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND SPECIFICATIONS. 34" MIN. (0)� 34' MIN. / Iso 110d NAILB: OOUOLE ROM, STAGGERED) IS BACK FACE F 410 C. 'I 0 - FRONT FACE I.;.LM T� _TF:y IlLit o + o o + o + o + o + o + o --- 2X4 #3 S0. PINE WEB ONLY T_— ------------------------ NAIL SPACING DETAIL P 1 Al OO 1.0 ALPINE HS\TRULOX DESIGN CRIT TPI Rey 17.2mNOT TO SCALE NNIMPORTANTN)f"""Et/1G114FNED PNDDucls. uc WARNINGI"US"ES11100111EEfIIE"ICIUE TC LL - PSF CRACKED WEB OETA1 . 1 u--3 1 L-t ( CI 1'L---3 1 511.IL 10) bE AFS010IISIDIE rOR t"V 111 IN1411G, fmc111M1 I'm ,�rd`jM1A1,11" _ '- ISr1111n1 Ifm,N 11/15 0FS1U11m1 nesE vFclnunpus. tN Alit 011,101111 SH 1110-91 of lrl ;tE nils Dtsu:na► tii�(.., TC OL PSF DATE 09/02/94 1/N I+H I0Pull 0 Ile miss tri Lor.00".1m motif Osm of IVL ,0" .u0111um so-mit, 111TNUU11 OU/CPK 01 ��' I )/1A U C7 -§Plot Eld#dLI0115 APE "ALE Of 20GA C".v. 51Ft1 I.EffIIIG Asl" No11,rlmms IRREss u0e,lm#st 11111c11t0. fill, �'v1U021C'�`�� BC OL - PSF ORW tfC25094073 L:111 L:/ 1146 LN 0 110 r1 AS 110110. IoM I COf It CIOOS 10 FACII fALE OC C1 RU10 S11fll Bf I.AI FIItit1 60L(E0 m1111 omer1N •P I NE r /"iGi Il0 uAISS 011e11Wtsf tC'10 UN nits"Is16N. "05111"11 t( /111be0 M E11000 Ji1U11rG. OOIICN Iarnp �Qi I DC LL PSF FL-ENGCLL_1 ILnRCCd1S P(N CNa"t11Ls 110. 150 C 1601-r. 01511.0 s1A,10Ucs Will#nna•EflI AIIA11411 RICIII Qitl1r. -- ulTOT.LD. - PSF USS r 1 fUituiI/1/1'l ICtIN[ rR9/iS1GIS Uf /tIi ; 1111 111 FII"IIEfO"S ttP11E IttliflClL :.•rD:It If/1/911 rfM/,11.M0 j .,¢. (� — tA1 ♦11 ."M II,:W116 Aim Its l0 of C'Iw=•91111 IX{'IC/11114/4 Inl1"41 LLR 1C41iL 11 /11101.11 A LIN'/ Ci 1111, yrDUR.FAC.t I l I 11117./, 11/,Slfgl IRI(U( 111110 wtoo I0 ttll lJolk"WAS. Lts11AI 10 UE 11R,,;imc11111 EculluLif". ,' 1."EREOEN�'(� r - 9 .1 ( .1 1..1 1 — 1,•I 114x::,PI Sit Ur,I1p11C lit;- (!171 IRIIUPL (.!SILO!.1ICIrsCl11!:1111pI M1RN7 CI:rrSllR.lJpRl �1llnllunaI�4�, SPACING 24.0" PAGE 50 ASCE 7-93: 110 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.05, EXPOSURE C 2X4 BRACE (1) 1X4 "L" BRACE • (1) 2X4 "L" BRACE • (2) 2X4 "L" BRACE •• (1) 2X8 "L" BRACE • (2) 2X0 "L' BRACE •• GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B C t3I 2 3' 2" 5' G" 5' 8" 6' G" 6' 9" 7' 10" 8' 0" 10' 3" 10' 7" 12' 3" 12' 7" BRACING GROUP SPECIES AND GRADES S1l' #3 3' 1" 4' 5" 4' 5' 5' 10" 5' 10" 7' 10" 7' 10" 9' 1" 9' 1" 12' 3" 12' 3" GROUP A: �17STUD 3' 1" 4' 5" 4' 5" 5' 10" — 5' 10" 7' 10" 7' 10" 9' 1" 9' 1" 12' 3" 12' 3" SPRUCE-_PINE-FIR HEM-FIR 41 1 111 -- 41 Q I_T T� STANDARD 2' 11" 3' 9" 3' 9" 5' 0" 5' 0" 6' 9" D' 9" 7' 10" 7' 10" 10' 7" 10' 7" -j— a STANDARD —L2— STANDARD 1 3' 6" 5 6" 5' it" 6' G" 7 0" 7' 10" 8 5" 10 3" 11' 1" 12 3" 13' 2" s sruD s P _N2 3' 5" 5' 6" 5' ll" 6' 6" 7' 0" 7 10" D' S" 10' 3" 11' 1" 12' 3" 13' 2" U � 3' 3" 4' 6" 4' 6" 6, O_" _6' 0" 7 10' 8, 1" 9' 4" 9 4" 12' 3" 12' B" DOUGLAS FIR-LARCH SOUTHERN PINE IN D 1' L STUD 3' 3" 4 6" 4' 6" 5' 11" 5' 11" 7' 10" 8' 0" 9' 3" 9' 3" 12' 3", 12' 6" ---is STANDARD 3' 0" 3' 10" 3' 10" 5' 1" 5 1 0' 11" 6' 11" D' 0" 8 0 10' 10" !0' t0" stUo sru0 STANDARD STANDARD SPF �/ 2 3 0' 6 4" 6' G" 7' 6" 7' B" D 11" 9' 2' 11 9' 12 1 74' 0" 14' 0" U 1 3 3' 7" 5' 5" -37-5" 7-2— 7' 2" 8' 11" 8' 11" 11' 2" 11' 2" 14' 0" 14' 0" STUD w IIF STANDARD 3' 4' ©" e' 2" 8' 2 8' 3i" 8' 3`" 19' 7" et 71" 12 0 12 " GROUP B: 1 4' 0" 6' 4" 6' 10" 7' 6" 0' I" e' 1t" 9' 7" 1t' 9" 12' 0" 14' 0" 14' O" ITEM-FIR S P #2 3' 11" 6' 4" 0' t0" 7' 6" 0' 1" 0, 11" 9' 7" 11' 9" 12' 8" 14' 0" 14' 0" 1 & UTR w (0 .) 3' 9" 5' 7" 5' 7" 7' 4" 7' 4" 0. 11" 9' 5" 11' 5" 11' 5" 14. 0" 14' 0" DFL L STUD 3' 9" 5' 6" 5' 6" 7' 3" 7' 3" 8' 11" 9' 5" 11' 4" 1 V 4" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-tARCTI STANDARD 3' D" 4' D" 4' 9" 6' 3" 0' 3" 8' S" 8' S" 9' 9" 9' 9" 13' 3" 13' 3" 1 2 4' 0" G' 11" 7. 2" 0' 3" 8' G" 9' !O" 10' I• 12 IC 13' 4" 14' 0" 14' 0" 2 i — — S 1)11 113 3' Il" G' 3" G' 3" 0' 3" 0' 3" 19 0 9' 10" 12 11 12' 11" 14' 0" 14' 0" 1.1 1, STUD 3' 11 6' (i '1" 0' 3" 8' 3" 9' 10" D' 10" 12_ICr 10" _14' 0" 14' 0" 1 --- ------------ -- - - - Q STANDARD 3' 11•• 5' 4" 5' 4" 7' 1" 7' 1" 9, 6" 9' 6" 11' 1" Il' 1" 14' 0" 14' 0" 1 4' 5" 0' II" 7' G" 0' 3" 0' 11„ D' 10" 10 7 12 11 13' 11" 14' 0" 14' 0" CABI,F, TRUSS UETAII, NOTES SP 2 4' 4' 0 11" 7' 0" —0'3" D 11" 9 10. 10- 7 12 11 13' I1" 14 0 1 0_ UVE LOAD DEFLECTION CRITERIA IS 1./240. cv 3 4 2" 6. 5 e' b" 6, 3" G 6 B' 10" 10 4' 12 11 13_ 14' 0" 14' 0' PROVIDE UPUFT CONNECTIONS FOR 160 PLP OVER `-4 DFL STUD 4' 2" 8' 4" 6' 4" 8' 3" 0' 5" 9' 10" 10' 4" 12 11 13 1" 14' O" 14' 0" CONTINUOUS BEARING. 3T DARD 4' 0" 5' 6" 5' 6" 7' 3" 7' 3" 9 9 9' B" 11 4" 11' 4" 14' 0" 14' 0' CADLE END SUPPORTS LOAD FROM 4' 0' OUTLOOKERS WITH 2' 0' OVERHANG. OR 12' (—SYMMETRIC ABOUT t PLYWOOD OVERHANG. � I + ATTACH EACH "I.' BRACE WITH IOd NAILS. OAIN.V END I • FOR (1) 'L' IIRACE: SPACE, NAIIS AT 2" O.C. ' 2X4 12N OR BETTER IN IB' F.ND ZONES ANO 4" O.C. bF.T1IF.EN 20NE9. DIAGONAL. DRACE OPTION: 81 OWN T + •• FOR (2) "L" BRACES: SPACE NAZIS AT 3' O.C. VERTICAL I.ENGTII MAY RE Ig" • IN IB' END ZONES AND 0" O.C. BETWEEN ZONES. DOODLED tI11EN DIACONAL � + BRACE 19 USED. CONNECT DIACONAL. DRACE FOR 000/ DRACE AT RACH END. MAX 11E11 •• TOTAL. LENGTH 19 1+'. GABLE VERTICAL PLATE SIZES O. PINE VERTICAL LENGTH NO SPLICE IAGONAL T LESS THAN 4' 0" IX4 OR 2X3 VERTICAL LENGTH SHORN BRACE; SINGLE 18" • + + GREATER THAN 4' 0', BUT 2X4 IN TABLE ABOVE. BLE CUT L 1 + LESS THAN 11' 0' RN) AT GREATER THAN II' 0" 2.5%4 UPPER END. I I I u u + REFER TO COMMON TRUSS DESIGN FOR l '60NTWU0UsBEA411191 A PEAK, SPUCE, AND HEEL PLATES. CONNECT DIAAAT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL OED. ■•WARNIN(il• IRIISSES RLUIIIRF_ EXTREME CARE IN HANDLING, SHIPPING, INSTALLING AND BRACING. TC LL PSF REF )-1 Cl RfFlN /U HIR-91 01ANDLIN6 INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 0011111 *00"NAMiF CI o [� O tNSTITUIE, SD3 D'UNIJFRN DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR T'f,41,� — o O O O TU PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ♦�, .•••.• qj`: TC DL PSDA DATE r� t� [� ^ ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. r.•11FIC A ��IHI'1 N71ANL• FI IRNISH A CUPY IIF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE �� ' ^7��/n� BC DL PSE DRWG A 1 1030E t L.t NhINI I_R111 1'RIIIH)CIS, INC. SHAI I NIII RI: RI_SI'lINSIDLE FOR ANY DEVIATION FROM THIS DESIGN) � - O 'J c) ANY 1 AILORF ICI BUILD THE IRIISSES IN CIINFORMANCE WITH TPH OR HANDLING. SIIIPPING, 3�O i��; BC LI_ 1�'SI- -ENG---- -----_-- AL1 INE INSTALLING ANp BRACING OF TRUSSES. DESIGN CDWURMS WITH APPLICABLE PROVISIONS CF NOS O p (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) , TUT.LD. PSF t� TRUSS O AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, t� o POSITION CONNECTORS PER DRAWINGS 130, 150 AND 160 A-F. AN ENGINEER'S SEAL ON THIS 4g0,("'••••�t�`r`` DUR.FAC. o C::' O o O O DRAWING N ANBITTER APPLIES ONLY TO THE DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED �4ip ;IalE91 11q�♦ SPACING STRUCTURAL PANEL TRIMMABLE CND DETAIL 10 END VIEW NOTE; I) THIS TRUSS DETAIL APPLIES TO 4X2 AND .� _ ,_. _ _ _ _ _ _ _ _ + 3X2 TRUSSES ONLY, t # 2) THE MAXIMUM SPAN IS NOT TO EXCEED I 26'. I 3) THIS TRUSS END MAY BE TRIMMED UP I MIN 15132" TO 12'. 1 THICK 4) REFER TO ALPINE DESIGN REFERENCING APA I 'nEp,H THIS DETAIL FOR LUMBER, PLATES, AND I OTHER INFORMATION NOT SHOWN. I STRUCTURAL 1 1 5) THE END PANELS ON THE TRIMMABLE END 1 SHEATHING 1 DESIGN DRAWING MAY BE REPLACED 1 WITH THIS DETAIL, 1 6) THE PANELS SHOWN ON THIS DETAIL MAY 1.5xI BE APPLIED IN THE SHOP TO BE MIN _ _ _ _ _ _ _ L TRIMMED IN THE FIELD, OR THE PANELS 1-z Lj MAY BE APPLIED IN THE FIELD AFTER THE CHORDS HAVE BEEN CUT TO LENGTH. 7) THE END VERTICAL MUST BE REPLACED FASTENING SCHEDULE IF THE END OF THE TRUSS IS TRIMMED. I) ATTACH END VERTICAL TO TOP AND BOTTOM CHORDS WITH (2) 10d COMMON NAILS. 8) PLATE AT THE JOINT OF THE BOTTOM 2) SHEATHING MUST BE FASTENED ON EACH SIDE OF THE TRUSS WITH 8Ci COMMON CHORD AND INNER VERTICAL AT OR GUN NAILS OR 16 GAGE POWER—DRIVEN STAPLES (2' LEG, 1/2' CROWN) IN ACCORDANCE WITH THE TABLE BELOW AND ARE TO BE SPACED EVENLY, TRIMMABLE END MUST BE AT LEAST 1.5X4. 3) NUMBER DF NAILS BASED ON 26' SPAN, 9) PERIMETER BANDS; BLOCKING, AND AILS REQUIREII PER FACE IN CONNECTIONS ARE TO BE DESIGNED BY CHORDS VERTICALS BUILDING DESIGNER, et, ea 160094' ea ed I69age 10) MAX LOADING IS 110 PLF, COMMON GUN STAPLE COt1MO" GUN STAPLE SP 10 13 17 9 12 15 DF It 13 17 9 12 15 HF 11 14 19 10 13 17 SPF 11 14 9 10 13 17 REV 5/13/97 p N p C�T N Cl --VARNING-r tRUSSES RCOUIRE EXTREME CARE IN 14ANDLI46. SAPPING, INSTALL1116 AND BRACING. TC LL 40 PS REF TRIMMAHLE CtJDS REFER i0 MID-91 01ANDI IMG INSIALLING AND BRACING), PURI ISICD BY IPI (?ROSS PLAIC 4E — INSTIlUYE. 50) D'UNWRIO OR, Slr11E 200. MADISON, WI 53719),(DR SAfEYY PRAC1)CLS PRIOR Edi;�IU T'[RfIMMiNG Trf£SC FlrttCil[NJS tNM.CSS OINCRViSE INWCaTCD. IUP {rNORD Strati NAVE PRt1PCRtY .II A TC DL 10 f Sf DATe I AWED SIRUCTURAI PANELS AND DOTIUM CtHIRD SHALL $$AVE A PROPERLY ATTACIND RIGID CCILItK,YIIMPURIANte, FURNIiN A COPY Of 1H1S DESIGN fU WE 114SIALLAIION (0141RACTUR AtPINL DC 11L 5 PSC DRWG RD293903t-1 C=t c7.Y CIJGUEERCD PRODUCTS. INC. SJfALL NUT BE RESPEaSIBLE FUR ANY DEVIAIIIN1 IPEN TINS DES16NI �' ? mZANY FAILIfRE 1U BUILD THE TRUSSES IN CONFORMANCE VIII) IPIt OR UANDIANG, SHIPPING.ALPINSTALLING AND FACING EBF TRUSSES. DESIGN C{RFOPHS V1EM APPLICABLE PROVISIONS IN IJOS $C LL 0 P$F DLSfENG $JP UNAtONNAL DESIGN SPECIFICAIIENN PUSLIStfED BY IOL AMERICAft FURESI AND PAPER ASSUCIAIII.R. �p ! ��AND IPI. ALPINE COUNECIORS ARC MADE OF RIGA AS1M A653 GR37 GALV SIEEL, EXCEPT AS NUIED. STf?T.LD. 55 PSF �T/A �,[T�. TRUQ APPLY CONNECTORS TO EACH FACE fH IRUSS AND, UNLESS OIt1ERVISE EOCATED ON THIS DESIGN, t� POSITION CONNECTORS PER DRAWINGS 130, 150 AND 160 A-F.AN ENGINEER'S SEAL ON IRIS = DUR.FAC. i.00 o DRAWING APPLIES [MAY 10 WE DESIGN Of 111E TRUSS DEPICTED 111RE AND SHALL flat BE RELIED E — t1POt1 IN altY attxR var. SPACING 24,0` TYPE TRIMMABLE.ENDS Strap Hangers ers S H p HEADER PROD. WIDTH HHGT DEEM HeGT ALLOWABLE miGHTT TOP MAILS FACE NAILS JOIST FLOOR SNOW ROOF ROOF UPt]Ft UPLIFT. NQ GA. W H D h 000 NO. SM NQ WE NO. SIZE 1.00 1.15 1.25 133 1.33 1.80 SH29 18 1-6/8 9.7/8 2118 5.14 5.12 4 Ind 6 10d 6 10*1-12 1850 1850 1850 1850 750 750 7-1/4 4 10d 8 10d .6 1061-1/2 2250 2250 2250 2250 500 500 10 plus 0 --- 18 10d 6 10dxl-12 1790 2060 2250 22% 750 750 SH214 18 1-5/8 131/4 2.1/8 5.1/4 5.12 4 10d 6 10d 5 110dxt-12 1850 1850 1850 1850 750 750 i 7-1/4 4 10d 6 10d 5 10dx1-12 2250 2250 2250 2250 500 500 13.1/4 pilin 0 --- 16 10d 6 10dxl-12 1790 2060 2250 22550 750 750 SH217 18 1-5/8 17-12 21/8 63/4 9.1/4 4 10d 8 10d 6 10dx1-12 2250 2250 2250 2750 750 750 11-1/4 2 10d 10 10d 6 10dxt-12 2200 2200 2200 ?200 750 750 17-1/2 plus 0 --- 18 10d 6 10dxl-12 2015 2250 2250 2250 750 750 SH218 18 13/4 17-1/2 2118 83/4 9-1/4 4 10d 8 10d 6 10dx1-12 2250 2250 2250 2250 750 750 11-1/4 2 10d 10 10d 6 10dx1-12 2200 2200 2200 2200 750 750 SH322ML /8 2-5/16 22 21/8 83/4 9.1/4 4 10d 4 10d 6 10dx1-12 2250 2250 2250 2250 750 750 10 2 10d 10 _ 10d 6 10dxl-12 2200 2200 2200 2200 750 750 22 plus 0 --- 20 10d 6 10dx1-12 2200 2200 2200 2200 750 750 SH322 18 2-5/8 22 2.1/8 83/4 9.1/4 4 -10d 4 10d 6 10dxl-12 2250 2750 2250 2250 750 750 10 `2 10d 10 10d 6 I0dxt-12 2200 2200 2200 2200 750 750 2 Z!00 ZWO 22()0 2200 750 7.40 SH2222 16 3-1/8 22 21/8 8.3/4 9.14 2 1 2 4 16d 16d 5 16di2050 2050 2050 20.50 0 0 12 2 16d 12 16d 5 16d 3040 3040 3040 3040 0 0 22 plus 0 --- 22 16d 5 16d 2970 4040 3040 3040 0 0 SH418 16 3-9/16 18 2-1/8 83/4 9.1/4 4 16d 2 16d 5 16d 2050 2050 2050 2050 0 0 12 2 16d 12 16d 5 16d 3040 3040 3040 3040 0 0 18 plus 0 --- 18 16d 5 16d 2430 2795 3040 3040 0 0 SH422 16 3-9/16 22 21/8 8314 9-1/4 4 '16d 2 16d 5 16d 2050_2050 --2050 2050 0 0 12 2 16d 12 16d 5 16d 3040 3040 3040 3040 0 0 SH2420 14 7.1/4 20 2.1/8 9 9.1/4 4 16d 10 16d 6 16d 4570 4770 4905 4805 0 0 11-1/4 4 16d 14 16d 8 16d 5250 5250 5750 5250 0 0 20 plus 0 --- 24 16d 8 16d 3420 3725 4050 4050 0 0 NOTES: 1.A lod x 1-12 nail is 0.148 inch in diameter and 1-1/2 inches long.10d and 16d nails are common wire nails. 2-Hanger values are based on 565 psi compression perpendicular to the grain and nag vegns for Dcugias Fir-Larch(G-050) 3-Adjust tabular values for wood species other than Southam Pine and Douglas Fir-larch,in accordance with#0'91 NDS- 4.The heights shown permit the required number at nails for the design load 1•eted.For installation rdhere one strap cannot be formed over the top. the design load is!•united to the design load of a face nailed hanger. i.e.no top nails. 5-Truss to thus appiicatiorh assumes open web girder and the maximum height shown pen nis sufficient strap length to field bend and install top nags. 6-Truss to beam appikaton assumes a solid.nailable surface sufficient for the face nails and top rags required. 7-All nails must be installed to achieve the design loads shown. S.Code Compliance: NER#h464 PRODUCT FEATURES •Multi-purpose truss hanger bends to fit a variety of configurations including overhang and facemount applications. •Wider header flanges for easier nailing using standard nails. •14 to 18 gauge galvanized steel Ak tae4Wkw No gavuionMoCtllaaforhx ASTM A653 ProdtK2 NNW a W-3314 N=43ltsi Strap Hangers lfhctewc 18,16 and 14 Ga. Pmduct No.. �(� ASTM 653.G40 S HANe 6nar97 �r On the internet: www.alpeng.cotn 31 (144-KEN MASSEY'S - F1 SYS42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG 657,275 OR 657,2758 FOR GABLE DETAILS. SPECIAL LOADS ------ (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 348 PLF at 0.12 to 348 PLF at 5.96 BC From 10 PLF at 0.00 to 10 PLF at 5.96 2.5X4 = 1.5X3(R) = 2.5X4 - T0 1 1 0-5 I 9-1-2 2X4 III 2.5X4 = 2.5X4 = 2X4 III �--5-11-8 Over Continuous Support R=351 PLF W=5-11-8 Note: All Plates Are 1.5X3 Except As Shown. PLT TYP. Alpine TPI-95 Design Criteria: TPI STD 18.2E8 FL/3/1/-/E/-/- Scale =.375" Ft. **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R235--79421 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTI TOTE, 583 D'ON OFR IO Oft., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 P S F DATE 10/23/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 P S F D R W HCUSR235 98296256 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS OF SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN BC LL 0.0 PSF HC-ENG FLA/WMR SPLCIFICA7ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ll��w „7� CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.LD. 55.0 P S F S E A N - 93441 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Oct 26 913 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING O U R.FAC. 1.00 F R 0 M R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TH€ 8UILDING DESIGNER. PER SPACING A C I N G 2 4.0 n ANSI/TPI 1-1995 SECTION 2. J 1 L (1.44-KEN MASSEY'S - F2 SYS42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 H = RECOMMENDED CONNECTION BASED ON MANUFACTURERS CAPACITIES. BOT CHORD 4x2 SP #2 CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTION THAN WEBS 4x2 SP #3 INDICATED. CONNECTION REQUIRES APPROVAL OF BUILDING DESIGNER. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 15" Typ. 2 X 4 III 1.5X3(R) _ 2.5X4 = 3X5= 2 X 4 III _ 3X3= 1-0-8 V/1 1�//� 1T 0 2.5X4 = 1.5X3 III 2.5X4 = 3X4= 3X3= —5-11-8 Over 2 Supports--� R=328 H=Alpine SH422 w/ (9)10d_COMMON_NAILS in Truss R=315 W=3.5" w/ (2)16d_FACE+(4)10d_TOP_COMMON_NAILS in Girder Girder is (1)2X4 min. So.Pine PLT TYP. Alpine TPI-95 Design Criteria: TPI STD 18.2e8 FL/3/1/-/E/-/- Scale =.375" Ft. "WARNING" ES (HANDLINGEINSTALILLING ANU 8RACING)HANPUBNISHED BYPTPI IN(TRUSSjPG TED TC LL 40.0 PSF REF R235--79424 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC OL 10.0 PSF DATE 10/23/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 P S F D R W HCUSR235 98296257 PRODUCTS, INC. SHALL NOT BE RESPONSI8LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND / ALPINE BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN I/ BC LL 0.0 PSF HC-ENG FLA/WMR SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 G4 GALV. STEEL. EXCEPT AS NOTED, APPLY CONNECTORS TO T 0 T.LD 55.0 P S F S E O N - 93444 EACH FACE OF TRUSS, AND ONEE5S OTHERWISE LOCTEO ON THIS DESIGN, POSITION CONNECTORS PER Oct 26 ' DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.00 FR0M R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,1•l, 33844 ANSA ENT1FOOR ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" (144 KEN MASSEY'S - F3 SYS42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. j� 7-8-0 J, 24"—1 7-8-0 —� 15" Typ. 1.5X3 III 04= 2X4111 2X4111 4X43X5 = = 2,5X4 = 4X4= 1.5X3 III 2.5X4 = 3X5= 4X4= 1.5X3(R) 1-4-0 T 1-0-8 1-4-0 9-1-2 4X4= 3X5= 2.5X4 = 4X4- 4X4- 2,5X4 = 3X5= 4X4= 3X4= 3X4= LE 17-4-0 Over 2 Supports R=953 W=3" R=941 W=3" PLT TYP. Alpine TPI-95 Design Criteria: TPI STD 18.2e$ _ FL/3/1/-/E/-/- Scale =.375" Ft. 'WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND C� xBRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 40.0 P S F R E F R235--79425 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 P S F DATE 10/23/98 STRUTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p "IMP ORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I B C D L 5.0 P S F D R W HCUSR235 9$29(25$ PRODUCT S, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND GL�`� BC LL 0.0 P S F HC-ENG FLA/WMR ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t i CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 55.0 P S F SEAN - 93450 EACH FACE OF TRUSS,. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Oct 26 '98. DRAWINGS 160 A 2, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D D R,FAC. 1 .00 F R 0 M R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS I'1.Ei.n ly,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANS I/TP1 11995 SE CTIOw 2. SPACING 24.0" (1,44-KEN MASSEY'S - F4 SYS42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #1 Dense :B2 4x2 SP #2: WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.00 to 100 PLF at 17.21 BC From 10 PLF at 0.00 to 10 PLF at 17.33 TC 627 LB Conc. Load at 3.69 j� 7-8-0 '1 24" 1 7-8-0 15" Typ. 4X4= 2X4111 2X4111 5X4= 4X8= 2X4111 2.5X4 = 2.5X4 = 1.5X3 III 3X4= 4X5= 5X4= 1.5X3(R) T 1 4-0 B2 1-0-8 1-4-0 +9-1-2 5X4= 4X12= 3X4=_ 4X4- 2X5111 5X4= 5X4= 3X3= 4X5= 5X4= 4X4- 3X4= 17-4-0 Over 2 Supports R=1453 W=3" R=1069 W=3" PLT TYP. Alpine TPI-95 Design Criteria: TPISID) 18.208 FL/3/1/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AN) 111 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE, 1 TC LL 40.0 P S F R E F R235--79427 INSTI TOTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR T0, PERE 0RMI NG THESE FUNCTIONS. ONLE SS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACOED' TC DL 10.0 P S F DATE 10/23/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMPORTANT_ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEE!;ED I BC DL 5.0 PSF DRW HCUSR235 98296259 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA IL ORE TG ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F HC-ENG F L A/WM R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE i CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 55.0 P S F S E O N - 93458 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Oct 26 X98 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING O U R.FAC. 1.00 FR0M R C T Alpine Engineered Products,Inc. RESPONSIBILITY SUL ELY FOR THE TRUSS COMPONENt DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ITameS Cil},FI 33$44 ANSI ONE I TI FOR R 95 NY TR ON CZ L AR BUIL0I NG IS THE ftESPONSIB ILITY OF THE BUILDING DESIGNER, PER S PACING 24.0" (1.44-KEN MASSEY'S - F5 SYS42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 Dense + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.00 to 100 PLF at 17.21 RC From 10 PLF at 0.00 to 10 PLF at 17.33 TC 421 LB Conc. Load at 3.69 TC 421 LB Conc. Load at 7.06 L 7-8-0 + 24" 7-8-0 _I 15" Typ. 4X4= 5X4= 2X4111 2X4111 6X4= 5X8= 2X4111 3X4= 2,5X4 = 1.5X3 III 3X7= 4X5= 5X4= 1.5X3(R) T4-0 T 1 + 1 0-8 1 4 0 9-1-2 6X6= 3X3= 6X12- 5X4= 2X5111 6X4= 5X5= 3X4= 4X5= 5X4= 4X4- 5X4= 3X5= (E 17-4-0 Over 2 Supports R=1539 W=3" R=1197 W=3" PLT TYP. Alpine TPI-95 Design Criteria: TPI STD 18.2(-,8 —r- FL '3 li F Scale —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND I T L'L L 4 .'J P S F R E F R235--79429 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE S INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO J( T(, DL 10.0 PSF DATE 10/23/98 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. / ;1 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C V i, 5.0 P S F D R W HCUSR235 98296260 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION Fft OM THIS DESIGN; ANY FAILURE TO !1 BUITD THE TRUSSES IN COTHI DESIGN NI TH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F HC-ENG F L A/W M R 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN __ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE y T C CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO l 1O1 �.L D. J 5.0 P S F S E Q N - 9 3 467 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER iiBt ?6 '98 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R,FAC. 1.00 FROM R C T Alpine Engineered Products,Inc. RES PONSIBILITY SOLELY FOR THETRUSS COME ONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS TTamES City,FL 33844 ANS17TENT 1FOR99ANSECTRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 0 P A C I (1.44-KEN MASSEY'S - F6 SYS42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 Dense SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 1320 PLF at 0.00 to 1320 PLF at 17.21 BC From 10 PLF at 0.00 to 10 PLF at 17.33 SEE DWG 657,275 OR 657,275B FOR GABLE DETAILS. 5 X 5 III 5X5 III 5X5 III 5X5 III 5X5 III 5X5 III 2.5X4 3X4= 5X5111 5X5111 5X5111 5X5111 5X5111 5X5111 1 4 0 1.5X3(R) T 1-0-8 1-4-0 9-1-2 2X4111 6X4= 3X5111 3X5111 3X5111 3X5111 6X4= 2X4111 3X5 III 3X5 III 3X5 III 3X5 III 3X5 III 3 X 5 III LE 17-4-0 Over Continuous Support R=1320 PLF W=17-4-0 PLT TYP. Alpine TPI-95 Design Criteria: TPI STD _ 18.2es FL/3/1/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R235--79439 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONGERI0 DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 P S F DATE 10/23/98 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI6ID CEILING. 'IMPORTANT*• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I B C D L 5.0 P S F D R W HCUSR235 98296270 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND i/11V B C L L 0.0 P S F HC-ENG F L A/WM R A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN VV YY SPECIFICATION PUBLISHED BY THE AMEft ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 55.0 PSF S E Q N - 93476 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OCL 26 '98 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC, 1.00 F R 0 M R C T RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Alpine Engineered Products,Inc. Haines City,Ft. 33844 ANSI/TPI 1195SECTIOO COMPONENT FOR N PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER SPACING 2 4.0" (L44-KEN MASSEY'S - F7 SYS42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 H = RECOMMENDED CONNECTION BASED ON MANUFACTURERS CAPACITIES. BOT CHORD 4x2 SP #2 CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTION THAN WEBS 4x2 SP #3 INDICATED. CONNECTION REQUIRES APPROVAL OF BUILDING DESIGNER. GIRDER SUPPORTS: 13-06-00 SPAN TO TC ONE FACE DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. AND 02-00-00 SPAN TO TC/BC SPLIT OPPOSITE FACE. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 15" Typ. 2X4 III 2X4111 2.5X4= T 1-4-0 1-4-0 +9-1-2 2.5X4 = Y 2.5X4 =- 3-0-0 3-0-0 Over 2 Supports R=627 H=Alpine SH422 R=627 W=3.5" w/ (9)10d_COMMON_NAILS in Truss w/ (2)16d_FACE+(4)10d_TOP_COMMON_NAILS in Girder Girder is (1)2X4 min. So.Pine PLT TYP. Alpine TPI-95 Design Criteria: TPI (STD) 18.Z�,8 _FL 3 1 E Scale **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND r(, L L 40.O P S F R E F R235--79430 BRACING. REFER T? IB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUTE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERIISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED I C DL 10.0 PSF DATE 10/23/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p *`IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5.0 P S F D R W HCUSR235 98296261 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OF SIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESIGN B C L L O.O P S F HC-ENG F L A/W M R SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 55.0 PSF S E Q N - 93453 EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Oct 26 '98 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.00 FR0M R C T Alpine Engineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33844 COMP OT EE NTIFOR995SE NCTIONCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" (1.44-KEN MASSEY'S - F8 SYS42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 GIRDER SUPPORTS: 06-00-00 SPAN TO TC ONE FACE BOT CHORD 4x2 SP #2 AND 02-00-00 SPAN TO TC/BC SPLIT OPPOSITE FACE. WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 15" Typ. 2X4 III 2.5X4 =— 2.5X4 1-4-0 1-40 +9-1-2 2.5X4 2.5X4= 1.5X3 III �3-11-0 Over 2 Supports R=443 W=3.5" R=387 W=3.5" PLT TYP. Alpine TPI-95 Design Criteria: TPI STD +18.2e8 FL/3/1/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R235--79432 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 0'ON OF RIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE OF UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 P S F DATE 10/23/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED / D C D L 5.0 P S F D R W HCUSR235 98296262 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY TAILOR TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F HC-ENG F L A/WM R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN V Y999 SPECIFICATION PUBLISHED BY THE AM Eft ICA N FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 CALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 5 5.0 P S F S E Q N - 93473 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Oct 26 '9fS DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.00 F ROM R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS P Maine City,ed 33844 COMPONENT FOR ANY PARTICULAR BUT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.0" ANSI/TPI 1 1995 SECTION 2. (144-KEN MASSEY'S - F9 SYS42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 4x2 SP #2 + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 H = RECOMMENDED CONNECTION BASED ON MANUFACTURERS CAPACITIES. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTION THAN INDICATED. CONNECTION REQUIRES APPROVAL OF BUILDING DESIGNER, DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. �----3-9-8--+ 24" + 7-8-0 J 15" Typ. I '+ 4X4= 2 X 4 III 2X4111 3X3= 3X5= 1.5X3111 1.5X3111 2.5X4 = 3X4= 4X4= 1-4-0 + 1.5X3(R) I 1-0-8 �L 9-1-2 2.5X4= 3X4= 4X4- 2.5X4 = 3X4- 4X4- 3X3= 2.5X4 =740 H=Alpine SH422 13-5-8 Over 2 Supports J w/ (9)IOd_COMMON_NAILS in Truss R=728 W=3" w/ (2)16d_FACE+(4)10d_TOP_COMMON_NAILS in Girder Girder is (1)2X4 min. So.Pine + PLT TYP. Alpine TPI-95 Design Criteria: TPI STD 1.5.208 ` FL/3/1/-/E Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.Q P S F R E F R235--79434 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _ INSTITUTE, 583 D'ON OFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED / T C D L 10.0 P S F DATE 10/23/98 STRUCTURAL PANELS, BOTTOM CHERB SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. /j p *IMPORTANT** FURNISH A CDPY DF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5.0 P S F O R W HCUSR235 98296263 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO / p BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND /� B C L L 0.0 P S F HC-ENG F L A/WMR ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATION AI DESIGN YYY SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GAL Y. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 5 5.0 P S F S E Q N - 93461 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Oct 2.6 '93 fl ORNW14GS 160 All. THE SEAL 0% THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1 00 0 F ROM R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.0" Y ANSI/TPI 1-1995 SECTION 2. (L44-KEN MASSEY'S - F10 SYS42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 H = RECOMMENDED CONNECTION BASED ON MANUFACTURERS CAPACITIES. BOT CHORD 4x2 SP #2 CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTION THAN WEBS 4x2 SP #3 INDICATED. CONNECTION REQUIRES APPROVAL OF BUILDING DESIGNER. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1, �-1-9-4s -24" -1 9-4s 2 X 4 III 2 X 4 III 3X3= 3X3= 3X3- 3X3= 1.5X3(R) 1-0-8 VH 1 4-0 NA 9-1-2 1.5X3 III 1.5X3 III 2.5X4 = 2.5X4 = 3X3= 3X3= �-5-6-8 Over 2 Supports R=292 W=3.5" R=305 H=Alpine SH422 w/ (9)10d_COMMON_NAILS in Truss w/ (2)16d_FACE+(4)10d_TOP_COMMON_NAILS in Girder Girder is (1)2X4 min. So.Pine PLT TYP. Alpine TPI-95 Design Criteria: TPI STD _ 18.`>_EB : FL/3/1/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 40.0 P S F R E F R235--79436 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'0NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SN ALL HAVE PROPERLY ATTACHED - TC DL 10.0 P S F DATE 10/23/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED / �. BC DL 5.0 P S F D R W HCUSR235 9$296264 PRODUCTS, INC. SHALL NOT BE RESP NS ISLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL ORE TO /J f BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.() P S F H C-ENG FLA/WMR ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 5 5.0 P S F S E Q N - 93470 EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OCL ZFj '9$ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INOICATESACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.00 F ROM R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS P Haines Ci FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILOT G DESIGNER, PER SPACING 2 4.0 City, ANSI/TPI 1-1995 SECTION 2. (144-KEN MASSEY'S - All DTC GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 :T1, T7 2x4 SP #2: 110 MPH WIND, 23.87 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. SEE DWGS S11030E & GAB98117 FOR ADDITIONAL REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TRUSSES TO BE SPACED AT 16.0" OC MAXIMUM. TC From 138 PLF at 0.00 to 138 PLF at 60.00 BC From 13 PLF at 0.00 to 13 PLF at 60.00 WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 6X7; 6X7 5X6 5X6 6 6 4X10 Th;�L X6 III 3X6 111T1 0-6-61�=8=® 4X10= 4X6= 4X6= 4X10= 1-0-0 1-0-0 20-7-13 _I_ 18-8-6 _I_ 20-7-13 I IE 60-0-0 Over Continuous Support U=120 PLF W=60-0-0 Note: All Plates Are 1.5X4 Except As Shown. PLT TYP. Alpine TPI-95 Design Criteria: TPI STD 18.?e8 _ FL/3/1/-/E/-/- Scale =.125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R235--7 94 4 7 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'0NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO - PERFORMING THESE FONCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED - TC DL 7.0 P S F DATE 10/23/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. J p *IMPORTANT** FURNISH A CDPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ( B C OL 1 P S F D R W HCUSR235 98296272 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND //�^f, BC LL 0.0 PSF HC-ENG FLA/WMR A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN tWN�� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 37.0 P S F S E Q N - 93511 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Oct CF. 'y8 '1 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FR0M R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS P HainessCity,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 1 6.0 ANSI/TPI 1-1995 SECTION 2. (144-KEN MASSEY'S - Al2 Attic) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 110 MPH WIND, 23.87 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 :B3 2x12 SP #2 N: ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.18" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD. (A) 1X4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 4" OC. (B) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 4" OC. TRUSSES TO BE SPACED AT 16.0" OC MAXIMUM. COLLAR-TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. BC ATTIC ROOM LOADING: LL = 40.00 PSF; DL = 10.00 PSF. OR PROPERLY ATTACHED RIGID CEILING. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 1.5X4111 3X4= 3X4= 3X4= 6X10= = 6X10= 4X6= 3X43X4= 3X4= 5 X 6 3 X 4 1.5X4 i 3X4 1.5X4 O� 5X6 6 6 r A) (A B) 8-1-14 72 (A 14-0-0 18-7-0 4X10(B1) = 5X7= 8X12= B3 5X14(R) III 5X7= 4X10(B1) _ 5X14(R) III 8X12 1-0-0 1-0-0 20-0-0 I 20-0-0 I 20-0-0 J 60-0-0 Over 2 Supports J R=2185 W=3.5" U=1560 R=2185 W=3.5" U=1560 PLT TYP. Alpine TPI-95 Design Criteria: TPI STD 18.2e8 FL/3/1/-/E/-/- Scale =.125" Ft. **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T+ TC LL 20.0 P S F R E F R235--79452 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'0NOFR10 DR., SO[TE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED - TC DL 7.0 P S F DATE 10/23/98 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 P S F D R W HCUSR235 98296265 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L O.0 P S F H C-ENG FLA/WMR ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TD TOT.L D. 3 7.0 P S F S E O N - 93544 EACH FACE OE TRUSS, AND UNLESS GTH RWlSE LOCATED ON THIS OE SI GN, POSITION CONNECTORS PER Oct 26 '98 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM R C T Al ine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS P Hain City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TME BUILDING DESIGNER, PER SPACING ANSI/TPI 1-1995 SECTION 2. (144-KEN MASSEY'S - Al2A Attic Girder (4-PLY)) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 4 Complete Trusses Required BOT CHORD 2x12 SP #2 N :B3 2x4 SP #2: WEBS 2x4 SP #3 NAILING SCHEDULE: (12d-box-nails) SPECIAL LOADS TOP CHORD: 1 ROW @ 10" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) BUT CHORD: I ROW @ 9" o.c. TC From 36 PLF at -1.00 to 36 PLF at 0.00 WEBS : 1 ROW @ 4" o.c. TC From 129 PLF at 0.00 to 129 PLF at 42.88 REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING TC From 129 PLF at 42.88 to 206 PEE at 54.00 BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. TC From 129 PLF at 54.00 to 129 PLF at 60.00 IN ADDITION APPLY (1) 1/2" BOLT AT EACH JOINT LOCATION. TC From 36 PLF at 60.00 to 36 PLF at 61.00 PL From 13 PLF at 23.00 to 13 PLF at 37.00 110 MPH WIND, 23.87 FT MEAN NGT, SBC, BC From 3 PEE at -1.00 to 3 PEE at 0.00 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, BC From 13 PEE at 0.00 to 13 PLF at 23.D0 WIND TC DL = 5.0 PSE, WIND BC DL = 5.0 PSF. BC From 151 PLF at 23.00 to 151 PLF at 54.00 BC From 13 PEE at 54.00 to 13 PLF at 60.00 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BC From 3 PEE at 60.00 to 3 PLF at 61.00 PL From 67 PEE at 23.00 to 67 PLF at 37.00 (FLOOR) DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BC 109 LB Conc. Load at 23.00 BC 109 LB Conc. Load at 37.00 WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, COLLAR-TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE OR PROPERLY ATTACHED RIGID CEILING. BELOW. TRUSSES TO BE SPACED AT 16.0" OC MAXIMUM. 3X4= 4X8_ 3X4= 3X4= 6X7- 3X4= 1.5X4 III 3X4= 6X7= 5 X 6 3 X 4 .5X4 0� 83 3X4 1 3X4= 5 X 6 8-1-14 9 1-2 1 .5X4 ii 14-0-1) IV- _ffl__ A.1a-7-o rl 5X7(A1) = 3X4- 3X7= 10X10 = 3XI4(R) III 1OX10 = 5X7(Al) R=6572 W=3.5" U=4740 IOXIO = 3X14(R) III 3X7= 3X4 R=8089 W=3.5" U=5820 1-0-0 1-0-0 { 20-0-0 I 20-0-0 I 20-0-0 I 60-0-0 Over 2 Supports �- J PLT TYP, Alpine TPI-95 Design Criteria: TPI STD Is.aCA FL/3/1/-/E/-/- Scale =.125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 2 3 5--7 9 4 5 8 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INST I TOTE, 583 D'ONOFRIO DR., SO TE 2DO. MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 10/23/98 SIR OC TUBAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C DL 10.0 P S F D R W HCUSR235 98296266 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR EADR ICATING, HANDLING, SHIPPING, INSTALLING AND -� [� ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN j BC LL 0.0 PSF NC ENG FLA/WMR SPECIFICATION PUBLISHED BY THE AM Eft ICAN FOREST ANO PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 37.0 P S F S E A N - 93548 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Oct 168 DRAWINGS 16D A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D D R,FAC. 1 .25 F R 0 M R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS p $aing City,Fl, 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S PACING 1 6. " ANSI/TPI 1-1995 SECTION 2. (144-KEN MASSEY'S - A13 GE Fire Wall) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 110 MPH WIND, 23.87 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. SEE DWGS S11030E & GAB98117 FOR ADDITIONAL REQUIREMENTS. (A) 1X4 "L" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 4" OC. TRUSSES TO BE SPACED AT 16.0" OC MAXIMUM. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 6V; 6X7 5 X 6 5 X 6 18 7 0 4X5(A2) = 6X7= 6X7= 4X5(A2) 1-0-0 1-0-0 20-0-0 I 20-0-0 I 20-0-0 J 60-0-0 Over Continuous Support — J U=120 PLF W=60-0-0 Note: All Plates Are 1.5X4 Except As Shown. PLT TYP. Alpine TPI-95 Design Criteria: TPI STD _ 182?- FL 3 1 E Scale =.125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R235--79467 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI0 OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TDP CHORD SHALL HAVE PROPERLY ATTACHED / TC DL 7.0 P S F DATE 10/23/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED D C DL 10.0 P S F D R W HCUSR235 98296267 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ) BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND / �M� B C L L 0.O P S F H C-ENG FLA/WMR ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMEft ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 3 7.0 P S F S E Q N - 93520 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OC t 25 '98 DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING O U R.FAC. 1,2 5 FROM R C T Alpine Engineered Products,Ine. RESPONSIBILITY SOLELY EOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS P HaiuesCi FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OE SIGNER, PER SPACING 1 6.O" �'• ANSI/TPI 1-1995 SECTION 2. (L44v-KEN MASSEY'S - P14 Piggy) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 110 MPH WIND, 20.92 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. SEE DWGS S11030E & GAB98117 FOR ADDITIONAL REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TRUSSES TO BE SPACED AT 16.0" OC MAXIMUM. TC From 138 PLF at 0.00 to 138 PLF at 18.70 BC From 13 PLF at 0.00 to 13 PLF at 18.70 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. REFER TO DRAWING 634,016 FOR PIGGYBACK DETAILS. 1 .. 4X4= 6 F-- —16 2X4(A1) = 2X4(Al) 0-10-13 J 8-5-6 0-10-13 8-5-6 I 8-5-6 J 18-8-6 Over 3 Supports j Note: All Plates Are 1.5X3 Except As Shown. PLT TYP. Alpine TPI-95 Design Criteria: TPI STD 18 ;Op' FL/3/1/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R235--79472 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERF Oft MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ( TC DL 7.0 P S F DATE 10/23/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED //�j I D C DL 10.0 P S F D R W HCUSR235 98296268 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO { t f� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F HC-ENG F L A W M R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN "" f l SPECIFICATION PUBLISHED BY THE AMERICAN FOR AND PAPER AS AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TD TOT.L D. 3 7.0 P S F S E A N - 93529 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Oct Z( '98 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCEOOF PROFESSIONAL ENGINEERING D U R,FAC. 1,2 5 FROM R C T AI ine En ineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS P Haines City,17133844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 1 6.0" ANSI/TPI 1-1995 SECTION 2. (1.44-KEN MASSEY'S - P15 Piggy) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 110 MPH WIND, 21.08 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. SEE DWGS S11030E & GAB98117 FOR ADDITIONAL REQUIREMENTS. TRUSSES TO BE SPACED AT 16.0" OC MAXIMUM. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. REFER TO DRAWING 634,016 FOR PIGGYBACK DETAILS. 4X4= 6f 1.5X3 III 6 1.5X3 III 101 lot 2X4(A1) = 1.5X3 III 1.5X3111 1.5X3 III 2X4(Al) _ 0-10-139-1-3 -10-13g13 J 0-10-13 9-1-3 I_ 9-1-3 I 20-0-0 Over 3 Supports PLT TYP. Alpine TPI-95 Design Criteria: TPI STd 18�.`E+8 FL/3/1/-/E/-/- Scale =.375" Ft. `*WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R235--79475 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR R. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 7.0 PSF DATE 10/23/98 STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED ftIGIO CEILING. p _IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 8 C OL 10.0 P S F O R W HCUSR235 98296271 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESI GN; ANY FAILURE TO BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t I ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN �n r U C LL 0.0 P S F HC-ENG FLA/WMR SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOGI ATION) AND TPI. ALPINE CONNECTORS ARE MADE Uf 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.LD. 37.0 PSF SEQN - 93532 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D 1= �6 X98. DRAWINGS LED A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING - D U R.FAC. 1.25 FR0M R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1181II2S CiFL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S PACING 16.011 �> ANSI/TPI I-2995 SEL TION 2. Tertiftrate of Mrruvancu Mtg of Atlantic N=4 — Floribo Bepartment of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the `i various ordinances regulating building construction or use. For the following. Use Classification Single Family Residance Bldg.Permit No. 17451 Group W.fr73me Type Construction 8 8 Fire District Atlantic Beach Kenneth Masse P. 0. Box 50218 E Owner of Building Address] ding Address 12 Pi Street Locality At•lant•ir Reach. FT. ,3223 By: DON C. FORD Building Offici 1 Date: 12 :r POST IN A CONSPICUOUS PLACE c 't /Ct1ding ` /�� /3 -"f' Office of Official � -7 / �V REQUEST FSPE ION � 7"70Y Date ! ' —99 Permit No. _�� 7 Time 7 Received P.M. Job Address Locality Owner's •/ or BUI N CONCRETE PL MING MEC _1 L Framing ❑ Footing 1_1 Rough Wiring D ough ❑ Re Roofing F1 Slab ❑ Temp Pole F' Top Out E Heating Insulation ❑ Lintel L Final n Sewer 17 Fire Place I Pre Fab READY FOR INSPECTION M. on. Tues. Wed. Thurs. Friday P. I G1`- A.M. Inspection Made Inspector fit`i n cy Date - j BUILDING, PLANNING AND ZONING INSPECTION DEPART,HENT CITY OFATLANTIC BE,4CH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: " Building Permit Number: / U Address : / / `� - / 2 3 � Legal Description: S:27c`2Lc� Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE OTIFIED DATE APPROVED BY Fire s`f Pubiic Works 47 E-- y- -Y 'F J-E� Punning Building �5� (Urtifirate of (�rru tt�tr� Cfitu of Atlantic ileoc4 — foriba Department of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103,8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification single family attached Bldg.Permit No. 17450 Group W.frame Type Construction _Sfa Fire District Atlantic Beach Owner of Building Kenneth Massey Address P. 0. Box 50218 40 Building Address 121 Pine, Street Locality Atlantic Beac FL'3 23 C By: DON Q. FORD Building Official Date: e POST IN A CONSPICUOUS PLACE t FLOODPLAIN DEVELOPMENT INFORMATION Location:: Lo` 66 1 Type of Development: P—6 Z Flood Zone: Required Lowest Floor Elevation: 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 of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable ovisioqwf Ordinance No. 25-7-11 and all other laws or ordinances affecting the propos velopm Date I() q— _Applicant's Signatur Af Department Use: Required Lowest Floor Elevation . As Built Lowest Floor Elevation 9, 3 Survey Filed with Building Department C Building Department Represent tive CITY OF S / -7 �/ 4&444'0 l�lea�li- lcvcic�a ' Office of Building Official 7 1/' Z REQUEST FOR INSPE ION6-' 7 7 Date Permit No. 7L/rS Time A.M. Received � � � M. ., W Job Address Locality Owner's Name � Contractor �v CONCRETE ELECT Cj —� � H NICA Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out 17 Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. c7 Wed. Thurs. Friday P.M. 7 A.M. Inspection Made Inspector s e Certificate of Date //CITY OF Office of Building Official 7 70 I REQUEST FOR INSPECTION � 7 7,�F3 7 / S Date � f � / Permit No. �' Time A.M. Received Pm. S `S Job Address Locality Owner's N Contr r BUIL G �ONCRETE ICAL PLUMBING❑ ting ❑ oug 'ring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. FGf�10 riday - __ A.M1 Inspection Made r Inspe r Final Ins � ertificate of Occu y x4r Date — CITY OF 300 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5300 F.a.Y(904)2.17--5805 NOTICE TO: Water Department FROM: Building Department DATE: L� 3 —C/ Please be advised that the final building inspection has been completed on each of the following addresses and ccnstruction water is no longe._ needed: Permit Number Address •/a r Sincerely, t Building Department PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY _"" WEST DUVAL STREET T ACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL AL _MSPE U .'ION t E i HAVE _,..,EN MALE ANU ARE SATISFACTORY : /773 ----------------,------------------- ------------------- ------ -------------------------------------------------- ------ --------------------------- ----------------------- SINCERELY, - !BUILDING INSPECTION DIVISION cc : FILE CITY OF > ?crutcc Fe4d - ��a�,cda 300 5EMINOLE ROAD ATLANTIC BEACH. FLORIDA 32233-5445 TELEPHONE(904) 247-Roo FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE Please be advised that the final building inspection has been completed on each of the follow-!.ng addresses and construction water is no loncer needed: Permit Number Address Sincerely, Building Department PROPERTY DESCRIPTION RECEIVED Lot # Block # Section # 43 _ Subdivision: 5&L_nfzV I� '�' 19 1998 Street Name DESCRIPWOj0-�tI 9?W BeaCh or Address: Building find Zoning (If in a FLOOD HAZARD Flood Zone: area complete page 3) Brief Description �1�y1.� i 0WA`iA0�� C Z Class of Work: (New Remodel/Addition. ZONING INFORMATION Type of Construction: WOO O'N Zoning Proposed '')) District: �� Use: PJJPG�tf Estimated Value $ Exceptions or Variances Materials: Wool> Granted: Solid or Filled Ground: 19(),- j'13 Roof: SriCLt- Method of Heating: /l1�Z_ -,d JAIrA-\ ( AP\P OWNER INFORMATION Property Owner: A Phone: 60�) 5'1-3 Qt S3 Mailing Address s 1t t`j- Zip: -2-ti CONTRACTOR INFORMATION f .` If— ( Cy Contractor: C0)N,5-7A) ,1�'.Lf C- I A`<.. Phone: of S Lc3 (fit Cd g Mailing Address: Co *. O`4-1, 'IFS Tic l 4 �-L -4 Zip: 73 2?-116 Expiration STATE LICENSE NO:C & - 60 5 -2 () 0a —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 OF A 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 ONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND S TING DAT E BEEN OR SHALL BE PROVIDED AS REQUIRED. 44 Owner Signature DATE Contractor Signature DATE /0 -/11 IF SWORNO ANS SUBSCRIBED BEFORZ ME BY !THIS 7 DAY OF 199K. G2iz� el- J •, L/ NOTARY PUBLIC MY COMMISSION N CC6M1 WKS August FAIN INSURANCE, 000 BONDED THRU TRO'!FAIN INSURANCE INC• R�� TRANSMITTAL DCCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No . Address / -7 7 SA 3 177S 7' �*roc:�seY:c�: : :tc� x:rsc��s:es :cc:�a �c geat�c. Please update your records accordingly. ' Than ou, LDING CITY OF ATLANTIC BEACH /vcb CITY OF 4&4a& BewA- Office of Building Official REQUEST FOR INS ECT ON - _ rZ, No. Date P rmit Time A.M. Received Job Address Locality Owner's Name Contractor �-- BUILDING CONCRE �- h `MF�HONIGA� Framing Footing ❑ Rough Wiring fir Cond. & Re Roofing ❑' Stab ❑ Temp Pole Top Out eating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab (� READY FOR INSPECTION Mon. Tues j Wed. Thurs. j�kl a A.M. Inspection Made PM. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date Coastal Atlantic Inc. P.O.Box 50218 )aAsonville Beach, FL 32240 April 15, 1999 Dear,Mr. George Worley, I was able to save a 17"pine tree as shown on the plan. I would like to omit one 4"tree. Sinc eneth A.Massey 1� �C�ITY OF l �� 4& 13�-99/x"1 Office of Building Official REQUEST FOR INSPECTION `S Date_� / Permit N � Time A.M. Received P.M. Job Address Locality Owner's {m Name Contractor BUILDING CONCRE E ELECTRICAL PLUMBING ECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M; Mon. Tues. Wed.1 Thurs. Friday ,/ A.M. Inspection Ma / PM. Inspector. r Final Inspection ❑ Certificate of Occupancy ❑ Date "All trees to remain must be barricaded 7 KE E F L j� N a minimum of 5 ft. from the trunk of each 111 \\\ t �,f`� tree. Barricades must ae CEFOR site clecring and ren min in place during ALL phases of construction." RDDITlO�'�!�! n�7nr�T R'= UIRED _. ,, i �r �ANY ! `Lt:� MOV D. FOR Wt k� 6, �►� 4" 1l..IV-P�WC� � RF Rk i O 6" M+c,►�oR1 j M=' kww t1N iK14�tt STT T,ee Removal Approved as Noted By —M Date j CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-6877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 17771 Address: 121 PINE STREET Permit Type: REMODELING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: DUPLEX Lot(s):682 Block: Section. 0 Square Feet: Subdivision: SALTAIR SECTION #3 Est. Value: Parcel Number: "Improv. Cost: 10,208.00 OWNER INFORMATION Date Issued: 2/09/1999 Name: KENNETH A. MASSEY Total Fees: 97.50 Address: P. O. BOX 50218 Amount Paid: 97.50 JACKSONVILLE BEACH, FL 32240 Date Paid: 2/08/1999 Phone: (904)543-0183 Work Desc: ADDENDUM TO BUILDING PERMIT ADDING LOFT CONTRACTORS APPLICATION FEES COASTAL ATLANTIC, INC. PERMIT 97.0 I � I I I i I II Inspgctions Required -- COVER UP FRAMING INSULATION FINAL BUILDING I f I NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION I, BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" � ' ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. t i I ATLANTIC BEACH UILDING D 1 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 i PERMIT INFORMATION LOCATION INFORMATION Permit Number: 17772 Address: 123 PINE STREET Permit Type: REMODELING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: DUPLEX Lot(s):682 Block: Section: 0 Square Feet: Subdivision: SALTAIR SECTION 3 Est. Value: Parcel Number: "Improv. Cost: 10,208.00 OWNER INFORMATION " l Date Issued: 2/09/1999 Name: KENNETH A. MASSEY Total Fees: 97.50 Address: P. O. BOX 50218 Amount Paid: 97.50 JACKSONVILLE BEACH, FL 32240 Date Paid: 2/08/1999 Phone: (904)543-0188 Work Desc: ADDENDUM TO BUILDING PERMIT ADDING LOFT CONTRACTORS APPLICATIONFEES' COASTAL ATLANTIC, INC. PERMIT 97.50 i Ins ections'Required: i COVER UP FRAMING INSULATION NAL BUILDING NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" i ! ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I I I ATLANTIC BEACH bUILDINGbE.PT. CITY OF ATLANTIC BEACH PERMIT CALCULATION SKEET Address �2/ �iNE ST_ /1- DaEN,fl u M /) Date 12 • 17 'c! 5 00 Heated Sauare Footage ;Z.3 Z @ $� • 40 per sq ft = 5 Garage/Shed CG $ per sq Carport/Porch is S _per sq f-t = S, Deck (a S per sa L - Patio ,� S. per sa rt = 00 TOTAL VALUA T I OP4 : S O11 Z Tct ', Valuation 1st $ /00C, Remaining Value per thousand or portion thereof TOTAL BUILDING FEE + 1,` = Filing Fee $ 22_Yu 1 Fireplaces @ $15 . 00 $ o BUILDING PERMIT FEE S WATER IMPACT FEE SEWER IMPACT FEE $ WATER METER/TAP S CAPITAL IMPROVEMENT S SEWER TAP S l ) RADON ( HRS) . 0050 r> SECTION H PAVING i i $ HYDRAULIC SHARES S CROSS CONNECTION $ ( ) SURCHARGE . 0050 S OTHER $ GRAND TOTAL DUE S � ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign_ Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : ST MlrtisF� ' - - - AKU APPROVED CITY :OF ATLANTIC BEACH BUDDING OFFICE FEB 0 91999 3ZGRq(s� � LFA So 5►� G t-L _ tC6-T TO r Lo P7- RECEIVED ko City of Atlantic Beach q,lr, Building and Zoning i F L 0 0 i 1 i 30 Dooms, S xf I a A l-lU RECEIVED red 1999 City of Atlantic Beach Building and Zoning 'OFIt An NSIC BERTH I dUcr IgDING OFF.- ��g p 91999 ! �ZvUALL� S�dRAL� � 4*So 5� t o5'i To Gt-c Loy-T i is ;j i 4 s c 3�Doo,Z Qp; ! 1 R ► CTNT UVATION. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 6 /' �� /� Date S cT 00 Heated Sauare Footage ;2 32@ a �Y ay ?Der sa t = O 0 Garage/Shed @ $ Per sq _ S Carport/Porch. _'a S--per as Deck Sa per Sa Patio (---Per Sa F� _ ov TOTAL VALUATION : 0Of Total Valuation 1st $ r� Remaininci Value S per thousand or portion thereot TOTAL BUILDING FEE $ + Filing Fee $ l Fireplaces @ $i5 . 00 S BUILDING PERMIT FEE S WATER IMPACT FEE $______� SEWER IMPACT FEE S WATER METER/TAP S CAPITAL IMPROVEMENT SEWER T3.P ;:> 1 RADON (HRS) . 005; S SECTION H PAVING i S HYDRAULIC SHARE: S CROSS CONNECTION S ( SURCHARGE . 0050 S OTHER $ Sz GRAND TOTAL DUE $ q7 ADDITIONAL PERMITS OR FEES : Mechanical Plurrbina Eiectric/New Electric/Temp ; SwimminaPool Septic Tank well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CI�'Y OF ATLANTIC BEACH, FLORIDA �. w,prowd Sar APPLICATION FOR ILECTRICAL P[R441T L TO THE CHIEF ELECTRICAL,INSPECTOk DATE; �� © 1Pq�j IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HLRESY AGREE TO PERF RM SAID WORK IN ACCORDANCE WITH THE ATTACH D PLANS AND SPECIFICATIONS, WHICH ARE A PART HERI OF, AND IN ACCORDANCE WITH TH L RICAL Rt ULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDIN14NCES. QAC Ft ELCE Am fill 144 MISATI � '�CTRIGAL FIRM: NAME_ 'al! AaoRL$$, c� ry RFq BLOO.size pOX �`� � s�TweEN: REE• X AFT. ( ? COMM. 1 J PUBLIC ( I tNDUS, f 1 NEW OLD ( ) AEW. i ) A00ITION ( ) TRAWER ( J TEMP, I ) SIGNS ( ) $0, FT. SERVICE: NIN-14 INCREASE ( ) REPAIR i J \ FEE CONDUCTOR fIZ _ AMS P M AwIlim 1XI8T.SERV. ItE A --------- ....._._' PM W OLT FEEDERS NNO. 512E NO AACEW O � SIZE NO, SIZE LIGHTING OUTLETS RECEPTACLES .. OPEN I TOTAL CONCEALED OPEN �o AMP& TOTAL SWITCHts INCANDESCENT — FLUORESCENT i M, V, ` FIXED APPLIANCCO AIR H. . RATING - _ $LLL TA SF, CONDITIONINGP.MOTOR H'P' AATINQ OTHER MOTORS AMP& EIL HE KW HEAT MOTORS" ....H.i�+. VOLTAGEOVER NO, L Ta G E �y�— Plii M+sccLLA u TRANSFORMERS: UNDER 600V. I V A V. 1.11 CI,'Y OF ATLANTIC BEACH, FLORIDA App aved Ov APPLKATION /OR ILICTRICAL 'ER441T --� L I TO THE CHIEF ELECTRICAL, INSPECTOR: OATS; !. `fir 1�� IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESC IBED IN THE FOLLOWING, WE HLREBY AGREE TO PERF RM SAID WORX IN ACCORDANCE ITH THE ATTACHf0 PLANS AND SPECIFICATIONS, WHICH ARE A PART HEP► OF, AND IN ACCORDANCE WIT T ELECTRICAL RE ULATIONS, CODES AND CITY Of ATLANTIC BEACH ORDIN/ CES. t R,t,di N c12' Cor-J I ICTRICAL FIRAM! It= JOURNEYMA M: - - Lm NAME_, ,. � ia3 - � AVDAENI Y1 C? SLOG.SIZE .,i10X,,,_�,, � / •iT'WtSN: OI.D A RES. D( 1 APT. C 1 COMM. 1 i PUBLIC{ } INDUS, ( 1 NEW } ( l (� new. 1 ) ADDITION { } TRA141A I ) Tamp, { ) sIpNS { I SO. FT. SERVICE; NEI* INCREASE { } AEPAIR { ) FEE ;2N1 UCTOR SIZ-..E.._- AMPS P M IWITCH OR BREAkfA �- ^ --- —" lXIBT, W 0 T RACEW FEEDERS NO. SIZE -----------�... NO. SIZE NO. -... _ SIZE LIGHTING OUTLETS _ CONCEALED _ OPEN I TOTAL REGEPIAGLES CONCEALED 41* AMP• OPEN TOTAL DWITCHCS ALI INCANDESCENT FLVOAE&CINT &M, V. 1'IACD o•P o AM ovcR --- ArPLIANC13 -- AIR H. • R .""..`.------.._,_ SELL TR 8F. CONDITIONING ATINQ H.P. AATING MOTOR_ OTHEA MOTORS AMPS EIL HE KW-HE T MOTORS H.P. +~ VOLTAGE PHS OVER NQ. I HIP. V LTAOE P lit MtS ILIA TRANSFQAMER$: _� UNDER $00 Vey CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-6826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 17781 Address: 121 PINE STREET Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: DUPLEX Lot(s):682 Block: Section: 0 Square Feet: Subdivision: SALTAIR SECTION #3 Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 2/10/1999 Name: KENNETH A. MASSEY Total Fees: 61.00 Address: P. O. BOX 50218 Amount Paid: 61.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 2/10/1999 Phone: (904)543-0183 Work Desc: INSTALL CENTRAL HEAT AND AIR CONTRACTORS: APPLICATIONFEES AIR SYSTEMS PERMIT 61.00 I I i I i i Ins ctionls Re aired ROUGH MECHANICAL FINAL II NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER i "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Lk" (61.88 14 Date: 2/1@/99 81 Receipt: M32627 j ATLANTIC BEACH BUILDIN -T. CHECKS 8341 88188883221888 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-6877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 17782 Address: 123 PINE STREET Permit Type: MECHANICAL ! ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: DUPLEX Lot(s):682 Block: Section: 0 Square Feet: Subdivision: SALTAIR SECTION 3 Est. Value: Parcel Number: "Improv. Cost: OWNER INFORMATION. Date Issued: 2/10/1999 Name: KENNETH A. MASSEY Total Fees: 61.00 Address: P. O. BOX 50218 Amount Paid: 61.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 2/10/1999 Phone: 904)543-0188 Work Desc: INSTALL CENTRAL HEAT AND AIR CONTRACTORS APPLICATION FEES AIR SYSTEMS PERMIT 61.00 I i i Inspections Required ROUGH MECHANICAL FINAL I � NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" i ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: 2/18/99 81 Receipt: 8832628 ATLANTIC BEA H BUIL NG DEPT. CIIECK5 8341 _ 88188883221888 i BUILDING AND ZONING INSPECTION DIVISION CITY CSF ATLANTIC BEACH AT'LANVC 119ACH, FL9Ft?0A 86233 APPLICATION FOR MECHANICAL PERMIT f Alt.fN NUMf�BR IMPORTANT -- Applicant to complefe al; items in sections I, 11, 111, and IV. LOCATION `►tre.t Address.,- L21 �_ p�y OF intersecting Slreeis: 8etwesn L1�1.�� . I/� . AnJ_... .�. %4//OF!t.!.. Z— BUILDING --T .err.r............,..w.w+�.r.•........�.w.w�.,w+.�.�.�..+.....rr..�..............rr�«.... 11, IDENTIFICATION --• To be completed by all applicant; . In consideration of pernrif q'ven for doing the work as dos.ribrd ir. the e4a2,a italtn•ns �-e hereby r^ ee to ,ct�rfa,rt, ►Bid work in ettc,dancs i with the eftacfwd pions end ips6ficoVVni wbi:h are o port he-do, and in accordar;co ,;rl, r};� �rChy of ,lacisc"nvifie ordinances and Nrnderdi of goad prat►ise Iilfed therein. Nam* of Ewleohanisol Contrerlors Csnfreeter (Print) r r Matter NlMeOf ��— Nm$Property Owner CAC057_553 0 N F . MEADE Stynetvrs of Owner Signelure of •r Autherissd Agent Architect or fnpine•r —4- III- 111. MARAL INFORMATION A. tsps or h•etlnq foot: Eq, �j IS OTHZA CONSTAUCTION BEIPIG GONE ON 9p ryc THIS OWLCIM0Ott SITE Q 6•e 13 lrr 0 Naturel C3 Central Utility, p fail it Yes, Gtve nutytnp or coNSTr'UCTiON PERMIT ,�......._....� z��v Q Other -- SpocIfy IV. 1011110Nr Nr-AL SOUIPMGHT TO All INSTrALL0 NATURC OF WORK (►rvride wntpteb lief of eampwt•nti on both of this form) R®sfdentfaf or L7 <��mm9rCiai Hest (3 Spite C3 Recotiod '1 COMM 0 Floor � Now Uulfding Air CoredMeAlogs a Ro6fn df Control 0 Existing Building _ � Roplacomsnt of existing system a Duel Sytt.+n: Materia //fhit♦<nets.. _ _ Maeirnym petitY.._...L.. 00 Naw 1nstAt18114i+(NC 11yetem previously Instolled) © R•frl"M6en Extension or acid-on to existing systorn Cthar •_ 6¢ncify () Cooling dtrwers Capacity .m. -"•------ti.--w--__.....,,..,.,....r._,. ... t).p Q Fite•tprinklon: Number of her►d4 --.-.�....._.__._._........_. ,_...__.._._ ..__ Q �irrahst Q Menffh a Eeuletgr .,. _- (number) THIS SPACE 110111, OFACE U34 fONLy 0 .OHolfer pum,Prw.-., __...(1►MMberl l +dl Q LA6 aentelr, (numPs•r) Q WOW Pretsuto weave+ © sellers Porrolt Approved by,......._. , Date ,... 000 -- Speer ., ... Nrmlt Foe-.... L18T ALL EQUIPMENT '_ ..�..._. ....� �.._. . �..._...., ._... .._... Alit CONDITIONING A14D REFRIGERATION F.QIpll'MENT Nuatber VA14 P taerlpLuft b[tA*l Number i[tunuta,sturar ")Y A� .�. _ rz- 1s UTING • FURNACES, BOILERS, FIREPLACES '- Nonber Vialte Dtt"rlpt,toa morrte]Nutsttrer Mwutanturmr AffCftdW _ _ _ ' t BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC eBACH, FLrJRtbA MA233 APPLICATION FOR MECHANICAL PERMIT cTll.•1N NliMSEa IMPORTANT — Applicant fo complefe al! items irl sections 1, 11, 111, and Iii. LCi'cmiciN +treat Add resc_Z9OF �.._ {nt•tettflaq Streets: Betw•sn �' ��11✓/4Nj,.a .A� ._.� _.. . ..__.-W And-.. .Z � WILDING SuBs•divlsien�,,,,,,,, II. IDENTIFICATION — To be completed by all applican'k . in contiderstion of permit q'ven for doing the wart; os descr;ltod it, the ab_,a sra!r:nanf we hereby o?,e* to porfo.n, st;d work in ecct'danc• with the otts:iyd pions end ip"ifieations wh th are a port Nmol and in c:.tord•r•Co i the City of ordinances end 00dardf of good p+acH<t lifted therein. Name of MitchaAkef C2•ntrestort i Coetraeter (Print) - M•ti•r Name of i' tHIF . MEADE Property Owntr �QQ�,� CAC 0 5 7 5 5 3 i VII sture of Orrfur Sipr.•iwe of K A%itherittd Agent Architect of t ngln•er M. OWMAL INFORMATION A. I, of heating tool. IS OTHER CONSTRUCTION BEING DONE ON (s�eCtrit THIS BUiLDINO OR SITE?—_ Q Got---0 V 1:] Netural d Control utility �~ .. IF YES, GIVE NUfeeER Of CONSTRUCTION � 13 ail PERMIT � ZYL-S ,L Q Other Specify 1V. MI�CNIWiCdW, 600MINT TO It INS'rTAUAO NATURE OF WORK (Provide tamr4to list o!components on beck of this form) Re,0den►iei or t �<,rnrnere{al I Hoot Q spit* !l Rseaseeil central 0 Fksoe Now Bulldinp C Existin bulidin Air rrAndrfien{ngs Q ?P4,c-f, contnl 0 4 C1 Roplaoemsnt of existing system Qfref iyftent: Materia lhiitkrtos�._._.....�,_ 0 Y rrla►iAluml _+. .e.f,+n. Now instalistica(tip system previously Instolled) Q Re619eM66A Exterision or add-on to existing system Q t;0111tq War. Ctpacity .. I~? Other Specify.,, _.�_._� —,.... ._........_ q.p.rn. Q Fity sp inkiers: Number of hots ,..,..�. .,.....-_. ..... ..�_ .. ... _ ........, __..�� Q (:iw�fw Q ' THIS SPACt Foot OMOS UU C►l11,1► Q ,Otsoline gum (rwn+ber) (� ,sd) Q. Terslk (aembor) Q, Ve contoirit Infrmbor) Q Vaked p 1murs,reiMl Qhhailers Permit Approved V •+.....w,.«+rrrrew+. rAl�- iir�rr rrr� w Q00W — sPKay - - *-•- P1tmi1 Foe.......... , LINT.ALL EQUIPMENT Aldi CONDITIONING AND REFRIGERATION EQVIPMPNT NtuatbPr Vsxllr vd"ripuob Model Number �_�-S[+►nwT,.rctwrwr _ -4�DY �� HZA URNACESs BOILOPJ, FIREPLACES INittmbee Vete be"TIgtkca 110001 Number UVAUtaat"W /3n11�� //�CITY OF ..�AA�� 4& IC aw -991D� Office of Building Official REQUEST FOR INSPECT N Dater Permit No. Time A.M. Received PM. Job Address � Locality Owner's �^7 Name — — _— Contractor __ — 6/Illy _ BUILDING CONCRETE ELECTRICALMBIN MECHANICAL Framing Footing Rough WiringAir Cond. & Re Roofing Slab Temp Pole C7 Top Out 11 Heating Insulation Lintel 1 Final L Sewer Fire Place ❑ Pre Fab READY FOR INSPECTIONS Mon. Tues. Wed. Thurs. Friday_ P. c7^, A.M. Inspection Made -[ — P.M. Inspector_ Final Inspection Certificate of Occupancy i. Date _ I� CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PERMIT:INFORMATIONLOCATION INFORMATION Permit Number: 17825 Address: 123 PINE STREET I Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: DUPLEX Lot(s):682 Block: Section: 0 I Square Feet: Subdivision: SALTAIR SECTION 3 I Est. Value: I Parcel Number: "Improv. Cost: OWNER INFORMATION I Date Issued: 2/19/1999 i Name: KENNETH A. MASSEY Total Fees: 25.00 Address: P. 0. BOX 50218 I Amount Paid: 25.00 I JACKSONVILLE BEACH, FL 32240 i Date Paid: 2/19/1999 i Phone: (904)543-0183 j Work Desc• GAS PIPING I CONTRACTORS} I APPLICATION FEES SAWYER GAS COMPANY I PERMIT 0.00 PERMIT 25.00 i I i I I I � trispections Required ROUGH MECHANICAL I FINAL � fl i I I NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO i ` REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I � I i $25.0014 CAS 2/ 4/93 81 Rec i 836795 I 881 � CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 i PERMIT INFORMATIONLOCATION INFORMATION Permit Number: 17824 Address: 121 PINE STREET Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: DUPLEX Lot(s):682 Block: Section: 0 Square Feet: Subdivision: SALTAIR SECTION #3 Est. Value: Parcel Number: "improv. Cost: OWNER INFORMATION Date Issued: 2/19/1999 i Name: KENNETH A. MASSEY Total Fees: 25.00 Address: P. 0. BOX 50218 Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 2/19/1999 I Phone: (904)543-0183 Work Desc: GAS PIPING CONTRACTOR(S) l APPLICATION=FEES 1 SAWYER GAS COMPANY PERMIT 0.00 PERMIT 25.00 i � � I inS cticns>Re uired ` ROUGH MECHANICAL FINAL I NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR_TO INSPECTION I BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER i "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" 1 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO fREVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. � I f25. 8 14 at : 2/24/99 1 ei t: 0136794 CAS --- -- -– — -- � _ 188 – -- ------ --� r _ � BUILDING ASNDZC}NINC=' 1hlS�PCTI+aN DIVISION CITY"01"`ATLANTIC l',dEACN AttAt�tltd:atACN;%lrtonlo�sstla¢,'� k APPLICATION `FOR MECHANICAL;PERMIT CALL-'IN NSM©�R- IMPORTANT Applicant to complete'all items in sections 1. 11. 111• and IV. LOCATION Street Address, OF Intersecting Strealst �el.een LZLSGV,rG.tScQ✓ And WILDING Sab•e(ivit'ron If. IDENTIFICATION -- To be completed by all applicants ' la cons;deralloa of permit given for doing the'wori as described in the abivo 11141ome+it''wo`haieby`agre* to pa•tc•^n sed -0-t -A the a►tac�d plans and spetitko6ons which ars s part hereof'and is ect dNdancr with ►ht Ce+y Of JactsonV;V* ofd:-eoces aw r•s-:e ss of good practice listed therein, F,, Home ea Meeheaieal } Cenl►a4lNt .. , �� (J CMAectr (Print) V ` Maetlt i� Nene of Mprty Owes# K(�j ly,45O& ' .Sigaeture of o+aer SiynatetM of or A*theriad Agent y Architect M 1691eeer 111. G NEstAL: INFORMATION A. T"M of heating heli B �' ,Ia OTNRR CONSTRUCTION BRING DONE ON O Hoche THIS NUILDINO OR SITE? ❑ Gas—O tk ❑ Netrtel O r-"W Utility T 11►YRi, Give NUTA,NgN Of CONSTRUCTION 0 oil 1V. 41ICKANICAL SQUOMSNT TO RE INSTALLED" NATURE OF WORK IF 9,;d%e6enplote Get of compenesk*n back of this fasts) ��5q(` firtsidentlal or' (1 Commercial 0 Host O Specs O Reoeeeed (3 Central O Hoot 1W ,New Building C) A;#Ceadrtieaings 13 Room 0 Ceatre! 0 Existing Building • O Doct Systems M619141 fieptacemlMt of existing system t mastmem apedty' New Installation INo system previously insl ailed) O Relripenfiee i ❑r Extension of add-on to existing system `0 OtMt ❑ Ceoli toast: Gpcity ❑ ire griaih n: Numb" of La" 0 Elewtr O M"ft O 6esi.w •••••lerasba►j i THIS SMCS POR ONICS UM ONLY ❑ Tett 0 Ueid/++weft+ vaeles o rel► Apa.vd idQhber — Soedflr aaj , ..._.__.__.._. , renal►f'+�.�.....�.. ......� u8T ALL EQUIPMENT AM QOW=ONNG AND REFRIGERATION F•QUWMENI' JAaslser Vnto. I)aecrlptbu >ttode!Nwlabslc ; ltaAut�etutnr jy APPMAW z' �� r x ,..irk t � � �• � ;WILD! IORyr J s xr t�} rr,AYt.A eft TI ri aG APPt� Cgfi�,CI� `" ,s „a V► PERIvIi 1 [ CALL IN NUMBERas IMPORTANT --�»'AppliCant to�toiriP to �I i �irris{ ►� c ter l{"11,"tll, and IV: LOCATION Street Mdr.cc: ,.� t'; � � ° OF lota�ootiey SNe�tef btriox '.Aed „rf WILDING • � � yf5rd ��, - � 'r $� �y � 8 11. IDENTIFICATION "" To' be completed lot coesWererion of Permit q;veo fer'doietH tho'werl i/ dlratibid ih''1Ai ebriv�',1tet�mt+ eie Ati obr"ogrN'to`Ralt••n toed ..o•. e::c�e•:e .nA the •a.e►Ud plane and spoliPtNrono wAkA ae:e poet Mro014041 411tostrdoote i.iikohd'Cyrr.of JoclsciAw 'e ord;00e0coc a-a 1•e12e•21 of good practice listed Aerein. # r Home d Mothoekel s' t 'y Cool► 1 '' �, contract" {►►lett :' mss; i. Homed r/l OweN a� 5!`• ,1 s Jy, '�R"Y '' { �i��.`�t 5+.fit, t� .;�+ S ahrre d Owes? f� Aja' ! . 21 kY.v � �1. '�� ,”"5 b� �j. Si�Nete�iHe�� v ArMphod AgMf + °i a. � `Artlstlwti"Oi'�Asl�ild t M. t.�IHlAL`INFORMATION `�K ?`` ,� , ' A. T»e d hosting 116015 9. �• r �': OYNsiI "Stoi ION �L1NG DON ON ^c A+ : w tNi>i su1�OtN0$tt sttitt�_e1�,f Q Gee—Q U; (] Notr?ei' G»Mot Ulili CI M � i Its, rstvc*UmkitO COlif11111CTION• D Oi f � D 4tAer - Speciflr'. IV. 164*WI CAL 6"II'I�tIHI1'TO 0 INSTAUM�� . � � �� NATIIpR O!t Wt1pK IFIL ids conoeH I*of temboth of this two � � r tiets�dtlrstinlCommercial Q Host Q Spee ',Q Rae�eed `d Getorl t Ct Rewry � r� Nwv�utfidt � Q Ak C*&M; 6qt ,I7 Row,,O Gslwl k �ul1�Q tilklhq D tact sreawi M.+-�-� h ' tlrpl ys�� df f<fatirr �y�HeM 1NtH ritNn prwloYrty Malatltid) fie 3 °, r : Itxiti itblt Ol d•sm to existing arsllam O Q GoCey tw.?: Gpeeity �. i v Cl so speWimt Ron bet D E1ewtM D p a NOit O►fiCR Yfi♦ONLY O t7� rS b k 1 OLING mefthw% •11 rk `Ytq r; 'fT D Uerrlr/t>»+rawe wrn ' +� � ,'� ' 't w p 1 Ma• � .....�., ..�... a�- .�.. P1 S10,094 LIBT ALL XQUIPMENT r AM Ct)M"ONM AND REFRIGERATION !I'QtMpu lyM*dd Nun" {y VYir t�u�,,� y k •r AL-Y - A yG'F+nij*" k> tf- Permit No. Tax Folio No.RE# 170636-0110 NOTICE OF COMMENCEMENT STATE OF FLORIDA Book 9155 Pg 2402 COUNTY OF Duv81 THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement : (1) The description of the real property to be improved: LOT 682 SECTION 3, $ALTAIR DUVAL COUNTY, FL LOT 682, PINE STREET , ATLANTIC BEACH, FL 32233 Bk.: 9155 P g a 2402 Doc# 98299271 (Legal Description and Street Address) Filed & Recorded 12'/09_/98 (2) A general description of the improvement to be commencedRENRYaW. COOK M. CONSTRUCTION OF A 2-STOREY RESIDENCE CLERK CIRCUIT COURT DUVAL COUNTY, FL (3) The owner' s name and address: REC. A 6.00 KENNETH ALAN MASSEY 800 BOARDWALK DRIVE ,PONTE VEDRA,FL 32082 who has an interest in the real property as INDIVIDUALLY The fee simple titleholder' s name and address is THE SAME. (4) The Contractor' s name and address is: COASTAL ATLANTIC, INC. PO BOX 50218 JACKSONVILLE, FL 32240 (5) There is a payment bond in the amount of $ N/A and the name and address of the surety is: N/A (6) The name and address of the construction lender is: Compass Bank, 3740 Beach Blvd. #201, Jacksonville, FL. 32207 . (7) The name and address of persons within the State of Florida designated Q by Owner upon whom notice or other documents may be served as provided by Section 713 . 13 (1) (a) (7) , Florida Statutes: (8) In addition to himself, Owner designates Nancy Woods of Compass Bank, 3740 Beach Blvd. #201, Jacksonville, FL 32207 to receive a copy of this Lienor' s Notice as provided in Section 713 . 13 (1) (b) , Florida Statutes . (9) Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified. ) KENNE0 ALAN MASUY (OWNER) Buschman,Ahern,Pensons and BankAon 2215 South Third St.,SUite l01py0,j S SI E AND TITLE) 1jckWvjjje Beach, FL 32250 (OWN E SIGNATURE AND TITLE) Extended Page 1 .1 The foregoing instrument was acknowledged before me, this 30th day November 19 98 by KENNETH ALAN MASSEY , who i pe onally kno to me or has produced drivers license as ident ' f' on a o did/did not take an oath. NO IC, STATE OF FLORIDA My Commission expires: _ .A8y'Gul Pwyob N41 pepUC6 [Seal] FWr' FRED L.AHERN.JR. 666t'8Wr'dx3'wwoJAW (� Comm.No.CC 467732 ZS W 00'ON Comm.Exp.lune 6.1999 W'N83Hvded WU PkMrd IM.AVY• CMMNCMNT 9192 CITY OF Office of Building Official R QUEST FOR INSP CTI Date r Permit No. Time A.M. Received RM. Job Address L ality Owner's Name Contractor BUILDING ELECTRICAL UMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. t Wed. Thurs. Friday A.M. Inspection Made t y / om— Inspector_ nal Inspection ❑ Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH, FLORIDA Appruv�O Dy T� APPLICATION FOR ELICTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE. IMPORTANT NOTICE• IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HLRESY AGREE TO PERFORM SAID WORK tN AC RDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCO R A WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. n. JI '; �LJC TRIC/ FIRM:a E�10-A&16N 919RATUitE NAME—J_� 4 �C - _AbD11E8B;��o Pi nee 1 1rL,!� RPD—Box- 800, S D 60X 800, SI E ..._ a N - '�'lt�- ��J� (fin L' .A OFTWEEN: -rLRAJT(C -- 5 ruezyyA-n/7" RES. 1111 APT. ( ) COMM. ( I PUBLIC l ) INDUS, (1 ) NEWi�'T� >bLO ( ► AEVV. ( ) ADC)ITIOtV ( ) TRAILER ( ) TEMP, t/) SIGNS I ) 8a. FT, SERVICE: NEW INCRQASE ( ) REPAIR ( ) FEE CONp CTOR SIZE *-�- aAMPS 1 cep P -'+ ALUM, ;WITCH OR BR AKFR PH ; �-'_-.--- — Ex�tS1.SERV,Slze �---......-_-..... AMPS PH -- —.,. W VOLT RACEWA iff bi S: N0, SIZE Np. S11F NO. SIZE LfaHTING OUTLETS CONCEALER gppN AECE� PTACLES TOTAL CONCEALED OPEN ____ - o.30 AM'i --- TOTAL 01.100 AMP$ �WITCH[!1 -j (NCANUeSCENT FLVOA13CENT & M, v. - .._ FIXED 0.100 QVEN .-..,.r. .._ _ _ APPLIANcts BILL TRANSf. I `- A)R H.P. RATING H.P. R TAgNO ___.i CONDITIONING COMP. MOTOR OTHEA MOTORS AMPS CEIL HEAT: KW•HEAT Q i I ........_..._ OVER MOTORS H,P VOLTAGE pHs NO, 1 H.P. VOLTAGE I PHS -` I MiSGEILA E U �� O-- CITY OF Office ci Building fficia J REQUEST FOR INS TION 7 y v Date 12- - ` Permit No. T7 crl®T—!_A Time A.M. Received P.M. Job Address — Locality �{(oS Y,-,3 2- Owner's NameContractor BUILDING CONCR E ELECTRICAL LUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer C Fire Place ❑ Pre Fab READY FOR INSPECTION Tues. / q Wed. Thurs. Friday A.M. Inspection Made PM. Inspector Final Inspection ❑ Certificate of Occupancy Ij Date 17 8 0EPARTMENT'OF BUILDING CITY aF ATLANTIC BEACH �- PnMIT zNT�'4RN ICS --~ - Lt}CA 'It3�t I I"t�IWATION t;Number; 1748. ` A dre' �. 121 VINt STREW mi T . .� ATLANTIC ,' T`L©RIAl � �. . ____-� - � , ENRIIOt _- -__ --�_� c trTypezW0OD RAks Block* � Lot f,681 Twp 0 co ed " ULE Section,, C -. u d� Rn�: " D we n Subdivision:SAL�`A�R , SECTION #3 t Value. 0 .00 Cost -00 �r tl*l reel;', ' X64 a 00 ` ate Pa 9S p a tit' TDeac IN NEW RESIDENCE � a 64-00 KE dd JAC PL 32240 hotte g �+ 'o CON MATIN fit_ t#k dry.`n 1328 Li �y PC057:0,07 ,. s:. , NO #E& 1 4 NtflTIC `-fNS1 ECT�QNS MUST BE REQUESTED ATL AST:?.d F t U P",TO'W$PECT1ON �tl fltN MATEINAL", RUBBtSW"At tt3 }E RIS"FR ?hA THIS 1NURK MUST, t�OT BE:P1:�4CE�JN PUBLIC SPACE, AND M W BE ARED UP ANP HAULED,VYAY BY EITHER CONTRACTOR OR OWNER r �k ,�s AN H PRCP 'T � PAYING TWICEUIL3I � � C)1lMENTS 4DLASUED ,4CCOADING TO APPAQVED PLANS WHICH ARE PART OF THIS PERMIT,AND SUBJECT TC REVOCATt FOR TtOt�t OF APP"UCASLE PROVISIONS OF LAW. $t� BEACH" LD1 DEPARTMENT i .7s DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH # I+iFOII ION .. . M -- LI CATIVER �3N INPOMATI ON er>« Nu�►be ;. 1 4 A d e sl : PANS ST ItEAT .,m ~° Type'::'PIuUl2NG ATLANT .113H:AClII Fl�t}RIDA' 32 Work �� i -~^ C'caj*t . Ty'pe:WOQA F'IR.RE B10 I�ct 1682 Twp,` Psi os�ed 3e 3,,DUPLEX Sect on: Subd. " Ing 0 wteel1ing'a 5ubd vis iot, %ALT'AIR SECTION 3 VaIuex » m tov. coat ;,-1 0.00 Paid MM, V 2iu1"7tt Pa x d�" ,fDa a Pyr 3 t L,e Y C TN NV RESIDENCE f I -- APVLI.CATI[ON FEES _ KENI E CI H s FL 3 240 -- 4R I TION Add 1318 y Lx , ; CFC057097 up N ES: i NOTICE » INSPEct ONS MUS7 BE REQUESTED AT LEAST i4 H URE PRIOR TO INSPECTIO 1LQ1NG MATERIAL, RUBBISH ANDDEBRIS FROM THIS WORK MUST NOT Be PLAC 4 iN PUBLIC.SPACE, AND; S7 BE AIRED UI'AND HAULED:AViIAY BY EITHER CONTRACTOR OR OWNER ' F kILURE TCS CCS PLY W#TH THE MECHANICS' L �.LAW' CAN REStJ °T IN HE PRat E T t C�'' t1 ER ;PAYING TWICE FOR: 0 ILPING IMPROVEMENT ." I MED A COROINGTOi APP14OVED PLANS WHICH ARE PART OF THIS PERM AND SUBJECT TO FtEVOCATI�7N FOR 1CJ4a4TION OF APPLICABLE PRQVISIONS OF LAW. tj A BEACH,IUILDING DEPARTMENTggg l +,J 'Sa�seaftP ��,..a.a.-...._.._,.,. - .. s...�.,.. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: / 'L / OWNER OF PROPERTY: TELEPHONE NO. PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS: Acti�n�� SJ STATE LICENSE NUMBER: 05170 97 TELEPHONE: 7�/�/- y HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY 1 WATER HEATERS Z BATH TUBS f DISHWASHERS URINALS DISPOSALS 3 CLOSETS �" WASHING MACHINE FLOOR DRAINS SHOWER PANS r._. - SEWER WATER REPIPE OTHER O� TOTAL FIXTURES: x $3. 50 + $15. 00 MINIMUM PERMIT FEE - $25 . 00 S I GNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMING PERMIT JOB LOCATION: f 7- OWNER OF PROPERTY: �1�h �G4S,je y TELEPHONE NO. PLUMBING CONTRACTORL�Oejd CONTRACTOR' S ADDRESS: STATE LICENSE NUMBER: 7 9 7 TELEPHONE: 7y,L/--&6d y HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS 3 LAVATORY WATER HEATERS Z- BATH TUBS DISHWASHERS URINALS r DISPOSALS 3 CLOSETS ( WASHING MACHINE / FLOOR DRAINS SHOWER PANS r SEWER WATER REPIPE OTHER TOTAL FIXTURES:- 14-1x x $3 . 50 + $15. 00 MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: ^" G SIGNATURE OF CONTRACTOR: ,, ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 ,rmit No . Tax Folio No.RE# 170636-0110 NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF Duval THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713 , Florida Statutes, the following information is provided in this Notice of Commencement : (1) The description of the real property to be improved: LOT 682 SECTION 3, SALTAIR DUVAL COUNTY, FL LOT 682, PINE STREET , ATLANTIC BEACH, FL 32233 (Legal Description and Street Address) (2) A general description of the improvement to be commenced: CONSTRUCTION OF A 2-STOREY RESIDENCE (3) The owner' s name and address : KENNETH ALAN MASSEY 800 BOARDWALK DRIVE ,PONTE VEDRA,FL 32082 who has an interest in the real property as INDIVIDUALLY The fee simple titleholder' s name and address is THE SAME. (4) The Contractor' s name and address is : COASTAL ATLANTIC, INC. PO BOX 50218 JACKSONVILLE, FL 32240 (5) There is a payment bond in the amount of $ N/A and the name and address of the surety is : N/A (6) The name and address of the construction lender is : Compass Bank, 3740 Beach Blvd. #201, Jacksonville, FL. 32207 . (7) The name and address of persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713 . 13 (i) (a) (7) , Florida Statutes : (8) In addition to himself, Owner designates Nancy Woods of Compass Bank, 3740 Beach Blvd. #201, Jacksonville, FL 32207 to receive a copy of this Lienor' s Notice as provided in Section 713 . 13 (i) (b) , Florida Statutes . (9) Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified. ) KEN ALAN MOUY (OWNER) CITY OF c z Office of Building Official REQUEST FOR INSPECTION Date J v ` � Permit No. 1' Time A.M. Received RM. Job Address Locality Owner's Q r Namei—�5 Contractor /nF_,l�OC 1/�`S Ot✓ L �— BUILDING CONCRETE PLUMBING MECHANICAL Framing ❑ Footing ❑ <�LE�CTR'rCA ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole � Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. M. Inspection Made P Inspector Final Inspection y� CerU / cy El Date A DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY : � Z© &__'_1 -A 2-------------------------------- ------ ------------------------------------------------- -------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc:FILE s tea' s t; 0 . OEPARTMt:MT a 'BtNP1NG CITY bF ATLANTIC,EeA TOMATt ONN INumb r 451 '� A 'dreg 23 P sz, STRELPT Yr PLEX RES DENCE # , ATLANTIC' SSACH, rLORTI A 233 �..5 rk ` ; SS2 P Posed sp e DUP"LSX Subd; } in 0 Subdviwn:+ ALTAIR SECTC3N ++I Fees ' ' 3„003 {w.,a• ` . Cid <k#,,#di.? b��E2 RE$IDRNOE-PER PLJWS RS? 1636 $+ ' 995 APPLICATION rzzs - -- . � $PACT PEE 550. 0 4� 70# ' ✓�r PL 32240 SW � "Fit"I~Mop , . # _ TIS d ,s FN k APITA , III RdV # 325. 0 t m TAF 01 Nafttbt ` C:t Cd152t3 � R d` EC H 1 P.AC' Fite d CHAROEATL 1§ MO S: r f '. t ►TtCE :: Ate wngNS Ar�U$T 113E RECIUESTED AT L-EA►ST Ht�URS PRIOR Tp tNSP1E:CTtO BUS®INC MATEY ' RUBBISH A D,6,!B Ft dM fiMtS 1N4RK MVST'NOT SE PLACyE© fN PUBUC'SPACE, ANL#MUS SE CLf A IE[}UP AIS#�A# tl)A1AtAY BY.EI ER CC4AtTRAC;TdR fl#�d1l{fC Ef `° Y NANIC PI aR� . PAYIN SCI F� �Jtl l� ; PRO ' �.�� n # 77777 SSE© AGCdR#)#N Td APpRdVE©. P,LA#VS WHICH ARE"PARI dF,THIS PERMIT,A1 i SU i7ECT TO REVOCATION, dR TION dF AP SABLE PRdVSBfC'}#VB� F t.AIIV . �Ip rat� tYf E Al AT BEACH f INDEPARTMENT Tota *4l P yreent s « f 4 G DEPARTMENT OF$U1LDjNQ 8 I' CITE C3P ATLANT �. - F'RP IT "} NPORM4T'I - - ? C A�PC� A �a t Numb ' 17450Aa PI-Rl S' t�E P rma type tDVPLX RRBT�?�IIfCI TLA i AdR P`L ?R11;1A NEW r1 P ac [ . aPLI Lets 682 wo teal i ? A '> Bubas: ' SuALT .BT'iCR t. :'Val ue t ` I rov Cast X12 r� 8,C�C ,tal P .a Cts` . 46' ;.. Aa Pail d 33£ 3 at Pa x,98 A B ADC t ' -' PP M I 011 FEES � .. ? .` Q e3d�,: , A IMPACT FIZZ, 3<r3tl Ad L, 32240 W� IX, CT l- 1 £?. 0 k ?N 4AE " 'S + Q. S xPI�'A� P {311 . cl S LOSS CONNECTION, ... 3 0 NST 1� CRARG� /A' ` 0 0 s y ; NOi INSPEC"�1t NE 11 UST BE I EC3U STED AT LST"24�iQt R RRI�R TQ lNSPECTI€JN .I. U .DING MATO"A...,-RUBBISH Mb DEBRIS FROM THIS WORK MUST NOT BE"PL�CED iN PUBLiC SPACE,AND M�! fi BE CL �REC UP AND, AUt�PD"A1 AY BY,E1tHtR CQNTRAOTCR OR OWNER t JMpj CC ILURE, TW LIEN ris yrirj ROV�++ + i 1 ISD ACCURDt TO APPROVED PLANS 4AtHICH ARE PART Qt=THIS PEF2MIT AND"SUBJECT T4 REVOGA' lt�f' A. T*14 OF AP: tCABLE PAS ISlii NS OF LAW, D gator . G ALL +t1'1. EACH !NO' ARTME"NT Total Pam P ,�<, x r�.H.f • ..k ' ' ,x,� � � s`' � �.' � fksC ��, �,s � ,�, ..e.,;.,wr CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Heated Scuare Footage / �? � 2 00 Garaae Sired L// l (� S. 00 per sa 6p ILI 10 0 :i a: Va_ tiat-0i1 1St Kema_nina Value $ 2 . per thousand or portion _tiereot TOTAL BUILDING FEE _ G� + Fi l inc Fee S a sy — �Z)) Firen iaces, (d 515 , 00 S —��- BUILDING PERMIT FE_. WATER IMPACT FEE SEWER IMPACT FEE S O 0 _---"Wr-TER METER/TAP c 85_00 Nj i r. ( CjT pjil'zu :MP'r:O�iEN'iEPsT � � J Q OIL [ d�/�TF + �.�SEWZ,F TZ . F. N HFS7.7 ) . C,C, �1 SECTIOli H PAVING i S HYDRAULtIC SHRRES ---� CROS§CONNECTTON S O (ggS) SURCHARGE . 0050 s- 0T,HER S O GRAND TOTAL DUE S - ADDITIO?VnL PERMITS OF. FEES : Me=han:.cal Piun�Dinc is ectrzc/New Eiect.ri c/Temr SwimmingPooi Ser,t:c Ta%K Wc_ i Sian Finisn Fiocr Elevation SuiVev Other (::ALC:LlLATIONS and/ or NOTES : CITY OF ATLANTIC BEACH PER14IT CALCULATION SHEET Date Heated Square Footage �p (� (02 -00 Der sq r` Gar age/Shed l �0 per sq Car:>orti=orc _ ,r Pr so _ - I+c (d LJ per sq t _ T0Tz%L: VAL[J:_T_ '?' c Z ^ctal Valuation 1st S106) 00 J /Z z 4 o b Remaining Value ner thousand or Dortion thereof TOTAL BUILDING FEE 0 + Filing Fee SSv D) Fireplaces @ $15 . 00 —�-- BUILDING PERMIT FEE S_ /ey WATER IMPACT FEE $__ S1910.00 SEWER IMPACT FEF: S ,L2 S'p 0 a /(,J 1 [D/�"L► � ---VWATER METER/TAP CAF I ThL IMPROVEMENT SEWER TA. S — ;�Qd) FADCN ( F'_F.S ) . 0050 r �J .SECTIOli H PAVING 1 $ HYDRAULIC SHAKES J CROSy,CONNECTION S O SURCHARGE . 00-50 S OTHER e,(� GRAND TOTAL DUE ADDITION AL PERMITS OR FEES : Me^han.ical. PiuTbLna F:i ectric/New Eiectri c Temr : Simi ; % mrn_naroo Sept- c Tank we i Sign Finish Floor Elevation Survey Other CALCULATIONS and/ or !VOTES : P.O1 Oct-30-98 03: 36P _s PRICE QUW TE APPLICATION FOR WATER ANO/OR SEWER TAP APPLICANT NAME4� -�-) MAILING ADDRESS � _'-� � >>C�;t 4 PHONE NUMBER Cc7U`�/ �� 3 ` �?/ DATE_ SERVICE RE01TED SERVICE LOCATION i ---2 l V- 1 a 3 / � � 'e DATE SET TO PUBLIC WORKS /() " 30 DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE WATER- 7: 5 SEWER: _� S f�'�i_ 'tea OTHER-._- Is PRICE QUOTE PREPARED BY- ' Si d atd4:- +tle DATE NOTIFIED OWNER Z485-4bZ-vo6 XLLENDW XA-AVH d6b:£O 96-£O-^ON CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER OF-HAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THF WATER SUPPLY CH&RGE IS HEREBY FIXED AT 7;ENTY DCLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICZ .SINK TRAP STAND WATER CLOSET. LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) 2 WATER CLOSET __L _IiATEA CLOSET. TANX OPERATED (4) 1 VALVE OPERATED (8) 1 BATHTUB/SHOWER (2) URINAL WALL LIP (4) LSHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TROY (2) _3 LAVATORY (1) 3 COMBINATION SINK AND TRAY —WASHING ?MACHINE (3) 3 POT, SCULLERY SINK (�) DISHWASHER (2) ai- WASH SINK EACH SET OF FAUCETS (2) _ YITCxE.'J Sin (2) DENTAL LAVATORY (1) KITC3E5t SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET. (�) URINAL STALL, WASHOUT (4) FLUSHIXG Inn SINK (8) COM21NATION SINK AND TRAY WITH i FOOD DISPOS. (4) URINAL. PEDESTAL. SY?HON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVA-jORY. DABBER/BEAUTY ICE RAKER (I/2) � SHOP (2) SURGEONS SINK (3) O LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) ` c TOTAL FIXTURE UNITS �" @ $20.00 EACH JOB INFORMATION CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DE.M.4ND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE, WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. _BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET. LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 1 2 WATER CLOSET �_WArn CLOSET, TAM OPERATED (4) 14 1:VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) 6—SHOWER STALL DOMESTIC (2) ,LAUNDRY TRAY (2) 3 _LAVATORY (1) COHBIyATION SINK AND T,-AY (3) _WASHING MACHINE (3) POT, SCULLERY SINK (�) r _ DISHWASHER (2) 2 _WASH SINK EACH SET OF T FAUCETS (2) 1CZ2C1iE'i SINK (2) DENTAL LAVATORY (1) �KITCSEsi SINK WITS WASTZ 3 _ _DENTAL UNIT OR CUSPIDOR (1) GxI2tDER (3) y BIDET —URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) t —COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY t ICE MAKER (1/2) � SHOP (2) SURGEONS SINK (3) O LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNIT., $20.00 EACH JOB INFORMATION SITE PLW4 0 f i Pio Fo5r,D o g R o f Q p�►vE�c�.�c �� I� ns p I N E N 01/26/1999 12:39 6416709 DUVAL PAINT AND DEC PAGE 02 t. MEN RN i LAD k-E-C ¢t F•1 r� �� el�c/ Ci f tlanti�cfatex Fre Retardant Paint 220 Product Description quired. If necessary, use small amounts of clean water.Clean equipment immediately after use with Type:A decorative,intumescent latex fire retardant warm, soapy water. Spray equipment should be paint. given a final rinse with minerai sports• Use: Interior ceilings, walls, trim and similar sur- faces constructed of primed or previously painted Performance Characteristics wood,drywall,cellulose tits,cured plaster, mason- x When attacked by flame, lronClad Retardo ry and metal. Latex Fire Retardant Paint (220) expands and Finish:Flat forms a thick cellular char blanket (intumes- cence) which, by reducing excessive heat pen- Colors Available: White. Can be tinted with up to etration, retards flame spread and minimizes 2.0 fl, oz. of Moore's Universal Tinting Colors per smoke development. ggallon. Special Moor-d-Matic prescriptions for ad- III Smooth-flowing. ditional colors made from White are available. ■ No unpleasant odor during application. ■ Washes without spotting or loss of intumes- Package Sizes: Galion and Five Gallon cence. containers. ■ Applies like a latex flat wall paint. Coverage: Primed or previously Painted Wood— 4 Dries to a decorative matte finish. 300 sq. ft. (27.8 sq. meters) per gallon for 2-coat Rated Class "A" by Underwriters Laboratories application. as follows. Primed or Previously Painted Drywall or Cellulose Tile-200 sq. ft. (18.5 sq. meters) gallon for 2- Coat application. UNDERWRITERS LABORATORIES, INC. Previously Painted Surfaces-150 sq. ft (13.9 sq. CLASSIFIED meters) per gallon for 1-coat application. FIRE RETARDANT COATING FiRE HAZARD CLASSIFIaTION of APPLIED COATING Dry Time: To Touch-Dust-free in 1 hour SEABED ON too FMUNtREArED RED 0411) To Recoat-4 hours no GLAs cEu.uGasE CELLULOSE To Service-4-6 hours SURFACE FIR TILE BOARD Mil Film Thickness: name svlaad 20 zo zo 20 20 20 Wet-5.3 mils L7u 300 sq. ft. per gallon rues cauriwed is 10 to Is 10 is Dry-2.4 mils @ 300 sq. ft. per gallon Smoke Developed 5 6 5 15 25 20 Solids Content: Numoerot By Weight--60% r+ermhuyPoeta None None 1' Noss None it By Volum"6% MCI.ItIl,per W.) — 470 — — 250 urnbot of Weight Per Gallon:10 lbs.12 oz. F R .aUkMent % C4MtS 1 2 2 2 2 2 Viscosity:75 SKU saetioe Goat iso 300 300 200 200 200 Flash Point: None •MenuteckMera'At"FraMO UrkiwrbW Manufacturer's*Latex Enamel VrWwr Thinning/Cleanup: Thinning not normally re- 1 01/26/1999 12:39 6416709 DUVAL PAINT AND DEC PAGE 03 Federal Acceptances ;primer: Spot prime as needed with Moore's Latex Enamel Underbody(345). The United States Department of Agriculture has Finish: two coats Ironclad Retardo Latex Fire approved Ironclad Retardo Latex Fire Retardant Retardant Paint(220)at a spreading rate of 200 sq. Paint (220) as being chemically acceptable for ft. per gallon per coat. application to structural surfaces where there is a possibility of incidental food contact in official es- Masonry,New: Poured and precast concrete must tablishments operating under the Federal Meat be allowed to cure for 6080 days; block con- and Poultry Products inspection program. struction should be s. All surfaces must belthoroughly bred to cure ushed-wiith stiff ff Fed.Spec.Generic Equiv.,TT-P-001932 fibre bristles to remove loose particles. Priming Porous Block: 1 coat Moorcraft Block Environmental Regulations Filler (145), Finish: two coats IronClad Retardo Latex Fire Formulated with non-photochemically reactive Retardant Paint(220)at a spreading rate of 300 sq. solvents. Formulated without lead or mercury. ft, per gallon per coat. Priming Poured and Precast Concrete:one coat Moore's Latex Enamel Underbody(345). Surface Preparation Finish: two coats ironclad Retardo Latex Fire & Finishing Systems Retardant Paint(220)at a spreading rate of 300 sq. Surface must be clean,dry and free of grease,wax, ft. per gallon per coat. rust, loose paint and mildew. Properly prime all Masonry, Repaint: Remove all peeling and scat- bare surfaces and dull glossy surfaces with ing paint by scraping or use of power equipment. sandpaper. All surfaces must be free of greasy or oily deposits. Wood, New: Surface should be sanded smooth, Glossy surfaces must be dulled by sanding. Scal- ing and peeling paint must be removed. and be free of dust, dirt or grit. Nailholes, cracks Primer: Spot prime as needed with Moore's Latex and blemishes should be puttied after undercoater Enamel Underbody(345). has been applied,then spot primed with the same. Finish• two coats IronClad Retardo Latex Fire Primer: Moore's Alkyd Enamel Underbody (217) Retardant Paint(220)at a spreading rate of 300 sq. applied at a spreading rate of 470 sq,ft.per gallon. ft.per gallon per coat. Finish: two coats IronClad Retardo Latex Fire Retardant Paint(220)at a spreading rate of 300 sq, Ferrous Metal, New: All ferrous metal surfaces ft.per gallon per coat. must be free of oily, greasy residue. Solvent and Wood, Repaint: All surfaces must be clean and rags should be changed frequently. When shop free of wax, grease and water soluble materials. coat is abraded and rust has developed,remove by Glossy surfaces should be dulled by sanding. sanding or wirebrushing to a sound surface. Remove all loose or scaling paint by scraping and Primer:one coat IronClad Retard-X Rust Inhibitive sanding. Latex Primer (162). Primer: Spot prime as needed with Moore's Alkyd Finish: two coats IronClad Retardo Latex Fire Enamel Underbody (217). Retardant Paint(220)at a spreading rate of 300 sq. Finish: two coats ironClad Retardo Latex Fire ft. per gallon per coat. Retardant faint(220)at a spreading rate of 300 sq. ft. per gallon per coat. Ferrous Metal, Repaint:Alt surfaces must be free of grease and oil, and cleaned in accordance with Plaster/Drywall, New: All plaster surfaces must SSPG-SPI "Solvent Cleaning," followed by re- be thoroughly cured for at least 30 days. Drywall moval of all loose, scaling paint by hand scraping surfaces must be free of sanding dust. or by use of power tools. Rusted surfaces to be Primer: 1 coat Moore's Latex Enamel Underbody cleaned in accordance with SSPC-SP2"Hand Tool (345) applied at a spreading rate of 250 sq, ft. per Cleaning" or SSPC-SP3 "Power 'tool Cleaning;' gallon. Glossy surfaces should be dulled by sanding. Finish: two coats ironClad Retardo Latex Fire Where heavy rust,corrosion and deteriorated coat- Retardant Paint(220)at a spreading rate of 200 sq. ings exist, the surface should be abrasive blast ft.per gallon per coat, cleaned in accordance with SSPC-SPC"Commer- cial Blast Cleaning." The surface should be blown Plaster/Drywall, Repaint: Remove all peeling or off with compressed air to remove traces of blast scaling paint, and sand these areas to feather products,and must be primed within 24 hours with edges smooth with adjacent surfaces. Cracks, ironClad Retard X Rust Inhibitive Latex Primer holes and blemishes should be filled and sanded (162). flush, then spot-primed. Greasy walls and ceilings Finish: two coats IronClad Retardo Latex Fire must be washed with a strong detergent solution. Retardant Paint(220)at a spreading rate of 300 sq. Glossy areas should be dulled and sanded. ft.per gallon per coat. x/26/1999 12:39 6416799 DUVAL PAINT AND DEC PAGE 04 Galvanized iron, New: All new galvanized iron Brush:Stir thoroughly and apply as received in the surfaces must be aggressively cleaned with min- container with a good quality brush. eral spirits, then primed with IronCiad Galvanized Roller:Stir thoroughly and apply as received in the Metal Latex Primer(155). container with a good quality roller. Finish:2 coats IronClad Retardo Latex Fire Retar- dant Paint (220) at a spreading rate of 300 sq. ft. Spray, Conventional: Thin as needed with small per gallon per coat, amounts of water, Spray, airless. Gun-Any type with trigger safety Galvanized Iron, Repaint: All surfaces must be and 3000 PSI working pressure; Fluid Pres- free of grease, oils and industrial contaminants, sure-1500.2000 PSI; Tip-.018 Orifice; Fliter-50 cleaned in accordance with SSPC-SP1 "Solvent mesh .012 screen spacing. Cleaning." Peeling or scaling paint must be re- moved by scraping, sanding or wirebrushing. Technical Assistance Rusty surfaces must be wirebrushed and sanded free of rust,then spot primed with IronClad Retard- Available through your local authorized indepen- X Rust inhibitive Latex Primer(182). dent Benjamin Moore & Co, dealer or your local Finish: two coats IronClad Retardo Latex Fire Benjamin Moore & Co. sales representative. See Retardant Paint(220)at a spreading rate of 300 sq. the Yellow Pages or your phone book. ft. per gallon per coat. Supplementary Information Application r Protect from freezing. Must be applied at the prescribed spreading raids a Caution! Do not take internally and film thicknesses to meet requirements of the w Close container after each use. Class A Fire retardant Rating. Apply when air or ■ Keep out of reach of children. surface temperature is a0°F(10°C)or above. Material safety data sheet available on request, RETARDO" Intumescent Action: Flame or Intumescent action excessive retards spread heat of flame Wood,plaster or wallboard 44 Paint film MOORE S.MOOR•O-MATIC,IRONCLAD,RETARDO,RETARD)(,and MOC)RCRAF'r are registered tradwarm d gprda,ryn Moore 8 Do. 332-Litho 10 U.B.A.-M i HICKSON CORPORATION 1955 Lake Park Dr_, Ste. 250 Smyrna, GA 30080 t Date: Tota( Pages: 15 (including this page} To: Q..ss T—,V, Com an : s�(�1,� �p y t�[ KlA -Phone: 7 - Pho 70!801 b600 From: Fax: 770/801 .1672 RECEIVED . M 2 �, 1999 City of Atlantic Beach Building and Zoning tee r_.att i- dLLYjfeA YlAurfe- ty, . On Lty1t UJ k I UJ00d a Mi ULU- l 2,OG _ -,� 5� 7� TOOHas ZS11�-HOS�I 4" %9TTOSOLL XVd L9:2T 66/9Z/TO i Identification j Classification Markings Ail the model codes require identification or markings of it Classifications are indicated in one of the following ways. nationally recognized testing agency on each piecc of fire - UL classification identification of fire retardant treated retardant treated wood-A generally accepted resting(agency lumber or plywood may include a specific numerical rat- is atis Underwritcrs Laboratories Inc(UL.).Materials tested by ing for surface burning characteristics,and if so qualified, UL are listed in their Building Materials Diru:tury under two the added statement that"in test of 30 minute duration,the categories: I flame spread did not progress more than 10.5 feet bcyond Lumber:To be eligible for classification as`Yue rethirdant the centerline of the burner,with no evidence of progm.s- treated,"lumber roust havc a flame spread of less than 70,or sive combustion"or an abbreviation thereof, namely, 70 percent of the flame "30 minutes",or spread of untreated lum- UND.LAB C Fite retardant tr+;ated lumber or plywood may be identi- ber of the same species, fed as"FR-S;'which denotes that the product has a whichever results in the FR-S LUMBER numerical rating of not more than 25 for both the flame lesser value. ISSUE No.4000 Id and smoke developed,IN ACCORDANCE WITH AWPA C 20 spread ped,and also Satisfies the Plywood:Listings apply I Interior Type A I 30-minute test. to plywood which has I UL classification does not include evaluation of toxicity of been treated to reduceUND_LAB INC products of combustion,nor of other properties of the prod- combustibility.and to etass►ErED I uct,such as strength,hygroscopicity,and moisture plywood consisting of FR-S PLYWOOD UL Building Materials Direct m p - treated cores with treated ISSUE:Na.00W I mental information(identifier, 1 j ct or untreated face veneers IN ACCORDANCE WITH AWPA C V Statement ). " which may or may not Interior Type A in! 2 1999 be prefinished. ';". City of Atlantic Beach Building and Zoning NEPA 703—Standard for Fire Retardant Impregnated Wood 1.Fre retardant treated wood shalt be defined as a�ry wood to be subjected to high humidity conditions shall wood product which,when impregnated with chemicals be identified to indicate that the treated wood has a by a pressure process,or other means during manufac- moisture content of not over 28 percent when tested in ture,shall have,when tested in accordance with ASTM accordance with ASTM 03201-Test Method for E84-Standard Test Method for Surface l3urning Hygroscopic Properties of Fre-Retardant Wood and Characteristics of Building Materials,a flame spread Wood-Base Products procedures at 92 percent relative index of 25 or less and show no evidence of significant humidity and 80 degrees F progressive combustion when the test is continues for an additional 20 minute period.In addition,the flamed front 5.Fre retardant treated wood shall be dried to a moisture shall not progress more than 10.5 feet beyond the center content of 19 percent or less for lumber and 15 percent fine of the burner at any time during the test. I or less for plywood before use. 2.All fire retardant treated wood shall bear an identification Note:Even though all fire retardant treated structural lumber mark showing the flame spread classification thereof, and plywood,to be thus classified,must meet fire retardancy j issued by an approved agency having a re•examdnation requirements of Item 1 above,other properties—such as service. I strength,resistance to heat degradation, hygroscopicity— Will vary between similar products of different manufacturers UJ 3.Where fire retardant treated wood is exposed to tt a depending on the specific,proprietary treatment Therefore, weather,it shall be further identified to indicate that there the use of an"or equal"clause is not appropriate when is no increase in the listed flame spread classification as specifying fire retardant treated wood. defined in Item 1 when subjected to ASTM D289$- Standard Method for Accelerated Weathering of Fire Specifications for fire retardant treated wood should there- Retardant Treated Wood for Fre Testing. fore include; 4.Where experience has demonstrated a specific need for ' Definition of all significant properties,or use of material of low hygroscopicity,fire retardant treated + Listing of all acceptable manufacturers and/or products 1 zoo 1z Has ZS110IHOSSOIH ZL9TT08OLL %yd L2:9T 66/9Z/TO Fore ResatVmt rrea►ed wood Building Codes Building codes regulate the construction and use of.ill build- which they are installed in the space."NFPA 13 is refer- ings and structures by establishing minimum requirements to enced by the major model codes,and sati�ftes the Life Safety ensure public safety,health and welfare. I Code. This provision is especially applicable to institutional An authority having jurisdiction,such as a township,county,or buildings designed with residential appearance. state.may have a proprietary building code prepared,or it may The full text of a particular code Should in all instances be adopt and/or adapt one of the major model building codes. used iu making the final decision on the use of fire retardant I treated wood or any other material or assembly, True model codes themselves are kept up to date by the authoring agencies through periodic supplements and revi- sions.Supplements and/or revisions do not automad6ally Fire Resistance Rated A�ssembties become part of a code as adopted or adapted by an authority Fire ratings in hours are generally assigned to assemblies, }laving jurisdiction except by specific legal action.Thus, such as door. wall or deck assemblies,and not to individual even if a new edition of a given model code is available, the components.Descriptions of fire resistance rated assemblies edition in force may be a different one. I incorporating structural lumber are listed in several publica- G nerally,code requirements are subject to rather n ow tions,with the following being those generally referenced in and literal interpretations;that is,a particular provision model building codes: under one set of conditions may not apply to a sinvlar set of • Fire Resistance Directory,published by Underwriters conditions. I Laboratories. ■ Fire Resistance Ratings,published by Engineering and Fire Returdicnt Treated Woad Safety Service of the American Insurance Service Group. The uses for fire retardant treated wood as an altemative to Fire Resistance Design Manual,published by the Gypsum noncombustible materials are specifically noted in the model Association. building codes,which have been included in this brochure. The codes classify materials into three categories_ I • Uniform Building Code,including a listing of fire icsis- tance rated assemblies. • Noncombustible materials which are thus by natwr ,and those qualifying under a referenced standard for noncore- Some model codes and local building officials will accept bustibility,such as ASTM E]36-Test Method far Behavior the Component Additive Method(CAVI)for calculating fire resistance in lieu of actual assembly testing. The CAM of Materials in a Vertical Tobe Furnace at 750'C. + concept entails adding the resistance rating of individual • Combustible materials are those that do not qualify for a components to quantify the resistance rating of the assembly. noncombustible rating. • Fire retardant treated wood is classified by itself,i.e. The lumber and plywood used in razed assemblies or CAM i listings are usually not identified as being untreated or neither as a noncambustible oar as a combustible matcri- ai. FR.W but the model codes gencnully do require that any , wood used in noncombustible types of construction be fire In general,the codes pemrit the use of fire rctardant m=ated retardant treated. wood in specific components and/or locations as a substitute for noncombustible materials in cases when combustible Also,due to wood's natural ability to insulate, wood may be marerials including untreated wood are not pernaitted� more acceptable than unprotected steel in fire resistant A s eci rc P rovisinn or the use o assemblies. P f }� f j�rc retardant treated woad is included in NFPA 13-Standardfar the Installation of Sprinkler Systems, which permits the omission of spri?Wde" For more information on CAM,contact the AFPA and ask ,from concealed spares "when the exposed surfaces helve a for the brochure, "Component Additive Method(CAM)for flame spread rating;of lest/than 25 and the surface materials Calculating and Demonstrating Assembly Fire Endurance." have been demonstrated not to pfopagatc fire in the jnrm in Publication T-20. 6 coo Q� Has JIGO-HOODIH %9TTOOOLL XVd L9:9T 66/99/TO National Building Code BC��A ,� 1993 Edition,published by Building Officials and Cade Administrators International, Inc. Uses I Applications 1.Noncombustible types of construction:Untreated wood is Walls and Partitions in Type Y and Type 2 not permitted.Fire retardant treated wood may be sed in Constrw&n - Noncombustible specific instances. Walls and partitions shall be constructed of approved non- 2.Combustible types of construction: Untreated wood is combustible materials and protected to afford the fire resis- permitted. In specific instances the use of fire retardant tante rating required,except that fire retardant uvatcd wood treated wood will offer cast advantages or ease]imitations may be used in: imposed. Note:Shaded areas indicate permitted uses of FRTW Criteria Mixed Use Exit Fre Separation Section 2310.0 requires that: • Fire retardant treated wood,where permitted in Type 1 and Type 2 construction,shall not be utilized in loadbearing FRTW walls or in assemblies with a required fire resistance rating Permitted of more than one hour. I Shaft • Fire retardant treated wood,when tested in accordance with ASTM E84, has a flame spread rating of nor�reater than 25 without evidence of significant progressive com- bustion when the test is continual for a period of 30 min. utes, and the flame front shall not progress more than 10-5 feet beyond the centerline of the burner. Elevator • Fire retardant treated wood shall be dried to a morst�rife content of 19 percent or less for lumber and 15 percent or 1 Fire separation assemblies other than fire enclosures for less for plywood before use. I exits,shafts,elevator hoistways,and for mixed use sepa- Design values for untreated lumber shall be adjusted for :rations where the required fire resistance:rating is one fire retardant treated lumber based on an approved hour or less (Table 602). method of investigation. 2.Fire partitions for exit access corridors and tenant space • Fire retardant treated wood shall bear the identification of Separations(Table 602). an approved testing or inspection agency. 3.Dwelling;unit separations(Table 602). • Fire retardant treated wood.,when exposed to the wl ther, 4.Nonbearing partitions(Table 602). shall be further identified to indicate that there is no 1 increase in listed flame spread after weathering in actor- 5_Interior panirions: In structures of Typ.1 and'Types 2A dance with ASTM D2898. I and 213,except in Occupancy Groups i and R,partitions of single thickness constructed of fire retardant Heated • Fire retardant treated wood subjected to high-humidity wood may be used to Subdivide a space,provided that: conditions shall be identified to indicate that the treated wood has a moisture conurnt of not over 28 percent when The area subdivided does not exceed 7,500 square fest tested in accordance with ASTM D3201. between fire separation assemblies or fire walls, and such partitions do not establish a corridor serving an occupant load of 30 or more in areas occupied by it single tenant (Section 603.2). • When untreated wood is used, the area subdivided shall not exceed 5,000 square feet. 7 tQp� UaS S121111-MOSxoIH ZL9TT0t34LL XV3 LS:ST 66/9Z/10 i BCCA National Building ;Cade Kiosk in Covered Malls I Fire and party walls shall be continuous from foundation to two feet eight inches above the roof surface when the roof Combustible kiosks.in covered malls are not permitted decd is combustible,except that they may terminate at the unless constructed of fire retardant treated wood throughout underside of the roof dark,provided that: (Section 402.15)_ Roof sheathing or deck shall be constructed of approved Roofs in Type X and Type 2 Consftc o i - noncombustible materials or of fire retardant treated wood Noncombustible for a distance of four feet on either side of the wall (Section 707.5.2). Note:This eliminates the need for coping on top of the wall and flashing and counterflashing at the roof level as well as the cost of the additional wall construction. Lowest Member Exterior Trina Ceiling 1 ---- I Combustible exterior trim,when not of fire retardant treated Required Determining wood complying with Section 2310.0 for exterior installa- Distance tion,shall not exceed 10 percent of an exterior wall surface Floor t- area where the fire separation distance is 5 feet or less Permitted uses of fire retardant treated wood for roofs in (Section 1406.2.2). Type 1 and Type 2 construction are contingent on the dis- Cooling tante between the lowest part of structural framework of the Tower roof and the floor immediately below.When such distinct is: • 15 feet or less:fire retardant treated wood is permitted in Tower Type 2 construction;not permitted in Type I construction (Table 602). 1 • More than 15 feet but less than 20 feet_furs retardant treated wood is permitted in Type 1 and Type 2 construc- Balcony tion(Table 602). • 20 feet or more.omission of all fire protection of the structural members is permitted(Section 914.3).Roofs shall be constructed of noncombustible materials of of fire retardant treated wood,without a specified fire resis- .tance rating(Table 602 and Section 714.4). Roof Deck at Fire Walls in Combustible es Balconies and Similar Appendages of Construction All balconies,porches,decks, and supplemental exterior stairways attached to buildings of Types 3,4, and 5 shall be Fire or of fire retardant treated wood or,if of combustible construc- ` Parry Wall tion,shall afford the fire resistance rating required by Table Combustible 602(Section 1406.4). Deck Cooling Towers FRTW Cooling towers erected on roofs of buildings when the base Deck I of the tower is more than 55 feet above grade plane;shall be constructed of noncombustible materials or of fire retardant Fre or Party Wall ; treated wood(Section 1510.8). 8 500 1 Has ZSII., 140SX01H %9TTOSOLL XVd L5:5T 66/9Z/TO Miscellaneous Roof Structures system A Towers. spires,dormers or cupolas,when their height exceeds Top of Wail 85 feet above grade plane,or when their arca at any horizon- tal section exceeds 200 square feet,or when used foci any pur- pose other than architectural embellishment,shall be hof Type Finished Ceiling 1 or Type 2 construction,or of fire retardant treated wood +12'-0- (Section 1510.9). I Finished Floor ,Interior Finish and Trim • The use of a surface finish of paper,or a material bf no greater fire ha=d than paper,shall not be prohibited However, such finish must not �—40'-0"--*-� Exit exceed 1/28 inch in thickness 3.Metal roof deck: 1-1/2"deep,22 gauge,galvanized and must be applied directly to 4,Steel bar joists:24LH04 at 5'-0"on centers a noncombustible base or a substrate of fire retardant System B—Roof assembly with 1+'RT wood trusses treated wood conforming 1.Roofing:Inorganic asphalt shingles over No. 15 felt to the require='uts of underlayment Section 231010 2.one layer of 112"thick FRT plywood sheathing (Section$0:x.1.1). 3.Light wood trusses of fire retardant treated lumber at 2'-0" on centers • Where th I interior 4.Foil faced glass fiber insulation between trusses: 6"thick finish is set out or with R=19 dropped distances greater than 1-3/4 inches,only material of which both Average cost of assembly B is about 5 percent less than faces qualify as Class I shall be used,except that Class II assembly A, which does not include further savings for reduction in height of exterior walls while maintaining same or]Ii materials are permitted in lieu of Class I when f -floor-to•ceiling height- attached eightattached to backing complying with Section$04.3 (Section$04.2.2,Exception 2). • The backing for Ciass•11 and Class III finish mate als less System B than 1./4 inch thick shall be noncombustible or of fire retardant treated wood complying with requirement of Section.2310.0(Section$04.3)- i Top of Wall +12'-8" Design Consideria#ions FF1TW Finished Ceiling Savings Using Fire Retardant Treated Wood Trusses +12'-0" Trusses in Lieu of Steel Bar Joists Finished Fioor Two roof assemblies for the same basic one story liglu com- ,0'_0• mercial building are compared;both should be classified a5 Type 2C consi ruction under provisions of BOCA Na nal Advantages of System A over System 13: I Building Coda, 1.Venting of ceiling plenum not required Common features of both: 2.Extent of any required fire rated partition for tenant sepa- l. 12"concrete block for bearing walls I ration is less above finished ceiling 2.2*x 4'mineral fiber acoustic tile in exposed grids i pen- Advantages of System B over System A: sion system for ceilings 3.4''concrete slab on grade for floor i 1.Lower cost of roof assembly 2.Exterior walls 2 feet lower 4.Same floor-to-finished-ceiling height 3.Positive roof drainage,less possibility of leakage System A—Roof assembly with steel bar joists 4.Less expensive roof drainage system 1.Roofing membrane:4-ply built-up,gravel surfaced 5.HVAC ducts may be run within truss space 2.insulation:2-1/2"urethane with R=20 I 9 900 In Uas isfiD NOMIH ZL9TT080LL Xv,d L9:5T 66/99/TO i DFi1CON� Fire Retardant Treated Wood SBCCI Standard Building Code 1994 F„didom published by Southern Building Code Congress International, Inc. Uses I • Exterior nonbearing walls or panels may be of noncom- 1.Noncombustible types of construction: Untrcatedl wood is bustible materials or of fire retardant treated wood whenhorizontal separation is more than 30 feet(Nota:k to not permitted Fire retardant treated wood may be used in Table 600). specific instances, I Note:Shaded areas indicate permitted uses of MW 2.All types of construction: Fire retardant treated woad or noncombustible materials required in specific instances. I Roof Criteria Construction I • Flame spread classification shall be 25 or less and show no evidence of significant progressive combustion for a period of 30 minutes,and the flame front shall not Nonbearing progress more than 10.5 feet beyond the center line of the Exterior burners at any time when tested in accordance wild Wall Panels ASTM E84(Section 202). or Exterior Walls • All fire retardant treated wood products shall bear identifi- cation showing surface burning characteristics,issued by an approved agency having a re-examination service Townhouse Fire Separation (Section 2301.$.2). Walls separating townhouses shall have a parapet not less • When fire retardant treated wood products are to be than 18 inches above the roof line,or,when terminated at exposed to weather,they shall be further identified as the underside of the roof sheathing,the roof sheathing shall Exterior Type,indicating that there is no increase in listed be of noncombustible material or file retardant treated wood; fire classification when subjected to ASTM D2898 or 5/8 inch thick Type X gypsum board shall be attached ro (Section 2301.8.3). roof decking for a distance of 4 fc~et minimum on each side • Where experience has demonstrated a specific need for of wall(Section 704.4.1 and 704.4.2). use of material of low hygroscopicity,fire retardant treated wood shall be identified as Type A(Section 2301,8.4).. — Fire Wall • Allowable unit stresses for fire retardant treated wood shall be developed front an approved method of WIvestiga- Combustible tion(Section 2301._8.1). Deck • Subsequent to treatment, fire retardant treated lumber and FRTW Deck plywood shall be dxied to a moisture content of 19 percent Combustible Deck or less for lumber and 15 percent or less for plywood. Identification mafk shall show method of drying after FRTW Deck treatment(Section 2301.8.5). Wall Separating Townhouses Applications V Exterior Walls and Roofs Construction Type I,'lppe II,and Type IV; Eire Wall Extensions Fire walls sball extend not less than 3 fent above the roof, • Fire retardant treated wood may be used for roof con- except fire walls need not extend above the roof in Types Ill, struetion for buildings two stories in height in any group `T and'VI construction when the roof is constructed of fire of occupancy(Note a to Table 600), retardant treated wood for a distance of 40 feet minimum on each side of the wall (Section 704.5.1.1). 10 L00 Z Has 1511V I lSOSx�IH ZOTTO80LL %V3 L9:5T 66/99/TO i Partitions in All Types of Construction � Balconies and Bay Windows • Nonbearing partitions in Type I and Type II construction Balconies not used as required exits and bay windows shall shall be constructed of noncombustible materials,i except be of the same type of construction as buildings they are that fire retardant treated wood may be used for fir=ming attached to, except that exterior fire retardant treated wood is members in such partitions (Section 609.2.1). i permitted in buildings three stories or less for Type I and Type IT exterior walls(Section 1404.2). Canopies Canopies attached to buildings when located in fire districts, or when less than thirty feet from an interior lot line or another structure.shall be constructed of noncombustible materials,or of fire retardant treated wood,or of wood of Type TTI-Heavy Timber sizes,or of one-hour fire resistant construction(Section 3106.2 and Section F 102.2.8). j Interior Finish The use of a surface finish of paper, or a material of no greater fire ha7ard than paper,is not prohibited-However, Note: tions for Grou I Restrained deco anI such finish must not exceed 1/28 inch in thickness and and Type II Construction shall be of noncomb hstibleI mate- must be applied directly to a noncombustible base or a I � a(Section 704.2.2.1.2). I substrate of fire retardant treated wood conforming to the alsrequirements of Section 2301-0 (Section 803.8.2). + Partitions in Type N construction shall be constructed of noncombustible materials,except that framing members of Fait fire retardant treated wood may be used(Section 609.2.3). Exterior Veneer Height of wood veneer,when of exterior type fire rerl rdant treated wood,may be increased to four stories in heibt. Untreated wood veneer is limited to two stories(Section 1403_b.8.1). Architectural Trina All architectural trim,such as cornices,attached to exterior walls of buildings located in fire districts shall be construct- ed onstructed of noncombustible materials or of fire retardant trdated wood only(Section F IO2.2.7). I • Where walls and ceilings are required to be fire resistance i rated, or of noncombustible materials,or of fire retardant I treated wood,and where walls are set out or ceilings dropped more than 1-3/4 inches,Class A finish materials shall be used except where finish materials am protected on both sides by automatic fire extinguishing systems or Ca lopy are attached to a noncombustible or fire retardant treated Tdm wood backing_Rangers and assembly members of dropped ceilings which are below the main ceiling line Balcony Veneei shall be of noncombustible materials or of fire retardant Bay Windpw treated wood(Section 803.8.2). � 11 900HHS ISM-NOS} M ZL9TTO90LL %V,d L2:9T 66/9Z/TO A Fre Rowdant Trealed Wood ICB0 Uniform Building Code 1994 Edition,published by International Conference of Building OfficialsUses Applications 1.Noncombustible types of construction:Untreamd'wood is Partitions not permitted.Fine retardant treated wood may bel used in � specific instances as defined in the code. Construction Type I • Walls and permanent partitions shall be of noncombustible 2.Combustible types of construction: Untreated wood is materials except that nonbearing partitions of one-hour or permitted,but in specific instances the use of fire retar- two-hour fire resistive construction which are not part of a dant treated wood may either be required or its use may shaft enclosure may have fire retardant treated wood within ease limitations imposed by the code,or may offer cost assembly(Section 602.1 and Table 6-A). advantages. Note:Shaded areas indicate permitted uses of FRTW Criteria Exit Section 207-F contains a definition of fire retardant Heated FRTW Permitted wood,requiring that: • Fire retardant treated lumber and plywood, when tested in accordance with U.B.C.Standard 8-1 for a period hof 30 Shaft minutes, shall have a flame spread rating of not ower 25 and show no evidence of progressive combustion_iIn addition,the flame front shall not progress more than 10.5 feet beyond the center line of the burner. f • Fire retardant treated wood which may be exposed to the %�� Ceiling weather shall maintain the fire retardant classification when tested in accordance with the rain and weathering tests of U.B.C.Standard 23-5 and shall be identified as Exterior Type. • Fire retardant treated wood,where exposed to high Construction Type 11 humidity conditions, shall be subjected to the hygroscopic Walls and permanent partitions shall be of noncom- test and identified as Interior Type A in accordance with bustible materials for Type II-Fire Resistive,except that U.B.C. Standard 23-5. i nonbearing partitions of one-hour or two-hour fire resis- •' Fire retardant treated wood shall bear identification show- tive construction which are not part of a shaft enclosure ing the fire performance rating thereof,issued by an may have fire retardant treated wood within the assembly approved agency having a service for inspection at,the (Section 603.1 and Table 6-A). factory. Walls and permanent partitions shall be of noncombustible • Fire retardant treated wood shall be dried following treat- materials for Type U-Cine Hour,except that nonbearing Partitions may use fire retardant treated wood within the ment to a maximum moisture content of 19 percent or less for solid-sawn lumber and IS percent or less for assembly,provided fire resistance rating requirements are plywood(Section 2303.3), maintained(Section 603.1 and Table 6-A). • Adjustment of allowable stresses for fire retardant treated Special Provisions wood shall be made in accordance with provisions of Interior nonload-bearing partirions dividing portions of Section 2304.3. stores,offices or similar places occupied by one tenant only and which do not establish a corridor serving an occupant load that would require it to be of fire-resistive construction may be constructed of noncombustible mate- rials,fire retardant treated wood. or be of one-hour Are- resistive construction (Section 601.5.2.1). 12 600 In HHS ,LS110-HOMIll ZLMOSOLL YVd L2:ST 66/9Z/TO i Interior nonload-bearing partitions within individual Interior Finish dwelling units in apartment houses and guest rooms or . Where ceilings are dropped more than 1-3l4 inches,hang- suites in hotels,when such are separated from each other ers and assembly members of such dropped ceilings shall and from corridors by not less than one-hour fire-resistive I be of noncombustible materials,except that,in Type I I I construction,may be constructed of noncombustible and T,pe V construction,fire retardant treated wood may materials or fire retardant treated wood in buildings of be used (Section 803)_ any type of construction(Section 501.5.2.2). Exit Exterior Walls Construction Type 1U and 1 +pe IV Exterior walls shall be of noncombustible materials,I ceps that framing of fire retardant treated wood may be used within the assembly when Table 5-A allows a fire resistive rating of two hours or less.provided the required fireiresis- tance rating is maintained and the exposed outer and inner faces of such walls are noncombustible(Section 503.43)_ r, nor I�' Wall Framing Wood V I neer ' Exterior Wood Veneer j Untreated wood veneer may extend to a height of 15 feet above grade.When fire retardant treated wood suitable for exterior exposure is used,such height may be increas�d to 35 feet(Section 601.5.4). Service Stations Marine ormotor vehicle service stations,including canopies and supports over pumps,shall be of noncombustible mateDI - rials,fire retardant treated wood,or of one-hour fire resis- tance rated construction(Section 311.2.3.2). j 13 OTOIn HHS ISM-HOS} M U9TTOSOLL %V3 L5:5T 66/9Z/TO s Fire Retardant Treated Wood I Other Codes CABt7 One and Two Family treated wood for a distance of 4 feet on each side of the wail, Dwelling Code or a Iayer of 518 inch Type X gypsum board is attached to the underside of the roof decking or sheathing for a distance Published by Council of American Building Officials I ff cialsI of 4 feet on each side of the wall(Section R-218.2.2). Dwelling Unit Separation i N FPA 101-Life Safety Code Townhouses shall be separated by a parapet wall extending not less than 30 inches above the roof where roof suki aces Published by National Fire Protection Association adjacent to the wall are at the same elevation, or 30 'inches Fire retardant treated wood is not specifically included in above the lower roof where roof surfaces are. at different elevations but less than 30 inches apart. the code.Requirements for Class A interior finish specify a I flame spread rating value of 0-25 and smoke developed of Parapets are not required where the roof decking or sheathing 450 or less,requirements which would be mel by fire retar- is of noncombustible materials or of approved fire rel rdant dant treated wood. I References Model Building Codes General BOCA Building Officials&Code Administrators i AFPA American Forest and Paper Association International Formerly_National Forest Products Association 4051 W.Flossmoor Road 1111 19th Street NW Country Club Hills,IL 60478 Washington,DC 20036 CABO Council of American Building Officials ANSI American National Standards Institute,Inc. 5203 Leesburg Pike I I I West 42nd Street Falls Church,VA 22041 I New York,NY 10036 TCBO International Conference of Building Olrcaals APA The Engineered Wood Association 5360 South Workman Mill Road Formerly:American Plywood Association Whittier,CA 90601 7011 South 191h St SBCCI Southern Building Code Congress International;Inc. Tacoma,WA 98411 900 Montclair Road ( ASTM American Society for Testing&Materials Birmingham,AL 35213 1916 Race Stmt Philadelphia,PA 19103 Fire Resistance Ratings I AWPA American Wood-Preservers Association P.O.Box 286 AISG American Insurance Services Group,Inc_ I Woodstock. MD 21666 Engineering and Safety Service I AWPI American Wood Preservers institute 85 John Street 1945 Old Gallows Rd.,Suite 150 New York NY 10038 Vienna,VA 22182 GA Gypsum Association i FPL Forest Products Laboratory-USDA 810 First St. NE f1510 I 1 Gifford Pinchot Dr. Washington,DC 20002 i Madison,WI 53705 UI, Underwriters IAbomtorias Inc. I NI'PA National Fire Protection Association 333 Pfingsten Road I Batterymarch Park Nonhbrook.IL 60062 Quincy.MA 02269 SFPA Southern Forest Products Association P.O.Box 52468 New Orleans,LA 70152 WWPA Western Wood Products Association 1500 Ymn Building - I 14 Portland,OR 97204 TTO12] HHS 1S110-110SXDIH ZL9TT080LL XVa L5.5T 66/9Z/TO i Standards and Test Methods The following tests and standards are generally mfie i need Surface Burning Characteristics in model codes: - j 1soo° Fire Retardant Treatment j AWPA Standard C20(Structural Lumber—Fire Rctaidant100 rating 1200° Treatment by Pressure Processes), published by the 95 American Wood-Preservers'Association,requires that: Red oak • Treatment shall be in accordance with AWPA Standard 0° so Cl, as modified by this Standard. Furnsecw:ro TemperatUro PF Z2$ • Wood trust be inspected by an independent,qualifiedsoo• FRT ood test agency, and each piece shall bear identification of a rating such agency certifying the rating. I aabostos Hoard AWPA Standard C27 (Plywood—Fire Retardant 3000 ri I Treatment by Pressure Processes),published by American Wood-Preservers'Association, includes requirements similar to those under AWPA Standard C20. 0 2 4 s a 10 Time,minUtes I .Exposure to Weathering I •UL 723-Standard Test Method for Surface Burning A Characteristics of Building Materials was developed by • ASTM D2898#—Standard Methods for Accelerated Underwriters Laboratories Inc. and subsequently adopted ' Weathering of Fire Retardant Treated Wood for F-i I ic by ASTM as Standard E84. Testing.These methods cover durability of fire retardant treatment of wood under exposure to accelerated*(,-ath- 'ASTM E84-Standard Test Method for Surface Burning ening- Specimen is subjected to exposure cycle of twelve Characteristics of Building Materials is essentially the IS one-week cycles, each consisting of 96 hours of water same as UL 723.It also has been adopted by ANSI. exposure and 72 hours of drying_ It is further required .NFP A 255-Method of Test of Surface Burning that the test for Surface Burning Characteristics be per- Characteristics of Building Materials is essentially the formed after completion of this test. same as UL 723 and ASTM E84. •UBC Standard 8-1 Test Method for Surface-Burning lu ,�i[rfaCe Burning Chm'aeterrstzcs Characteristics of Building Materials is based on Standard Standard tests for surface burning characteristics of materials Test Method ASTM E84_ 0 referenced in the model codes as a basis of acceptance of ;fire retardant treated wood are all essentially the same. Types of FRTW These tests are intended to provide comparative measure- mens of the burning characteristics of a material by evaluat- Types of fire retardant treated structural lumber are ing flame spread over its surface on a scale of zero for identified in American Wood-Preservers'Association asbestos-cement board and 100 for select grade red o�ik, (A)WA)Standard C20, titled Structural Lumber-Fire under specific fire exposure conditions_ Retardant Treatment by Pressure Processes. Rate of flames read arta the smoke densTypes of fire retardant treated plywood are identified in p ty are recorded Rate C27, titled Plywood-Fire Retardant during these tests. Flame spread and smoke density are not Treatment by Pressure Processes. necessarily cormelated,To be accepted as fire retardant treated wood, both Iumber and plywood must have a flame slirc:ad rating of 25 or less and a smoke developed rating of not more than 450_ i Is ZTOIn HHS ZSIDIIXVOI�IIi ZL9TT09OLL Xvd L2 2T 66/9Z/TO i Fire Retardant Treated WOOO I The types identified in above standards are the salve for ASTM D3201-Standard Test Method for Hygroscopic both structural lumber and plywood. I Properties of Fre Retardant Treated Wood and Wood- Interior Type A: for use where experience has demon- Base Products covers moisture absorption of wood. strated specific need for material of low hygroscopicity. This ASTM test describes the method for determining the Material shall have an equilibrium moisture content of not moisture content of fire retardant treated wood after expo- over 28 percent when tested in accordance with ASTM sure to a standard high relative humidity condition.of 90% D3201 at 92%t 2%relative humidity. , � t 3% at$0°F t 4°.The results then define the type of Interior Type B: for use where there is no specifi,6 need treatment. for material of low hygroscopicity. Material shall have an Hygroscopic properties of fire retardant treated wood may equilibrium moisture content of not over 28 percent when be,depending on chemicals used in treatment, far greater tested in accordance with ASTM D3201 at 78%t12%a than those of untreated wood, particularly at higher tela relative humidity. tive humidity conditions, and such higher hygroscopicity Exterior Type:for use outdoors where subject to rainfall. may cause staining, poor paint adhesion and corrosion of Material shall show no increase in fire hazard classification metal fasteners. when subjected to standard rain test in accordance with ASTM D2898, Method A. i Fire Resistance Note: Interior type fire retardant treated lumber and ply- This is a rating of the period of time a building or building wood should be protected from exposure to rain of to component maintains the ability to confine a fire or con- extreme dampness. j tinues to perform a given structural function or both, as determined by specific tests. Fire retardant treated wood Hygroseopk*y I may be used in specific rated assemblies as described in the references noted on page 14 or through Component Hygroscopicity is the degree to which a material gains or Additive Method calculations. loses moisture from the atmosphere as the relative humidity changes, Benefits of Dricon FRTW ■ 40-year materials-and-labor builders warranty ■ Original, patented formulation still in useYs: * Not a single case of heat degradation since its introduction in 1981 ■ Used in countless applications and under diverse conditions I ■ Proven protection on all swiaces and throughout ■ FR chemicals by the world's largest producer of plywood sheets wood treatment chemicals i ■ EPA-registered protection against termites and ■ FRT wood produced by quality-minded licensed fungal decay treaters I ■ HUD materials release no. 1261 ■ Plywood made using only Group One species with i Rrst to be issued a national code compliance a minimum of four plies report(NER-303) I ■ Reduced insurance rates in many applications 16 £TOf�j Has lsll� ZL9TTo80LL 7Nd L8:8T 66/9Z/T0 i L I Specification Guide for FRTW in Weather-Shielded Applications PART 1 - GENERAL 1.01 PRODUCT IDENTIFICATION t Lumber and plywood shall be pressure-treaied!with DriconO fire retardant chemicals or other listed chemicals with follow-up inspection provided by Underwriters Laboratories, Inc.Each piece shall bear the UL label or imprint certifying a Class A/ Class I flamespread rating,an interior Type A product and kiln dried after treatment(KDAT).Each piece shall Carry a National Evaluation Services report number. 1 PART 2 - PRODUCTS 2.01 LUMBER f A. Provide dressed lumber, 84S, unless otherwise indicated. B.For light framing provide: 1.Studs: (grade, any species) (grade and species) or(stress grade) sl 2.Other light framing provide: (grade and species)or(stress values) C. For structural framing provide: (grade and species)or(stress values) 2.02 PLYWOOD A_Provide performance rated plywood for floor,�wall or roof sheathing(panel grade) B.Provide plywood for floor,wall or roof sheathing (grade) (species) 2.03 FIRE RETARDANT TREATMENT A Dricon®fire retardant treated wood manufactured by one of Hickson Corporation's licensed producers. I I --OR-- Fire Retardant Chemicals I A.The fire retardant chemical provides protection against termites and fungal decay and must be registered for use as a wood preservative by the U.S.Environmental Protection Agency. B_All fire retardant wood must have a ffamespread of less than 25 when tested in an extended 30-minute tunnel test in accordance with ASTM E-84, NEPA 255 or UL 723, C.All lumber must be kiln dried to a maximum Moisture content of 19 percent'gfter treatment.Ali plywood must be kiln dried I to a maximum moisture content of 15 percen i after treatment. D.All fire retardant wood must comply with the requirements in AWPA Standard 0-20 for lumber and C-27 for plywood. I E.Carbon steel, galvanized steel,aluminum,copper and red brass in contact with the fire retardant treated wood must exhibit corrosion rates less than one mil per year whenitested in accordance with Federal Specification MIL-L-i 9140 Paragraph 4.6.5.2. F The fire retardant chemicals used to treat the 1 i tuber must be free of halogens,sulfates and ammonium phosphate. G.Testing on the fire performance,strength and corrosive properties of the fire retardant treated wood shall be recognized by issuance of a National Evaluation Services Report. I PART 3 - EXECUTION 3.01 FIELD CUTS Do not rip or mill fire retardant treated lumber.Only endl cuts. drilling holes and joining cuts are permitted unless the material carries a UL]approved milling after treatment classification.All cuts on plywood are considered end cuts due to the nature of the product. 3.02 APPLICATION Dricone fire retardant treated plywood used in structural applications shall be graded or span-rated material that has been applied using the design adjustments provided in NER-303.A�corrosion resistant fastener,such as hot-dipped galvanized nails,or better, shall be used. Dricon FRTW shall not be used in rooq designs employing a radiant barrier located beneath the bottom surface of the sheathing. I 3.03 FASTENING Nailing schedules and panel spacing shall be in accordance with the Design and Construction Guide for Residential and Commercial Uses(1993) of APA—The Engineered Wood Association.The use of plyclips is also required where specified by the APA.It should be noted that APA does not permit the use of staples for untreated plywood, DricorP FRT plywood shall be nailed and not stapled_ , � 17 Has 1s11D X0sSDI1i ZL9TT090LL yv,3 LS:5T 66/9Z/T0 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING BUILDING PERMIT PERMIT INFORMATION. ' LOCATION INFORMATION; Permit Number: 17723 Address: 121 PINE STREET Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Proposed Use: DUPLEX Lot(s):682 Block: Section: 0 Contractor: AIR SYSTEMS Book: Page: Square Feet: Subdivision: SALTAIR SECTION #3 Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 1/29/1999 Name: KENNETH A. MASSEY Total Fees: 61.00 Address: P. O. BOX 50218 Amount Paid: 61.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 1/28/1999 Phone: (904)543-0183 Work Desc: INSTALL CENTRAL HEAT AND AIR APPLICATION FEES PERMIT 61.00 lnspqctionsRequired�!��' ROUGH MECHANICAL FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I Date: 1/29/99 81 Receipt: 0038384CHECKS 8316 A NTIC BEACH UILDING DE 88188883221888 BUILDING AND ZONING INSPECTION DIVISION 1171V CITY OF ATLANTIC BEACH A7.LANTIC .9ACH, FILORtbA 80'43Z APPLICATI0 N FOR MECHANICAL PERMIT '-UU:F� NUmiER IMPORTANT — Applicant to complete all items ;n sections 1, 11, 111, and W. LOCAYiON Proof Address, OF BUILDING 11. IDENTIFICATION — To be completed by a!l applicani6 . Al, conlicierlijizn of permit q'ven (of doing lho wvA as dov:41tod in Oho ob— 0-31i'--mom �q isrploy 071t* !0 porlomt saicl 'vork in ecwjorms , with ths altozhyd piens and 4p@4if;CbCvnS Whish ate a part ha'0CJ and in -;vi !`:a c,iy of !6tksonvdlv, oedimancm and 0imdards of 9004 f mer F AD as C pfratilor I Print) k r-,Y2TLWI� OF CA-LILLaL., T W(, —� Name of jlp . MEADE property Owner CAC057553 $11801wre of Owner Sipslur* of or Authetitod Agent Architect *1 Engi-tr 111, WRAL INFORMATION won A, lyps of hoisting Nob IS OTVJZR CONSTAUt'.TiON DZING DONON c THIS 61)(1-01NO OR IRI TE (3 Gas—C) V C3 Netw6l C3 C*4401 UtillitY IF VIM, owe "040.ER or CONSTRUCTION (3 04 PERMIT 7 0 0'vi%sr — Spvglfy mqcml Nr.AL loulpmmy To of IP41TALLO NATWIlt:OF WOF(K 1p#gvid*camplots,litt of coonpoov"h on b4ch of this form) IEl Res.lder0ial vir CJ C;ommerclal wl"H-0611 0 $pact C3 R*46#*J ll Genteel E) Fk4w Fr'--Now OulldIng 13 R00"I Er'6""I 0 Existing Fluliding zf0i 0 (, Floplacoment 01 ri$t(ng 4619m em 0 Naw Instollitiloil(Nc eyolern proylously Irlatillitled) 0 Extension or acid.on to existing sysile-10 Cl- other — Specify Fifs-1pAnklors. Nvonbw of hada. C) j*y&jW 0 MS%Ilft C) ElC4ll109t—�("Vfflb-Vrl IHIS WACt 001%. 0MCII U" ONLY (3 , 13 Unfired p#*"vr*vesw Pormli Approvod by-- —, Do 13 vollors P*mlt Fee- 00W LIST ALL EQUIPMENT Alll comilloNING AND UPRIGENLAlrION FQUIPMPNT cawity APPMVIAN modal Numbsr m"lAfm4tw*r (TOMY ^sow A L ffA G • FUMACES, BOILERS, FIREPLACES REA N App"Ov T, mumberVAltim Dit"Itpuan Xo0ol Numbor WoAtituUmir CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION' Permit Number: 17724 Address: 123 PINE STREET Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Proposed Use: DUPLEX Lot(s):682 Block: Section: 0 Contractor: AIR SYSTEMS Book: Page: Square Feet: Subdivision: SALTAIR SECTION 3 Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 1/29/1999 Name: KENNETH A. MASSEY Total Fees: 61.00 Address: P. O. BOX 50218 Amount Paid: 61.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 1/28/1999 Phone: (904)543-0188 Work Desc: INSTALL CENTRAL HEAT AND AIR APPLICATION FEES PERMIT 61.00 InspqpfionsRequjred�� ROUGH MECHANICAL FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW, C #61.88 14 � Date: 1!29!99 81 Receipt: 8838384 ATLANTIC BEACH UILDIN EPT. 88188883221888 8316 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH KILANTIG REACH, FLORIDA AP233 C APPLICATION PCXR MECHANICAL PERMIT _Fitt.-IN NIJMSE " IMPORTANT , -• Applicant to cornplete all iterns in sections I, 16, IPI, and IV. LOCATION I. Straat Address,_/ OF Intetsaoting streets: astwaan_-! WILDING Ii. IDENTIFICATION --- To be completed by all applicants . _ In eonsldvationof p7rmit q!von for doing the wort, as des,41tod in the sb—.,e sia!o:r,ons wa her6V cp" to porform stid wa work in etec•danc with the ottatfyd plans and iGo:ifications wh;h are a pert he•e+ri and in a:!cwdo,�cv .i'I: the C:ty of 4:in,,nYd19 ordinaneat and ltimdards of good P!achr;a fitted thersin. Name of mothat►ioal t:anhacforJ Contrasts► (►riot) c r oF Fi nuTua, T ur, Mufe► �MM�N Name of � » 0» N F . MEADE � property 0whor usse'y CAC 0 5 7 5 5 3 51981sture of OWrssr Slgratura of w or Avthwitad Agent A'rahiter:t of Engineer .� 11. GIENAIRAL INFORMATION 4, Tyt*of hosting fuel; �� IS OTHIZA CONSTRUCTION Bt:INC DONE ON all*_61"116t THIS 6WI-011410 OR WTEt_ _5 (3 Gas LF C) Natural C Control Utility IF VI$s3, GIVE kUM/NER OF CONSTRUCTION QOil tyERMIT „.»..».1..7 L.L.....,�,.,, _ IV, mgcmaNiCAI. Wul1MiNT TO It INSTa Lao NATUuta►_:OF WORK (Ftoyido tomristo list of tomporsonts on heat of this form) K Re*fdeWi8J or 0 44'rnm9rcial Hest © Spats !] Rscasas! B"'Centt+st U Flott ($ New Building ff"Alr Csndr66nfng1 0 ROOM ErContrst C-1 irxtating Building Pq/Wet system, MaMliaf 11:4--- Thiatnats.�____�.I- . ri C3 RoplaComent of erlsting systan) C] Now fn81811300-o(tic systern previously InStelfed) Msitf,nunt wpat:ltr_._��L � af,+n. U Extenslon or scf:i-on to oxlating system C) Rsfrlgention C-1 Other Spaoify Q Coling tower. capacity ...r – 9.p m. �] fire'sprfnklon: Number of heads_.�_.. » ._....+.--- - - ---^ -- »^--»- •~ Q C4trvatw ❑ MoMih Ca Escalator THIS SPACE f101t 0E*I0E VSftl ONLY 93 ,Oasohse gum (number) l I G, Tsrtl Q' L1t6+wntoirt (numbor) C3 1lnffnd P"ufs vessN i'orrnll Approved by,........ —. Da Q Isllors 3 Other — Spaily f orrnit Foo ......_ LI8T.ALL EQUIPMENT 7COM9110NMG AND REPRIGERA-flON EQUIPMENT ��,p�a�q ty >Yaiatbdr VAIt• I>�orlptim ]Model Number Wanutagtwtr C(TOM) A.pprotrlrtf5 ASWW WA, .,r�w��.f .._...�. T .e..�r •.... ..r;2a 144 a x nz TING - FIIItNACES. BOILERS. FIREPLACES > Uklbar UARM Dse dptloa 9 oOol Number IPtatfut"tunr