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1515 OCEAN BLVD. CO (2) MAP SHOWING SURVEY OF LOT 48 OGEANWALK UNIT ONE AS RECORDED IN PLAT 500K 42 , PAGES I, IA - IF OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: INTERVEST CONSTRUCTION OF .1AX, INC. O.R.VOL. 141, PAGE 6 S 89'57'16 E 115.00' PLAT _" N 89 °54'04" E 115. F.M. N u{ CONC.MON. PLS 3398 7" OAK 11 2 OAK. FOUND • 12" PALM 2" OAK • 1/2 12" 36" OAK 1 12" PALM 12" PALM DURDEN LB 1048 • 10" PAL • 9" PALM • Iv 0 • 11" PALM 3" OAK 7- • 2" OAK - • 12" P-LM 4" OAK • 45" OAK I"-- � 20.0' REAR B.R.L. "OAK 1 " PALM 1 N Co / 3 . . 7' "TO• • 5.33 24.67' 11" PALM -1 825, -'" PALM r �3" 0'K L 10 P L _, 2.0' co m " PALM i3 •. ... o P•L, •" O K' 3 . 2'6 w 6. r' • o 9 " 12" P ALM 26 .5 ' • OA K, 9 " PA 65 / I .-" OA " 0• i0 „ P p ��12" PALM 0" OAK In 4" MA'. N 10" OAK W W 12" M 12" PAL (� *8" OAK 14" P L 12.8 PAL 8" OAK 13" PALM c O N I 22" OAK " OA if " PALM • • , Iv - ) ^ p /- )( 10" PALM 3 � 13 " I HC POS 0 HOU ., 17 " AK �gW • 14" OAK I N (-N rr 0cc 3" OAK " PALM • 3" OAK 10" PALM.,.{, 6" OAK • 10' PALM • " PALM 24" AK • 9" PALM , M1" Z 7 2.0 ' S • 8" OAK 10" oALM • 12" PAL N Lc ; 6 X PALM H OUSE PLAN Q N �' 9.0' LAN # 2516 9" P ALM X18 OA K ^�. N J CUST 0" PALM Q. P, K co u 6.5' 5" " 3 RA OAK 9.63' I , :1- / 1.33' in 5.., �'�'K 138 2' �' " u � � 2.0' 7 o' 0 ' � � J 10.0 AK y 11 PAL�1 1. ,..(_\.../ d • 0 0 0' a � 3" OAK • 13" PAM ( ` ff 0 9" OAK N i. 10.0' X 10.0' FRS • • 11 " PALM .2 MYRTLE 01---- i` J.E.A. E ASEM ENT NT -. •11" PALM O FOUND 9. W 12" PALM APLE 1/2' IP CONCRETE PAD FOR 4 w NO ID ELECTRIC BOX J \ 8" OA CE ¢ 12" P • LM 36.00' 10 A 9�F 9 .65• 6" OAK 12" PALM. .• 11 " PALM 6 p h • � k I 2" MYRTLE 7 � p 14 PA 4" PALM 4" MYRTLE • N �j .CONCRETE. Q ' 1 4 / / DRIVE 9 PA n .... 9" PALM ® C I • OAK \ • ,� / 4 � � Q 6 6 6 , �� S -- 171 9 P • M / Y j 7� �2 83 6'' • 0 6' • ® s • 3 C4' C/` FOUND 1/2" IP j ' G • PLS .}�916'cgO \GG c,S • O 7 20 43' A " ® 0 I. PUILDIN6 RESTRICTION LINE INFORMATION PROVIDED BY INTERVEST CONSTRUCTION OF JAX., INC. ` , ' I NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. C7 ' NOTES LEGEND 1 OATF NOVEMBER 29, 1991 _„, G. « , I.,c .,..,,.1, ,„I , I WIT .,.IG .G =I., ,11.w oeYaruuenu of community tirtairs SN: 12:34 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM '600A -93 Residential Whole Building Performance Method A NORTH .H OJECT NAME: OCEAN WALK UILDER: ICI AND ADDRESS: 6.-JO Oc ea rN F es} O r PERMITTING CLIMATE ATLANTIC BEACH, FL OFFICE: ATLANTIC BEA ZONE: 1I_I 2 I -I 3 I1I OWNER: 0A:e Z, PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2. Single - Family 3. If Multifamily -No. of units 3. 0 4. If Multifamily, is this a worst case (yes /no) 4. 5. Conditioned floor area (sq.ft.) 5. 4170.00 6. Predominant eave overhang (ft.) 6. 1.75 7. Porch overhang length (ft.) 7. 20.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. 36.0sgft 781.00sgft b. Tint, film or solar screen 8b. 0.0sgft 0.00sgft 9. Floor type and insulation: a. Slab on grade (R- value, perimeter) 9a.R= 0.00 , 273.00 ft b. Wood, raised (R- value, area ) 9b.R =19.00 , 1111.00 sqft 10.Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R- value) 10a -1 R= 6.00, 1825.00sgft a. Exterior: 2. Wood frame (Insulation R- value) 10a -2 R= 11.00, 307.00sgft b. Adjacent: 2. Wood frame (Insulation R- value) 10b -2 R= 11.00, 349.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R- value) 11a.R =19.00 , 1881.00sgft a. Under attic (Insulation R- value) 11a.R =30.00 , 3807.00sgft b. Single assembly (Insulation R- value) 11b.R =19.00 , 223.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond a. Ducts (Insulation + Location) 12a. R= 6.00 , cond 13.Cooling system 13. Type: Central A/C SEER: 11.00 13.Cooling system 13. Type: Central A/C SEER: 10.50 13.Cooling system 13. Type: Central A/C SEER: 11.00 14.Heating System: 14. Type: Heat Pump HSPF: 7.85 14.Heating System: 14. Type: Heat Pump HSPF: 7.00 14.Heating System: 14. Type: Heat Pump HSPF: 7.75 15.Hot water system: 15. Type: Electric EF: 0.95 15.Hot water system: 15. Type: Electric EF: 0.95 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. MZ HF -Whole house fan, RB -Attic radiant barrier, MZ- Multizone) 19.EPI (must not exceed 100 points) 19. 99.68 a. Total As -Built points 19a. 56818.27 b. Total Base points 19b. 57000.93 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 with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed (� this building will be inspected for PREPARED BY: 0,�L(11 , Q9 compliance in accordance with Section DATE: la. \+`cvl 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER /AGENT:� `,_ \( ` /\ ' t � k . (� BUILDING OFFICIAL: ** 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, gasketed, 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. Exhaust Fans 606.1 Equipped with dampers. Combustion devices see 606.1.A.2. Combustion 606.1 Be in unconditioned space (except direct vent), draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) ** Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built - in heat trap required. Swimming Pools 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. HVAC Duct 610.1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins - Insulation & ulated and installed in accordance with the criteria Installation of Section 610.1.ABC.2 & 610.1.ABC.3. Duct in 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 __= 1 = == AS -BUILT =__ GLASS ORIEN AREA x BSPM = POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS N 294.00 65.8 19345.2 DBL CLR N 24.0 38.3 .83 767.0 DBL CLR N 72.0 38.3 .83 2301.1 DBL CLR N 96.0 38.3 .50 1838.4 DBL CLR N 72.0 38.3 .53 1467.3 DBL CLR N 30.0 38.3 .83 958.8 E 69.00 65.8 4540.2 DBL CLR E 24.0 79.7 .81 1543.0 DBL CLR E 12.0 79.7 .81 771.5 DBL CLR E 30.0 79.7 .81 1928.7 DBL CLR E 3.0 79.7 .81 192.9 SE 17.00 65.8 1118.6 DBL CLR SE 17.0 79.1 .34 453.0 S 184.00 65.8 12107.2 DBL CLR S 42.0 66.2 .88 2437.5 DBL CLR S 20.0 66.2 .33 438.8 DBL CLR S 12.0 66.2 .33 263.3 DBL CLR S 56.0 66.2 .88 3250.0 DBL CLR S 30.0 66.2 .69 1370.3 DBL CLR S 24.0 66.2 .69 1096.3 SW 58.00 65.8 3816.4 DBL CLR SW 24.0 79.1 .75 1421.7 DBL CLR SW 17.0 79.1 .75 1007.0 DBL CLR SW 17.0 79.1 .34 453.0 W 120.00 65.8 7896.0 DBL CLR W 96.0 79.7 .31 2371.9 SGL CLR W 9.0 84.9 .31 236.9 DBL CLR W 12.0 79.7 .81 771.5 DBL CLR W 3.0 79.7 .81 192.9 NW 75.00 65.8 4935.0 SGL CLR NW 27.0 61.5 .42 697.4 DBL CLR NW 48.0 57.7 .42 1163.2 .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ( GLASS AREA AREA FACTOR POINTS POINTS POINTS .15 4,170.00 817.00 .766 53,758.60 41,157.90 I 29,393.11 NON GLASS AREA x BSPM = POINTS TYPE R -VALUE AREA x SPM = POINTS WALLS Ext 2132.0 .9 1918.8 Ext NormWtBlock In 6.0 - 1825.0 .85 1551.3 Ext Wood Frame 11.0 307.0 1.70 521.9 Adj 349.0 .7 244.3 Adj Wood Frame 11.0 349.0 .70 244.3 DOORS Ext 24.0 6.1 146.4 Ext Wood 24.0 6.10 146.4 Adj 21.0 2.4 50.4 Adj Wood 21.0 2.40 50.4 CEILINGS UA 4207.0 .6 2524.2 Under Attic 30.0 3807.0 .60 2284.2 Under Attic 19.0 1881.0 1.10 2069.1 Single Assembly 19.0 223.0 1.80 401.4 FLOORS Slb 273.0 -37.0 - 10101.0 Slab -on -Grade .0 273.0 -41.20 - 11247.6 Rsd 1111.0 -4.0 - 4432.9 Rsd Wood Adjacent 19.0 1111.0 .40 444.4 INFILTRATION 4170.0 8.0 33360.0 Practice #2 4170.0 8.00 33360.0 TOTAL SUMMER POINTS 64,868.11 59,218.86 TOTAL x SYSTEM = COOLING ( TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 64,868.11 .37 24,001.20 1 59,218.86 1.00 1.070 .312 .950 18,781.14 ******************************************************************************* WINTER CALCULATIONS ******************************************************************************* === BASE === I === AS-BUILT === • GLASS ORIEN AREA x BWPM = POINTS 1 TYPE SC ORIEN AREA x WPM x WOF = POINTS N 294.00 -10.6 -3116.4 DBL CLR N 24.0 7.3 1.24 217.8 DBL CLR N 72.0 7.3 1.24 653.5 DBL CLR N 96.0 7.3 1.79 1254.4 DBL CLR N 72.0 7.3 1.74 912.7 DBL CLR N 30.0 7.3 1.24 272.3 E 69.00 -10.6 -731.4 DBL CLR E 24.0 -9.2 .48 -105.5 DBL CLR E 12.0 -9.2 .48 -52.7 DBL CLR E 30.0 -9.2 .48 -131.9 DBL CLR E 3.0 -9.2 .48 -13.2 SE 17.00 -10.6 -180.2 DBL CLR SE 17.0 -22.7 -.14 .52.9 S 184.00 -10.6 -1950.4 DBL CLR S 42.0 -28.4 .95 -1129.2 DBL CLR S 20.0 -28.4 -.34 193.8 DBL CLR S 12.0 -28.4 -.34 116.3 DBL CLR S 56.0 -28.4 .95 -1505.6 DBL CLR S 30.0 -28.4 .79 -673.1 DBL CLR S 24.0 -28.4 .79 -538.5 SW 58.00 -10.6 -614.8 DBL CLR SW 24.0 -22.7 .73 -398.3 DBL CLR SW 17.0 -22.7 .73 -282.1 DBL CLR SW 17.0 -22.7 -.14 52.9 W 120.00 -10.6 -1272.0 DBL CLR W 96.0 -9.2 -1.29 1139.3 SGL CLR W 9.0 -3.8 -4.05 138.5 DBL CLR W 12.0 -9.2 .48 -52.7 DBL CLR W 3.0 -9.2 .48 -13.2 NW 75.00 -10.6 -795.0 SGL CLR NW 27.0 10.7 1.84 531.6 DBL CLR NW 48.0 4.6 2.46 543.2 .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS .15 4,170.00 817.00 .766 -8,660.20 -6,630.30 i 1,183.21 NON GLASS AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS WALLS Ext 2132.0 2.2 4690.4 Ext NormWtBlock In 6.0 1825.0 5.15 9398.7 Ext Wood Frame 11.0 307.0 3.70 1135.9 Adj 349.0 3.6 1256.4 Adj Wood Frame 11.0 349.0 3.60 1256.4 DOORS Ext 24.0 12.3 295.2 Ext Wood 24.0 12.30 295.2 Adj 21.0 11.5 241.5 Adj Wood 21.0 11.50 241.5 CEILINGS UA 4207.0 1.2 5048.4 Under Attic 30.0 3807.0 1.20 4568.4 Under Attic 19.0 1881.0 2.00 3762.0 Single Assembly 19.0 223.0 2.00 446.0 FLOORS Slb 273.0 8.9 2429.7 Slab-on-Grade .0 273.0 18.80 5132.4 Rsd 1111.0 1.0 1066.6 Rsd Wood Adjacent 19.0 1111.0 2.20 2444.2 INFILTRATION 4170.0 7.4 30858.0 Practice #2 4170.0 7.40 30858.0 TOTAL WINTER POINTS 39,255.86 1 60,721.96 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 39,255.86 .55 21,590.72 60,721.96 1.00 1.070 .445 .950 27,467.13 ****Ii****************************** ************************************ ******** WATER HEATING ******************************************************************************* === BASE 1 === 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 .95 .500 3523.3 1.00 5,285.00 50 .95 .500 3523.3 1.00 5,285.00 11,409.00 10,570.00 ******************************************************************************* SUMMARY ******************************************************************************* === BASE === I === AS-BUILT === COOLING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS 24001.2 21590.7 11409.0 57,000.93 I 18781.1 27467.1 10570.0 56,818.27 ***************** * EPI = 99.68 * ***************** For detailed information ENERGY GUIDE of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.7 DCA Form 600A -93 or Form 600B -93 I 0 10 20 30 40 50 60 70 80 90 100 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 WINDOWS SINGL CLR DBL TINT Double Clear X INSULATION Ceiling R -Value 30.0 R -10 R-30 XI Wall R -Value 6.0 R10 - R-7 RIO X - - -� Floor R -Value 19.0 I X19 AIR CONDITIONER SEER 10.0 SEER 17.0 11 - -X 1 HEATING SYSTEM 6.8 HSPF 12.0 Electric HSPF 7.8 - - - -X WATER HEATER 0.88 0.96 Electric EF 0.95 X 0.54 0.90 Gas EF 0.00 Solar 0.80 olar EF OTHER FEATURES I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City /Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL -EPL CARD93 DATE: 11/27/97 MANUAL "J" SUMMARY REPORT Prepared For: Prepared By: INTERVEST R.B. Ellis Energy Design Systems Job Name: PEEZ ES *************************** * * * *R * * *R * * * * * * * * * * * * * * * * * * * * ** DESIGN CONDITIONS For NORTH FLORIDA OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 29 72 72 Wet Bulb 78 62 Daily Range 19. Daily Swing 3 Latitude 30 Elevation 29 Safety Factor ( %) 5 Latent Factor ( %) 29 **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM WHOLE HOUSE 96865 3229 85193 3550 HEATING COOLING DELTA T 43 DELTA T 23 NOTE:* *Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. * ** PREPARED BY ENERGY DESIGN SYSTEMS 904- 287 -5339 DATE: 11/27/97 MANUAL "J" DETAILED REPORT FOR ENTIRE HOUSE Prepared For: Prepared By: INTERVEST R.B. Ellis Energy Design Systems Job Name: PEREZ RES ***************************************** * * ** * * ** * * * * * * * * * * * * * * * * * * * * * ** EXPOSURE GLASS NORTH SOUTH EAST WEST NE /NW SE /SW HORZ TOTAL AREA 294 184 69 120 75 75 817 COOLING 7350 7360 5106 8880 3975 4875 37546 HEATING 9408 5888 2208 3840 2400 2400 26144 WALLS TOTAL AREA 2481 2481 COOLING 9924 9924 HEATING 15382 15382 DOORS TOTAL AREA 45 45 COOLING 594 594 HEATING 932 932 FLOOR AREA COOLING HEATING SLAB 273 9937 RAISED WOOD 1111 1444 3555 CEILING AREA COOLING HEATING UNDER ATTIC 3807 9137 9137 SGL ASSEMBLY 223 513 491 KNEE WALL 1881 4326 5079 MISCELLANEOUS COOLING LOADS People Sensible Load 2700 Latent Load 8188 Lights & Appl. Load 1200 Latent Safety Btuh 409 Ventilation Load 2400 Duct Heat Gain 6843 Infiltration Load 4949 Sensible Safety Btuh 3617 TOTAL SENSIBLE LOAD 85193 TOTAL LATENT LOAD 8598 Summer ACH 0.4 Temp. Swing Mult. 1.00 * ** Total Cooling Load 93790 BTUH Or 7.82 Tons * ** MISCELLANEOUS HEATING LOADS Infiltration Load 18231 Ventilation Load Duct Heat Loss 3533 Safety Btuh 4444 Winter ACH 0.7 * ** Total Heating Load 96865 BTUH Or 8.07 Tons * ** DATE: 11/27/97 MANUAL "J" DETAILED REPORT FOR BONUS ROOMS Prepared For: Prepared By: INTERVEST R.B. Ellis Energy Design Systems Job Name: PEREZ ********************* * * * * * * * * * * * * * * * * * * * * * * ** * * ** * ** * BONUS **** * * * * * * * * ** EXPOSURE GLASS NORTH SOUTH EAST WEST NE /NW SE /SW HORZ TOTAL AREA 30 54 33 3 120 COOLING 750 2160 2442 222 5574 HEATING 960 1728 1056 96 3840 WALLS TOTAL AREA 307 307 COOLING 768 768 HEATING 1228 1228 DOORS TOTAL AREA COOLING HEATING FLOOR AREA COOLING HEATING SLAB RAISED WOOD 1111 1444 3555 CEILING AREA COOLING HEATING UNDER ATTIC 1096 2630 2630 SGL ASSEMBLY 223 513 491 KNEE WALL 1881 4326 5079 MISCELLANEOUS COOLING LOADS People Sensible Load 900 Latent Load 3056 Lights & Appl. Load 1200 Latent Safety Btuh 153 Ventilation Load 2400 Duct Heat Gain 1717 Infiltration Load 1914 Sensible Safety Btuh 963 TOTAL SENSIBLE LOAD 24349 TOTAL LATENT LOAD 3209 Summer ACH 0.5 Temp. Swing Mult. 1.00 * ** Total Cooling Load 27558 BTUH Or 2.30 Tons * ** MISCELLANEOUS HEATING LOADS Infiltration Load 8057 Ventilation Load Duct Heat Loss 841 Safety Btuh 1244 Winter ACH 1.0 * ** Total Heating Load 26965 BTUH Or 2.25 Tons * ** lay -2s -QS 1,1.135A, P.01 - 0•w' Li b •r 1. CITY OF ATLANTIC BEACH, FLORIDA i ' APPLICATION ?OR ELECTRICAL PERMIT /(g ttl'111 I:t111'1' 11I4,lnn :AI 1NA1`r1i11111; Ir1111: t Int!'nnintll NUtll.t 1 111 (;ill6 11111A11 Ot` I'1 IM11 I 11111 1/111f 1/111f Illt Wt)ll l As nrs;t:ttliii 11 111 Ill! i oil i1Wl!ll,, WF, 1 t1t111Y A 111 19 (t1 nI1M !:/1111 W11111( 111 Ac(:111111ANCP W1111 111f Al IAIIIIPl1 I'1 Willi ;,t'If:1fII:AII1111 , WI fill r Arm A 1'A111 III 111 UI, ANIJ 111 Al (1J1uAltct WII11 1114 1'1 t;(;1nu;A1 1111th!! AI IONS, (1)111,1 A111) CITY Ill 5034 PHILIPS HIGHWAY % �f L �� ' 4ACKSONVtLLE, FL 324.7 c:Atiticile4 gust riit;AL rllit<1, , , _ ._. . h1/ul f.t.Eyt 1 4 A S f f► ..,Ll. !SL>fIi7.Ci1tI.±•flit- ._....., _ ,,,� JUUUM�'Ml�l4 NAME , 1 0✓ . % , .. _ .. .. ,,.. x11)1)11 SS:, » ^ L � NJ. nurti, Sill .. _, ........._...,,.1ETw N: M O4¢,./ CXJcan_l.47p0.ltit ter. N S, tWr AI'1 1) GUMM, I) P(/n1.1(; 11 INUUA, 1 1 NFW l 1 uI u( I ItFW I I AUIJIT 1 I' :HAIL CPI 11 1l. M1', (iItlia 1 1 no no t SFttvlt;E: NbW t`"r ItocriFASE 1 1 It%PAII1 1 1 tt;F Ul; 1t11151 /.f; I CUriU ��,'• A M! 11 D S;uI�PCII ( � hltlnl. pti1 cif t111 L11i1.AkLII JD Q .ANA'S' In 3 'NVU.I ! N IIAci.wAY pw.o.5GI ' .. AMPS 1'11 W • V1)1.) , lln(;I.WAY FlC1)P)is N 1. 617,E till. SIZE I NU. Slit: r ; LuiIitlNi; (An Lnni curiont.r..0 UPFN 101 Al, 11CC!PIACLf;S rt1NVEM.f.0 O1'{N 1 ■ .,iu ni.._a - IUin ftr111,, 11,;n �i.i •i��rt INt;ANIAS(;bh11 f LUU1Ili t:f1411 A M. V, • ♦•ly, 1:11 N ■•■1, AO I , J. E i I , 1i nt•rr,in1 r ` l1CLl. t1tANI,1' Allt 111' 11A 111 ILI Curl011ll)N1111; t : 11!I1P11MUIUNIS AMPS (:r,1L nLAT- Kw IIFiAI 0 -1 .M- MI)1UI1S 11 „1', VOL 1 A(.l 14111 NU. 1 1I,R voLTALL I' 1 Pin llnN LU8 — T ” 1l(Ar1srU1(h1l•fis: UNLIClI OUli V UVI111 NU V 14t/, Icvn Nu. 11FUN 7 HnNSIP, NV. VA, MA, ^^11 ^ I jk VA N W` FAL' tsr( ;1J- 1 I I n W l 6Wltl:tt r(n�ll(i(l •.. _ T , . 1 ... I T . ru14wnrt1 11 S, 1411 At t' T 0 d '00 0IU.1. 03'I3 el33130* IAIdi7O : 9 96 '62 '90 ►4/A( lei)), CITY OF - t � lil1a4ic Beadt- 421 Office of Building Official REQUEST FOR INSPECTION yy /yy Date — f / (J ` - Permit No. - / /,, - 2-- T i V me A.M. Received _ P.M. Fr / J��A Job Address L. - ity Owner's Name _ -_ _ ! ,'1 -1../- Contractor BUILDING CONCRETE ELECTRIC - � PLUMBING MECHANICAL Framing r Footing i Rough Wiring i Rough 1 Air Cond. & g LI Temp Pole Top Out ! 7 Heating Insulation Linn tt el Roofing f 1 Li .11 Final ; Sewer ! 1 Fire Place n n Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. ! Friday 6 9 ,} -1 (/ � A.M. Inspection Made P.M. Final Inspection Inspector 6 ` - - 'ficate of Occu ncy C - : Date „ ATE_ 12 _ 9 p F SERVICE DIVISION JAC S,ONV_,..i_;,., ELECTRIC AUTHORITY WEE: -... iA. STREET ACK'. UNV LLE, . LORIDA 32202 7-HE FOLLOWING FINAL INSPECTION( S) HAVE DEN i1t E ANL- ARL SATISFACTORY: /6 J / r7 r �- 4 0 1 40 Enclosed are the blue copies of the permits. SINCERELY, ILDING INSPECTION DIVISION cc: FILE CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND 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. 1 / BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY if BATH (8) TUB OR SHOWER STALL (6) '- 4 / © WATER CLOSET HATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) 0 BATHTUB /SHOWER (2) URINAL WALL LIP (4) / SHOWER GROUP PER HEAD (3) •J FLOOR DRAIN (1) v SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) 1 COMBINATION SINK AND TRAY (3) 1 WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) f DISHWASHER (2) 2-- WASH SINK EACH SET OF FAUCETS (2) O KITCHEN SINK (2) DENTAL LAVATORY (1) / EITCSEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) 111 BIDET' (�) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL, SYPHON JET i DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER /BEAUTY / ICE 2 S� SHOP (2) ICE MAKER (1/2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 36 • 5-- $20.00 EACH $ 730, JOB INFORMATION © S c rontzas T 1 /t ! U O. This Instrument Prepared By: Name: ICI Address: 2359 Beville Road Daytona Beach, FL 32119 r M' � /" 3( _� " Attn: Closing Department PHONE y � � - 6 30 Permit No. Tax Parcel No. Tax Folio No. NOTICE OF COMMENCEMENT cn Ci. STATE OF FLORIDA O COUNTY OF Volusia cri d] 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 0 Commencement. 0 1. Description of property: (legal description of property, and street address if available) Lot 48, OCEANWALK, Unit I, according to plat thereof recorded in Plat Book 42, Pages 1 and 1A thru IF of the current Public Records of Duval County, Florida. Street Address: 205 Ocean Forest Drive North, Jacksonville, Florida 2. General description of improvement: Single Family Dwelling Bk.: 8880 P q : 745 3. Owner information I)bc# 98058757 a. Name and address: Richard & Nanci Perez Filed & Recorded 0J /1£ /98 1793 Park Terrace East 1.P..:12:58 P.M. Atlantic Beach, Florida 32233 HENRY W. COOK CLERK CIRCUIT COURT b. Interest in property: Fee Simple REC., � 6.00 COUNTY 6.00 , 1.l_ c: Name and address of fee simple titleholder (if other than owner): REC. 4. Contractor: (name and address) Intervest Construction of Jax, Inc. 2359 Beville Road, Daytona Beach, FL 32119 (904) 788-0820 5. Surety a. Name and address: N/A b. Amount of bond $ N/A 6. Lender: (name and address) None 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: (name and address) N/A 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(a)7., Florida Statutes: (name and address) N/A 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) by: -:. N r , Richard PIO \ by: � \ \ 1 � l anci 'ere STATE OF FLORIDA COUNTY OF VOLUSIA iC1 CiQ'' P&R 3844 16 2 � DEP'ARiT BU : II {` y MENT ATLANTIC ONF BEACH IIDING 1 I PERMIT INPORAIATIOI . _.... �,_�� L0.ATIOR INFORMATION ___._....� , _�._ Permit Number 16223 d : 285 CEANP'OREST DRIVE NORTH 1 Per T pe: SUILDII C ATLANTIC HEACR, P`LORIDA 32233 1 Clan' : - of Wokk ; NEW LF 0AL DE CRIPT ION 1 • Co t T Pe WOO2 FRAME � El ock $ . _ Lot; 48 � Twp . _ �0 i Pop ed tJse :SINGLE. F1�AMILY ion: 0 S ad: to , - ,Dwe ll Ing . 1 Subdivisiorn:OCEANWALK I Est. Value• 0.00 1 lmprov . Cost: : 31:9 , 61 5 00 Total. Pees: 4.081,30 Axnourat Pai •,< 4,081.30 Date ltI998 Work De 4 a *," , 0' � RESIDENCE PER PANS - imp, 174 RADON 2880 f _ z 1, a .T'1ON ... APPLICATION FEE 1 6_7 _0 IName RIG � z � s � ,„'1 EREz�_ " � IT _1, 620.50 A d a " � ." r ' R EAST' ` WA'rzN IMP.AC'X' FEE 730,00 {t n A , r B ' FLORIDA - 32233 "EWER T. -�. . T FEE ` , , 1 250 0 ,�. � '? ' "dF , 4`� r f ♦ �i# cr'�n7 y .Mq.+�M ��i � M p • F � � x -� i = V i V .t.= �R " ORITIOT RADON CAB 5% 0.. ? 1. 9Nlal e: IN" ° : E ', "y 0 .,- RU `ION "OF JAX CA ITAL IMPROVE'. 32`5, 00 Addr: 3741` ST " OENS BLUFF RAG, S. i1 SEER "TAP.„ 4.00 - JA?"REbtill ` ettE, I`Lt R /1)A 32224 CROSS CO$CNECTION 35.00 ,•• , Lio CECO5795 ! Expo: / I SEC R IMPACT PPE 0.00 ,�`' _ CONBT S �RCR t0E s 12 96 Ty r)? : 1 ' �� �� "n g CN ARGE'j?�TL SCk! o 0 44 NOTES: / l' , NOTICE -- INSPECTIONS MUST BE REQUESTED AT LEAST' +U%RS PRIOR TO INSPECTION B0ILOING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE'LACED IN PUBLIC SPACE, AND .MU BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER ` COMPLY WITH THE MECHANICS' LIEN W CAN RESULT, IN ;_ THE PROPERTYOWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ;" 1 , .,. .: IBSLFED ACCORDING TO APPROVED PLANS "WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR. ' f, VIOLATION OF`APPLICABLE PROVISIONS OF LAW. star I tY Total Paylent $481.3 ATLANTI BEACH BU DIN EPA MENT By . . , ..,. ,. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 1 0 S o c6,4-,..) f044, s r" b!Z -,4 JcD. Date q' -1 Q Heated Square Footage II/7 @ $ - per sq ft = $ �� f1 9 Garage /Shed 89'2-- @ $ 4.00 per sq ft = S gp, O Carport L4Nk t & 9-7 @ $ /?.00 per sq ft = $ /0 be i Dec._ a UeL sq L' - Patio @ $ per sq ft = $ TOTAL VALUATION: $3/6) Total Valuation 1st $ /0O 00 0 4 /G, 0.. /5 GS /,d o $__ /5,o v Remaining Value $3. per thousand or portion thereof TOTAL BUILDING FEE $ l0''7v,,vo + 1/2 Filing Fee $ s37 -' (j) Fireplaces @ $15.00 $ /,moo a BUILDING PERMIT FEE $ /&; s' WATER IMPACT FEE $ 'IMO° SEWER IMPACT FEE $ / 2-3 0 WATER METER /TAP $ es .DO CAPITAL IMPROVEMENT S 32S700 SEWER TAP 5 0 - fy' ri0 RADON (HR S) .0050 S /3 . ? 00 SECTION H PAVING ( ) $ —C— HYDRAULIC SHARES S CROSS CONNECTION $ 5. lep) SURCHARGE .0050 S /� 'g `/Y OTHER $ GRAND TOTAL DUE $ 4/ / ADDITIONAL PERMITS OR FEES: Mechanical ; Plumbing Electric /New Electric /Temp ;SaimminaPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS ana /or NOTES: _ ". CITY OF rkdztic 't 'each - 9eottida 800 SEMINOLE ROAD �3/� -- - - - - - - -- ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 ; FAX (904) 247 -5805 SUNCOM 852 -5800 March 19, 1998 Architectural Review Board Oceanwalk Homeowners Association Atlantic Beach, FL 32233 Dear Sirs: The City of Atlantic Beach Tree Conservation Board met and reviewed the tree removal application submitted by Mr. and Mrs. Perez for Lot 48, Oceanwalk Unit 1. The application showed the house to be approximately 20.95 feet from the front property line at its closest point. The placement of the house allowed the preservation of a 45" diameter Oak tree in the rear yard. The oak is located in the required 20 foot rear yard setback, but is close enough to the line that any shift of the home towards the rear will seriously endanger the health and ultimate survival of the tree. The Tree Conservation Board took special note of this tree as a notable specimen and strongly urges the Perez's and the Oceanwalk Architectural Review Board to work together to preserve this tree. If we can provide any assistance relating to tree preservation or tree protection requirements, please do not hesitate to contact George Worley, Staff designee, at 247- 5826. Sincerely, pt,a_e_p_ira4L/ Mae Jones, Chairman Tree Conservation Board s. ps . X 66/4 DE ATMENT OF BUILDINGS CITY OF ATLANTIC BEACH j � $Rlwi IYP" ©RI A°T Y C;N . _ _ - _ LQCA T I C t E.'QRI AT l3 - .. � .� ' ': >!Iu x i l' ` 56I4' A : dre-ss : 2Q5 C9CE NF' R VE • I ern T : MflIN ATLAN'T' BLA f F'LOR.I JA .3-2-2-3-3 " , , . W+:)r . EFLUFi _ - _w. LEGA DESCR IP'FICN �„ ._ CO tar T a : OOD;'RAI!E • Block: LastR a: t3 P . ' r . ' + . Us :SINGLE F' I LY Sec o £? Subd ; Rn ; nw flings: 1 S ,bdiv s tin CEANW C Est, Va u 0 00 rn p v ' Cost : 0.00 to ►1 Fees . ,. 88 � r �' ,•:‘,'',:, :: • : ' -,, w, O vv go , a 40 .+ s w A C j I CA 3. i "O EES e: R� ; : �, ` EPEZ ° ER 4I ' 8 8.50 k96 � � : : ''17 8 3� . R CE . °� A �A L RID A " 3 , t " F g^¢ � s , a T O a , � . '''','- :-- .. � ON �, , �. O t = _ _. ante: `?N 'II ' RIB .LTH A ELA.� 322105 9 4 E32: / / y ,� k - s ' .t ' `�, t� 1 .� ha rhM a ' p ,; �"�w' y .x, �r. # i' .,w " j3 ' ` .,. ° ". NOTES: '''' ' l ''' ' NOTICE - INSPECTIONS MU BE REUEST AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AN DEBRIS THIS W ORK MUST NOT BE " PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP ANO,HAULED AWAY BY EITHER CONTRACTOR"OROWNER ". D,L ' . LUR'E TO COMPL WI T HE MECHANICS' LIEN LAW CAN RESULT IN TH PROPERTY OWNER PAYING TWI E FOR BUILDING IMPRQVEIIAENTS.' ISSUE A CCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJ ECT TO RE I�OR VIOLATION QF APPLICABLE PROVI Of LAW. j , ;: Iw T A< TIC Bi =ACH 'BUILDING EP TMENT A L N . , , , , _ , , : ., , , By: c-� �..� z ,�- �_ he . CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: Vc n( 4 - OWNER OF PROPERTY: - -( kr )` &S BUILDING CONTRACTOR: 6--Q _ \ C'1 r 1 PLUMBING CONTRACTOR DON HARRIS PLUMBING (f AND ADDRESS: P. 0. BOX 14668 _LACKSONVII LE '7L 72210 TELEPHONE NUMBER: (904) 772.0900 C F CO 1919 4 STATE LICENSE NO: '. 4 0 9 TYPE OF BUILDING: '1 'C C h I TYPE OF WORK: ,4 / & /)( /A HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS 1 SHOWERS 5 LAVATORY I WATER HEATERS L i BATH TUBS 1 DISHWASHERS 'URINALS I DISPOSALS LI CLOSETS f WASHING MACHINE FLOOR DRAINS / SHOWER PANS ow= I- Z tettrta r y ,S ; n K TOTAL FIXTURE COUNT:, x $3.50 + $15.00 = $ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITIWOF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH • ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL- PERMIT CA Ia..IN NUMBER IMPORTANT -- Applicant to complete all items in sections I. II. III. and IV. LOCATION Street . c32 / � L �J CF Intersecting Sheet +: Between �L�f� /�G � • 'C /C cy And �/ � �iU�✓.QC/c� .i/ �/r,/ - - - - -- - .. CUILDING �J // /� `' Sub•d;r ;+io V C" c /9/+ zc)T Y - - �-- - -- - -- ._ .. II. IDENTIFICATION — To be completed by all applicants In consduat;on of permit given for doing the work e+ described in the above statement we hereby ewes to r.•fcr•n said - :e wits the attached plans end speed ;e.tione which •re • part hereof end in accordance with the C•►y of Jeclsonv;P4 ord; "e ^ce+ a ^. r ,-:e•_r of good prect.c• listed thera;n. Na.. .l Mechanical C, /� p Contractor, Contractor (Print) c//70 vE, �� S Master / 0 Nea+..f Mprty Owner deci S;yaature of O.a•r Signature el or Authorised Agent M / Architect or Engineer In. GENMAL INFORMATION A. Type of hating Nei: B. I f S OTHER CONSTRUCTION BEING DONE. ON O Electric THIS SUILOING OR SITE? ral Cl Gee — 0 tl ❑ Notate, O Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oa PERMIT LlAc®t9 May-.29-96 1Ut36A ►'.tJi CITY OF A I'LAI \IrIc BEACH, r -LOIMA 0 , . ^1p1 "•:1 II, 1 APPLICATION FOR ELECTfl c AL PERMIT, 3 1(11;11 s,rarl 11rc nICAt IN):rr,raril: IIAlr: • 5.9 I9 CI. t IMI•tIN1AN Nt1111,1 IN tlt fll HY t Aiifll l i 11 1 ' 1 l'J ill177M W I I 11 1 7 I N t Ai�i;aia;ni � l,i�wlt11 llr Ai I iru, AIM 511 r111Y: wllli:ll AJII: A PAN( III IN NI, (11111 IN A1:1:(117101(44 WILI1 lilt hl [l: tlnt;At Iii.a14IA11U(4)5, (•111 )1 U AIJ7) 1:1 u1' A' l+� ggiNi I t lI 11WG 1 6084 PNlUPB HiQHWAY JACKwiLLE, FL 32207 71:41A iv.%1 �►�^ ►r!'.�l,>;ISf�tc11�L1L,._ __,.,_ . _ ,,., n1V111'lEYM)!f1 NAME . 1 ., el.., _ ., .. ,, „ANWIEES: y " n 1 M .._ + m.ou. WE w ,SC.kY'1 1]OW „ 1{,1 m i l , 1 1;UMM.1 7 I ltf ( ) )NNUA. 7 l NEW 1 1 1)I u i I 11FW ( 1 AI/1)1110N 1 7 1IIAI) En I 1 !Emi 7 I MIMNR ( 7 , St), r), , ,. $FIIV1l :1:; law ( INCIItI! ( I ) I1EPAw 1 1 17E 4ctIi.uut:>p)1 Etta ( n►+mn (� eollt11 ( ) i n�LNM, V pi] t:1I1)11 UM.AKell Q,00 mi I I'll VII •"1VYU1.[ O!, 11AVEWAY .)tIGl,.8111V.93$I.. ' .. AMPA 1 _ W , VU1,1 , 1111 :1:11Ar MEGUF,Ii$ NI), 6)JE 1 NO. X10) 1 Nu. ;1)E LI))1111NUI)) /I 011E (7N1(AU)) t)I'I:N RNA) IltGtr1At,L1',5 1:tUNGEAI.KU i)1'P,N 11)1nl 1 `r j'' , ,:(' •4 A 1 xWltC)IItA INCANUESCENI { , P1VU11EEtAN 1 )ti M. V. . r1J1 {if ;• 1 A11Fa 1 4:;il'i 1 A rr9,rM1t; ■ a I» LI. Inn: R1 Atli III' IIA1tNt1 NT, IIAIMCI ,L'uUi (1(1NIUI) t:r)hU (1111P,I1 MUIUI); AMIY, 1r(l.IIt;Ar: ItYyttrAI 1 Mt! I V I�.I YUl 1 W 1111s ,,, UYiA .., ... .., • . At E,. _ ,ryU:,. . 11I.P_ _ vi l.rnuc „ P)I3 1 it/UM U11N11;lit ',MUk11 ,.,_ ... VE11[LrluvV, . NU, __ A_ kV tt, (ifON T I nNSn, V, V , . , - INV. 1 MA; N _ . �. .. _ , ' N FnCNbiuN f ' NU MlIlU1lA1L� «r' $yfti ftASlllili - -, .-:, ' rUItwAlloto s rut AI,fnaH FT f 3 0d '00 0 Ibi,1,03'I3 'I33•UO * 7AI•170 90 9 6 'B2 'S0 Feb -09 -98 15:13 P.Ol BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH , ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. A LOCATION Street Address: : D5 _LDr __,r � l - � / �/ OF Intersecting Streets. stweOwes, E1 note Qd _ And .� fiw 1b� k ` l I BUILDING � _ - � _ — Sub•divition II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the above statement w hereby agree to perforr., said work in accordance with the attacked plant end specifications which are a pail hereof and in ercordan.e will' the City of Jacksonville ordinances and standards of good practice listed therein Nome el M' Prin t ) al f' t- Contcors � /r Mister C w3 3 Nam• of T� i Property Owner / l_.�,L Signature of Owner Signature of or Authorized Agent '.j , � � Mchilect or Engineer 111. GENERAL INFORMATIO A ' T ypo o ho m i ng f ua1: B. IS OTHER CONSTRUCTION BEING OOMLCON Elacktic THIS BUILDING OR SITE'? }) - --"- -. -err,. t 11 II : 1 TRANSMITTAL DOCUMENT FOR JEA DATE: / '/a " 94 The following permits have passed "rough" inspection: Permit No. Address ^ S� Ce r� o , v� / I , an -s.,,m C :e rex:c,usxtb i c:rmps:e :c c:dathex: m Please update your records accordingly. Tha u, C / Ott CLAA BUILDING CLERK CITY OF ATLANTIC BEACH /vcb • o r, of /� - O{ �icia t+ g u - (IO R N EQU EST q FOR ildin9 1 S Permit No. � A.M. M� ` Date j . Lcc6ty Time ` � , Received s 5 I . , M ECH pp11CAL p ontractor P ❑ Air pond. & 3,1: A / - Heatm9 CI / / ELE�FIICAL C l ❑ Fire place owner's /1� CRETE Rou Wlrin9 C, CMG pre Fab Name r CpN ❑ pole ;I BUILDING C3 FooCm9 C. Temp ❑ Fina CT Slab INSPE Friday �- Framino 7 In EA pV FO Thurs. Be Ro ❑ R Insulatwn Wed. A.M. P ection Tues. Final InsP ancy in Mon. / Certificate of Occup r � Inspec Ma.. w , /! Date t1 Inspector CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247 -5826 - FAX 247 -5877 PERMIT INFORMATION" LOCATION'. INFORMATION Permit Number: 17830 Address: 205 OCEANFOREST DRIVE NORTH Permit Type: UTILITIES ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: 0 Square Feet: Subdivision: OCEANWALK Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 2/23/1999 Name: RICARDO & NANCY PEREZ Total Fees: 25.00 Address: 1793 PARK TERRACE EAST Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 2/23/1999 Phone: (904)564 -2230 Work Desc: IRRIGATION SYSTEM CONTRACTOR(S) APPLICATION FEES STEWART & STEWART LANDSCAPING PERMIT 25.00 I j I I Inspections Required 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. $25.88 14 ems r Date: 2/24/99 81 Receipt: 8836776 A NTIC BEA BUIL DEPT. CHECKS 6973 88188883221888 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION. INFORMATION Permit Number: 17855 Address: 205 OCEANFOREST DRIVE NORTH Permit Type: PLUMBING ! ATLANTIC BEACH, FLORIDA 32233 Class of Work: ADDITION Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s): 48 Block: Section: 0 Square Feet: Subdivision: OCEANWALK Est. Value: Parcel Number: "Improv. Cost: OWNER INFORMATION Date Issued: 3/02/1999 Name: RICARDO & NANCY PEREZ Total Fees: 25.00 Address: 1793 PARK TERRACE EAST Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/02/1999 I Phone: (904)564 -2230 Work Desc: INSTALL BACK FLOW PREVENTER CONTRACTOR(S) APPLICATION FEES DON HARRIS PLUMBING PERMIT 25.00 I I I � I � ! I Inspections Required 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 I 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. I � $25.88 14 Date: 3/03/99 81 Receipt: 8838598 ATLANTIC BEAC BUILDINQDEPT. CHECKS 38612 88108883221888 MAR -02 -99 TUE 10 :40 P,OI Z:27 //: 7' /V /60/V 7 gi CITY OF ATLANTIC BEACH APPLICATION FOR PLYING ERKIT JOB LOCATION: 4011- el-a/te 041/ OWNER OF PROPERTY: , / BUILDING CONTRACTOR: AI .4 41 =Mr) C PLUMBING CONTRACTOR iOIV HARRI AND ADDRESS : P. 0. 30X 14668 TELEPHONE NUMBER: (904) 772 -0900 _ r C F _ 4 4 STATE LICENSE NO: "' A I r. TYPE OF BUILDING: /464, TYPE OP WORK: #1'0 N&Adh*Vg HOW MAIN 0t THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATE TUBS _ DISHWASHERS 'URINALS _ DISPOSALS CLOSETS WASEXNG MACHINE FLOOR DRAINS SHOWER FUNS OTH /0:0f) � e TOTAL FIXTURE COUNT: z $3.50 t 515.00 = S Al INSTALLATION Of PLUMBING AHD FIXTURES MUST RE IIf ACCORDANCE WITH THE MOST RECENT EDITIOII S OP THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE IIISPECTIONS - (904) 247-5826 ,:,,,,;;5!) /4/ ze-/,/JON 7 g/0. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING ERMIT JOB LOCATION: L V-5- ZYL72/je /)( A. OWNER OF PROPERTY / 7-) BUILDING CONTRACTOR: AO./ LAt PLUMBING CONTRACTOR DONE HARRIS PLUMB!N +n rn AND ADDRESS : P. 0. BOX 14663 tar.,mnnaWj+ 1 c ��,•„ 0 TELEPHONE NUMBER: (904) 772 -0900 C F C - 01919 4 STATE LICENSE NO: - 4 0 9 TYPE OF BUILDING: lst, TYPE OF WORK: /1 /" /&4(.&i HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER a rP lives */) &et TOTAL FIXTURE COUNT: it $3.50 + $15.00 = $ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITIWOF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826 CITY OF �,� I��� 42I Office of Building Official ' ; REQUEST FOR INSPECTION i ' / -/ g- ` Permit No. Date / Time A.M. ! I' Received P.M. /j j� V Sf ! C ea y- f Locality yf •/ t Job Address "` " Owner's Contractor :.me UI DING CONCRETE ELECTRICAL PLUMBING MECHANICAL ❑ Rough Wiring D Rough ❑ Air Cond. & ❑ Framing ❑ S ooting ❑ To Out El Heating In Roofing \ ❑/ Sint II Temp Pole p ❑ Fire Place 0 Insulation X Lintel [1 Final ❑ Sewer Pre Fab READY FOR INSPECTION . Wed. Friday Mon. 9 ( A.M. Inspection Made -Ir. INIMPIIIrali Final Inspection ❑ Inspector " : Certificate of Occupancy ❑ Date 4 Y F tORIOa NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE L ■ d a 6.--L. 0 e D.- /2- 7 r: r THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted / 4 S id/ c,.. G NJ k n /was. --T' s74 _ , - 3 4 c s TREE CONSERVATION BOARD Minutes of meeting of March 16, 1998 Corrected The Board held meeting on Monday March 16th,at City Hall. Present were: Mae Jones, Chairman Susan Bullock Mary Emerson -Smith Staff: George Worley, Community Development Director The meeting was called to order at 7:35 PM by Mae Jones, Chairman. The first application was for tree removal on Lot 3, Block 2, Donner's Re -plat. Mr. Dave Clark introduced himself to the Board and explained the necessity of removing 3 non- protected trees from the lot to permit construction of a Single - family home. The Board questioned the construction access to the lot and Mr. Clark responded that all access would be through the driveway and parking pad. The Board determined that no mitigation was required under the ordinance. Susan Bullock moved to approve the request as noted regarding access through the driveway. Mary Emerson -Smith seconded the motion and it was approved unanimously. The second application was for tree removal at 1700 Francis Avenue. Mr. Batts, the representative of the Holy Church of the Living God Revival Center, introduced himself to the Board and explained that the church needed a parking lot on the adjacent lot and desired to remove a number of trees to permit the paving of this lot. Several Board members advised that they believed the measurements of tree diameters to be inaccurate. The Board explained the method of measurement of multi- trunked trees to the applicants representative. Given the applicants need to revise the application, Susan Bullock moved to defer action on this application until the next regular meeting. Mae Jones seconded the motion and it was approved unanimously. George Worley volunteered to meet with the applicants prior to the next meeting to assist them in revising the application. The third application was for tree removal on Lot 48, Oceanwalk Unit One. Mr. And Mrs. Perez introduced themselves to the Board and explained the need for removal of a number of trees to allow construction of a Single - family home. The applicants made special note to the Board of the 45" oak tree adjacent to the rear building setback line. The applicants were advised by the Board to take special precautions to protect this tree to ensure its survival. Upon examination of the application and tree removal survey, the Board determined that 23" of protected palms and 44" of protected oaks were to be removed. Mitigation required was 11.5" of palms and 22" of oaks. The applicant designated an 11" palm at the northeast corner of the house and an 11" palm near the front door as on -site mitigation for the palms removed, and an 8" and 14" oak on the east side of the house as on -site mitigation for the oaks removed. No additional mitigation was required. Susan Bullock moved to approve this application subject to the on -site mitigation noted. Mary Emerson -Smith seconded the motion and it was approved unanimously. The applicant requested a letter from the Tree Conservation Board encouraging the Oceanwalk Owners Association to work with them to protect the noted 45" oak tree. They advised that they were attempting to obtain some relief from the front yard building restriction line for the owners association to help save the tree. After some discussion, the Board agreed to provide such a letter and authorized staff to draft a letter for the Chairmans signature. The letter is attached as a part of the record. The next item was the determination of the required mitigation for the removal of 72" of protected trees without a permit at 1177 Atlantic Boulevard. Mr. Geraldo Gonzales introduced himself to the Board as personal representative of the owner Gaitano Tabacco. Mr. Gonzales explained that Mr. Tabacco did not understand that a permit was necessary for the removal of the trees. The Board explained that mitigation of trees removed without proper permits was calculated at a 1:1 ratio. This requires 50" of oak and 22" of hardwood to be replaced on -site or an equivalent amount donated to the tree replacement fund. Given the enormous financial impact of donating into the fund and the limited space remaining on the property, Mr. Gonzales requested time to confer with Mr. Tabacco. Mae Jones moved to defer action until the meeting of April 6th to allow the owner to prepare a plan for mitigation specifying the amount of on -site mitigation and the amount of donation to the tree replacement fund. The motion was seconded by Susan Bullock and was approved unanimously. Ms. Carolyn Jones appeared before the Board and requested to be placed on the agenda for reconsideration of and possible reduction of the amount of tree mitigation required on her property at 309 Magnolia Street. Staff was directed to place the item on the April 6th agenda. Approval of the minutes of the regular February 2, 1998 meeting was moved by Mary Emerson- Smith, seconded by Susan Bullock and approved unanimously. The minutes of the regular meeting of February 17, 1998 were next considered. Mary Emerson - Smith moved the approval, Susan Bullock seconded and the minutes were approved unanimously. The board discussed the various options for providing a tree related inspection stamp for use on the building site placard. It was decided to continue this discussion at the next meeting to allow for additional investigation. As no further business was before the Board the meeting was adjourned at 9:35 PM. Mae Jones, Chairman. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL 247 -5826 - FAX 247 -5877 PERMIT INFORMATION- - LOCATION INFORMATION 1 Permit Number: 17854 Address: 205 OCEANFOREST DRIVE NORTH Permit Type: UTILITIES ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):48 Block: Section: 0 Square Feet: Subdivision: OCEANWALK Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 3/02/1999 Name: RICARDO & NANCY PEREZ Total Fees: 885.00 Address: 1793 PARK TERRACE EAST Amount Paid: 885.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: Work Dec: INSTALL 3/4" P hone: (904)564 -2230 IRRIGATION METER APPLICATION FEES CONTRACTOR(S) PUBLIC WORKS DEPARTMENT WATER METER/TAP 525.00 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 i Inspections Required k 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 —1 "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROWY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSU = `Ag,CORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR leiLaTION OF APPLICABLE PROVISIONS OF LAW. m 40 rD ro el- IA Sly c � $525.80 88 � . � � y ✓ $35.06 56 Date: 3/83/99 81 Receipt: 8038598 CHECK (e1333 CHECKS 38612 A IC B bifI DEPT. 0 s61t 40888883433388 48 088883433781 DATE: / /_ 9 � PRE - SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: /&)-72 , o r �� ci.. L` . Enclosed are the blue copies of the permits. SINCERELY, 0 ( 2 - 7 t - BUILDING INSPECTION DIVISION cc:FILE �,., ^�= CITY OF I i >�ea &ed - �ecl2G ,, 800 SEMINOLE ROAD — - -- - — - - -- ATLANTIC BEACH, FLORIDA 32233 -5445 ,a TELEPHONE (904) 247 -580(1 4 oft F.AX (904) 247 -5805 NOTICE TO: Water Department FROM: Building Department - DATE: _3- 0 -`��`I DACE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address / C , � � 3 (� �k. 4i. - )...■ C/ .,A 'H n Sincerely, \---;) '' : 6, - &(7 - i / 1/;, 4 2,42-, Building Department 03/10/99 17:38 13'909 221 3586 ICI OF JAI INC. ®001 MAP SHOWING SURVEY OF __ LOT RECEIVED OCEANWALK UNIT T ONE AS RECORDED IN PLAT BOOK 42 ` , PAGES 1, 1A - 1F OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. INCLUSIVE MAR CERTIFIED TO: RICARDO PEREZ at NANG PEREZ, SOUTHERN TITLE OF NORTH FLORIDA. INC., I�AR 1999 CHICAGO TITLE INSURANCE COMPANY, INTERVEST CONSTRUCTION OF JAX, INC. INTERVEST CONSTRUCTION. INC. AND MERRILL LYNCH CREDIT CORPORATION City of Atlantic Beach Building and Zoning O.R.VOL. 747, PAGE 5 S 89'57'16" E 115.00' PLAT g Fa S 89'54'04" E 115.06' F.M. cONC.uON. 1. PLS 3398 v FOUND I/2" IP OUROEN L8 1048 ti • Q CONCRETE CONCRETE /- - 20.0 REAR B.R.L. o.... nl co I )tT� 35.4 ^ V' CONCRE7T O 8.T' o CRETE 0.60.5 ^ t 2. 1 4.4' / �: 126' 62 / 26.6' � . 4.0 / k/ W Q/ 9 /y 0J n u / ^. i A e/ N N. "� In y l ONE do TWO STORY n el 2. 2s• / N "./ ST UCCO ' \ ` x ` / 10 11,9- I NOT POSTED G / � C V . .>. � LOOR ELEVA (9.58) 22' / L. , ` Q C. lo CONCRET / � �^- ENTRANCE, / K , 41 6 9' - b n Q T_ 10.0' y r p' V it �0 10 .0')( 10.0' 4A�q' A� FOUND J.E.A. EASEMENT Eyl, O I /2' TP CONCRETE P ) % N OURDFN ELECTRIC 80X e R 4 ro 1.0 1048 CONCRETE WALK 36.0' . 6s, ` i O CONCRETE 3 D �/1/1 � , i 6 ' D O 1 / CONS',R l ETE 0 ''''s l i 0 GR IT . ST y TI,O, • rSO- / �) /� FOUlQ ` 70T A , PLS 3395 C C) //'77- 1 9949110 RESTR1C101 u1E INFORYAboN 9909000 9Y NTERVCST CONST9ucioN Or JAIL, .C. NOT VALID w1NOUT TN5 116114 URE ANO THE MORAL RY$EO SEAL Of A MOOR LICENSE° 551921701 4115 YAPPER. NOTES 1. °E„•••• •95 SASE, ON 11K cAsTERLr LINE a OCEANM549 uNIT ONE A5 90111° N0002 LEGEND DATE rc9RUARY 75, +999 2. TM5 IS • TYNNKI•AY .1,900 3. EiEVARQ.s SNW91 T}NJS (r15.0) REFER TO UNITED A T O DOMES UNARM YOwNENt SCALE 1- . 20' OATYM, NATIONAL 0505(6 KR7CAL OF 1919. (N v DS OF 19 ANO G EODET IC A1RY[Y • - Op9Rf raw 149.. J09 N0. 4. 9 HOW HE 17 GRAPHIC PLOTTN4 ONLY. THE MTOIKRTY SREON LIES RONAN ZONES: u'O"Ot° • ' - • KR L/2 'dRN NL SET s. 9001(5) " S SHOW ON THE y EFEOEAAL CYCRCD+CT NANACSAIENT AGENCY (F.E.Y.A.), NATIONAL 11000 0.o'ts •NM ARE rams P 1. SA N n NISURANGE 9MT F4000 INSLIRANCE RATE SAP (F.IRY.) CONYUIRTY PANEL NUY9EA: 0 ( Rromo) ACRS) 1 5 Ron1 O_ 041 . ; MAP 9550 OAIC: _ APRA. 17 79411 x 9a9IEt 6Mea ar Cpw +OAT 9 UNLESS 0 NOM . ANY PORTION Of E PARCEL THAT YAY 9C NUM RS TIETW+OS FAC HAVE 917 STATE OR COVERNYCNTAL AGEN059. HAS BEEN 061ERNINEO AND AN1• UA91u7Y RE55L11NC 1 1 4 5 11 1Ef110s IS NOT INC RESPONSIMUfr OF THE %KKK - 9 c. . A & J LAND SURVEYORS, INC. 6. TAM NAY BE REE770CTIONS OR EASEMENTS OF RECORD MERITED 9Y 77112 E%ANMA/10N CCRWFICATE OF AUTH0 A O - •48, 6567 1„47 HAVE NOT 9CCN SNOW HEREON. r" P ROFESSWNA. LAND` AB9REVIAnoN$ THAT YAY y90p IN 11115 WNW,. . ' , { .CA' 4) ) 38 6448 4600 2756 NVIL S 9N7i;;490a) 364 -64 P. L. PERMANENT CO PONT T C AAy�y(NT JACKSONVILLE, 3223'g P.R.Y. PERMANENT RlTEREAICE YONUYENI L LICC/ISCD 111911[55 _ - -• � P.op.C, PONT ON L11RVE 1.44 Kamm LANG SY°v5YOR "• -• -'``-- P.O.e.. PONT OF WAG J.E.A. .., 5550 DNY11LE EIECTRIC AUTNO971 0 IS r COMET M A r I 0 NYRYEY y \7Ry�wrLiY,ESEN £CC0 CO AN PR. OT R K R(jQN(NNC( E EOTx►YENT ACTUAL FIETD 9'11R1R 0 'UNDER my 5 ,410 W ACCORDANCC .O. 9 .0 PO OF C�CY39•YQAT/RE A 5711 P11ENT NER 711TH 111E IAN TL�MNI f1ANBAROS. AS 0O1TA4 SE7 F011N 51 P.T. PONT Of TANGENCY N NO CKNT6.CA119N ME H APTER 99 01 PRO►ESSL? CHAPTER AN 0APPERS. P.C.C. pew sr COW0UN0 11 IW!!. YONIYENT A CHAPTER pp -WW * ? CHYIIR i1NNM.0 0799* R.C. POw1 ppcc RL�R CUWMATURE 11.11. new new u('ASyp6p AOYNISTRATbE3,OOE PURSONAT 1DfEC'OR a72. 7, P.I. PONT Of WTERS[CMN R. 'IONS CpyALS O� OIYOA STATUTES. P. 1/11 RIORT or WAY `` ARC LENGTH EOUALS on. AO_ 01TIOAL RECORDS v4YYC CN.. 05000 9EARW6 A: DISTANCE 000AL5 PFA D9. 04 A E G 0 E BOOK 90711 CENTRAL ANGLE 20057.5 GEORC OA 9uv.01NC RESTRICTON uNE Ca CR C. CONETS REGISTERED L RMtit R ATE CER Ne. $155 PRc )PERTY DESCRIPTION Lot # i% , B.1 k # t , Section #- RECEIVED Subdivision: 5c cxr l?\ \'-, MAR 1 6 1998 Street Name DESCRIPTION OF WORK • R or Address.: C ( -CC:-.(X) E. 3 Dr IV 0 City of Atlantic Beach (If in a FLOOD HAZARD Building and Zoning Flood Zone: area complete page 3) B • of Descript''o c\ e. .' - e-Ac( (°� €_ to (i worm wra • Class of Work: (NewMe._. ./ Remodel /Addition: \ rn� ( 1 - 0 1 . . ) . ZONING INE'TION Type of Construction: FUQ`\N\ei Zoning 1 Proposed '�v District: J 1 Use:. `� ` Estimated Value $ Exceptions or Variances l Materials: Granted: * ) I �v Soy i d or Filled, S Grounds f---% N, 1 Roof : ( \ \j' 1 Q, Method of Heating: s , _ __r., OWNER INFORMATION Progeny Owner: \C a�C Phone Mailing Address "- �'V�,� -� ,--V . ��� �j C. ' -\ __.2Z Zip CONTRACTOR INFORMATION Contractor: \e.c v ( m- w, \c\f, 6Albehone : Ot oLo- �3 ) X Mailin g,Addrgsst��� K. \,� �,/ V.l� ��1 Zip: Expiration CITY OF 0 ' D, -�� Office of Building Officia • AND' KNOW ?HE SAME TO REQUEST FOR �NSP C NG THIS TYPE OF WORK Date -- i Z ON OF A PERMIT DOES NOT Time )ERAL, STATE OR LOCAL Received /IC a ' M. Permit No / fG THE GOVERNING OF 4 _ -__- -_ _ : UNDERSTAND THAT THE Job Address �� - TRUE AND CORRECT AND Owner's • / / ) REQUIRED. Name amin. C ONCRETE Co for , �� .3/1t) I �� Re • oofing Footing E LECTRICAL Insulation Slab 0 Rough w iring R uUMBING Lintel i Temp Pole 9h MECHANICAL 3l l �l� Final L Top Out Air Cond. & 1 S ewe r Heating Mon. Fire Place REA • : INSP ce Tues. e � DAY ECTI Pr Fab ❑ Wed. THIS I `�J F✓ Inspection Made C 3 r Thurs. [7 Friday A.M. � Inspector A �— F. inal Inspection Certificat of occ upar. , Y i Date MAP SHOWING SURVEY OF LOT 48 OCEANWALK UNIT ONE AS RECORDED IN PLAT BOOK 42 , PAGES 1, 1A - 1F OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. INCLUSIVE CERTIFIED TO: RICARDO PEREZ & NANCI PEREZ, SOUTHERN TITLE OF NORTH FLORIDA, INC., CHICAGO TITLE INSURANCE COMPANY, INTERVEST CONSTRUCTION OF JAX, INC. INTERVEST CONSTRUCTION, INC. AND MERRILL LYNCH CREDIT CORPORATION O.R.VOL. 747, PAGE 6 7ECEIVED S 89 E 115.00' PLAT MaR 1 0 1999 a FOUND S 89'54'04" E 115.06' F.M. _ : -. CONC.MON. �� PLS 3398 Building and N DUROEN v LB 1048 2 � � L. CONCRETE _ 4 CONCRETE 'St 20.0' REAR B.R.L. C ONCRETE N CO / in 35.4' 0 6 6.1 T / J „i o CONCRETE 0 . 5 2 0' 24,4' Q0 ^ PATIO ^ I d /y, al. 12. N �� J C� 6 ' / / 26.6 • 1 .. 4.0 / in Co , ONE & TWO STORY ' a A \C PADS 2.5' NCRETE / N , STUCCO / .. :- f NOT POSTED G / 1 j • 9' s FINISHED FLOOR ELEVATION (9.56) 2.z / ( �• c '- r 9.0' CO ..V (\/ •�Q (Ni \ vi ENTR 1 �. d - \ \ 1 6.9' 2.0' � 1.4' -f v 9.8' •^ , 0 ,�F ((� \ Lj,1. 91 0 N � � ^ ig t Q„....._, c 1 0 ,0' d 1 0.0' X t FOUND :, J . E . A . EAS N DUROEN C ONCRETE P A0 FOR R,( O ELECTRIC BOX LB 1048 CONCRETE WALK 36.0' 17.3' ^' \ 10,3' ' r \ 6 S O ' 1 , (i, CONCRETE 0 j,., ' DRIVE: N 0C ■ a . 1 ' 7 6Q J J CONCRETE / \/ F 0 ( , Q 6 S OO, Df21VE R S T 's �8` Cy ( 0/y/ / FOUND L ' /Q j I /� 1 20 1 /s' iP ro p a,. 4 j . PLS 3398 O 7 H BUILDING RESTRICTION LINE INFORMATION PROVIDED BY INTERVEST CONSTRUCTION OF JAX., INC. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. NOTES 1 1 Cr•CAIN 1 • FLOODPLAIN DEVELOPMENT INFORMATION Location:: 0 (_'_QrWC\ \V.._ "J Type of Development: S w 4< f P Flood Zone: Required Lowest Floor Elevation: q _ S 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 provisions of Ordinance No. 25 -7 -11 and all other laws or ordinances affecting the proposed development. Date '3) 1\Q iqe-6 Applicant's Signature CK\\\ P_X\ °V S \ iv.0 C.AN `Y Department Use: Required Lowest Floor Elevation G (- 7- As Built Lowest Floor Elevation 9 , Survey Filed with Building Department 1. 0 Building Department Repre entative 0 o �' ,-.4, v _ F1 O Riov NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE t' -,.% .37 0( 47.,z_ 57 c .- 9 .-- 2,51 -', THIS JOB HAS NOT BEEN COMPLETED The f•Ilowing additions or corrections shall be made before the job will be accepted — - - -E� rS s 9 / pTLANr� v _ NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS 41' e C G t . !Z f E - OATS THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before WISIONARIM as* . the job will be accepted • 5 '.; p,LANTiC .„.Er, A So I a ., .- --.,.. C, ' 013 NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE b DC ea— foras/ 7r THIS JOB HAS NOT BEEN COMPLETE The followinn nricnc,,.,,. __ _ _ !r... ` I /. ) - -. l_ S o o' o o'. o o o \ o o/o o ` o \ a `o .l ° H ° / %` , ,_fC�� e / 1 Nob' I f0. ,, II i 4 �, o . 3C crtificate of ®tcupanq /1))/, (itu of ' I� lee: Atlantic Netter — 3Rlortho ° r,,, �' ° ilepartment of +tutlhtng Jnopection . \ i This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard :If j 1 ► 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. ° V 1147 0 r / /4 Use Classification Sing Family Residence Bldg. Permit No. 16223 k ' Group W. frame Type Construction Sf Fire District Atlantic Beach ,` � — Owner of Building /Nancy PereZAddress 205 Oceanforest Drive N. " i y Bui • gAddress 2 05 _Oceanforest Dr.LcIdallty Atlantic Beach. FL 32233 ° ∎- 1 , 1 ,, ; i f l t� I ( By: DON C . FORD I L } Date: 1 J f Building Official l I ° � ∎/ POST IN A CONSPICUOUS PLACE \ / I lb' ‘1 a„ e�o�oo ao oo�aoeaoo�ao����oao�oe000ae 00000° �oo 000a oo.,o�o<<�o�.,ea��a000.,,� 1 # 1 °1 �e o � . e � `_—" a ` _ '' Ns. +� ��� J T 4...'" ' �` .. o //� ,� -;. Wi t , ° ' — BUILDING, PL- INNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BE4CH, FLORIDA CERTIFICATE OF OCCUP.NCY WORK SHEET Date Requested: a� Building Contractor: t ' Building Permit Number p : >� Address: a 03- C -. -cam `o.c �_t %��• h- Legal Description: 4, / Improvements tc the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as p „ Lowest Floor Elevation: �(p required as built * * * * * * * BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire A / Public �` y, Works "� :2- `.��..- `„� (, j Planning 3 5 Sl f�l C_ �� auilding � 5l 4� //- 7j � / _=---) f:-. ' �t o .✓ � � \ � o f o � ) /� '��LC J � �%. \ � o l�i�L t (/ 1 it ° h1 \I C�prttft�c�tte of (� ccu�tnct . i 4 � CIit of f► ,r - Atlantic iUeacld — Jilnrhtt i,,, i'; Department of ±tutlbtng :inspection ` % ► , \ i This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard � 0 ! Building Code certifying that at the time of issuance this structure was in compliance with the c <- . o ?� h various ordinances regulating building construction or use. For the following. `� ►/ lc e Use Classification Single Family Residence Bldg. Permit No. 16223 k; � ) ; Group W. f rame Type Constructio sf Fire District Atlantic Beach 1�� . f` le �' , Owner of Buildi R icardo /Nancy Perez dress 205 Oceanforest Drive N. `� rki Buil ' g Address _ 1 : ar:f ores t Dr.Lolivity Atlantic Beach, FL 32233 1■ +J1 g 'l i By: DON C . FORD ` N Building Offici.I Date: Z ` (f 9 9 Pr VI: POST IN A CONSPICUOUS PLACE ILr 7 MI • nn j' - -���,,-� // CITY OF nn //',',��;�,��,� ri�zlic /?eac/ — `Oitala Office of Building Official • REQUEST FOR INSPECTION I Z / Permit No. Date !! Time A.M. Received P.M. cS � ±, Locality Job A s dIP Owner's Name // Contract BUILDING CO - TE ELECTRICAL PLUMBING MECHANICAL Co Framing ❑ Footi • ❑ r] Air Co nd. & ❑ Rough Wiring ❑ Rough ❑ Air Re Roofing ❑ Slab E Temp Pole ❑ Top Out g L Final ❑ Sewer ❑ Fire Place ❑ Insulation Lintel Pre Fab READY FOR INSPECTION A.M. Thurs. Fr PM. Mon. ues. Wed. ( M. Inspection Made _ bn. �FJDal- anspecti Inspector Certificate.�f ,Qccupancj C Z Date OCYAN'l RECEIVED -,,C t a l a i c o B n e i n a g c h MAR I 1 1999 March 11, 1999 Mr. Don Ford City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, FL 32233 Dr Mr. Ford: Oceanwalk Association Inc. understands and accepts the fact that the Perez home, constructed on Oceanwalk Unit I, Lot 48 does not meet the minimum floor elevation of 9.75 feet above mean sea level specified in our Covenants and Restrictions, but is set at 9.56 feet above mean sea level. / /-/ i e' President Oceanwalk Association, Inc. P.0 Box 331188. Atlantic. Beach, FL 32233-1188 RE C J i s I. 7t11 ; 199 i f N , 1 �. C anir� �( ,.•. t each Y'' y Build and ?,Wing March 11, 1999 Mr. Don Ford City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, FL 32233 Dr Mr. Ford: Oceanwalk Association Inc. understands and accepts the fact that the Perez home, constructed on Oceanwalk Unit I, Lot 48 does not meet the minimum floor elevation of 9.75 feet above mean sea level specified in our Covenants and Restrictions, but is set at 9.56 feet above mean sea level. / ,,,,, --r >0 President Oceanwalk Association. Inc. P 0. Box 331188, r \;.';ont , P, , FL :3:233 -1188 r Nz . — �_ �. ono ov 0. ooe :.. o°000eoo - o aoa e e .e � e a . e ......... ea0000 000000 o�; I° 1�, grtintat of Mtrupantu r _, e (llit of � . r ye a Atlantir Nearli — 3tnriba % � pc...,, DPpartmPnf of Building Jn,sp>'rtinn ; - . • \ This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard 1 j e ✓� 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. ] r. / / 4 Use Classification Sing e Famil Residence B ldg. Permit No. 16223 , \" � Group W. f rame Type Construction s Fire District Atlantic Beach ,` l : Owner of Building R /N ancy P erez dress 205 Oceanforest Drive N. ..:..1,- k"i Buil g Address 1 ear:forest Dr.Loity Atlantic Beach, FL 32233 I �-,11 ION _ t By: DON C. FORD / Building Offici. I Date: Z — / / ' f I II ! I ^. N1 ♦ POST IN A CONSPICUOUS PLACE 1 P 4 - , , • CITY OF --, - ;,-. 1 ...• ' i ,' • . 74eicutaeFeeld - &Leda ,... ,. , so() SEMINOLE ROAD t,..i. -&------ : \ T LANTTC BEACI1. FLORIDA ,t22);:: t ;5 it. TELEPHONE (904)247-5s00 FAX )904) 247-5805 .„.1, .,. SUNCOM 852-580() ..) t_g tg I 4 ii a zte/.. ,.._-? -/l--- #q _ gq,62,/if.- 13+- 1-14 7 e ,,,, ; s 1,f CI C f u2 tibwepe*, PPR4 RE CE / VED jp r pO. TAA'T BU]LD1NG OFFICE PLEASE READ THE FO _ L id ' 8 MAR 16 1998 �,T�i,�, C ' . • - : eacij' Building and Zonings 1. ALL FOOTINGS, REINFORCING, FRAMING & INSULATION MUST DE INSPECTED AND A PPROVED BY A CITY INSPECTOR BEFORE CONCRETE POUR OR CO \'ER UP, CALL INSPECTOR BETWEEN S AND 9 AM OR CALL 630.3973 TO REQUEST AN INSPECTION. 2. PROVIDE FOR THE.FOLLOWING: SEPARATE PERMIT FOR PREFAB FIREPLACE APPRO \'ED LATERAL BRACING IN FRAME EXTERIOR \VALLS APPRO VED UPLIFT ANCHORS AS REQUIRED FOR EACH JOB DOUBLE JOISTS UNDER PA RALLEL PARTITIONS (WOOD FLOORS) 1,2 " ANCHOR BOLTS \WITH 2 "X 1/S WASHER THRU P.T. SHOE AT SLAB & P.T. PLATE AT CONCRETE LINTEL AND ALL INTERIOR BRG. WALLS min. 6" imbcdmcnt in concrete PROVIDE FIRESTOPS AS REQUIRED NO STAPLES ALLOWED ON ROOF covering, roof or shear segments. _. THE PERMIT HOLDER 1S CAUTIONED TO VERIFY BEFORE COMMENCING CONSTRUCTION THAT THE CONSTRUCTION AUTHORIZED BY THIS PERMIT IS IN COMPLIANCE WITH THE COVENANTS AND DEED RESTRICTIONS ON THE PROPERTY, AND THE CONSTRUCTION 1S NOT TN AN EASEMENT. .. PROVIDE APPRO \'ED EMERGENCY EGRESS OPENINGS IN EVERY SLEEPING ROOM AS REQUIRED BY THE CODE. 5. IF A ? RE -FAB FIREPLACE FAILS TNSPECTION'BECAUSE OF WORT: PERFORMED BY THE G. C. I-E \V1LL BE ASSIGNED THE RETNSPECTION FEE BY THE MECHANICAL INSPECTOR. 5, PROVIDE ADEQUATE VENTILATION FOR ALL ATTIC SPACES. 7. ALL EXTERIOR WALLS TO BE SPF ? (SEE NOTES ATTACHED). S. ALL TRUSS DETAILS MUST BE SUBMITTED TO BUILDING DEPT. FOR APPROVAL PRJCR TO En ;,CT)ON. DO NOT MAIL! ` LOCATION OF ALL INTERIOR FOOTINGS \V1TH,ENGINEERED TRUSS LAYOUTS: %C CONDENSER MUST BE MIN 7' FROM PROPERTY LINE. PROVIDE ADEQUATE 4.NGLE IRONS OVER ALL OPENINGS TO SUPPORT BRICK: VENEER, Sc ;K;E''STONE CONSTRUCTION OVER ARCHES WHERE APPLICABLE, :_. PROVIDE SMOKE DETECTORS PER CODI • USE TE.MPEP D GLASS IN SHOWER AND BATHTUB DOORS AND SURROUNDING \\ .. L '_S vR SILL HEIGHT IN THE \VALLS IS LESS THAN 60" ABOVE THE STANDING SUR,=AC OF SHOVsrER OR TUB BUT IN NO CASE LESS THAN 60" ABOVE THE BATHROOM FLOOR. JACUZZI TO HAVE ACCESSIBLE MEANS TO ELECTRICAL WIRING AND MOTOR, THAT \VILL NOT ; :::QUIRE THE REPLACEMENT OF BUILDING MATERIAL (SUCH AS CAULKING) NOR TI :ENTRANCE OF MOISTURE. 5 AS OF JULY 15 1992, THE REINFORCEMENT STEEL IN THE FOOTING OR SLAB OF ALL NF \V ii /, .a. , ratzcrasi'vo(-4t. 1 : TE...,, ,,, TF>P6 '5 1 :;.CONINUCO \ `:.,:, - , L''' '..' ....4 4: .. !".77. g: ' ---)/ . , • i I b - - • - - - -- - - 7 --......„,.... , _ - c..7: .___. __ - - . N 1 , -- - btE4ED.Es.k:::- - 2'S'5 T.OGETI-IER ; ..'..115ING I6D, klAIL..5 0 t -- ....16 1 . 0.C.,. STACERED / : - . / .:, ...,.. - .;i-gt•;,.. • ..: :. ;.: • ;-. .... 1 ickk-titi,...:',P.IP ..' /..7X1122,1k7d.:WkIL. ----..... i s i . ": . "-'• - t. , .. .-... .,.(.3'.".. RZ4:;..1=pt•J., LET4dri,:kr --,----,—,. . (.2) ?X6 lite■ilt4R744RACIF ..... :500R; 1 EAPER ' $IDNAILEE*i ..tt 1/16 "*655 Et4 I E C11 I s... . • - o.t.: sEt4 : •• • ..., ,.,. • ...,-. • ' 41 - ..<'.3'..2'W..'• - - - . ) • ■ . ;,., . f 4", WIrr, 11 -- , , . - ,........:-.:...: - • - ..., ----__ ' z .1- 4,. !.' '-'. :.-s- .. . ''..:;;F4"3i . :: lisitCr '.'-.-Clet. -;ZE.--t:-.F6Cg:it;4130CA4c)4;41DE ' -.•::.O'F;444041T-.::.ifek,O*4441kb!*$.;::0;cf4,11. "- - -: - F g .. t:. . . - , • . : -- --iS -..„.. 4' c L'..:413' '' 7 ' s ss.......... , Ti4IcKNEPI'•AT....Er:56E,., .._ ---____ ---\ ________, v - /___ __ _ ....... ...„.. •:•.... _ ,....„..,-,; ,N ( 6 , - 7 . , ETAiL 16 c REQUIRtO:tur . ... r.,,,....,,,.•. tif.4 •cv 11-4E- = - PROTRUDE TI-IAN 6'..-FROtt T.-1E FRONT WALL OF TH E 140 USE.:1 - ___''...'' . ......\ ,. AND /OR . 'GD&IJ' 15 5 AT TI GARAGF.. - ON - ,...i.i=".r..',. - \ D3. 11.3-IEN NOT REQUIRED. 2x4 CONSTRUCTiON-.1•14'r..1*--'. ID5 - \ • IEP 1.5 - kigdge,.., AT-AI-It' DvOR \JAP1E3. (CDSW) ciARAGE L)ooF 1 5-HE ARWALL EA -_ 5 AL E : , 1 ! ,____ ln�llrrn 1 • INFILTRATION PRACTICES INFILTRATION 13 AlZillEft9 To lttov,1 (ot IrJJ ;Jon (dr!ta t) lotlu L)vovjh thtbulldinl tnrtloN,In(tlalllon r du<Ilon All In (tlaulat bullet tnd h 16 ieiJut111 ba vhtbis Ivnl'IVt ftulutt)L ).d ob}ocU perxt ,l cs Ittnnlqutl tit tomDl Into Ih� t group), or pnclictl, 111tit Ihrtt ptictictl, In donbtrritrtht )ibtuvlkod, :ultl tctkdbI bcrricriu(ta ' II bind 11, 11, Ind 13 rc pro tnl Ihnt dU(utni 1n111u111oo f t►e1 Tht hIjhtt Iht pptictIct numb<f Iht •00Irt' tht hovit Ind Iht lower tht nulnb41 of Ill thtnld ptr hour. 1181 conllla<Ilon Infllattin 1, t/111 1 / thtt trt thy vt or 1tWd�n 1 141 1«h rcgltlod k Sttdon M.1.1(() (or uch ncdct tit 1111 below, P ( Pl I of I of l v,, LS:vlc P twilled n sttordtntt whh f]4tplee 1 of Nt p1� 41SI1Jt4ll 110,1,1b1•1 c{ fundanunla Acco4UnI to ASIIPLl3, tlt•tond)Uoned I In humid cltmU ' tl htn cvollnj 6oc,'L,I c(.on ('seller II thovld hive rlpoc rtludtll inllJittd on tht 7t 11 1,o( Iht ln:vlldo.l ous mull tompl) with u d cllpllrt ttiulltmtnit for window, oor tnd dnci..or! 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I Ir r.lrnak llwt f. • ( 1Ilrarlon Oarrltrl for DlocA Conitruci(on 1114 tnlin..1•r iOIt 1l......1.•I,t. •_J 4_484_. _.tn _...nr_ 1_ n1...1_ - t _ 1 _ , , 1 t . .. --.,„ H. . ,, . ............ ,, ;N )12 011 DC1'TCII CXTCI110(l STUD IICULRCtIClI'r$ . i I 11 ; II EXTEIt1on HALLS- USE 2 x x STUDS- 10" 0,C. usC 2- 2 x 4 atudn continuous on.00cli o1Je of '4', 5', G' 7' and 0' openings, USC 3- 2 x 4 vtu(v continuous on aocl' side c of 9'. IU', 11' and 12' openings. 9' I110I1 Ex101Wlt WALLS- V,SG 2 x 4 STUUS- 1G" 0,C, . USC. 2- 2 n 4 etude continuous oocli ei(o of 4 5' ond.6' openings. USC 3- 2 x.4 studs aoch aide of 7', U. 9' and 1O' opens ue, USC 4- 2 x 4 etude continuous eoch side of 11' and 12' openings. „ USC 2- 2 x 4 etude continuouo eoch side of 4' oi'U 5' openings, USC 3- 2 x 4 studs continuous each side of 6', 7', and 8' openings, USE 4- 2 x 4 etuJo continuous •gosh site of 9' 10' ei'J 11' openings, USG 5- 2 x 4 atuds conti each side of 12' openings. ,11 111L;11 EXTCIt10II WALj $- kLSC 2 x 6 S'rUUS 1G" 0,C, uSE 2- 2 x 6 studs continuous each side of 5', 6' 7', U' end' 9' openings, USC 3- 2 x 6 studs continuous eoch side of 10', 11' and 12' openings 12' I11CII EXTElt1011 WALLS- USC 2 x 6 4./UUS 1C'" O,C, use 2-.2 m 0 studs continuous eoch aide of 4', 5', 6', 7' and 8' openings, USC 3 -. 2 x 6 studs continuous eoch olds; of 9', 10', 11' and 12' opeiill%ga L I TC1. Special considerations need to be mode for exterior wolla over 12' high and for openings wore than 12' wide, . Uouble top piotes shall be IIZ YP tilt HZ SI'r or bettor. Any e „cepllole must be opprove( by building official. See sPC101 requirements oC enterlor walls. _ _^ _ -- L • ,� .,,..,,,,,,CG.S . 4��: :C, 8'11 1.4 , , • . . . P- / . srvos : 0 . 4 , , ri ,, ,TO. ec, r Po wJ ✓,q r/ cT r�ir.. -7Y . I ...,. .. 144 '...- _.__. `. - _.. ,.. - I . /Ji i r-- l/J a .. .v .,- r /O,.•3 A (//,,J / Yf/7 L.✓/J //_ S P • rt '.:1�.. r 't•t}f1•:Y:`. � r``f •� Irk • ..� . ' �.,:) ,: .. r.' (,.•rr ` 0- . H;I► ��,1i . R - ^ •' i .• 4•. . , % Y.+- .y- • 1.k. /�.rY �i 4• ' p 7 �'� /N � t ,;) ^ . .M . . iii• �Y 7• • � ''V.5 '�4 ' }IN).Tt ♦ - i.. .ev 'r' !'. '•'4 1 ' U , i :o- 1}i, �.(. .} I .-1 '1 . 4- ! As '0 I '' ' ''' + ' . '} •.: ,� . N : , ..•••4'0: . a•. '}': ' 1 t I 1 (.. }} r J'� /4 , :( y�•r' •�i • 1 i! -' I �.. (��,, 3'� •,r.', ■ 4 ,. 7 ,(� " ' � • .. k. } ',, r ) ;;;?.; U'� '• :: r! ,rr r�.. t•r •:. j . , '., �'.;'• •,. ` i r •� .... ' C ' ' V.I 1 . , }.. r r'.1 • I ' *. � ri . ULPAtt'1'MEN'I'•Ul; U1I1,1C 1Y0R1(S 4: : :; . : .' � ,� , e .• e / l :tt flurldinl; mid Zoning lnspcclion Division' � Ca f 44 � f ,:��'uv,wl,l \ .M 1. l+�! Iry4 , t .:ti . ;}w. " {�` r r•F' L rK SPF STUD GRADE ' STUD REOUIREMENTS 8' MAX HIGH EXTERIOR WALLS - USE 2_X 4_STUDS - 16" 0_C_ ' (12" 0.C. ON FIRST STORY OF TWO STORY)_ Use 2 - 2 x 4 studs continuous on each side of 2' through 4' openings. Use 3 - 2 x 4 studs continuous on each side of 4'2" through 6'0" openings. . / . Use 4 - 2 x 4 studs continuous each side of 6'2" through 8' openings, Use 5 - 2,x 4 studs continuous each side of 9''through 12' openings. t 1 8' 2" TO 9' 0" HIGH EXTERIOR 47ALLS - USE 2 X 4 STUDS 12" 0.C. (USE 2 X 6 STUDS 12" O.C. FOR FIRST $TORY OF TWO STORY) Use 2 - 2 x 4 studs continuous each side of 3' or less) openings. Use 3 - 2 x 4 studs continuous each side of 3'2" through 5' openings. Use 4 - 2 x 4 studs continuous each side of 5'2" through 8' openings. Use 5 - 2 x 4 studs continuous each side of 8'2" through 9' openings. Use 6 - 2 x 4 studs continuous each side of 9'2" through 12' openings. 9' 2" - 10' 0" HIGH EXTERIOR WALLS - USE •2 X 6 STUDS 16" 0.C. Use 2 - 2 6 studs continuous each side of 4' through 7' openings. .: Use 3 - 2 x 6 studs continuous each side of 7'2" through 12' openings. Special considerations need to be made for exterior walls over 10' high or openings over 12' wide when using, SPF stud grade. SPF Standard and Utility grades are not permitted for exterior stud walls. Double top plates shall be n2 yellow pine .or n2 SPF or better. • SEE'. SPECIAL REQUIREMENTS FOR EXTERIOR VAULTED WALLS. ,::,.,,, i . . \ — — /fir / _ r s July , , n ir. he oc of sl ab of 15 all 1992 new constructl reinforceme must [ st be eel ma t dart of cne grounding electrode systems as per Article 250 - B1 of the . 1990 National Electrical Code. This connection must be protected from corrosion if It is not embedded in the slab. • DEPARTMENT OF REGULATORY & ENVIRONMENTAL SERVICES `��� Building and Zoning Inspection Division •' � �, . :-L—.. /7 / 71 °R.' 7 7:::.// . / PROVIDE ADEQUATX VFJTILATIOI FOR �.. -. _,,. ATTIC SPACE 0 NOTICE! , /ILL EXTERIOR WALLS .TO DE: ALL FOOTINGS, REINFORCING, FRAMING & INSUL. ATION MUST BE INSPECTED AND APPROVED BY A CITY BUILDING INSPECTOR BEFORE CONCRETE . POUR OR COVER UP. CALL 630-1110 BETWEEN 9:00 A.M. — 5:00 P.M. 'SEE NOTES A T T A C II E D 'FOR THESE INSPECTIONS. r^ •— ca ___ a ALt.JRUSS DO LS MUST BE SLIULTTEu V PROVIDE FOR FOLLOWING ! f TO BU G DEPT, FOR APPROVAL PRIOR - C TO ERE r N DO NOT MAIL. ( 1 SEPARATE PERMIT FOR PREFAB FIREPLACES. ( ) LATERAL BRACING IN. FRAME APPROVED xTER fOR R APPROVED . q,00 e - 5 . . —,� , — E VERIFY LOCATION OF ) HURRICANE /� NCHORS E C TRU S OR RA E ALL INTERIOR FOOTINGS ' ) Miti. i 4 IIIt) • I1 • S. ITII ENGINEERED `J DOUBLE JOIST UNDER PARALLEL PARTITIONS- RUSS LAYOUTS! (WOOD FLOORS) 1" X 8" ANCHOR BOLTS MAX. 0 0. C. THRU : / P. T, SHOE AT SLAB & P. T. PLATE AT C11 _ (� (� [ C [� MUST I I [ ,�/ LINTEL..�4' ♦ ./I�• .�� -° �. te _ r , AIC CO\DE:\SER MUST BEM /►' ;] BLOCS, MORE THAN ONE STORY IN IIEIGHTSIIALI 7' FROM PROPERTY LINE! 8E SOLIDLY SHEATHED. J PROVIDE FIRESTOPS AS REQUIRED, I 4/D , - - - - -•" - 1= aY— i • 7ha permit fiolddr 1S Cautioned to vorify before oom, f I'IZUVIUE ADEQUATE ANGLE IRONS OVER ALL nienctne construction that the construction authorized OPENINGS TO SUPPORT BRICK VENEER... . by this permit Is In compliance with the covenants and USE KEYSTONE CONSTRUCTION OVER ARCHES deed restrictions on the property, and tho construction WIIE(ZE APPLICABLE. Is not In an easement, NOTE PROVIDE APPROVED. r ii .: '\ (iational Wafs 1(800) 8744335 ,� . Southeastern 11/letaist Itastzvillc Wats 1(800) 638 - 1279 ' Florida W ets 1(800) -1279 \_" Miami Wats 1(800) 640 -4981 HURRICANE ANCHOR Design Features: • These ties add increased resistance to wind uplift. • Precision preformed galvanized steel. • Eliminates toe nailing utilizing correctly located nail holes for fast, easy r 2 and strong attachment of rafters and trusses to plates and studs_ • Saves labor costs. Materials: 20 -18 gauge galvanized steel Loads: 340 - 990 lbs. REGULAR ALLOWABLE DIMENSIONS FASTENER SCHEDULE LOADS PER DESCRIPTION PRODUCT CODE GAUGE W . H RAH tH PLATE STUD WINO UPUFT CTN \ Regular HCPR & Hal 20 1 1/2 5 4-6d !8d 340 500 " !84 4-434 520 500 � Regular HCPR18 & HCPL18 18 1 112 5 . 484 4-8d 520 500 �`/ • . Long Tie NOM HCPLL 20 1 tR 6 1/8 4-84 484 520 103 �' ( ' ;;K: Long Tie HCPth18 & HCPt1.18 18 1 112 61/8 4-8d 4 / 520 103 ` II Ca Long Tie RT10` 18 1 9/16 10 3/4 6-84 X1 12 884 6.84 X1 1Q 645 103 Reversible RTI2' 18 11/4 413/16 3-84 384 390 103 HCPR/L Truss Tie HCFTA 18 2 tI2 20 8.104 4-104 8•10d 490 SO wva;table in feller right triSTAt1ATION: Use al specified fasteners In schedule b achieve values indcated. • SEEGENERALNOTES: 2, 3, 5, 7, 8, 9 (tl .ScODE COMPLIANCE: S.B.C.C.L 19166, S.B.C.CL 19191. METRO DADE COUNTY REPORT ,,%...- l'--.). 140-0420.2.„• 1924630.6 I • -•:-..... 11 _ ,_ 3 1 , 0 . -........,..4616:-.--...- . „... ill : __ .. ____ .E .,.,. _ LONGTIE �� � ` LONGTIE • " J % REVERSIBLE c it V t .....: / / \ � � \id plc.; �r� TRUSS 0 HCPTA II: •,, V' HCPL.R/t_L V KEEET�VI. Pl. AN fk 106 RTIO 'Available in tett or right JUL. FLOOR TIE ANCHOR Design Features: • These ties are designed especially for use with floors tiWl & Zoning Inspection �. /• constructed above grade, as a connection between Ytv.lcst4n>ti11kl, Florida first or second floor level to studs. • Nailed Installation saves labor costs. Materials: 16 gauge galvanized steel /_ Loads: _ 990 - 1153 lbs. � ` FASTENERS •: J � / .,° PRODUCT CLEAR PER r DESCRIPTION GAUGE LENGTH TO TO UPLIFT L /1 ^ / ' � CODE SPAN CTN � ` _ PLATE STUD Stub First Floor De HCPFA 16 20 8-6d 8.84 990 50 \ \: `/ ' ,, t hrd Ti Second Floor e HCPSA 16 40 17 16 -I0d 1 153 20 IINO 0 INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. SEE GENERAL NOTES: 6 / i' a J103 WOOD CONSTRUCTION J103.1 Fasteners and Connectors J103.1.1 A continuous load path between footings, foundation walls, studs and rafters shall be maintained. J103.1.2 Fasteners and connectors shall be able to resist the required loads. J103.1.3 Fasteners shall be installed in accordance with Table 1705.1 of Chapter 17. Approved connectors, anchors and other fastening devices not included in Chapter 17 shall be installed in accordance with the manufacturer's E. recommendations. J103.2 Roof Construction - Rafters fi All such members shall be securely fastened to the exterior walls with approved hurricane anchors or clips. 4 PLEASE NOTE! • PROVIDE FOR 1/2" ANCHOR BOLTS IMBEDDED 6" IN CONCRETE OR 8" IN MASONRY UNITS, SPACED NOT MORE THAN 4' APART IN ALL INTERIOR BEARING WALLS AND ALL. EXTERIOR WALLS. USE 1/8" X 2" X 2" OR 2" ROUND WASHERS WITH NUTS ON THESE BOLTS. NO STAPLES ON ROOFING, PROVIDE FOR REQUIRED UPLIF 1' AT STUDS TO TOP PLATES AND STUDS TO SHOE. INSTALL CLIPS AS NECESSARY. 3103.1 FASTENERS AND CONNECTORS J103.1.1 A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, STUDS AND RAFTERS SHALL BE MAINTAINED. JI03.1.2 FASTENERS AND CONNECTORS SHALL BE ABLE...TO RESIST THE REQUIRED LOADS. J103.1.3 FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH TABLE 1705.1 OF CHAPTER 17 OF THE S.S.B.C. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT INCLUDED IN CHAPTER 17 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. J103.2 ROOF CONS 1 RTUCTION- RAFTERS ALL SUCH MEMBERS SHALL BE SECURELY FAS ENED TO THE EXTERIOR WALLS WITH APPROVED HURRICANE ANCHORS OR CLIPS. � . / I ; I / 1 ' 1 , ■ I , , I I ) ' f ∎ . ) . 1 I . ' i ( , 1 ' _,•L , . ) . . P), I,,_ ) t '1 `_LI. I VI 1 rl br , r " -�t_ J ,ti nV �i. "...VW— ," 7 r �! - - - -- -� G. ^\ - l �r C- - r . 1 ` : —Zi.Z, j.oiv • =''�: �G : .T • ` A � i : 09. • . 1 p t �. -F . _.T . _ --._ _ J: ' /fi r! , • - t \Q:5 —�•' • .....N2 L - - r_' ' -,; _ ' .- - "-=.- .'sue = ' L.- S h Li 7c Ot .{ f ..;_;:_ TRUSS 11E DOWN STRAP (Sanibel Strap) t 5 /8" Do F9aturot: a Provi6ae a6dtiona) Irlcnaled refinance to en wind up1n110 t~ocure r a!lert and hug es to wall ituda, top pttlo-t or concrete Ile bearru. Vale ta(t: 18 ow. gaNerlizo4 cteo1 9 . • loads: tSA8. 1880 bt ` rLITLHCA AllOwist ru tax PRODUCT 0AUQE S CHEOULZ LoAot COOL C TX HEADER Nero U KIT - - fA[TL! fR1 al W000 sltlot E 2X • _ - _ 1 3/4• U NOM It 10-104 1161 t1 3 1 6 vc m tome a I :•101 11 14 rt , OM f u TEN EM 14 COtiCA Cr — u 14.or'7z 11 1-NZ ce OK Iit1 11 LT R) Hon z0 11 1•r+: • Or _ 1110 11 MO TNO T1: Ft.sun t rs t• ptt �6 on fccd : D-CP2X .+d ON d b\a , 1 h Tv 1x tr►' it4 3 h tv ix * Iris of lAe . ,.tM to ptttt remain. ftllanart to ��iQ w erreor R+OP2X0 sac. 1:44 el !.s trw. 3 h t 8 T� 4 I .art It r+' 0(0 3arg• tv do J a..,•D.rs Caxr ce h.s;r••r+ uod-v el tY o;'v ,.- s•r•e'wrb,rrt my rtry. Th• rvt0. d :4-r-4".4 A tea.n6 rtrr 5t -x 4 t. tccce xt ..(C. 0,4 .r r 4-4. r..- J A nc'nrwno. X.ri IV b• t445"5 S. tootacos. hi T A.LLAt Oft Um ti cocC..e `.`1 r. I.:14:L c td.r.t rtb.i hit( t6. mil- r'..P l .Q r.r b' r+o 5c?' 1444-9 U N }O but". DOVOLE 2X (2) 1 3/4 ~ 1EE OEKCJCAL woTt3: 1 3 z ti C•CID{ COUPL1ANCt:: LI.C.C. (1114. VETAO 0LD4 COWTT RDORT t11.004.1 1, TRUSS T1E DOWN STRAP (True 11e) Patent Pending PROOUCT TOTAL H J'I 8ER C 847 a coot OE3 Rirnot{ CU. U0 F f1JTUlCRS \ , ZX HDPT2 1 Si1¢t T(w ti 11 bIZI l 1 L 10 12 & L( (2) 1 xDY 1 J3..tr In,' lb 11 1s 120 -&o SYA 1290 1600 11'220' 10i , J61 T11 11th 154 Ins ,ns F 00 T} O TT. f t t: MYS L'[ %xa en ..d•. .b. d N eves hat !v t 1 S:rScra ttr•' d 't� 7'r 0• _ tip 7'•11 rt`.r-o.n r+ .a.is' ? • . . / try ." V-4.1 eel IA �c Am V 110 t.e •Cp• 1 I _ d IN MIL LIh 1.0 tun 1T►-xt, N td;.,dt4 .-.KO" Yer4 oil( b+ic ht t44.n rc Sr i A.nScn a bi4 tt.. Y d 36 P+' Lc't...11 VI h 1407 r0+ 170 1 ):.1 rvi D44.• 5o.4'A=4$0"4.. Fg TIILL &TION: ilia ✓ 104Ctro6 `t ^ b`b-4" b &ow.* ra..•a ti6:tlid KC CEK NOTTS: 1, 1, 1 L.�t • v 1*),44 •iiirmibstetakvia ' r+oP swo� n \ /4 1 1./.' 4=41.7..4"4-4.ttill *fr k r11.1.114 % C }S D P2x H Di TO 1 `-T_ 1 ` 0oUaLl 1 . F{O?T • r { �' • / • �J O[/LL��� , �c } 3 �'__ < � R. 3 Ltic �v n ..F.10 a -- -•.- 0) 63E-25, _ - � _.�_, _...___> ..._..•._.7 _.._''�- '•�_' -; - •-- __,-- -:�. M' U- 100)'640 -<91 RAFT `�= Desi n Features: .r < <i 9 k last, economical ,.e to secure ratters and trusses to wall' • .,-. ��� studs and top plates. • • . N Materials: 18 g galvanized steel l Loads: 510 - 708 lbs. HCPRf 1 PRODUCT DIMENSIONS FASTENER ALLOWABLE _ SIZE CODE GAUGE SCHEDULE LOADS NAILS ONLY PER • W 1 STUD PLATE WINO UPLIFT CTN r. w sw,r Grip Dip CLPSW 1 18 1 19116 646 1 11.86 1 206 100 ` `� / �� • 6.66 t t .66 I 600' 100 / • :� Rsnat C6p HCPRF 16 1 1 9116 I 6•66 1 6.66 1 206 P • 'a� Rana/ C0 1 HCPR3 1 -16 I 2 9/16 6.66 1 6.66 630 100 r. ( 1 10G Aan.r Ctp 1 HCPAt I 16 1 39116 I 6.66 I 6•66 _ 510 100 -_ _ INSTALLATION: Usc as apoCliaC(a.t'o'ts to scheme's to a v CLPSW • SEE GENERAL NOTES: 2,3.5. 9 urc a values M'dKr'1s6 CODE COMPUANCE. S.B.C.C.I..9116 METRO OAOE COUNTY REPORT ' •' 1Q7o2.< • SCISSOR TRUSS CLIP - -._ Design Features: •• Specificall designed to prevent uplih :or scissor trusses. •' Y 9 P P c �� / 4.41 Allows for up to 1 1/4 inch of horizontal movement. - Mat erials: e galvanized • ___.•- :r �� ` � - - - � t6 gang g a zed steel: '::;'"-•-:;:"._:..-..-'..1... •: :_;�:: . - - • _- • � ' // 4 ` Loads: " ..• 780 lbs. : • �_� :~ ' _ FASTENER ALLOwAe "�, •' . • PPP �. -S12E' PR OOUCT DIMENSIONS LE LOADS PER GOOF GAUGE ::'SCHEDULE: - NAILS ONLY •=I TRUSS' PLATE I. WIND UPLIFT CTN .+ 0 .. 7X1 Top Rim : STC•24 I 16 1 73116 -I - 152 ; (s) 103 I (6) toe 780 I So - .*•:- - 2X6 Top P1ale ( .STC•2b I - 16' 15 in • • 1 Sr5 . I (5) 10d ) I.s ( ) , I I 0 at Top Bale I STC -28 I .16 I .7 1I 1 518 I (5) O 7 - ` i, :2.� . '.. _ . _ • C 5 lOd : 6 106 1 780 25 • '.: • --• . STC • - FOOTNOTES: n� __-; :.� y _ _. _ • _. _ Up(t Las cis have been increased to for Mod or eanhpuak e. :, Y INSTALLJ<T1ON schedule to achieve ' ind'r -at .h - Use : -5, 7 , 8 --. i n sdt �. SEE GENERAL NOTES: 'S, 7 S - - - .� ` STUD PLATE— STRAPS =L = _ - - .Desi 'Features: Economical installation to achieve continuous _ 4r loading from top plate to stud and from stud to _ a I `, sill plate. [��� Materials: 20 - 16 gauge galvanized steel H C P R F Loads: • 425 - 785 lbs. 11 FASTENER ALLOWABLE LOADS • _ �� ` I" I SIZE P CO T GAUGE SCHEDULE ( NAILS ONLY PE \ STUD 'PLATE' WIND UPLIFT Cc '-�` S:•q 5.106 t.1oe 630 k Plate PZS I 16 t 0.. I I ' 1/,• ` Double Puts I PBS-24 ;e 5-106 6.104 7ES _ 2( HCPRS / 1 5.64 I S-6C I 650 Si-tote Ptak F'.CPP.S 18 - 6.1 5-E tZS 10 ! 525 1 • • 6 6'60 1 706 t .I� l Dovbl! Pblc IiCPS 16 it ) 111 1 cl 6 I 630' P o S: :zp I S. ?2OES;; 20 < 1 cob I 5 70 tC SEE GENE AL NOTES: 2. 3, 5, ;. 3 s . COO: COMP:JANCf_: S.- , 9766 . 'r,FT RO CA05 COUNTY nc'0a1 ,51-0702.' IA 6 ( _ ; . a ., _ - - . ri ' �' l $ .1 $o : - `2� -,� =5, __.. MIIMPE% * i E 2....2,„„,,,,, R^A_AA:= 4SS ,:r /1 /i� ..•;: = . v r - N L n p I 27: i VII o Fo , R Sy g.. �o r. �• s A i 0 h V 0 . Fa w . : c. i C N 7 C N L E N n Q y G k H .. _ 64 CD it ` e g^ ; * o wl ° d�Y s : L . .. A ,�. n o ^ n 0 A .n r Q • Y N o a n t o • ... l \ p o . 0 'n ' o 6. • . B R KR n e H : pp + O v m > •• i r c H o ■■ z y N ,m .'-'' l pi , i L ^ n - O g r " n ' T ,It C 2P \O - - -._. __ _ 1'ln rw _ 1 V.. R o J rfY Q •^^ Lk r ^ k • n a — R. ° •'1 N .IT, - ;£ v on > r : ..-1 P tel w 9 I '- j I I O y H• I N ^__ ti § O ...2 te r P 1.: j r•: 5' ' L j 1 0- .... i i 2 ON x C n 11 to 4 • 7 1 7 - 1 - 1 - r -1 ___ -•-- ___„_____ ____. t ______,... r , a I P ° I P O O ° Y • ... n i' ii1 r 01 i r, z I V t. ^ n I 1 3 3 3 3 n n �w - 2 1 's■ • , . „ , ,.s..., ,,,. A' • R^ _ c • Amo n n n n R -1 . �Rar �•• "mom, 'li 1. • IN NNN m - A w r O I • , i . rr— y N el -1 j ! " V1 ° N �� /M�� /Y_ RCM o w% 1 N 1 0.1 N 0 II �� � � ll-11 C Z ^ 1 y t w N ' ' ' \ 1 M y ^ O N I I .. .. n .II �n 1 �.... w ti w O k n LIl iiiiii i itl III ...A n II^ .. 4 IP1� PO O OO r • 19 A t. ( t w^ 1 � f �. 1• 1 I I I 1:l I • BUILDING AND ZONING INSPECTION DIVISION • CITY OF ATLANTIC BEACH • ATLANTIC REACH, FLORIDA 32233 APPLICATION FOR MECHANICAL- PERMIT -• CALL•IN NUMBER IMPORTANT -- Applicant to complete all items in sections I. II. 111. and IV. r 62 ee , 4 , e1U % 1 r• • r Add r•►►:_j� i v�0 %y LOCATION _, OF Intersecting Streets: Between . S�r,► /.�eG f 9� And DC 9N 4,494 Z71 CUILDING Q Cr A.✓ V Sv b•ei.isio n 6�G � )f II. IDENTIFICATION — To be completed by all a pplicants 1. consideration of permit given for doing the wort at described in the above statement we hereby awe* to ce•fcrm said •.o•s a:: .,th the ettacked plans end specifications which •r• • part hereof and in accordance with the C.ty of J•ctsonv;l'e ordin•r.ces :e•.:1 of good practice listed therein. Nee+• of 14•chenic•I Contractors / O C••tr•c1N (Met/ c,.5/90 VE e • s Mesbr Nea.e •1 /� Property °.n•? ..L • C " . .L < .1 ' WJ' Sig•eti.• el O.ser Signature of or A•Mwis•d Agent M /� Architect or Engineer 111. G-ENERAL INFORMATION A. Type e/ heating fuel: B. O Electric IR OTHER CONSTRUCTION BEING DONE. ON THIS BUILDING OR SITE T ye/ CI Got — ❑ LP ❑ Natural ❑ Central Utility , CI OA IF YES, GIVE NUMBER Or CONSTRUCTION • PERMIT L 3/�J01 9 ❑ Orh.r — Specify IV. MECHANICAL EQUIPMENT TO 0 INSTALLED NATURE OF WORK ( Provide complete iris od components on b•ch et this fend) 04•- Residential or r 1 Commercial ❑ Heat ❑ Specs ❑ Recessed 0 Centro) 0 Row New Building ❑ At ConMioeiny: 0 Aeon ❑ Control 0 Existing Building ❑ Dect Sys$•.►: Materiel 1lidaes& 0 Replacement of existing system • •' Ma alnwm capacity afro. New installation (No system previously installed/ ❑ Befriger.Hoe ❑ Extension or add•on to existing system ❑ Coot.q loser: Gaeta), O Other -- Specify _ gigot. ❑ F.. IgrrinU.vs: Number of howls ❑ Hevete. ❑ M•sla t ❑ Escalator (RNI1lbeej ❑ 6a+oxae /number) THIS SPACE POE OFFICE USE ONLY (Recelvel) O T.a&t (number) Rernerls 111 LPG cent•:•••• / : (tNn►b.r) O U.ka preslw. "mot 0 Sam Permit Approval by pair / ($• cow — Specify 9.rg✓ lri/ S Peruct. Fee b, v U LIST ALL EQUIPMENT AA CONDITIONING AND REFRIGERATION EQUIPMENT Number Vnita Description Model Number Manufacturer Ct1=Y wr1°'ros ewe t_ : ouednoo' • 0 a eoi JO • 'I leui - ,�' Vim ' . w Jo�oadsul �� s / .• Jnyl \ �" /� en uoUOadsul •PaM �� ❑ aoeld a qed aJd NOLL03dSN1 tlOd 0 - 1 1J ❑ Aad38 �` uoW 6 ulieaH James _IdOINb'H7aa. 46noy J 6uuaM 46noa IgeIS C uollelnsu ' ( ^ ONI8WI1Id ❑ 6 uyooy a 00 . 11f01» 103 313 ` .0 a - >_ •;1�� 00 / ?JO1oeJ�uop .`JNIQlII18 idr- �l lleooq �`7` aweN 0,- f s,Jaump _4,-2 ----,,. , _s---i- Wd / .oN llWJad 'orb r J awu C jOIJ,.73d : �' - oleo A L. cc/ NI 80d 1S3nb3a 1� 9 � � � Ie.FOI. O Bul .lmg !o a31l10 /' b- ��`P + , O Ally , O 40uedno °O I° a \ aJeO Jeo ilii Jo uonoadsul leuis Wd Wy - fe p a � w b �. . ��� U ao gem aad s� n41 ' 9- - A e ld arc 6u1 J e al J NO/ 3 Pe41 - a ao uJ V b9 /Nb,Ho , b " Jn� do C1 dSNI �Od ,�� sang pe W uOq ° s � ._ _ 46noy ao Jeu� 6uu l d du C uOW ' Eno C w gels leluo Ii «.. 6,4,400 Ll 6 C 41118.007 ulJo °d t1o, 01)",- f _id e e /6 L awe /S G °N JIW�a s �au / �--ei d •W d S O b gor. z s 9/ � N 13 Wb 9/ l . � � l�l�lp , � � � 1104 i X 6 —F—-? Pa^Wa� �'��J ��,ff Pime 3nb3b / 1 (J •, ,Loa , e3!Sj a Je0 � � p dp A a7 �� l/p CITY OF ATLANTIC BEACH PERMIT APPLICATION RODEL, ADDITIONS, OR ALTERATIONS MOVING, DEMOLITIONS Owner(s): C-- /(14. 7 e Job Address: Z S� U e 1t. - J ,.. A r rk Phone: ti Lot # LA Block or Unit # f Subdivision: O t Clio) G..n- f j Contractor: Vkr27 Srl , Art"? State License # l 7 rb . .4 OS G Address: �►t 1 co t T V g Phone No : 90 y -7 f 3—e/te 8 City J,4 4 State Zip Code 3Z1- Lt Describe work to be done: Present use of building: Valuation of Proposed Construction: Proposed use: Is this an addition? If yes, what are the dimensions of the added space: ft. X ft: Will the added area be heated and cooled? New electrical (or increase)? New plumbing fixtures? New fireplace? New Heat /AC? SUBMIT TH SE (COYBQRCz ) TWO (RSSZDSN!ZAL) CCI.wzzrx SETS Or PLANE, INCLUDING SITS PLAN, SUR7zz, ENSRGT CODE Boll S, NOTICE or COMWORMOOMT, Ann 0W i, / CONTRACTOR AHTIDAVIT, ZT OANZ"R IS CONTRACTOR. Signature OWNEit: Date: �( Signature CONTRACTOR: /3-4____c_ � Date: d` AS TO OWNER: Sworn to and subscribed before me this day of , 19 NOTARY PUBLIC AS TO CONTRACTOR: Sworn to and subscribed before me this �� 'ay of g Q..„0 ,lg NOTARY PUBLIC Patricia Monett° • Mr COMMISSION # W553881 EXPIRES August 27, 2000 `' BONDED TI4RU TROY FAIN INSURANCE, INC. .� � # _:,.5. IA OF ATLANTIC BEACH -1 . , I 1 } 800 SEMINOLE ROAD O . ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 04- 00028693 Date 9/09/04 Property Address 205 N OCEANFOREST DR Tenant nbr, name CLOSE IN LANAI Application description . . RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning TO BE UPDATED Application valuation . . . 43800 Owner Contractor PEREZ, RICARDO S & K BUILDERS, INC. 205 N. OCEANFOREST DR 1718 HAMMOCK CIR W ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) (904) 591 -1211 Permit MECHANICAL PERMIT Additional desc . REPLACE EXISTING HVAC Sub Contractor . OCEAN STATE HEAT & AIR Permit Fee . . . 71.00 Plan Check Fee . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 71.00 71.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 71.00 71.00 .00 .00 t PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. C l B INCOFFICIAL ,• r 4 _ T L ( , -,, CITY OF ATLANTIC BEACH , MECHANICAL PERMIT APPLICATION -toys a Date: q 3 •0 Owner of Property: I C, lyd ° PC-re, Z..... Job Address: �S 05 N . ©C_ei» gre + b r- , Contractor: S ', K &J -t. t Cte-rs In consideration of pemtit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein_ III. GENERAL INFORMATION A. Type of heating fuel: B. X Electric IS OTHER CONSTRUCTION BE G DONE ON THIS ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? \ e° N ❑ Oil ❑ Other- Specify IF YES, GIVE NUMBER OF CONSTRUCTION PERMIT (Vi • 000'2.$ IV. MECHANICAL EQUIPMENT TO BE . OF WORK INSTALLED Residential or Commercial ❑ New Building u� (Provide complete list of components on back of this form) p Existing Building ((1 Heat _ Space _ Recessed .Central _ Floor ❑ Replacement of existing system t Zit Air Conditioning: G �Ro��om u.eentrai CI New ]nstallation (No system previously installed) Duct System: Material r °€)L O' Thickness 1 n ❑- Extension or addon to existing system Maximum capacity 14 00 cfn ❑ Other- Specify ❑ Refrigeration ❑ Cooling tower: Capacity gpm ❑ Fire sprinklers: Number of heads GI Elevator : _ Manlift Escalator (Number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (Number) (Received) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel Permit roved by Date 1 CI Boilers APP ❑ Other- Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT (,� Number Units Description Model Number Manufacturer Capacity Approving �/ (Tons) Agency I C_C) (- et a nima 10‘ 2 Trarre_ t . IA. 2 0 7) 1 ._____ ..., HEATING- FURNACES, BOILERS, FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving (BTU) Agency 1 a t"._ r E..01 ¶C. 0 (S',/1" u-L— TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road • Atlantic Beach. 'Fl o da 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • p'wo et atfan iNbeach.fl.us 1/14/03 i `- j\J r r�- , y ` , CIT OF NTIC BEACH `� 4 ) %' 800 SEMINOLE ROAD 4 1 , t : `= :47 ATLANTIC BEACH FLORIDA 32233 r : INSPECTION PHONE LINE 247 -5826 Application Number 04- 00029037 Date 9/21/04 Property Address 205 N OCEANFOREST DR Application description . . ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor PEREZ, RICARDO BILL THOMPSON ELECTRIC CO, INC 205 N. OCEANFOREST DR P.O. BOX 330150 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) (904) 249 -5601 Permit ELECTRICAL PERMIT Additional desc . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUIL r ` • FI . L . CITY OF ATLANTIC BEACH • ELECTRICAL PERMIT APPLICATION y'" ..,,,,..„, Date: 7/2-//C9 7 Property Address: 20 S eaeoh4ve 4 /V 1 Owner: /4i Lri p lore Z-- Telephone #: Contractor: BILL TI ELECTRIC Telephone #: P. 0. BOX 330150 Contractor Address: u BEAN. a 32233 Fax #: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in - accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New ❑ Residence ❑ Temp. ❑ New being done on this building Old ❑ Commercial ❑ Signs ❑ Increase Or site, list the budding ❑ Re -wire ddition Sq. Et. ❑ Repair Permit number: Conductor Size: AMPS: CO PPER 0 ALUMINUM f Switch or RACE Breaker AMPS PH W _ VOLT WAY Existing Service ^ � // RACE Size AM�'S2O� PH ( — — W 3 VOLT /7" WAY a - Feeders: NO. SIZE NO •1Z1 NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED 7/ OPEN 010 AMPS '11 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P. RATING CEILING KW -HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT C /fig SFr Motors 0 -1 H.P. VOLTAGE PH 1 NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon Transf. Ea. Sign Miscellaneous i n ''V 800 Seminole Road • Atlantic Beach, Florida 32 - 5445 A Phone: (904) 247 -5800 • Fax: 904 2 - 5845 Fax: ( 904) http : / /www.ci.atlantic- beach.tl.us - . >.; � ,y CITY OF ATLANTIC BEACH ., � - • �' 800 SEMINOLE ROAD j w . ATLANTIC BEACH, FLORIDA 32233 _ INSPECTION PHONE LINE 247 -5826 Application Number 05- 00029513 Date 1/10/05 Property Address 205 N OCEANFOREST DR Tenant nbr, name HEAT & AIR CONDITIONING Application description . . MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor MR. PEREZ OCEAN STATE HEAT & AIR 205 NORTH OCEANFOREST DRIVE 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249 -8251 Permit MECHANICAL PERMIT Additional desc . Permit Fee . . . 71.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 71.00 71.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 71.00 71.00 .00 .00 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 WHIC ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Kw. 1/4 ,, 1104.A BUILDING OFFICIAL r '. ` s�, CITY OF ATLANTIC BEACH . .,.. ,4 ,,. „ " MECHANICAL PERMIT APPLICATION VI n Date: Property Address: S ( ec1, r(f P ` Owner: Nr . e,re Telephone #: L �� n Contractor: OCea r- TOETe R 9 £ 4( Telephone #: EgQ-a251 • Contractor Address: 141 CD Q l � C. tb' d tip) Fax #: Sig -FPLA + In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: Electric 1 . ,. Gas: LP Natural Central Utility n (a. ❑ Oil ❑ Other — Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Heat _Space _ Recessed Central _Floor �! Residential Air Conditioning: _ Room ) Central /`� ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfin CI Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm Existing Building ❑ Fire Sprinklers: Number of Heads ❑ Elevator: _ _ Manlift Escalator (Number) fig( Replacement of Existing System ❑ Gasoline Pumps (Number) �\ ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add -on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other - Specify ❑ Other — Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton' s Agency U Ck er OX 140N ijICIA a t HEATING — FURNACES, BOILERS, FIREPLACES & AIR I3ANDLER'S Approving Number Units Description Mode) # Manufacturer BTU's Agency m akLL 1 T1re03(e &CO/A Jt Z.s (L it , TANKS Nominal Capacity Type Liquid Serial Approving How Many & Dimensions Contained Manufacturer No. Agency 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us r ..tr CITY OF ATLANTIC BEACH 'a 800 SEMINOLE ROAD `j� tiM >y ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 04- 00028693 Date 10/08/04 Property Address 205 N OCEANFOREST DR Tenant nbr, name CLOSE IN LANAI Application description . . RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning TO BE UPDATED Application valuation . . . 43800 Owner Contractor PEREZ, RICARDO S & K BUILDERS, INC. 205 N. OCEANFOREST DR 1718 HAMMOCK CIR W ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) (904) 591 -1211 Permit MECHANICAL PERMIT Additional desc . Sub Contractor . OCEAN STATE HEAT & AIR Permit Fee . . . 71.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 71.00 71.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 71.00 71.00 .00 .00 A PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. / 1"11k 1* C BUILDING OFFICIAL THE FOLLOWING CRITERION WAS USED TO RECEIVED SHEARWALLS FOR THE SUBJECT RESIDENCE: MAR 1 6 1998 City of Atlantic Beach SBCCI TABLE 1205.2A "VELOCITY PRESSURE (PSF)" Building and Zoning MEAN ROOF HEIGHT: 20' VELOCITY: 100 MPH :. LOADING @ 22.2 PSF A =OVED T C BEA E CH NG nFFIC SBCCI TABLE 1205.2B "COEFFICIENTS FOR MWFRS" ROOF ANGLE: 10d < a< 30d P P 0 3 1998 :. MULTIPLIER: 1.65 @ WALLS ONLY � ROOF ANGLE: 30d < a < 45d :• MULTIPLIER: 1.35 @ WALLS, 0.90 @ ROOF Ci BU1 SBCCI TABLE 2301.2B "ALLOWABLE SHEAR ... (PLF)" NAIL SPACING -- o/c MATERIAL NAIL SIZE EDGES FIELD SHEAR. CAPACITIES W/ GROUP 3 FRAMING 7/16" O.S.B. 8d 6" 12" 213/PLF 7/16" O.S.B. 8d 4" 312/PLF 7/16" O.S.B. 8d 3" 402/PLF 7/16" O.S.B. 8d 2" 525/PLF 15/32" CDX 10d 2" 12" 631/PLF 19/32" CDX 10d 2" 12" a 713/PLF 1/2" GYP. 5d 4" 4" 150/PLF L.P. SIDING 6d 6" 12" 144/PLF L.P. SIDING 6d 4" 12" 220/PLF L.P. SIDING 6d 3" 12" 280/PLF SEE FOLLOWING PAGE FOR NOTES AND CONDITIONS. ICl/PEREZ Copyright, 1997 by Shearwall Solutions & Richard Woodward, A.I.B.D. - Form Rev. 2/7/97 1 NOTES: 1) 15/32" (1/2 ") CDX PLYWOOD IS AN APPROVED (i.e. EQUAL or SUPERIOR) ALTERNATIVE TO THE PRESCRIBED 7/16" O.S.B. 2) SHEAR CAPACrflES HAVE BEEN REDUCED by 18% FOR USE WITH GROUP III (SPRUCE / PINE / FIR) FRAMING 3) CAPACITIES ARE DOUBLED WHEN A LIKE MATERIAL IS USED ON BOTH SIDES OF FRAMING. 4) WHERE l0d NAILS ARE SPACED @ 2" o.c., STUDS AND BLOCKING SHALL BE 3" NOMINAL THICKNESS (EXCEPT FIRST FLOOR SHOE PLATE) or STUDS AND BLOCKING SHALL BE DOUBLED AT ALL PANEL EDGES (EXCEPT FIRST FLOOR SHOE PLATE), AND NAILS STAGGERED APPROPRIATELY. ADDJTIONALLY, THE DOUBLED MEMBERS SHOULD BE FASTENED TOGETHER WITH 16d NAILS, STAGGERED, @ 8" o /c. 5) 7/16" O.S.B. or 4 PLY OR LESS CDX PLYWOOD SHALL BE APPLIED HORIZONTALLY TO ALL WALLS. 6) ALL NAILS SPECIFIED TO BE COMMON NAILS. USE OF PASSLODE 8d EQUIVALENT SHEATHING NAILS REQUIRES NAIL SPACING TO BE REDUCED BY 1/3 ON WALL and/or ROOF SHEATHING (i.e. 6" o/c TO 4" o /c, 3" o/c TO 2" o /c) NO SHEATHING NAILS SHOULD BE PLACE CLOSER THAN 2" o /c. 7) ALL TPP4's SPECIFIED SHOULD USE (10) 8d NAILS/EACH (5 PER SIDE) UNLESS NOTED OTHERWISE. 8) FOLLOW ALL MANUFACTURERS DIRECTIONS AND INSTRUCTIONS WHEN USING METAL CONNECTORS ICl/PEREZ Copyright, 1997 by Shearwall Solutions & Richard Woodward, A.I.B.D. - Form Rev. 2/1/97 2 SHEAR CAPACITIES AT CMU WALLS: #39/PSI SURFACE AREA OF CMU 48 SQUARE INCHES OF SURFACE AREA PER FOOT :. #1872/PLF GROSS CAPACITY INCREASE 33% FOR SHORT DURATION LOADING :. NET ALLOWABLE SHEAR CAPACITY: #2,490/PLF OVERTURNING MOMENT PREVENTION AT CMU WALLS: USE #5, GRADE 60 REBAR, VERTICALLY, AT EACH END OF EACH IDENTIFIED CMU SHEARWALL SEGMENT (NUMBER OF BARS VARIES, DEPENDING UPON LOADING) #7,440 ALLOWABLE LOAD, PER BAR :. USE (1) #5 W/ OTM's TO #7,440, (2) #5's W/ OTM's TO #14,880 WALLS ALL EXTERIOR WALLS: USE CMU WALLS PER PLANS W/ (1) #5 REBAR, VERTICAL, FOOTING TO TIE BEAM AT EACH END OF EACH IDENTIFIED SHEARWALL SEGMENT WALL G11: USE CMU WALLS PER PLANS W/ (2) #5 REBAR, VERTICAL, FOOTING TO TiE BEAM AT EACH END OF EACH IDENTIFIED SHEARWALL SEGMENT ICUPEREZ 3 HOLD DOWN CONNECTOR SCHEDULE WALLS C21, C22, F21, & G21: USE (1) 48" LENGTH OF RS 1 SO (1 -1/4" WIDE x 48" LENGTH 16 GA. STRAP) w /(14) 8d NAILS PER END @ EACH END OF EACH WALL TO FRM'G BELOW SHEARWALL LEGEND WALLS C21, C22, F21, & G21: USE 7/16" OSB W/ 6 "/12" o/c 8D NAILING ON ONE SIDE ONLY OF FRAMING. ICl/PEREZ Copyright, 1997 by Shearwall Solutions & Richard Woodward, AI.B.D. - Form Rev. 2!7/97 4 ANCHOR BOLT SCHEDULE: 1/2" DIA. x 10" ANCHOR BOLTS WITH 2 "x2 "x 1/8" WASHERS @ 21" o/c - or - 1/2" DIA. x 18" ANCHOR BOLTS WITH 3 "x3 "x 1/4" WASHERS @ 48" o /c, TYPICAL 1/2" DIA. x 10" ANCHOR BOLT - or - 1/2" DIA. x 6" EMBEDMENT DRILLED -IN ANCHOR @ EACH HOLD DOWN EXCEPT F°1'P42's AND WITHIN 6" OF EACH PAIR OF TPP4's @ EACH END OF EACH SHEARWALL SEGMENT AND AT EACH END OF OPENINGS. 1/2" DIA. x 6" EMBEDMENT DRILLED IN ANCHORS WITH 2 "x2 "xl /8" WASHERS @ 36" o/c AT ALL INTERIOR BEARING WALLS HEADER & HEADER CONNECTOR SCHEDULE: • OPENINGS TO 5'-4 ": USE (2) 2 x 10 HEADER W/ (1) TPP4 [HEADER TO STUDS(S)J & (1) TPP4 [STUD(S) TO SHOE] AT EACH END OF OPENING. OPENINGS TO 10' -8 ": USE (2) 2 x 12 HEADER W/ (2) TPP4's [HEADER TO STUDS(S)] & (2) TPP4's [STUD(S) TO SHOE] AT EACH END OF OPENING. OPENINGS GREATER THAN 10' -8 ": USE (2) 28" LENGTHS OF RS 150 STRAPPING w/ (14) 8d NAILS AT HEADER - TO -STUDS and (1) HDA30 or (1) FTP42 AT STUDS -TO- FOUNDATION. ALL METAL CONNECTORS NOTED ON THE PREVIOUS PAGES ARE "ALPINE" and/or "SEMCO" BRAND PRODUCTS, UNLESS NOTED OTHERWISE. ALTERNATIVE MODELS OR BRANDS OF CONNECTORS AND OR MATERIALS ARE ALLOWABLE, PROVIDED THAT THESE ALTERNATIVES MEET OR EXCEED THE ALLOWABLE CAPACITIES OF THOSE WHICH THEY ARE REPLACING. ICl/PEREZ copyright, 1997 by Shearwall Solutions & Richard Woodward, A.I.B.D. - Form Rev. 2/7/97 5 ROOF -TO- FOUNDATION CONNECTOR SCHEDULE EXTERIOR CMU WALLS ONLY TRUSSES WITH LESS THAN #1510 UPLIFT: TRUSS-TO-CONCRETE TIEBEAM USE (1) TAP14 (10) 16d NAILS/EACH ROOF -TO- FOUNDATION CONNECTOR SCHEDULE • WOOD FRAME WALLS ONLY TRUSSES WITH LESS THAN #510 UPLIFT: TRUSS-TO-PLATE USE (1) HCPLL/R w/ (8) 8d NAILS/EACH; TOP PLATE -TO -STUDS & STUDS -TO -SHOE USE TPP4's w/ (10) 8d NAILS/EACH @ 48" o /c. TRUSSES WITH UPLIFT OVER #510 AND LESS THAN #780: TRUSS-TO-PLATE USE (2) HCPLL/R w/ (8) 8d NAILS/EACH or (1) HDPT2 w/ (8)8d NAILS/EACH; TOP PLATE -TO -STUDS & STUDS -TO -SHOE USE TPP4's w/ (10) 8d NAILS/EACH @ 32" o /c. TRUSSES WITH UPLIFT OVER #780 AND LESS THAN #1320: TRUSS-TO- PLATE (1) HDPT2 w/ (12)8d NAILS/EACH or (1) RTPGA818T w/ (9)16d NAILS/EACH; TOP PLATE -TO -STUDS & STUDS -TO -SHOE USE TPP4's w/ (10) 8d NAILS/EACH @ 16" o /c. SHOE -TO- FOUNDATION: SFF ANCHOR BOLT SCHEDULE; MINIMUM ANCHORAGE: 1/2" dia. X 10" LONG A36 ANCHOR BOLTS w/ 2 "x2 "xl /8" WASHERS @ 21" o/c & WITHIN 6" OF ALL CORNERS, MINIMUM (2) ANCHOR BOLTS PER WALL SEGMENT. ( #934/PLF or 41867/TRUSS ALLOWABLE) FLOOR -TO- FLOOR: USE (1) 48" LENGTH OF "RS 15Q" ROLLED STRAPPING W/ (11) 10d NAILS/END @ 32" o /c, ACROSS FLOOR SYSTEM, FROM FIRST FLOOR STUD TO SECOND FLOOR STUD DIRECTLY ABOVE. USE IN PLACE OF TPP4's AT TOP OF FIRST FLOOR WALL AND AT SHOE OF SECOND FLOOR•WALL. HANGERS: SPECIFIED & SUPPLIED BY TRUSS ENGINEER / MANUFACTURER EXCEPTIONS: i.e.: TRUSSES WITH UPLIFTS GREATER THAN #1320: TRUSS T45 (MID-POINT ONLY): ADD (1) HCPLL/R IN ADDITION TO HARDWARE FOR #1,320 UPLIFTS. TRUSSES T2 & T12: ADD (1) SGP2 IN ADDITION TO HARDWARE FOR CMU AREAS. TRUSS T14 (FRAME BEARING END ONLY): TRUSS -TO- TRIPLE SYP #3 STUDS DIRECTLY BELOW (3) RTPGA818T w/ (9)16d NAILS/EACH; DOUBLE STUDS -TO- SHOE USE (3) TPP4's w/ (10) 8d NAILS/EACH and (1) A.B. w/ 3 "x3" WASHER WITHIN 4 ". ICl/PEREZ Copyright, 1997 by Shearwall Solutions & Richard Woodward, A.I.B.D. - Form Rev. 2(1/97 6 . • kf2-E4 ..R • 44) 36473 = # Ib8 Z L36 42.=* 57b3 *7441Z Am(- l try -To 14-1(2/ Alm+ "g., S. 40 36.4 o41b105 ✓ IvPkx 2.4.42r- 7521 °itoco 1414 E-0 'To $ ( - 55 (5 ° .•) "c 34.3 = +k 1204 gP'-ceb - Ce cat . c22- (4 -o') E 4(9 3•.4,3 Won" T 414 x '13.41 2222 )°70'1 + (2..) met = 46,32ci iteotteo "Ce G1 -G7 (3)=b Z 31- 0?x24.42 =44 7034 Aiort.leb To PI-05 (V-46") 4eA "E F44 #14 T 610)(2.4.4 = 4 +` 1 st: 3321 p,- ( tt,-io tt -E 3 00-0.,) " 11 Ft�'� • 440431'4.63 = # 14,55 44 l.', - to Flt ( Ibi*4-452 = 4 2,37 #0,9,-L ., (o Ftl (4 Pr a "4 ". • 44, A N 36 = * l(e9S rtePu c•-10 7 (eat ( 14,15 4-4524= e21031 fig• kt -`''J ' * att C 1 G 1 /1'&0-€Z. '7 4415 4f_2 7r1f e 41. °t aot ` #k 167 /per C B► -rES 2'7.173 SS.o 17A4 lly54.' per_ e c 2)4! c22 6,3Z-5 = 4 >?9 pt,F e C 1- L ' 1 �.0 33.5 - Ik 21.,1 I PL4F- e DI- D5 3 - 1 _ # 3o 2_/1 c. E1 -E3 3a•g' 11.o 16>z5 :z 541 PuF @ F2t 2637 _ locRf Pc.F -e F11 '31.0 X4'33 Vo = i{ 14�AFC� 421 14277 # Io55f� e G+ 1 / 4 C7 C4 CS C• C ? C C► c _ FP 4 t d m • 9, O • • es 01 03 Ps m _ Et et lea - A c t / Pe:R,C2 •,1 r ..Meg.. w CITY OF ATLANTIC BEACH o BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) .��' Date: 3 - Job Address: 05 �/_. & /J /yes Owner of Property: K,`i°.ardd !' rc Z Address: 2. T 9cCe n f re.s 7 /)r, 4 / 1 , Telephone: Legal Description: Block Number: Lot Number: Zoning District: Contractor: S-# // Add 4s / n �-, State License Number: Contractor's Address: / 7 / $e eel /', / eJ 1, ,L. ,.?,9 ? ?S' Telephone: ('j 0 q) 51/— /1 // Fax: c 2,2 1— 8 Describe proposed use and work to be done: (°less in Lcr,t Q , • Present use of land or building(s): Sim */ f en _ �.• Valuation of proposed construction: 4 13 3 $00.00 What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? Yes New electrical or increase in service? CS Add plumbing fixtures? 44 Add fireplace? la Add heating /air conditioning? fe-s Is approval of Homeowner's Association or other private entity required? /..s If yes, please submit with this application. Will thi�s olect involve changes in elevation, site grade or any use of fill material or the removal of any trees? L O. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building ,'� Permit. LJ NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904 - 247 -5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre - construction or post- construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247 -5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner /Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247 -5826 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre - construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all informatio., I ' 1 - , .A / is application is correct. Signature of owner: A l/7 ( (' - - 1 Date: v ■ I hereby certify that I have read and examined this application and know the s j o 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 contingent upon the above information being true and correct and that the plans and pporting data have been or shall be provided as required. Signature of Contractor: .�((r Date: '] O Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Telephone: Fax: E -Mail: AS TO Bit-. C-40i'1� l�- c.Rb.il_ Sworn to and subscribed before me this t day of -J c2� `i , 20 0'4 State of Florida, County of Duval''" 1t Notary's Signature: bb ll ❑ Personally known Produced identification Type of identification produced t -S C 1 M5' AS TO e$ e R: D t;.c9 '7' ' " Sworn to and subscribed before me this r-L- day of / / , 20 0Y State of Florida, County of Duval , , .�," �� BELKISCOCCO Notary's Signature: Al c _ i _ _ _ _ , 'a ,a7 Notary Public, State of Florida '� � ersonall R ��, •g My comm. exp O 8 , 2006 Y known , g • Comm. No. DD 151662 ❑ Produced identi ' cation Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 2 Revised 1/14/03 OCEAN May 29, 2004 Mr. and Mrs. Ricardo Perez 205 Oceanforest Drive North Atlantic Beach, FL 32233 Dear Mr. and Mrs. Perez: Pursuant to the Covenants and Restrictions governing Oceanwalk, a quorum of the members of the Architectural Review Committee has approved, as submitted, your May 9, 2009 request to modify an existing fully screened and roofed lanai. Please let us know (at 241 -8901) when you have completed all work so that we might schedule an inspection to assure compliance with your submitted proposal, as outlined in Article III, sub - section 8.5 of the Covenants and Restrictions. Thank you for your compliance with the Covenants and Restrictions, the intent of which is to ensure a standard of consistency and value for our neighborhood. /With kind regard, • Anne Minor, Chair for the members of the Architectural Review Committee Oceanwalk Association, Inc. P.O. Box 331188, Atlantic Beach, FL 32233-1188 N...�ok 11/93 Page 763 PHONE# � ( 1 1 D` Doe# 200414699 Book: 11793 Pap: /63 NOTICE OF COMMENCEM ie�i2 ea :19 :48 AM JIM FULLER State of kf /el Tax F CIRGU1 t COURT County of > 1/4 Dl1 �bUMlY RECORDING $ 5.96 TRUS1 FIMIU $ Lee To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: Aft '/8 / and /' / 6Cean Zin $ Address of property being improved: , , , n e . 1.. General description of improvements: (_''l®.Ce i' La A a Owner: . Qit.„arclo Are 2. Owner's interest in site of the improvement: fee S"i, f Fee Simple Titleholder (if other than owner): Name: Address: Contractor: ' ea , 4'cc t , .1-Ac Address: /S Phone No: (9 0 ,S"9 /- /a// Fax No: ja / - Rat.1 Surety (if any): Address: Amount of Bond $ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in __ Section 713.06(2Xb), Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (I) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY • WNER / Signed: `i ' — ' D . e: - 2424 " . Y Before me this 9/ N. ay of )L' in the County of Duval, State of Florida, has personally a. M Notary Public at Large, State of Florida, County of Duval. My commission expires: d Cam= 0 yem h Personally Known: )1 ,'" or Produced Identifi tion: .. , *, SEWS COCCO ublic, State of Florida M comm. expires Oct. 8, 2006 '�'" Comm. No. DO 151662 0 cc. -/ ,Ly CITY OF ATLANTIC BEACH D. Ford `s 1, BUILDING / ZONING DEPARTMENT in 800 Seminole Road 15441 Atlantic Beach, Florida 32233 (904) 247 -5800 4.7 .4 VA (904) 247 -5845 Fax PLAN REVIEW COMMENTS Permit Application # OL1 — al Property Address: 206 N, O (6 r '-'QYt 54— D K Applicant: A-K ( 3 L J I a r ' > J E v- Project: ( 0 i r' I n a )' This permit application has been: Approved ❑ Reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed By: J Date: °� CITY OF ATLANTIC BEACH - , 111157' 1:,-) 800 SEMINOLE ROAD j 1 ' - ATLANTIC BEACH, FLORIDA 32233 � INSPECTION PHONE LINE 247 -5826 o3I19 Application Number 04- 00028693 Date 7/23/04 Property Address 205 N OCEANFOREST DR Tenant nbr, name CLOSE IN LANAI Application description . . RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning . . . . . . TO BE UPDATED Application valuation . . . 43800 Owner Contractor PEREZ, RICARDO S & K BUILDERS, INC. 205 N. OCEANFOREST DR 1718 HAMMOCK CIR W ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) (904) 591 -1211 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 250.00 Plan Check Fee 125.00 Issue Date . . . Valuation . . . . 43800 Fee summary Charged Paid Credited Due Permit Fee Total 250.00 250.00 .00 .00 Plan Check Total 125.00 125.00 .00 .00 Grand Total 375.00 375.00 .00 .00 , PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. • ON.. c o BUILDING OFFICIAL cc: �s.r j. CITY OF ATLANTIC BEACH D. Ford s f" L. Hiqqin BUILDING / ZONING DEPARTMENT • l 800 Seminole Road• Doerr J ;� Atlantic Beach, Florida 32233 (904) 247 -5800 ' s-t,silE) (904) 247 -5845 Fax PLAN REVIEW COMMENTS Permit Application # OLi r #3 1 3 Property Address: ' 2- 0 0 ,- iQ - a c trl Y f D'' Applicant: S 4_' K. 0 L' L drys , 1 Y1GK Project: CA Cocci 1 1 ikna i This per ' application has been: Approved El Reviewed and the following items need attention: Please re-subnp your application when these items have been completed. Reviewed y:� � — �, , - -1,4A 'C Date: .47' 2-U - v Li e LOT 48 OCEA.NVIALK UNIT ONE AS RECORDED IN PLAT BOCK - , P, USES I, IA - IF OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. INCLUSIVE CERTIFIED TO RICARDO PEREZ >f NANCI PEREZ, RICHARD MOREHEAD, P.A.,'SOUTHERN TITLE OF '•IORTH FLORI INC., CHICAGO TITLE :NScRA.NCE COMPANY, INTERVEST CONSTRUCTION OF Jr-X, INC. AND INTERVEST CONSTRUCTION, INC. O.R.VOL. 747, PAGE S o S 89'57'16" E 1 ]5.00' PLAT n L. FOUND � . N 89°.54'04' E 115.06' F.M. CONC.MON. PLS 3398 FOUND 1/2" 1P I DURDEN o L8 1048 k A r 2 h • C Z i 20.0' REAR B.R.L. r _ — — 0 5.1' 0 Co / 35.8' ,•,; 5 / O j V\' / 6' ° 24. Q 1 2. M c J 8.1 ' I 26 5' . •-•' I I 6 I o / /� >\ a) l N. / .^ a Ni o N c, N 1 2.3' c I D ^ I tcd •-) l -,. MONCLITHIC THIC l ,� o' s CONCRETE = �UNDATION / ; r te .. C\1 / (\j 'a' 65' ��� ■ tri Zo `sue. 13.7' 13. 7' (� (� / N.--. ^ O 0` \ S� .• 1 0.0' --:-:7,,___ \ CONCRE E 13.1' // �, 1 0.0' X 10.p' ?0 R \ o J � POUND 4:" J.E E A S EMENT O 'vi \ LD J O NO ;D ELECTRIC 1 / I11. CONCRETE pAD c / N �y •0R �4 BOX \ \ J \ 36. ' \ 9 71 , ti \ v / N ® , '6. C � f 8, N 1P 15- PLS 3398 ,; , '! ' - ,*SRC ivy BUILDING RESTRICTION LINE INFORMATION PROVIDED BY INTERVEST CONSTRUCTION OF JAX., INC. NOT VALID WITHOVI" THE ' IGNAT)RE AND THE ORIGINAL RAISEC SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ■ NOTES THE EASTERLY LINE OF OCEANWALK UNIT ONE AS BEING NO0•02'41 "W. LEGEND DATE ..L/LT .3. I I. BEARINGS ARE BASED ON 7, This I! h R/I,■fTARY s ►Y Q c //ores GONGRETZ HON* VNT tn6AL! 1- • 20• 3. ELEVATIONS SHOWN THUS ;15.0) REFER TO UNITED STATfg COASTAL AND 6e0CETIG SURVEY' x•-•/• 02NOTOO FINGS - CDT DATUM. NATIONAL GEODETIC VERTICAL OF 14]q. N rA v n nF ,a-Na, ..015 NO. L'J • `T U!' 4 CITY OF ATLANTIC BEACH v MECHANICAL PERMIT APPLICATION Date: 10 _ I ''( Property Address: DOS Q(e 2r f D {es•1 - Dr--1 ve,_,, Norft.- Owner: }�eCa,,,- Te...re_z_ Telephone #: Contractor: L�� n q � q oc�.n �'?��.��e � 1� Q � f C Telephone #: C,�Q - O� Contractor Address: 141 LO TLQ 1 \[d Fax Fax #: E4Q - FP`1,q In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: Electric ,,J. 0 — ❑ Gas: _LP Natural Central Utility OOO aC 3 ❑ Oil ❑ Other — Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK C( Heat _ Space _ Recessed Central _ Floor Oi Residential QV Air Conditioning: _ Room ✓Central O Duct System: Material Thickness ❑ Commercial Maximum capacity cfm ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gPm yi Existing Building ❑ Fire Sprinklers: Number of Heads ❑ Elevator: _ _ Manlift Escalator (Number) i Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation O LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel 0 Extension or Add -on to Existing, System 0 Boilers O Gas Piping ❑ Other - Specify ❑ Other — Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton' s Agency 1 COsila en5e( Tw tZ k) Ct-Yl e f 1 (2_ (At , HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model * Manufacturer BTU's Agency 1 Air ck+nciler Tvi €O lc- - 1 - (644n-c, 11) l.,t . (.... . TANKS Nominal Capacity Type Liquid Serial Approving How Many & Dimensions Contained Manufacturer No. Agency 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845. http : / /www.ci.atlantic- beach.fl.us V FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION r. FORM 600C -01 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions, Renovations & Building Systems Corr>dlance wilh Method C of Chapter 6 of fne Honda Energy Efficterxy Coae may be demonstrated by me use o1 Form 6000 -01 for additions of 600 square leer or less, site- installed components of manufactured homes, anti renovations to single and multilari ilv residerces Alternative methods are provided for additions by use of Form 600B -01 or 600A -01 PROJECT NAME: / f/Z E /, , " ,r? f,%.., - .^ c.). BUILDER: 5 r /S J,; -,.r. L 9E.C_ e. AND ADDRESS: 2 r7 Ss c")c• iF ,`, ,, :- , , 'f7 - PERMITTING CLIMATE 4:;,rr ,F OFFICE: , - -Y T ' % , , jyc. /f. ZONE: 1 2 3 7 OWNER: PERMIT NO.: 1 1 1 I 1 JURISDICTION NO.: i 1 I I I I 1 SMALL ADDITIONS TO EXISTING RESIDENCES (500 Square feet or less of conditioned areal Prescriptive requirements in Tables 60- 1.60.2 and 503 apply only to the components of the addition. not to lie exisnng Building Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed speddcally to serve the addition or is being installed in conjunction with the addition construction. Comoonenu separating unconditioned spaces from conditioned spaces must meet me prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more Than 30 °0 of Inc assessed value of m2 building) Prescriptive requirements in Tables 60 -1 and 60 -2 apply only to the components anti eouroment being renovates or replaced MANUFACTURED HOMES AND BUILDINGS. Only site - Installed componenn and features are covered by this form. BUILDING SYSTEMS Compiy when complete new system is installed Please Print C x 1. Renovation, Addition, New System or Manufactured Home. 1. ,,4.4 ',:./17 0A.." 2. Single family detached or Multifamily attached 2. ✓t%•:: : 3. If Multifamily -No. of units covered by this submission 3. 4. Conditioned floor area (sq. ft.) 4. S 6 5. Predominant eave overhang (ft.) 5. ./,5--- . . 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a, sq. ft. /S6 sq. ft. b. Tint, film or solar screen • 6b. sq. ft. sq. ft. 7. Percentage of glass to floor area 7. ..7 4 ,i,e 8. - Floor type and insulation: a. Slab -on -grade (R- value) 8a. R= G'l lin. ft j b. Wood, raised (R- value) 8b. R= f sq. ft. I, c. Wood, common (R- vaiue) 8c. R= sq. ft. d. Concrete, raised (R- value) 8d. R= sq. ft. e. Concrete, common (R- value) 8e. R= sq. ft. 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- value] 9a -1 R= sq. ft. 2. Wood frame (Insulation R- value) 9a -2 R= /1 l V sq. ft. b. Adjacent: 1. Masonry (Insulation R- value) 9b -1 R= sq. ft. 2. Wood frame (Insulation R- value) 9b -2 R= sq. ft, c. Marriage Walls of Multiple Units' (Yes /No) 9c . 10. Ceiling type and insulation: a. Under attic (Insulation R- value) 10a. R= ? 0 sq. ft. b. Single assembly (Insulation R- value) 1Ob. R= sq. ft. 11. Cooling system' (Types: central, room unit, package terminal A.C.. (Das, existing. none) 11. Type: C' t - 7' L SEER /EER: 12. Heating system': (Types: heat pump. elec. strip. natural C2S. L.P. gas. • 12. Type: /-7 14.-1.01s gas h.p., room or PTAC, existing, none) HSPF /COP /AFUE: 13. Air Distribution System': a. Backflow damper or single package systems' (Yes /No) 13a. b. Ducts on marriage walls adequately sealed (Yes /No) 13b. _ 14. Hot water system: 14. Type: J >'J i 7.7.1/6:- (Types: elec., natural gas, other, existing, none) EF: Pertains to manufactured homes with site installed components. I hereby certify that the plans and specilicahons covered by the calcuiation are in Review of plans and soecriicaons covered by this calculation Indicatescompuance compliance witn the Flonda Ener ode. with the Florida Energy Coop.. Before construction Is comoieted. this building will De PREPARED BY `ttdi"'� - - - -.--._ . DATE: �� - V _ inspected IDr compliance in cordance with Section 553.90E F.S. 1 hereby certify thato,uili g is- compilian _wilt 7nE 3 ioii Energy Coop. BUILDING OFFICIAL: 0 wNEF csNL _ . -. DATE __.__. .. DATE: _ 41-C TABLE 6C -1 : PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. FL and Less), RENOVATIONS TO EXISTING BUILDINGS AND SRE•INSTALLED COMPONENTS OF MANUFACTURED HOMES• COMPONENT MINIMUM INSULATION INSULATION INSTALLED EQUIPMENT MINIMUM INSTALLED EFFICIENCY Concrete Block R-7 EFFICIENCY Frame, 2. x 4" R-11 z P Central A/C - Split SEER = 10.0 SEER _ _a_ Frame, 2' x 6' Common, Frame R- 19 o Single Pkg. SEER = 9.7 SEER = _ Common, Masonry R -3 a Room unit or PTAC EER = 8.5' EER = _ Under Attic R -30 - 3 0 Electric R es i s t ance ANY u) Single Assembly; Enclosed Heat pump Split z Frame R-19 z P P P HSPF = 6.8 HSPF = _' Metal Pans R-13 ¢ • Single Pkg. HSPF = 6.6 HSPF = _ U Single Assembly; Open R -10 i Room unit or PTHP COP = 2.7" HSPF/ = Common, Frame R -11 "' COP ¢ Slab-on-grade No Minimum n Gas, natural or propane AFUE _ .78 AFUE = _ Q Raised Wood R-19 Fuel Oil AFUE _ .78 AFUE = O Raised Concrete R-7 - LL Common, Frame R-11 E) Ill Electric Resistance EF = .88 EF = i In unconditioned space R -6 _1 ° ¢ Gas; Natural or L.P. EF = .54 EF = - o In conditioned space I No minimum Fuel Oil EF = .54 EF = TABLE 6C -2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY See Table 6•3.6.7 Maximum oercentaoe alass to floor area allowed is selected by tvoe. overhand tenath. and solar heat oain coefficient. Maximum% = 3 0 Installed % = ...2 �J 6 GLASS TYPE, OVERHANG, AND SOLAR -@ N COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Double Single Double Single Double OH - SHr=iC OH - SHrir r?H - c ,^ OH - SH,C, - OH - SH,C r , ON • SH.�C' (1H - SH,C' !7H - SHrI; 1 .87 0"- .78 2'- .87 1.- .78 0'- .75 1 •- .75 0'- .61 NOT 2'- .78 NOT 3 .78 0 ,57 ALLOWED 1 .61 2 %.61 0% .44 ALLOWED 1'_ ,44 0"- .35 r Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .87, double clear SHGC =.78, and single tint SHGC = .75 TABLE 6C -3 I MINIMUM REQUIREMENTS FOR ALL PACKAGES 1 COMPONENTS SECTION REQUIREMENTS Exterior Joints & Cracks 606.1 To be caulked. aasketed, weather - stripped or otherwise sealed. CHECK Exterior Windows & Doors 606.1 (Max. 0.3 cfmisq.ft. window area: .5 cfm /sq.ft. door area. Sole & Top Plates ! 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 1 606.1 f Type IC rated with no penetrations (two alternatives allowed). Multi -story Houses 606.1 I Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 !Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air, Heating except for direct vent appliances. Water Heaters 612.1 'Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (oast must be provided. External or built -in heat trao required for vertical pipe risers. Swimming 612.1 I Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a Pools & Spas oump timer. Gas spa & pool heaters must have minimum thermal efficient of 78 %. Hot Water Pipes 612.1 'Insulation is required for hot water circulating systems (including heat recovery units). Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. HVAC Duct 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, Construction, • sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be Insulation & Installation insulated to a minimum of R -6. HVAC Controls 607.1 !Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1. On Tale 6C-1 indicate the R -value of the insulation being added to each component and the efficiency levels of the equipment being installed. All R- values and efficiencies installed must meetor exceed the mMimum vahtes hied. Components and equipment neither being added nor renovated may be left blank 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition es follows. Total the areas of all glass windows, sliding glass doors and glass door panels. Doubte the area of all non - vertical roof glass and add it to tie previous total. When glass in existing exterior watts is being removed or enclosed by the addition, an amount equal to the total area of This glass may be subtracted Iran the total glass area. Divide the adjusted glass area total by the contfitioned floor area of the addition. Multiply by 100 to get the percent. Find the largest glass percentage under which your tabulated percentage faits on Table 6C -2. Prescriptives are given by the typed glass (Single a Double pane) and the overhang (OH) paired with a solar heat gain coefficient (SHGC). For a given glass type and overhang, the minimum solar heat gain coefficient allowed is specified. Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and solar heal gain coefficient requirements onTable6C -2. All new glass in the addition must meet the requirement for one of the options in the glass percentage category you indicated. The overhang (011) distance is measured perpendicularly from he lace of the glass to a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet lhe following requirement. Any glass type and solar heat gain coefficient may be used for glass areas which are under at least a Iwo bot overhang and whose lowest edge does not extend further than 8 feet Irom the overhang. Glass areas being renovated Ihal do not meet this criteria must be either single -pane tinted, double -pane dear or double -pane tinted. 4. BUILDING SYSTEMS. Comply when new system is installed for system installed. 5. Complete the information requested on The lop hall of page 1. 6. Read "Minimum Requirements for Small Additions and Renovations ", Table 6C -3. and check all applicable items. 7. Read, sign and date the Ow nedAgenrcertitication statement on page 1. 13.202 FLORIDA BUILDING CODE - BUILDING FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C -01 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions, Renovations & Building Systems r Compliance with Method C d Chapter 6 of me Florida Energy Efficiency Cooe may be aemonstrated by the use of Form 6000 - 01 for additions of 600 sauare ieei or less, sns- installed components 01 manufactured tames, arm renovations to single and multilarroly residerx:es Alternative methods are oraoded for additions by use of Form 6008 -01 or 600A -01 PROJECT NAME: / , C !" - I)21j • _1' wt.- BUILDER: 5 r 1, 4,C r. AND ADDRESS: ..2 ,p S' ceC ,67,..d.;_.„ ,,� °`,) fix= ° PERMITTING '7 CLIMATE , 2., .2 ..-.f ,: , ; OFFICE: t / ZONE: 1 2 3 I I OWNER: PERMITNO.: I 1 I 1 1 I JURISDICTION NO.: 1 I � SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feel or less of conditioned area). Prescriptive requirements in Tables 6C- 1.6C -2 and 6C -3 apply only to the components of the addition. not to Ine existing win; Space heating, cooling, and water heating equipment ethciency levels must be Mel only when equipment is installed specnrally to serve the addition or is being installed in coniuncbon with the addition consvucuon. Componerrs separating unconditioned spaces from conditioned spaces must meet the prescnbed m nimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of he assessed value el in_ building) Prescriptive requirements in Tablas 60-1 and 60-2 apply only to Ine components ana equipment being renovate° or replaced MANUFACTURED HOMES AND BUILDINGS. Only she- installed components and leature_ are covered by this form. BUILDING SYSTEMS Compiy when complete new system is installed Please Print C K 1. Renovation, Addition, New System or Manufactured Home. . 1. / 4.1 2 2 ,1 -7 ,- -7 0''x` 2. Single family detached or Multifamily attached , 2. ' 5- 3. If Multifamily -No. of units covered by this submission 3. 4. Conditioned floor area (sq. ft.) 4. $ 6i 5. Predominant eave overhang (ft.) 5. 1,5 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a. sq. ft. /5 sq. ft. b. Tint, film or solar screen • 6b. sq. ft. sq. ft. 7. Percentage of glass to floor area 7. -7 Ti, 6 % B. Floor type and insulation: a. Slab -on -grade (R- value) 8a. R= lin. ft. 1 b. Wood, raised (R- value) Bb. R= sq. f . c. Wood, common (R- vaiue) 8c. R= sq. ft. d. Concrete, raised (R- value) Bd. R= sq. ft. e. Concrete, common (R- value) Be. R= sq. ft. 9. Wall type and insulation: a. Exterior: _ 1. Masonry (Insulation R- value) 9a-1 R= sq. ft. 2. Wood frame (Insulation R- value) 9a -2 R= /1 4' V sq. ft. b. Adjacent: 1. Masonry (Insulation R- value) 9b -1 R= sq. ft. 2. Wood frame (Insulation R- value) 9b -2 R= sq. ft. c. Marriage Walls of Multiple Units' (Yes /No) 9c . 10. Ceiling type and insulation: a. Under attic (Insulation R- value) 10a. R= ? 0 sq. ft. b. Single assembly (Insulation R- value) 10b. R= sq. ft. 11. Cooling system' (Types: central, room unit, package terminal A.C.. gas. existing. none) 11. Type: C .6:- SEER /EER: 12. Heating system': (Types: heat pump. eiec. strip. natural Pas. L.P. gas. • 12. Type: /J.E47 / gas h.p., room or PTAC, existing, none) HSPF /COP /AFUE: 13. Air Distribution System": a. Backflow damper or single package systems' (Yes /No) 13a. b. Ducts on marriage walls adequately sealed' (Yes /No) 13b. _ 14. Hot water system: 14. Type: 4- ,!1 i .7 (Types: elec., natural gas, other, existing, none) EP: Pertains to manufactured homes with site installed components. I hereby certify that the plans and specifications covered by the calculation are in Review of plans and soecil cations covered by This calculation indicates compliance ' compliance with Inc Florida Energypode. with the Flo da Energy Goats. Beiore construction Is completed this building will tie r � inspected for com iq accordance with Section 553.90E F.S PREPARED BY: `L'd^^.'"� -'Q ,--- --. - � � DATE. i - ./ _ D k I hereby certify Ihat ' , till: g is_ DomPlianc� wilfi "the R io i Energy Cooe. BUILDING OFFICIAL: _ . __ ___ 1 OWNEF�.GENT: DATE (I 1 DATE __ +i .... _____. 3 - O , on .-----,1_______________ OATE -n1\4E91 -.3. t...1 wham. M ' No 4 P 41/1" / PHONE Ci An°8 E # W ESSAGE / 9 5 NUM 3-- RETURNED a YOUR CALL .,-. AREA CODE B EkTENS/ON lis ---- - ' to PLE4sE CALL ...._, a ss--pc a WILL CAL AGAIN I- -_,..-........._--,--,- -----, a CAME TO r , , 50, t 1 :N S ° I L 1 0 SiGN IN - - -....... VbPS FORM 4006 '""4"4"1"1"101410moil."4"""Onliftwoo"winimmmummain....._ r3" ' :5 CITY OF ATLANTIC BEACH .. '' 800 SEMINOLE ROAD ;r.� - ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 s _ Application Number 06- 00033855 Date 9/07/06 Property Address 205 N OCEANFOREST DR Application type delcription MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuatic . . . 0 Application desc 1 CU 1 AHU Owner Contractor PEREZ, RICARDO OCEAN STATE HEAT & AIR 205 N. OCEANFOREST DR 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) (904) 249 -8251 Permit MECHANICAL PERMIT Additional desc . Permit Fee . . . 71.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . . 3/06/07 Fee summary Charged Paid Credited Due Permit Fee Total 71.00 71.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 71.00 71.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 1 .,,„, ' 13VY\ 37 ,.�f • = j CITY OF ATLANTIC BC.AC:�H !. -h il� • t•t� _ q .. NIEC.R N C a L . PERNNIIT . APPLICATION Date: V/ Property Address: 205" OCRs xylov`c5• D (Nee . V'3c I k- _,_ P Owner: (aft rl �� t C .&.r C� C� P G r f Z Telephone #: 2 l 02.4 (4 contractor D f h it C T }- t QLC Telephone #_ Contractor .d cid rr•. c: 141 { i • (JeL:C a , 0-Aid _ 13i. # : . _Fpyp In uottsider :alarm of ucrmit :Oven for tintng the work as dev. -rihed in the above :tatcznent, we hereby agree le perform said wurk to :tcconi:tnc with the attached t,tans anti soceifiCatinnR whirh nrr a part heron #•and in acoordnnCA: with the City ui Eteach ottitnances ann st4ntimtis of good practice listed therein. - Type oflteating .Fuclt Umber ctlnstnlctit>ta is being done on this building or site, list the building permit numher: rit<C1Garic t „, . 0 Gas: __LP Natural _Central Utility • • O oil O Other - Specify —. — • rvl..ECFL MCAT EQ [!IPM,ENT TO .BE INSTALLED • NATURE, OF WORN • t ,heat Space Recessed 4entrai _ Floor V Besidenum . Q Air Conditioning: _ Room tiCentral • 0 Duct System: Material Thickness 0 Commercial lvlaxirnum capacity cfrn U Rein Aeration 0 New Building O Cov Val e Tower: Capacity pm ' Existing Fluiitiinv • 0 Fire Sprinklers: Number of :Reads O Elevator: _ _ vlanlifc Escalator (Number) l✓ Replacement otE :;istipL m Sy tc 0 Gasoline Pumps ( • O Taub . __ (NuthherJ 0 Ne installation 0 LPG Containers (Number) (No system previously icstalled) . . cl Unfired :Pressure Vessel • 0 E:cteosion or Add-on W Existing System • ' u. Boilers • • u Gas Piping . . CY "fie' Spcca�Y _ . _. 0 Other - Specify • L15T AL.[, EQUIPMENT • LR C ON.D tTION VG. RErRIGERA'r'IOIV EQUIPIKE tT & r . •kl1ProviAg Number Urges ()e.wripltnn tvtutle ulw uttw Ton' s Alettte;r I CcIj e r\sLr • `-1Tw' 2. , 41 ,1 +'cc.n t, 1 1 11EXT.NG -- FURNACES, ROLLERS, l REPLACLrS & AIR .H, N LER!S Apprnvm t Number Units Description Model t Manufacturer h'1"!Ts Agency .. 1 it l ��nrl�t'_/ `�Tf f l= 3 )4 IMP iYCl,wti r • - TANKS • Nominal Capaeiry Type Liquid Serial , {p .” _ !Tow Many & I]imensinn$ ;.' obtained Maqufeentrer No. • • 800 Seminole Rood • atlantic Beach, Florida 32233 -5.445 .Pbune: ()04) t47- 5N(11) • 1':1x: (9Q4) 247-58 • http :!ltvww.ei- atlnnttc.- bCach.fl.us . I'd 6468 -642 -406 0/d azeos ueaoo d60t20 90 10 da9 PERMIT WORKSHEET Certificate of Occupancy Job Address: Type Work: 0205 iN! OCean>Ca/es t- Dr RF)FiR Property Owner: Phone # Ric Peal. Contractor: Phone # 5 K A.il ; 3ne. 59/ 102// Permit #: Oki - Zg(Pci 3 Date Issued: • a L ``7 as 3-chi C� / Building Inspections: Footing Slab Tie Beam Lintel 10// Nailing / Sheathing _ ` Framing / Cover Up 16% 148 S.Fle is Insulation l 4 0- /ij ' b D c -Ce, Final Building f2-/39 Tree Permit # YES NO Electrical Permit # Date / Copy to 04- Z 7 / Z-15-(3V JEA Temp, Pole Permit # Date / Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final /Z- /$ -oel Released to JEA Mechanical Permit # 044 - Z w,,c 3 Inspections: Rough Final /2.- /3 -6 Plumbing Permit # 1 Inspections: Rough / Underslab Topout Water / Sewer Final /z - /3 s Drainage Inspection: I Pool Permit # =- -------- Final Inspections: S Final teel G rounding Fl , i i I ________ Fire Inspection: &. Date Paid: Failed Inspections: Date Paid: R d , • rt ADDRES OS 1 r I' N � Jul E'UIL.DING PERMIT NUM?BER ' 1 3 INSPECTIONS: FOOTING -g QLS UNDER SLAB PLUMBING 6 - Z y .i SLAB Z - Z- 9- 5 F RAAING / — � j 7 COVER -UP /‘2.- g- INSULATION /a -/1 9X /a a3 --0 FINFL EUILDIN ~ l -51 CERTIFICATE F .00„PANC_S.(/ / ELECTRICAL PERMIT # l (es`73 7`P `L 3 -/2 �j (I ) IN FECT ONE' ROUGH 1 .; -- S 1 � 1 FINAL 3- 1 I 9 MECHANICAL PERMIT # / f 744 6 PLUMBING PERMIT # 17 C,�CS�'L �.. �1-W ��� - 6 ; NOTES: { : ♦ . '• ; Sill . •.•• HURRICANE ENGINEERING CORPORATION t J ` �` m � .' 1 1 1 1 Soi.rh 1'rJcrol fI 'h, "U . Suitc 226. Stuart'. FL 34994 T_ /,�'�'�' Phone J0 -86.39 or 26-14.510 Fax .107/220-W6 ' Corp. - •,. j A Registered Professional Engineering Alenvori- i + i + I Report of Design Capacities for Self Mulling Sills Calculated for: Architectual Windows & Grass 4 Certified by: William J. Mailers, P.E. ■ FL. Reg. #19658 GA. Reg. #21275 s t ruc t ur a i . ,,,• • z - Y; I . -%`1 N i .- '1:- "?. - 4 1 ', . 4 RatGrertIftAL trait Western Way. Sufic c t o 1 lk Jar s7nv11c_ tl<kSQa 32256-1333.05 / • )1 I .' 'I lr .i ,I . 1 . , 11 1111.'1 1 1. i 11 i 11 ;iJsul .111.101) I41� il.1 ullingi3ill Given_ j. - 6063 T5 Aluminum - Maximum window size: (2) 4 ° 6 ° windows mulled together with a 8 ° 4 ° 1/2 circle window on top. (See aaached illustration.) - Wind Velocity Pressure = 45 psf (which includes a 1.5 factor of safety) - Ends of the mull are fixed Required: Calculations checking the adequacy of the self mulling sill. Solution: P I = Load from mull of the two windows P2 = Load from the semi - circle window Pt =P1 +P2 PI = (45 psf) * (Ift- -/144 in'-) * (48 in) *(72 inJ2) = 540 lbs P2 = (45 psf) *(Ift in ((4 *48 in *24 in)/3) = 4801bs Pt = 1020 lbs =1.02 kips Deflection Limit = 96 in / 175 = 0 _S5 in Calculate Required Ix -x: Max Deflection = ((P) *(1 /(192 *E therefore, Ixx required = ((P) *(1 /(192 *E *Max Deflection) ((1,02 kips) *(96 * 10,100ksi * 0.55in) = 0.842 in LZ -x provided by self mulling sill alone = 0.892in° > 0.842in __ 0.K, Therefore the self mulling sill will be sufficient to resist a 45 psf wind load with the given - windows being used. �� ^ (I. t3gJO 4�c� cin ti'a S f;� 2 , II 'i ;S' 1 0(■111t 1 ?!a1, :..P. H v11!.Iinn : 'i.,.. •11'1 /, v. :31d)i, 111)1tl:1 (vi 1.1 1IIL arioN 0r M�MF� 6 . i FRPa- t T.T - -1 • SEL SILL �._ -_ -. _._ - - - -•- .- - - •raa(I ' ?1 Y f .......... F . jn). -_. -2 Al : 0.031_ ' 1.94_ • 0.061�___(_8a 0.118 831E? , 0.118 • _ A2 : 0.023 2.80 0.0601__ 2.60 : 0 .155 ; 4.77E-06 , 0.166 A3 1 0.008 - 260 l 0.022 ; 2.60 _ b. - :. 1.Ai F-a; - 0.056_ A4 ! 0.018 : 2_66 _• ' 0.051 2.66 0.135 _ j -06 ! 0.135 . : 2.54 0.022 2.54 ! 0.056 . A5 i 0009 1.62E -08 0.056 __ - A8 ' 0.123 ! 1.46 • 0 .179 i 1.45 . 0260 1 627 - 1 0.322 • - _ A7 _ -r 0.0.38 i 1.12 - • (5.040 1 _ 1.12 : 0 045 � , .4QE -06 . 0.0...__ �- A8 1 _ 0008 1 0.43 ; 0.004 - T _0.45 : 0.002 1 1.82E -08 : o.002 _ M 0.010 0.32 ' 0.003 j _ 0,33 0.001 2.86E -06 : 0.001 A t 0 J 0.038 L 0.24 0.00R 0.24 : 0.002 7.4� 0-08 0E-061, 0.002 J - Al 1 : 0.006 t 0.21 0.001' 0.21 0.000 6-17( 0.000 - taZ ( Q.4Q12 ( _ QM 3.SOE 0.03 4.SQQQ 2.65E 46 i 0.000 1 0.321 1 0 -451 -- : o.a92 Heatrat arts fcvm base tide 1.402Itn. . , _ .. _ lx -x : i 0.802Tt11n ^a • �- • • /A, /[ 1. / KC1 {rTY.CIUR Il [. 8930 Wtstcm Way. 3uilc ' /, _ pi proollis t' Jackone llc. flortc1a 32256 - 8805 / r / J 1 (c�fll l �f 'S -? 1 S!1 • 0 •, uI \ I ul )i . '► I I -, , 1t\ ( 1i,iI 1 nil • (' • 'I . I r -- 1� (I I 1 ! I j F( - 1 1 • r..Cit1 —` —y I I j r. ,•:, i - ... - ` _. y e ` r• .- t ^ Z •:'yam ,'!. tf%• -r` ' _ _ 7A `'4 • . _� ...b. s -fit _ • :o �.,' as.' er • I . - 1., i 2 4 r ,V / Y Y ::... J-. =.,�. t Z •..' y ip• 0't l •a • '. • ....'nf : : . , ,-, . , ; 3 ';'. . 4 1 . c. : - ' . . . - , :- — - - - • - - - : - - - , ,, . , . Va -- -,;.w. i . . I I ',.. - . . . • . r ... ,... ...; ..0.;..... -. _ -:, . e. t ,..eld*:: -,......4 - . -.....4,-.... '_c• • - _ - _,.. - 4 , .- ,.. - 211 I V��j�R� - L � �i; ri+ •� �:lr►i 'r_� `mac -q v.:;.--.F...- gyp' 1 1 . 114 ' Yr - • • -^� , > C • i ; G• =-r .; t. - : +" lt r..'.1 .;y • A��t C • .. y I wtii I _ .: 1 `'.3.t.1� ; It •� • `& r `E• ` ?iwia. J'Vsry t� =.lJ I --;,. i7T - .t T ,...}d - . _ `_--= - Yt i � . ` C = J ' . ;V ='1 tn`� .7 ` �• •-• - - „,,v i 7 'a' t�� '. . s 11. ,:..7: A : t' t P p - . r ... try �: ...ar'J ...�.�: !•^q. . ' ''.., • ` _ < 1 - pa.;. i�i.� • •'mx_4* �...-: a:" .... : . .. A , 7S �•. -x L _ s- ,. L ".� f '' �- �� . - .wti .I^ ?s M "'=.. • e• ...• - -,: f: -..' . I , : M }ma .[. „_ %' I♦ ° ”' 3` � � tLT�_r . :y� .- f/ ✓5� 1�. : i A l a. : "i " C ` � F , AZ - S IF T— �., .• • y` Yi : ►�f w Ali .. l„ „—:. ✓ : -..x.l&- L I. ,. y . v , • Ir ^ • • ►l!S� r .Y+ - sue_+ _ � �i i ': .'�' 1� , •"^ .�t�w 1 I et tti _ `` �'Az.� w «i'Y:s.I I•� ...1 ;1 �; s a !Y .67- ta : 1- ::,... ••'- m . ,,,, ` -0'-• ��.' { {R'' 1 i 40)6r: •rIp ►.,,�.1:....; 'IS�k w !'... mss' 4 s•w. -, es l '•s 3.. j i rj T �� -� • j— 6.�y T :4- ■ - '''''' i; - r _ _ 3 3 1 e.:1-' - s: !` ;.,. ��•+ zu 'fi ' 0. fl y , : try- - Er; . • • :.r•c .lc�..•._ F.n -- ■ ;\ il �.'- i s .. () (X1 l t, \ ' (`• (mn .. . -,_11 j-.:. 'or 1 _ . fV4 f:C i I rrr `_ �hl1ZRLlk lt• _ rc I cy 2,-;`....)- i .2 t. J , / - ' , . . 'I ti ,1 I I V l•' I I )i I HI 1 11 Zddoncluin: Stull Calculation for 8' l {ull. Span GIVEN: Same as for original calculstiona REQUIRED: Calculations checking adequacy of 8' mull. SOLUTION: wind load velocity pressure = 30pvf Load on mull = (30 lbs /ft /(1 in /ft)) = 1201be /ft Deflection limit = Length /17S = (8`t 12 in /ft) /175= 0.55" Therefore Ix-x required = (Sw1') /(384E(Deflecti.on limit) ) w 1201ba /ft - - 1 = 46 E = 10,100 ksi Deflection limit = 0.55" Ix--x = Sx (1201bstft)x(Ift /12inpr(46in) *( p/ 10001b ) 384 *(10,100ksi)f(0.55 ') Ix -x 0.021in` < 0.441n 1 4 The 8' mull .io adequat'e to resist 30 paf wind loads. i I I If �$ t►t irrccaRRL e93 Ulcian Wcp(, R • . mows et - c. C1o(44 J2lS 5305 _ ` [ KtlYrt 7'7 I .r (904) 563 -21 50 `/ / 1 r (; • Fl- . J 1 , . 1 ? Y I 11 .) 1 1 13 I .' , .1 H A t • 11 '' I I: 0, . • . . . • , , ■ .. r 111 ,' , 111 :, ,i 1.. -,111141..'l 1V1 t ) \ \ . . ■ \ a) 8 1/2 Circle . . . . • 1 , \ R.., Cap Sill 4 7 - 6 ' Self Mulling 4'6' SK . . , _ I . . ... _..\\ 1 \ . \I . . N Mull Bar . 48" 48' I / / 98' re A actinT,CILRAL MO Cli'ccrn Wcy.L)-alIC 4 • ‘14 ' , 0 18003326843 D(NJ I D U 1 NDO1.J 122 P01 JUN 13 '94 08:57 '5 HURRICANE ENGINEERING CORPORATION • . 1 4 �i . ' �� � �L m� 4 ° ='•. •. 1111 Sordlc Federal Highway, Sum 226, Stuart, FL 34994 4 Pkone: 107/211 -5639 or 26 -14510 Fax: 107/2204 • c ng Network . ?i 1jl g N b � 4 , A Registered Professiona E ng i ne e Report of Design Capacities for - Mulled Windows Calculated for: Oan,o-a Company Inc. w Certified by: William J. Mothers, P.E. FL. Reg. #19658 ; RCtitiF�: L 6930 Wcste i war• 5u1u 4 5 �gctYtU t'tioci 32258 -830 M OWS & 04) S6S-2 L 50 toe, (9 MU (9o4) 3431249 Structural t. .... 0 fib 0 ,3' •`i t k, erti _ , •� . 111111.1 i i.'O1 3 i I)lll•A 1I11 WItNINli.! 1.'. I'11.' JIJI! 1 , ,,i.1 1,1; 4{1 / SIU V 011 I(l. jl?' FO,) JUN 1 • 31 1iU 3 )tull c41ou140.PiP for multi lc Wi,14$41g 01 Product type: Aluminum 0/27 0 tilt 300/2300n single 900/2900800 2800 Series: 500/2500 Size: 4060 (48 Structural components as per attached details. REQUIRED: Calculations checking adequacy of mull. Wind load velocity pressure = 30 p.s.f. Load on mull = (30 lbs /ft') * (48 in/ (12 in /ft)) = 120 lbs /ft * SEE NEXT PAGE FOR MULL SECTION PROPERTIES Deflection Limit based on 1/4" glass (4 sides supported). 1) Wind Load = 30psf 2) Short side thickness ratio = B /(10 *T) a) Short side = 48" b) Thickness = 1 /4' (0.22" effective) Therefore, B /(T *10) = 48'7(10 *0.2 = 21.8 3) Determine constant C from chart (see appendix) C = 1..5 4) Calculate Long Aspect Ratio: (l on g si d / (shi r5 side) 5) Estimate 'Center Deflection: D = 0.22" * 1.5 * 1.5 = 0,5" * Deflection limit of glass = 4 * 0.22" = 0.88" > 0.5" O.R. * Therefore, limit the deflection of the mull to 0.5 inches. 4 Ir ` o 4_ • , ',. 1 fl C 417A hiff;A-- AIP CITY OF ATLANTIC BEACH *3 U11.. D 1NG OFFICE APR 0 3 1998 v, _ -- - , , ., .9: T rn N r. I-. v CO 24" 0/C w a? 0/C t4 En r . [3"% B -2 2 -16" PSL T1 , L ' L2 " ', / i w v 0 0 d w N N v �f ff 1 N I u, r u, r 1 7 t777 4 N . T1 13 i � B -2 1 La 1 8 s N 1 J ,'1 C) D O 3z Gl < Bu!uoz pug 8u!p!!n8 uoeee o!}uen.v 4o AD . 9661 9I, 8\11 Q3/U3J3�I w v ., s o 0 , O m DESIGNED BY: JOB DESCRIPTION: JOB LOCATION: m m w .- z m o JBE INTERVEST CONST INC PEREZ RESIDENCE - FLR O 'ON! 'ANVdWOO 311 NOSdWIS !o )ewepen palets!Ser e Si 0S2101O3NNOO 311-5NO211S NOSdWIS L lllW 'ueI11W3eW tslof srul to )ewepaq paJaisl6 ;J a s! ®welleJed *ueoeW 3slof snit �o >Newapen a s l naweee-fl 'VSf1 'ogepl 'aslog 'dlysrauued paging a'uegryyoep tslof srul iq L661. 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Z£0 :apo3 PIING t to t abed Wd ZL:ZP :L L6/91.2L Lttt VWV38f1 4L900LLOL aagwnN leuAS LO'9n , 307 1Sd S3 ®wefleled ..9 X .. 9L' po sod Z I VW1/-9/ 7 C.* T-,�,�Y004# 2 Pcs of 1.75" x 16" Parallam® ES PSL 2.0E TJ•Beam"' v5.01 Serial Number: 707100614 TJBEAMA 1111 12/16/97 2:36:01 PM Page 1 of 1 Build Code: 032 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 12 5 . 7 .. Conceptual LOADS: Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 1' Loads(psf): 40 Live at 100% duration, 15 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 270 101.2 0 to 5' 7" Replaces SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE / DEAD / TOTAL DETAIL OTHER 1 Parallam® PSL, PPCB 3.50" Hanger Left Face 754 / 331 / 1085 Other: 2 Parallam® PSL, PPCB 3.50" Hanger Right Face 754 / 331 / 1085 Other: HANGERS: SIMPSON STRONG -TIE CONNECTORS® REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Left Face IUT412 0 No No N/A N/A 10 -10D N/A 2 -N10 Right Face IUT412 0 No No N/A N/A 10 -10D N/A 2 -N10 - Multiple plies of 1.75" Parallam® PSL may result in lower hanger capacity. See Hanger Manufacturer's literature for limitations. DESIGN CONTROLS: MAXIMUM DESIGN ALLOW. CONTROL LOCATION Shear(lb) 972 453 10827 Passed(4 %) LT. end Span 1 under Floor loading Moment(ft -Ib) 1215 1215 34954 Passed(3 %) MID Span 1 under Floor loading Live Defl.(in) 0.003 0.167 Passed(U999 +) MID Span 1 under Floor loading Total Defl.(in) 0.005 0.250 Passed(U999 +) MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:U360, TL:U240). ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJM Distribution product listed above. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. OPERATOR NOTES B -2 BM © HALL PROJECT INFORMATION OPERATOR INFORMATION: 7- 4268B2 HOLMES LUMBER COMPANY INTERVEST CONST INC JIM ELSWICK PEREZ RES 6550 ROOSEVELT BLVD 2516 - CUSTOM JACKSONVILLE, FL 32230 FLOOR (904) 772- 6100 #273 (904) 772 -1973 Copyright O 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ -Beam is a trademark of Trus Joist MacMillan. Parallam® is a registered trademark of Trus Joist MacMillan. SIMPSON STRONG -TIE CONNECTORS® is a registered trademark of SIMPSON STRONG -TIE COMPANY, INC. T,s4a00/il4/ffirrm 2 Pcs of 1.75" x 16" Parallam® ES PSL 2.0E TJ- Beam "" v5.01 Serial Number: 707100614 TJBEAMA 1111 12/16/97 2:50:27 PM Page 1 of 1 Build Code: 032 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED - 2 iii 7' 11' Conceptual LOADS: Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 1' Loads(psf): 40 Live at 100% duration, 15 Dead, 110 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof (1.25) 200 170 0 to 18' Replaces Point(Ibs.) Floor(1.00) 754 331 14' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE / DEAD / TOTAL DETAIL OTHER 1 Column 3.50" 3.5" Left Face 651 (R1.25) / 313 / 964 Other: 2 Column 3.50" 3.5" Centered 2756 (R1.25) / 2358 / 5114 Other: 3 2x4 plate 3.50" 3.5" Right Face 1366 (R1.25) / 1035 / 2401 Other: DESIGN CONTROLS: MAXIMUM DESIGN ALLOW. CONTROL LOCATION Shear(lb) 2988 2415 13533 Passed(18 %) LT. end Span 2 under Roof loading Moment(ft -Ib) 6108 6108 43692 Passed(14 %) MID Span 2 under Roof ALTERNATE span loading Live Defl.(in) 0.032 0.361 Passed(L/999 +) MID Span 2 under Roof ALTERNATE span loading Total Defl.(in) 0.054 0.542 Passed(L/999 +) MID Span 2 under Roof ALTERNATE span loading - Deflection Criteria: STANDARD(LL:L/360, TL:LJ240). - The load conditions considered in this design include Alternate member loading. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJM Distribution product listed above. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. OPERATOR NOTES B -3 BM @ DINING RM PROJECT INFORMATION OPERATOR INFORMATION: 7- 4268B3 HOLMES LUMBER COMPANY INTERVEST CONST INC JIM ELSWICK PEREZ RES 6550 ROOSEVELT BLVD 2516 - CUSTOM JACKSONVILLE, FL 32230 FLOOR (904) 772 -6100 #273 (904) 772-1973 Copyright i 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ -BeamTM is a trademark of Trus Joist MacMillan. Parallam® is a registered trademark of Trus Joist MacMillan. g,Veht/ifaefiall 2 Pcs of 1.75" x 11.875" Parallam® ES PSL 2.0E TJ -Beam T" v5.01 Serial Number: 707100614 TJBEAMA 1111 12/16/97 3:08:47 PM Page 1 of 1 Build Code: 032 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 ! I 1'- 2 16' 4" All dimensions are horizontal. Conceptual LOADS: Analysis for BEAM MEMBER Supporting ROOF Application. Tributary Load Width: 1' Loads(psf): 20 Live at 125% duration, 17 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Roof (1.25) 3359 2861 13' 4" Adds to Uniform(plf) Floor(1.00) 36.7 31.2 0 to 13' 4" Replaces Uniform(plf) Roof (1.25) 280 238 13' 4" to 16' 4" Replaces SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE / DEAD / TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 956 (R1.25) / 919 / 1875 Other: 2 2x4 plate 3.50" 4.717" Right Face 3733 (R1.25) / 3284 / 7016 Other: - Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN ALLOW. CONTROL LOCATION Shear(lb) 6928 6336 10044 Passed(63 %) RT. end Span 1 under Roof loading Moment(ft -lb) 17498 17498 24878 Passed(70 %) MID Span 1 under Roof loading Live Defl.(in) 0.365 0.533 Passed(U526) MID Span 1 under Roof loading Total Defl.(in) 0.696 0.800 Passed(U276) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL:L/360, TL:U240). ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMi!lan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJM Distribution product listed above. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. - Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. OPERATOR NOTES B -7 BM @ LANAI PROJECT INFORMATION OPERATOR INFORMATION: 7-4268B7 HOLMES LUMBER COMPANY INTERVEST CONST INC JIM ELSWICK PEREZ RES 6550 ROOSEVELT BLVD 2516 - CUSTOM JACKSONVILLE, FL 32230 FLOOR (904) 772 -6100 #273 (904) 772-1973 Copyright 01997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ- Beamm• is a trademark of Trus Joist MacMillan. Parallam is a registered trademark of Trus Joist MacMillan. fitgOsrfitoefiAlt 2 Pcs of 1.75" x 11.875" Parallam® ES PSL 2.0E TJ -Beam" v5.01 Serial Number: 707100614 TJBEAMA 1111 12/16/97 3:13:43 PM Page 1 of 1 Build Code: 032 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 --- - - - - -- - L �? 17' 4" All dimensions are horizontal. Conceptual LOADS: Analysis for BEAM MEMBER Supporting ROOF Application. Tributary Load Width: 1' Loads(psf): 20 Live at 125% duration, 17 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof (1.25) 112 95 0 to 7' Replaces Uniform(plf) Roof (1.25) 179 151 7' to 17' 4" Replaces Point(Ibs.) Roof (1.25) 401 340 7' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE / DEAD / TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 1414 / 1309 / 2724 Other: 2 2x4 plate 3.50" 3.5" Right Face 1621 / 1481 / 3101 Other: DESIGN CONTROLS: MAXIMUM DESIGN ALLOW. CONTROL LOCATION Shear(lb) 3044 2662 10044 Passed(27 %) RT. end Span 1 under Roof loading Moment(ft-Ib) 13510 13510 24878 Passed(54 %) MID Span 1 under Roof loading Live Defl.(in) 0.388 0.567 Passed(U526) MID Span 1 under Roof loading Total Defl.(in) 0.742 0.850 Passed(U275) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL1/360, TL:U240). ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJM Distribution product listed above. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. - Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. OPERATOR NOTES B-6 BM @ LANAI PROJECT INFORMATION OPERATOR INFORMATION: 7- 4268B6 HOLMES LUMBER COMPANY INTERVEST CONST INC JIM ELSWICK PEREZ RES 6550 ROOSEVELT BLVD 2516 - CUSTOM JACKSONVILLE, FL 32230 FLOOR (904) 772 -6100 #273 (904) 772-1973 Copyright O 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ- Beam"' is a trademark of Trus Joist MacMillan. Parallam® is a registered trademark of Trus Joist MacMillan. T-,049L/Itor/Wirm 2 Pcs of 1.75" x 11.875" Parailam® ES PSL 2.0E TJ -Beam"" v5.01 Serial Number: 707100614 TJBEAMA 1111 12/16/97 3:16:51 PM Page 1 of 1 Build Code: 032 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 11' 6" All dimensions are horizontal. Conceptual LOADS: Analysis for BEAM MEMBER Supporting ROOF Application. Tributary Load Width: 1' Loads(psf): 20 Live at 125% duration, 17 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof (1.25) 112 95 0 to 11' 6" Replaces SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE / DEAD / TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 644 / 621 / 1265 Other: 2 2x4 plate 3.50" 3.5" Right Face 644 / 621 / 1265 Other: DESIGN CONTROLS: MAXIMUM DESIGN ALLOW. CONTROL LOCATION Shear(lb) 1228 983 10044 Passed(10 %) LT. end Span 1 under Roof loading Moment(ft-Ib) 3429 3429 24878 Passed(14 %) MID Span 1 under Roof loading Live Defl.(in) 0.045 0.372 Passed(L/999 +) MID Span 1 under Roof loading Total Defl.(in) 0.088 0.558 Passed(L/999 +) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL:L/360, TL:U240). ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJM Distribution product listed above. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. - Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. OPERATOR NOTES B -5 BM @ LANAI PROJECT INFORMATION OPERATOR INFORMATION: 7- 4268B5 HOLMES LUMBER COMPANY INTERVEST CONST INC JIM ELSWICK PEREZ RES 6550 ROOSEVELT BLVD 2516 — CUSTOM JACKSONVILLE, FL 32230 FLOOR (904) 772 -6100 #273 (904) 772-1973 Copyright rD 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ -Beam"" is a trademark of Trus Joist MacMillan. Parallam® is a registered trademark of Trus Joist MacMillan. C- m.--1 nr m -4 0 r 0 no 00 G >m 3b. o000omp mll 11 4.N z 21 V � � �-+ N F ----- 12 '2"8 -----H n = �� ,- ,mm- ��m -�mz u N < 0 ros .. NNN Q) 41IUL� rn a! H - I m m 1 1 1 1 LL).-LL) r z Jamb. — op I j 0 m b. Lob. Cn N. . 0 1 40 � t4. '••1 - 427 07 V 07 N•- Oto0rUz. 13 C (n WU) m o n • • • • • - • • • • r w - 0137) r ' � .-4 ` m n tamt rn00000m W C 2• mm r 1........1.2i 0 11 c n nN 1 1 1 1 w w no W - -02 ...w....., w_. VUi i 0 •• 00 \ 0 . •>• 13 (1) 0) V T N- o 10 o n1.0. 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'�uE - w 0 ¢0 0: CU i x¢ z1. $� 0 - a< N O •- 0 N M ..JO im Q. .r O 'r( 6 N WO W y .�. -- 0 i O 0.U)m _ 1-- U 0 0) X '• < ❑ e -1 0) )K ur s .n m m- •0(000000 x Wcn ( - Z.V. o g g $ J Z v)¢ ¢¢u) -- O 0 Z l W. WIDOmN(0(DImto as oaO 3 -- X • O I Q ` ¢ < N- ••-N N N N N 2 -.0 : c3 g W W o ¢ z o in W W b z 3 0_ CC ¢ m uw . an ¢ ...J CO z « «U) 1 - 00 - •0(00000 J ..1 1-- 0- ° o m O1 i _ - <1- 20:02 D 0 g Foo - ( m v ( ` n om Cr U) ~ ZI 301-1- H .�. g . w z,mN o p ¢a )K O =¢ .� N 00000000)v0) WU) Cr1-0.1- ID 4 CT) C J • • • mcr O d 0 1 v Inm m1n1n .... O Qm /- 1. 1-0 •W Q Zo O r • -•mm u7 1 1 r UWU)¢ `-' - t- 00 m-+mm 1 1 N a000 X 'II I N .- rn 0 W IS CZ O U) X 11 In • O �a�► J 20 1 -....Z Ill 0) i LL0000000)QQ) Z(fl -W (y _ (�� J N0I Ma vmin(n In --mom U m ) o Uo0 3 `-' d � \ ►/� O 1 u7mM U)rn In D1- O- 3 1- ✓/ �i � 0) x x x 7.-J m..rnm 1 I 1 ¢ U)J ° ( � i � � / I0 NN N z U) 3 U)• -.� �"� N 0 , \ /•I oo(n Z o (nLL1- �, rn< V / I oow 001 000001 -1-1- o x ¢0 J N 1 N. 22.45 w 1 - w < It c � I I W U o a< OW00000 • ---• w• (15(151 ¢ D Q 0. 1- am 0 U) 1 O �O cc J( Z 12 -a.Z•• <C _1 1- ' I-0_ «ti 1 O 13326(34 3 'YAW I U W I NDOIA 1 2 ('[J2 JUN 13 '94 • 407,!,20U6136 S 1 UAR 1 Of I RI SOS PO2 JUN 13 ' 94 00 36 }Roll c4loula4t}.Qr for mult ale W1,n$QW$ OTVEN: Product Series: 700/2700 tilt 300/2300n single 900/2900 500/2500 Size: 4060 (48 "x72") Structural components as per attached details. :SQUIRED: Calculations checking adequacy of mull. OOLUTIOHs Wind load velocity pressure = 30 p.s.f. Load on mull = (30 lbs /ft') * (48 in/ (12 in /ft)) = 120 lbs /ft * SEE NEXT PAGE FOR MULL SECTION PROPERTIES Reflection Limit on 1/4" glass (4 sides supported). 1) Wind Load = 30psf 2) Short side thickness ratio = B /(10 *T) a) Short side = 48" b) Thickness Q 1/4" (0.22" effective) Therefore, B /(Tt10) = 48 "/(10"0.22') = 21.0 3) Determine constant C from chart (see appendix) C = 3..5 4)-Calculate Long Aspect Ratio: (long side) /(short side) 72" / 48" = 1.5 5) Estimate Deflection: D = 0.22" * 1.5 * 1.5 = 0.5* • Deflection limit of glass = 4 * 0.22" = 0.88" > 0.5" O.K. * Therefore, limit the deflection of the mull to 0.5 inches. . " 1 fl C / . . - 1 UUf_JJJI000J U.luwl V t/1IIVIn w, .c[. f v.l ,,••• ._ im, 40 (22086E36 51 uAR T tl1 I RA. 3ff, Pai JUN 1 :3 ' < - 34 bti . MATNERS ENGINEERING CORP. JOB 1111 S. Fedoral Hwy. Suite 226 SET No 0 ' STUART, FLORIDA 34994 (407) 287 -0626 GttLUCArEOCY` -_ DATE RIECKED BY DArt SCALE ' : • F ig . 01G. ? NG. (44,4.,& fi gig w/??� 1l(! r -1 i ! - a .. p1 'C cEC,7jbe,(� pp ] A! 'T 0.025 0.0.0.9 .. . ;0.05 7.(o'x.td_ - ..... _.(3.: 9.5. Ai . a.o 1 ; . a.. L.5..._. .0_00.5_ 1.03 ;0. _.. _.'.3_,.142 -- 0 .= 0 1 ii . . ' LL1QZ 6?. 4 .... *20. o: ()pouf 1,1.Z ...._ .._.:Q..QPa:. -. -- -- __j.,_( ?( !6 ._/S � O.po3. _ 1 . - -_II .0.067 'o•,vo 41.r F tcii1= - ..._:. j A5 ' o = a5 4 $... _.0.,_593;.. o..0 3 Z•2 . 0.58 - . ..... iv_ spa: . _ .1_ �.. 0.92M ._.0..R`t...,.......Q :cloov 7. . 6.Z 0, OO k .. C ___:_..A4,_;____ - 0., o3G`t 1. tog or o log. X �Q b o. 117 Q;,012,5..._....0....9..(ci ,..Qt : 0,10 - 0:°00'JL 2_...: -:r 1 Q_____. .. 0 . , 0X'f8 -s --L-4 -;- Q•0`± {2. I. '57 .a .. . .....9.4L. / .1 v.2.. ... ,_.9.:aS 3.y,X /Q 0,0.(_25 . A . o :.oait..._. :1., 71 -_.. a. 4.3 . () .4 : pl,00r3 ---- ----- _k.. e . o.. 0 P 1 3. S _. -1..4I11 .. ._ _...0 P_ .5.. 2.049 - D. 048 0 , 9 5.:..__. _.f2.1,2.21..... . . ___. .Z..? ! x to 0 .D2( o. OZ _..:. 5 Z• 29 -- .. .a,....05 _ 1.15. o;, 0;33 I xro .. O. 03S. . •-- .;..g1 ,.._;..... _Q _ozz.._ ....Z• `.9. - a,; 098 . / -,54 0.0. 7 .•Z K fs;T -b.. ..._0.0.5.? .. .__._...bi3 : _. . a c t t ` i . 1,102 a, G. . _ . . . . . 9 ; 4 1 . . 9 . 5 . . D.-.P.5129: . .I.. 05 x to 5 9 . as r ' 1. - . - a - . .' . 0'.0 : 0.035 0 , 0000V'6 "(. 7k r0_� 0. 000X03 ■ rrol - A o, `f 0 5 0 493 0. 22 1 1 . �rA -- 1 (C 405 = 0..t83 _222:2 - . 2 .=: /.i9 - %YDcIn?AC. .ar$ . 7)15-7:4AKi r.Ca.ect .84k5 1-/ A/C . : • . . • • -- z -. . :r I .: %..',, '�:_ 1 • - 1 - • ° _ ; -4 -'Fa ..S' 7% -- , 1 .. _ -' •" - 1 y- y.s.' = �• V.. JV tJU J1 AFi 112oeu.36 Si LIC-V 1 Ulf ICI 105 Pcia J 11N l ; • 94 blJ e Cal Ia.. ate • •i i !i:. _„ To Roe .et Load : • • t(• •• Daflect oua as a C ptro1 Dmax Q (5w1 Therefore: Ix -x required = (5w1 /(384E *Dlim) w = 120 lbs /ft 1 = 72 in E = 10,100 ksi for 6063 T5 Aluminum Dlim = 0.5' _ �S* 1201bs ft) * (1` 12•) (lki14941bs) 384 * ( 10,100 ksi ) * ( 0.5•) Ix -x required 0.0096i.n < 0.44in' from the mull Therefore thQAnull is adequate t resist 30 psf wind loads. • 1 1 2 �j� � /.15Z4 • W ndu Ca C1 • �f1II ,ncli, ding Mullcd Windw os (Note all wind velocity pressures arc shown ,n pounds per square fo Wind Speed RO 9n 100 Il0 (?O 130 140 (mPh) Exp C Ex C 8 p. C Exp. C Fzp.0 E,(p. C Eu(p. C Exp D Ex p. 0 E � 10 Elevation P D U to 15' 14.5 18 1 22 6 27 '� .;� . . • :: l ' Z.?. •• :. .. , `,.:;......;•.1..•••,..1 ~ ^'1'ti : .{ :iw..;,rt \:tri''•:o:��..., . % . K' S.. iy.•.. `•.:'r. , 't - .. C j.; Ito.,, •••.•,74.- - : { -, r' .t? O a ' •:•;•a : - : �� t . - !• i : •;••,, - :•^�' ^• - . S......•• t•:J 5' t0 20' I S 7 e t. • 19 9 7 t`tr •� a2 t• ys r t....%;,-...;;;;;7,s.,;-,;;;;,.;,........,.....7....,....„ • a 24 6 29 / �yC. .. 3 - 0,..••• • •,,„!- t ..,_.......t..........^........ . C 1• f • r; Jr \ • T s 20° to 2S• 16.R " % == " .. : c ..w .1.46:'Z''' ,� f r . _ : +s• . ' r 21.] 26.2 r . s r- a f?"j w r � d, r „ d• . • :q .i i -. i). „ r ,� •.� tint + \♦ M1 `. , : 1, • z4 , 1 to )0' 17.1 22.4 27.7 • . k + r ! s < t f , . •.�3'••. • , r +- t i.f iT ..E • ^ _.. _� ^ ! r • , 1 30' to 35° 8.4 v .. + r 4: - . " ;. . ~ f ` 1 23.) 2}I 8 J t 1 1 r t •a. .. a .•,n T r •' ` 1 • \ { ; i t 3S'to40' 19.1 2A .9 i 7e r , J f a 4 0 . to 45' ` �tT . 7 , \ 3 198 25.0 v, iR ' a1 i ce 1 - Y . i 1 f r ~ a ♦ I,. ^. • < 5' co 5O c c • T f ti t 1 20 4 1 J 8 ^ - •W. v a .E . hw • 50 IO S5 2 O - } •.. ^: ,� 4 a ) t '� > = t. =} .. • \ a •1•.' .� r y ‘*!•Z•:',;•': \ L ryf > t t+ 1 r. � . a_� .2 a. , \ t .• .• � . t � T 1 27 L t �� nn 1 l0 W 2 5 2 : ; 4 4 '`'P , iT \ 4 — ' - _{ f : 55 °< T t , .- • .« :� •- .. ,. _t i � .,• - rte• . a . ) V elocity Pros s ure Values z = 0 Q 002 Kz Importance Factor. (_ 1. , A 3/7'1 74 ' . . . 1- • 270 DANVID 2 , 93 3040 70 G °uur•'a'aa` Q 4374 --1 (o1) NOTE: 1. •• MO1GA71;S �� WESTERN pRRUS10NS 10. ; E WARK (0.010 R. X 0.010 DEEP) E t X EVa ES WITH DIE NO. 20657. r i 1 .amo•.w.va.w, .xrl.noWirvrsvArsrr O i E s i E E D L___3 ® O. r 2.565 . . • . k i•------- 1.270 C. • i ® 1 . . 7,.. -f EV - h � Vr' , ' . y . /y �q�ar!riux.S�ryyp�y�p X„,,, t JO' �.:e A,.. .r,....F �. ' 0.688 —� x pp 0.055 0.25 R. 2.465 a 10 BREAK SHARP CORNERS a 0,015 R. • U SPEC1RED WAu. THICK/LESS .--219 venom , . . UC Ri T AAOOD n.im t.11� It �i:�[�] THE AL • C / ©��_ •+7 •� - ° ._' -- — ►ioit� '� v<xu 20G61i � Fmxx A uxatmg ASSOCIAVOK illiatstz ytry +mr XrrtY. ° ; • �,, ,.., P II Amu. 0.221 • • 6063 7 � a 0.205 ` ` Sal 2 - 3 180 MULL __ ' 1• a7 POOP • ' ° R 9741 cuas SOUO T5 4/30 87 1 •! ,'. • , I 1 o p i, • O p p p O p 9 75 8 w let, te. } ° a ' _ ____1_ P P P It 1 lir . 1 : 1 11 "14-„....:,...i 3 1 ' T 2S - ---1 Q -( — i L _i a P f '7 ~ el a • • (I. .1 — .-- ` ,► •1- -- - -- ;:, I RE I it I 1 e i g V - 1c " [__ , ii g i 5 i a aD I( El g I A _ fi r. 1 1 i 1 - t gi ! 1 1 ----- — : II Y „ 1 Y as w \ p N d Is -► . - ■ d H r 1 . • S 6 8 10 15 20 25 30 40 50 100- 100 if 1 I a Kau i-ci - --. Arit iiliiii ililitil 0 u) rilatalammal ! 1 ...1 -1 1 1 Op c MN 8 & Ii1Ii!iiii!iiillL 1 IIIill ll 1 1 11 Q g p g 1 'IM ► � Ih���11111A�IIW ; II� o 'a o tHik U 30 , ,� 30 1 h cn 20 bollifitillnittillik 1111 11 , 20 w 15 -. ,i5 cr < li . i •i I, 1E., '11: .10 I. - iii io 5 6 8 10 15 20 25 30 40 50 SHORT SIDE THICKNESS RATIO 8 — (10xT) ' .•0Q,3111k96 12 :56 9047560500 LORE L LTD PAGE 01 May- 22_ -96 08:16A G1ASS OF AMERICA 1 yUa 396 Go06 0.01 jai iplk • • INDUSTRIES • Technical Services/Flat Glass Division MARCH 19, 1981 pp rjelp M e n a Ions eet • Architects Specified r - `• 00/01/1996 12:56 9047560500 LORE L LTD PAGE 02 . May -22 -96 0 8 :16A G1ASS OF AMERICq 1 904 396 6006 P.01 .. W Load Des Gu s Breaking Stress Level Relationship of Breaking Stress to The st(uctural behavior of 1� Duration of Uniform load glass ss is :0.000 �� t s,o,o r such that breakage risk must be t,I000 r<IL0 PK a.erutr_',.j ren,r,trlro r;P.t'tr,s, determined using statistical theory. .. ; 1o.000 I - _, � .. LA 110,.3 ' 11;30 "'WA( PAC :URLi r i ) 1` Failure always results when a tensile "— sco, _ - t lts7.Slpr,, r • 1 ,r.. t01 i soon e v - 1 0.-Ctals Component of Stress exceeds the ., _ ,, t {nor . tensile strength of the plate at a =c 3000 r ` o "r 1— . 1:;, • 1 '434* ;4 Ati�r ita • �i., MC �' V • • l I I t.r,4r rill particular location. Stress is influenced -a < 2033 o • =tom " t o ^r c 1 1 4 by plate geometry, fabrication, sup. 7 1soc1�_ g r 1110...z. 1 t port conditions, surface gustily, « t000 N' MIEN 11 > M 'e' • type /rate of loading. etc. gi �r _`" 0 , •, ,,, =memo �ee� — 1 0 10 tc 13 10 10 IC' 10• B reakage Probability vs. sus, ta..o: , c 3t..i.0:0t IsicoNcsI Maximum Tension Stress •15 is.at nn..461fivrt Ow 00secvna MCA ure:RCwi. Maximum stress in a plate is one Float Glass Probability of Breakage' factor which determines breakage risk. Computer analysis is a sophisti• Pwbabrbty or Breakapt' at ini Annealed Glass s+•at•Stranotttenetl Ten+pree G,rns cated means for estimating tension i Occurrence of 60 (Coefficient of Glass (CO.fficiont (Coeffisflat 10 stress as a function of design load Second Otsipn load var atiorr' 22%) maximum ....CO varieuon 1596) of Vuirtion> selected by architects to meet job Maslmurn Maximum requirements. Fracture risk, while orJaks per 1000 Stress Stress Stress never entirely eliminated. usually can loaded (PSI) (PSI) (PSI) be reduced to e practical level 500 6,000 11,000 23.000 acceptable to professional and regu• 50 3.800 8,300 19.000 l3tory authorities, Fora brief outline E 2.800 •. 7,000 17,20 of the statistical relationship of 4 2,500 I 6.600 16,000 a probability to maximum t en- 2.:00 6,200 15,500 breaks 9 y 1 1.900 I 5,900 1 15.500 sion stress et break origin, see table •ror. A I. n„., n : 1 .01113 "11 t 4141■464.11•r no. mil tl,.,g:', oitl'•CQ'IOn, .n0.••OUr: sof: Ant's .:I l,•rt. at right. r1,04 .4-o..el Ic. -.It New PPG Glass Influence of Aspect Ratio (1 to 5) PPG Flash Computer for ' / . " Annealed Float Glass service : rc, SICti :,oPOa :c: Recommendations 20c r 1 ( F l I or arge rroiects. PPG c,. fcrs tee_ • PPG computer analysis, verified by 1s niCal service to design pr0fessloilals full size load testing, confirms that " 5t'(CIFIfO /60 4.( t• as a strop ement to puGi she wird I Or r,Itvpt — 14 a ►cn to;: piffle geometry affects maximum e load charts. Based on finite Element tension stress level and location „M �u � �, 3 = <1n3:ysis, confirmed by full scale nti c nifi si g y N ew glass I ass this+ ness r" \ ■ ; a tests. 'WIND LOAD" (PPG's Fl.4S ( c0rnmtnddti0r.5 X111 lake aSp CI 6J t 1 7 = 0roJram) estimates glass thickness 1 ratio (long side = short side) snd = o t : 0 ,r.. rocommenctations to meet the deslo other specification var .�hIcs Into = 1[ ►�`��� a E. (rctesslonal s wind load r env-re ' account A introduction to mesa now , 1\ I Z n :e ^ts For s�rvlce call your PPG n recommendations is ore'.. dad ;n a : i_ f 1 ) _ I -- r - recommendations Z 'e Dresentauve III trplcal plot of research data ' i ! ( ! , , r . I V cSrt ;' . it • — i Atli I I ■ 00/01/1996 12:56 9047569500 LORE L LTD PAGE 03 May -22 -96 08 :16A CLASS OF AMERICA 1 904 396 6006 P.03 HOW TO USE 4 -SIDE SUPPORT CHARTS (Example Only) Architect. Sp.ciIl,a piob.bIIl y PPG ANNEALED FLOAT GLASS _ of 13,..k3 • 311000 LIghta roar 51d.a to' . 1-Minute Uniform Supported In W.ath.rtIght Rabbet Wind load Duration 3 1 TO DETERMINE MINIMUM RECOMMENDED THICKNESS STEPS EXAMPLE 3/16 INCH (5mm) ^ • 1 2 a s , 100 ` • = • i • • - , - - tae 1. Calculate area of light specified 1. Area of light. 4 - so t so by architect in square feet. 7 F1: r. 3 FT. sr 21 FT. o b �o ts R' : so c (length x width) .•° t to '1°>o --J Ism as • • 29� i I 2 44 r� 2. Calculate aspect ratio (long 2. Aspect ratio• to ` — I � side .• short side) specified by 7 FT, - 3 FT. = 2.3. A / Tr zfl� r architect. « to sp CT n — to 3. Determine wind load (PSF) • 3 Wind load = 25 PSF. t Io ' ' 10 specified by architect 1 2 3 . s A.PICT 002 10 tlONO 1193 • SPORT I1e11 ... . - -.. - -. e_ —. -.. .,. .... .... 1A INCH (6rnm) - loo 1 2 0 1� a s ta p 4, Enter chart for specified thick. 4. Enter top of chart at aspect r"..r ness at aspect ratio. ratio • 2.3. • c so ,,i so a to .- - - -_.. .-. -- --- . - -_. ... -- . - --- rJ ` I go - 101` .5. Enter chart et wind load (PSF) 5. Enter left side of 3/16 INCH o t0 411' —... ■� I 1 t0 specified Dy architect and (5 MM) chart at wind load lit 00 ,;.,_1•it L ao intersect aspect ratio line. - 25 PSF. Y . S en . .... i - -- ae r' • - - --.. ...- -- — - • -- . . -- . . _.—. -- - !" 20 r 3•�aa •� — I 23 is Soli` � ow fc+ ' 11 6. determine area cure (FT.') at 6. Area curve (17 F7'. on 3/16 1 • � trrl intersection, INCH (5 MM) chart is smaller so than 21 FT. l . 10 i , r _ 4 T , . 10 ^ 1 7 3 a 1 I I aarleT.a7IO (COMO Ire. • SNOUT 1:01) Therefore: 3/16 INCH (5 MM) thickness Contact your PPG Representative is not recommended. 7. PPG's minimum glass thickness 7 Enter left, side or 1/4 INCH recommendation is that of the (6 MM) chart at wind load chart on which area cube = 25 PSF. roor.oTts (FT. at Intersection of wino load and aspect radio lines is Area curve (27 F7. on 1/4 I COMtaet •ev. ►•O ■1••t asr.TAmt roll _ equal to or larger thin area INCH (6 MM) chart Is larger • Mo•.ls *.o,.o of specified tight. than 21 FT.Z. ••Cwrt,OTV.A/ •90OvC TS. a 011210. s•seI' COTIOMI Therefore 110/ S.Q. wM t 1144a4ra140OTMt.1/40a0 1/4 INCH (6 MM) is minimum cQM Ie(AAT,Otis 03Ov,.t s•cclat. stag'''. recommended thickness 1 I1.0 osnscneH 44.40. 1.01' ,rClDO 1 •T0 1 AT 0[110. 10x0 00/01/1996 12:56 9047560500 LORE L LTD PAGE 04 . May -22 -96 08.17A GLASS OF AMERICA 1 904 396 6005 p,pc HOW TO USE 2 -SIDE SUPPORT CHARTS (Example Only) • Arc1,ItKtt Specified P,ob,bh,,1 PPG FLOAT GLASS • of 8 . e,lO00 Lrgnt• for t•Allnut• Uniform Tye S\a°s SvppOrled WInO Load Duration In W*a the, tight AM.( 3 TO DETERMINE MINIMUM RECOMMENDED THICKNESS STEPS EXAMPLE PPG ANNEALED FLOAT GLASS ' � i liNOTPI or uM11uaro1 It„cr(jj) 1. Determ \ length of unsupported 1. Length of unsupported an to is >d Si ja •o sop 40 , 00 ,s° suppor span tao + , o span (INCHES) specified by 60 INCHES. C a ,' ,igk,I . 11 1 r. architect, sa Mitinaling ' . t0 2 . Determine wind Toad ' PSF ' -.,a",. , . ( } 2. Wind load 30 PSF. .o 4 0 specified by architect. "—Elk � 1 a3 11' 1 3. Enter chart for specified glass at 3. Enter bottom of chart at unsup 10 unsupported span ported span •, 60 INCHES. i II leak; I it 4. Enter chart at wind toad PSF 4 Enter leh side of chap at wind 10 ; 0 ,s :° :s so .° ' so $o jo , o° lso specified by architect and inter - toad = 30 PSF. sect unsupported span PPG } HEAT STRENGTHENED GLASS (INCHES) line. • ao _ tf I .s. 1. ��tw _ _ 10 • + T I0 GO I 10 5. Check location of thickness Tines 5. lid (6 MM) line on HEAT 171 ' ' 4 :—. — _____ r _ _ , o vs. intersection of unsupported STRENGTHENED GLASS °0 1 i : _ - _ r0 span (; NCHES) and wind load chart is below Intersection. l L • : . (PSF) Iines. 0 i so - -0 t 1___ - .• 30 ~ Therefore: Y • I ,° f [t0 114" (8 MM) HEAT ! i I STRENGTHENED GLASS 1 's' — - 7 j i \t thickness is not recommended. • ' J ' - -- - -- 0 .----- ,o 11 10 3 + 3 .3 ` 00 so .o \oo \ +C 6 PPG's minimum glass thickness 6. a ANNEALED FLOAT GLASS PPG FfEACULITEI TEMPERED GLASS recommendation is that of line 5!8•• (16 MM) line on 100 4 t I - -1 _ 1 OC on or directly above intersec- chart is directly above 164. 1 ����� so tlon of unsupported Span and Intersection. 4 wind load I:nes. ' °' l ° c . • i .6 ° roo *.oi(t Vg" (16 MM) Is minimum recommended thickness of i. w � \ � \ ,a � co.,„, ,Ou• r•0 otaot. A NNEALED FLOAT GLASS. - (lrr•nrt ro• .. ,. to __ ._ _ .. I ro ..o..cnr(o.rc • " 6 0 HERCULITE TEMPERED GL v ( i raoovo \1 r ,s ...:55 a O(iic. t•lGnCai,or, + 1. d (6 Mtv1) line on ...:55 O.. 1 1n _' , � fi ,.r.•,.. C,h2rt is directly above I I 1 oor,aa \o 0 — r_ _ -- 10 intersection. t0 \+ 10 11 No •0 1,0 l0 tO 104 ISO t•l =' tr 1ti r O1 pt vr.jylt0at( t w r cc,s,�u.ro.,.cov,•t 0 aa tlC�tsl 1 tv. O•,Nlil l� Therefore .21 (lCllO I073 SOD). •7 OIS,Cw IOa3 1 11^ IC UUl i.- ...Inl.- .,,r., - 00/g1i1996 12:56 9047569500 LORE L LTD PAGE 05 May -22 -96 08:17A GLASS OF AMERICA 1 904 396 6006 P.0 8 Y 3 I I R j _ .... E. 8 Y S Y x £ _ a 8 X 0 1 r o $ - ( .. : At.t.'t1 5 t• t 1 • R z M li . 1 I X r N , t o Q ii .. 8 s IhL O 1 1 I - M • 6i o... i f a 1 i u I 1 V ► i y 8 � (� Ie C r= Q 1 ' 'F h I I ij 9 .Y R R t 2 3 11 3 ! R 22.* .� 41: 7 ( s)l 1 OV01 g7viM 01 ulJlsttlJ7il«JYr (s0s �' J)s1 C.t7)11M7Y• (stt) 0•ptprla 0)1g2l[t 61ziLnUtr ^ CO �1 ii i Y R it 2 $ Y J ! R 2 g f S ex R / 5 _ • QI ; I I 4 N 1 fl 1 • W a + 1 1 M 1 CI �� V! 1 ^ o ! �- L I I ' - 111111 . . I . • 1 • L . 6 6•• 44 6 . 5 , E /7 e . M 0 i E,, . .. , 4,, ... ? 1 2 1 ..' k 4 f : : Z : ''. 1 A l 14? . • Q. a. g i 3 7 x t ^ ° 8 2 3 32 p S 8 Y Y V* t: t I,tsl O•QvGNIM O)1gt3)sl t /331.1.0 101' („t,I evc1.d.1r. O) sll)IIK3v• II)I)Ov0110d1.+ allll tl .r g Y 3 Y R R r. S f Y 2 2 R R g f t SR R S w w We o ISO 1 w • 0 o i I o f R R 1.... _ ! 1 1 - -.1- ! ..1 - o ...: , I , ...., _ . ... � � . ^ l J — 1—.� .,1,-,.... O ' : f Z Ai ° ° j 1 E i 1 i E o sm - = y t U _ t = ., .; E E E z L C t t Z .+ C N 1 4 1. tia { C - 1 Y 1 Y II R e - I w f( 8 y 7 Y 4 R 8 4 I 9 it t 7 1!1♦I ovol,a,,,. oll,■Thi 1 tm I j{, C∎C`. C. 07 r ]7/11 1�1t ! 1 e1e"Or_• ry. Ot 1 1Dttl 00/01/1996 12:56 9047560500 LORE L LTD PAGE 06 May - Z2 -9G 08 :18A G1ASS OF AMERICA ' — 1 904 396 6006 P.O L ■ AAcsrr crt l)tCtfl(O w (PI /1 r V r$ sag 8 iii ; i : 1--- ., �j til t7 0 . fi i g Fg- is lf AOi pi li rn b O )IWA! V! >r ., 1 a •0 i • Z M I IR? rol lir . f i ar i •1 o p A s is a s a Q ii rogruss.„.„,,,m,„,,,,,,......,■„,„.„,,„„„,„,,,„„.,,,„,,,„„m kJ m A ARCMIT[crs1>tem o WIM0#1.0A0 (.g, A *CWrler•$P(Ct,ttowtg0:l0A0 A liCMl1tCrtt>tCUltOMIMOtLOAO(,1,) O Y $ xt t$ »• I Y ass a8 i 1 m � �• 1 �. .. _ � a a a s a s � � � N - � - ' . :. 6 g y t 33 333 3; .3 � 3 "' 't 2 1 ::= 7 a' �I. ; Ir AI I I I ! r {/_ -1 .1� I i1 F ch in M g gi��a o ' o a l� � ( 1 r - s r ' 3,3 33 3 ;1x [ j 3 ` 3 1 3 a • • r - i w . _ m • a a s a "s x a s s a t g a g a o a i a E A Al1CNI(se,s 3►ECI,ito A■c.,ttcrs mom() •acwitttrt t,tCtfttO AtaC.nttC * NIGfi1 D w1M0lOA0 (PS in *160 l0a0 ( wtwp lOAO INs) .rio LoA0 MIA; e a i x N I s a g i t li : a§ x> I s a* i i w I g 8 z Pa IT g S >t A - ei g I x 9. J 3 •�+ o . I ,t i ' 1 - ET:: , , lit,' ■ a o . gig i. i " s�a st , 1 ,R 5( .�x'C � ■ J g I � � 0 4 mg 1 00/01!1996 12:56 9047560500 LORE L LTD PAGE 07 May -22 - 96 08:18A GLASS OF AMERICA 1 904 396 6006 P.07 1, £ CNR(CTt 2PECIn(O aIwO'IO•O ( UCwu1(CrS LN(CIn(o wlwoltojO(Pt / U;Nrt(C1 t S O (calf O *fI.0.1.OAO(•SC1 .. Y Y t t a i ii Z.. t g t t ti i t o VS IS 8 Y 2 i : illilir :f o= z c Si � ,O V - F '.. `Y L1 v 11 I Lr ... A 1 : ill I I i. 1 l Q C : 1 x , µ i tilk,,. . i !Ii,s e ' ,. ••••• V to M a t t s E g' i Y x t t t a i r Y t Sit g s IillIcwITICrt InCUIlo w+wbrloAO (P$') :Et s I is I I r 1 ;1 ;• °/ ■ re 9. \ 1 ,( Y g= 1$ gig 11 � I N �j � i' D S 1 (f) "a •• 71. - ; I ; . r 0 ; gfil 7 4 N a Y (( � T�Y 11 r; do J.1� il o afters' 1 ; o i I �o = a° 1 I s: s N 1 a s is s: t x o z Z SSE a§ r/ 1 4 l�w1T(CT'S S0( CICIEC wIMO•SOAQ I.3' a csIi(CT S Sa(C■CI(O 0 +ItiO`LOAO 1 ► s) ♦AC MI•(CT S SA(CIn(p w1M3lOA9.•Sry T( A l 8 a i ii1 a 8 8 1 i$ iii i Y K 1 11 i fill m 3. ... ' S S s W I lg e 1 tY .."; - 1 I': 1. - 1 , . ' . ; o j - A ' ; it 7 ; \ ; 3 °, z., , 3 3 3' '- :rd _j 12 _ • . i • ' � • o L z _ ` Q u y r C V ' ' ' I_ N i .. I - n O , , 1 , ; I - C .. I , Z m • i 00!01'1996 12:56 904 560500 LORE L LTD RAGE 00 1 9p4 396 6006 P•O May -Z2-96 08 °19A G1ASS OF AMERICA 6 •�Gw,Tf��� V[CI u. (►( {1 • RC wRtCr11S.fCtr:tQT'+Ir0•lO•D110(I, • •C x axa eg KITfCT'11 /(Uatp%r,m ° LOAD 1101,, 6 S �_ lg ixs s s i - u- , gyp N 1 11\8i 3 � = a ! 31 3 i i I I 1 -.! ' . 0 7,. , . 1 . 7 ... j 3 3. i _ , :, • • t. i . . .... , H ; n S i � - i v 1 l . 11 , . o . • : it : I. O ! 1 : i , . . '" 1 M 'g a Ss t i i i 1 gsgssi s,cs a "s r CI lin a �� $ } y asp . . 1 4 g ft • II , %.; ii ii • , � g ig i iil gR§ ii i if M 4 I ii n � � Nl LL " N 13 >° Q [!i Sir w 7 vw z i 131 E i 7 ti r a 3i 1 ft iri10 (WI ••C- �T(Cr� t [C ••Cwlt(CT'1IP1CL,f0 V1r0a0•D( _ f i •ACw1TtCT'11► O 1C101(0,r,.D:�.5( •S 1 - g = a = ; ~ • ...... r V t r yy + 1 X —� _— J �• Q C7 Adiii0 S 7, s I- . � C s N l' 1 • 00!01/1996 12:56 9047560500 LORE L LTD PAGE 09 May-22 -96 08 :20A G OF AMERICA 1 904 396 6006 P. APPROXIMATE CENTER DEFLECTION OF HEAT STRENGTHENED, AND TEMPERED FLOAT ANNEALED, WIND LOAD SPECIFIED BY ARCHITECT GLASS' AT L ( 4•SIDE SUPpORTj LEGEND TO ESTIMATE CENTER DEFLECTION (0) 0 - Center deflection FOR PPG MONOLITHIC FLOAT GLASS (INCHES). A a Long side (INCHES). -I r 0 = T x C ): Aspect Ratio 8 it Shor1 side (INCHES) T = Glass thickness (INCHES). STEPS EXAMPLE C = Constant (from chart). Aspect Ratio = 1 . Determine winC load (PSF) I, Wind [dad T 30 PSF. Long side (A) _ Short side (B) specified by architect, 2. Calculate short side thickness 2. Short side and thickness ratio' 8 - (10 x T) specified by architect: , a. Short side (8) - 60 INCHE: GLASS THICKNESS (T) b Thickness (T) = 1/4 INCH NomJhal Use For (use 0.22 — see Glass Inches Calculation Tnuckness chart). Therefore: �. . 1/8 0.12 8- (10xT)- 60 =(10 :40.22) -: 5/32 0.15 3116 p 18 3. Enter Constant (C) chart at • 3. Enter bottom of chart at short 1/4 0.22 short side thickness ratio z side thickness ratio = 27. 5/16 0,29 8- (10xT). 3/8 0.36 . ... 1!2 0.47 4. Enter than at wind toad (PSF) 4. Enter leh sloe of than at winC 518 0.59 specified by architect and load - 30 PSF. 3/4 0.72 intersect short side thickness ratio line 5. Determine Constant (C) et ''5. Constant (C) - 2.6 intersection. 10o s a a 10 15 20 is 30 40 as - - - -- - -- _ . . . .. 1an® ©�t��� (c; • � �o 100 6. Calculate aspect vatic: ' 6 Glass size specified by architf Long side (A) 4- Short side (8) a. Long side (A) a. 120'. c so ao i 11111111111111111111 so b. Short side (8) a 60' t0 11S11r1A,1111MMI t� so Therefore: i c �o c �11i„uuii„�■ ' eo 7 — A T 8 - 120'' - 60" Y.O. _ ,o 1111M1111111111% Estimate center 7. 0 4. T :r. C x Aspect Ratio deflection (0). D n 0.22 2.5 r 2 0 "�� 1.1 INCHES i s 111111111111i1111111 2 TO ESTIMATE LAMINATES ND TKYENDOW UNITS PPG W 10 1111111111111111 1 STEPS ADJUSTMENT TO M ONOLITH STEPS (A80 , p ICS � S 6 S 10 IS 20 2S 10 .o SO 1 1 Adjust wind load (PSF) specrtleC t Multiply wind load (PSF) by 0 SNORT SIDE TI' ICXNESS RATIO to - no.T) I Cy architect - _ _ _ 2 F steps above for mono - 'At any load level, the deflection of IithiC float glass using thickness ANNEALED, HEAT STRENGTHENED (T) of one light ,n unit l7i�,' / l yyb 11: 56 4 ; 56050iJ LORE L LTD PAGE 10 A f MAXIMUM AILOWA FIGURE F AREA F •- OR VERTICAL 40188 1101111011 iIi i k I IiIii :J - - ,, 8 S MA. 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