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Permits 1166 Main St (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: Work: I I God �-f A-i vJ S-17 . Typet•lEw Property Owner: Phone # '7 L4 L4 - cod 4-7 Contractor: Phone # Permit#: O 3 _ 2�� S� Date Issued: Building Inspections: Footing Slab 8 v c Tie Beam Lintel Nailing / Sheathing �6 Framing / Cover Up - p Insulation ro3 Final Building �-'D Tree Permit# �^ YES NO Electrical Permit# Date/ Copy to —� 03- L(r s 3 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 10 2 Released to JEA �- Mechanical Permit# '_ Inspections: Rough Final Plumbing Permit# p3-?U S 3 Inspections: Rough / Underslab `f xS-e Topout -24--O Water/Sewer Final '2 Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing I Sheathing Final Fire Inspection: Failed Inspections: Date Paid: bate Paid: PREPARED 7/25/03, 8:10:11• INSPECTION TICKET PAGE 9 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 7/25/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1166 MAIN ST SUBDIV: TENANT, NBR: NEW SFR 1484RAD 1934SCHG CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER BENNETT, KEVIN PHONE (904) 744-0747 PARCEL 171017-0010- - APPL NUMBER: 03-00026353 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERMIT: PLBG 00 PLUMBING PERMIT SUB: GLASS PLUMBING (904) 745-6302 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RE'SULTS/COMMENTS 42 01 7/24/03 LV ROUGH TIME: 08:00 7/24/03 DESS PLUMBING - TRAVIS - 591-4093 41 01 7/� 25103 LUNDERSLAB TIME: 08:00 ----------------------- ---- COMMENTS AND NOTES -------------------------------------- >IND 8/01/03, 7:21:49 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 8/01/03 ----------------------------------------------------------------------------------------------- ADDRESS . : 1166 MAIN ST SUBDIV: TENANT, NBR: NEW SFR 1484RAD 1934SCHG CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER BENNETT, KEVIN PHONE (904) 744-0747 PARCEL 171017-0010- - APPL NUMBER: 03-00026353 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESUWS/COMMENTS -------------------------------IF ----------------------------------------------------------- 11 02 8/01/03 LJH AB TIME: 08:00 ATION, KEVIN 744 0747 19 01 8/01/03 LJH UNDATION TIME: 08:00 t't -a3 -------------------------------------- COMMENTS AND NOTES -------------------------------------- Phone: 904.355.5300 PEST CCNTRQ TURNERGUard" Fax, L LLC 904.353.1488 2840 Haines Street ocksonville FL 32206 BUILDER: rn PERMIT NUMBER: LOT NO. y BLOCK SECTION SUBDIVISION ADDRESS j��l��IV dill TREATMENT AREA DATE I TIME CHEMICAL % GALLONS EMPLOYEE TREATED USED USED # PRE-TREAT SLAB i PORCH 1 ENTRY INT STRUCT t EXT BAND WASTE ARMS 1 DRIVE/WALKS FINAL PERIMETER GRADE CIRCLE ONE: COMMERCIAL TIAL TYPE OF SLAB: DIRT FILL MONOLITHIC SQUARE FOOTAGE LINEAR FOOTAGE % GALLONS USED FIRST FLOOR t LIVING AREA GARAGE PATIO}/PORCH!REAR FRONTENTRY TOTAL TREATED ` TECH newal due one j ear from,treatment date_ PREPARED 8/14/03, 8:06:04 INSPECTION TICKET PAGE 11 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 8/14/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1166 MAIN ST SUBDIV: TENANT, NBR: NEW SFR 1484RAD 1934SCHG CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER BENNETT, KEVIN PHONE (904) 744-0747 PARCEL 171017-0010- - APPL NUMBER: 03-00026353 SINGLE FAMILY RESIDENCE -------------------------------------------------------------------- --------------------------- PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------------------------------------- ------------------------------ 11 02 8/01/03 LJH BD SLAB TIME: 08:00 8/01/03 AP FOUNDATION, KEVIN 744 0747 19 01 8/01/03 LJH BD FOUNDATION TIME: 08:00 8/01/03 AP 17 01 8/14/03 LJH BD SHEATHING TIME: aS-" �3 VS. -cn/rL� NAIL OFF INSPECTION 744-0747 -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF 4&6x& BeacA-44 Office of Building Official REQUEST FOR INSPECTION Date ____. L1042-- 4 -0 -- Permit No, "'��-�°` ] Time A.M. Receive � � � F.M. `>-}t- Job Address/ f Locality Owner's / /./ �*-= --�f,~ � � Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring 0 Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place 11 Pre Fab READY FOR INSPECTION A.M. on.., Tues. Wed. Thurs. Friday-PM. r Inspection Made Inspector Final inspection �� Certificate of Occupancy❑ Date PREPARED 8/28/03, 8:57:43 INSPECTION TICKET PAGE 15 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 8/28/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1166 MAIN ST SUBDIV: TENANT, NBR: NEW SFR 1484RAD 1934SCHG CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER BENNETT, KEVIN PHONE (904) 744-0747 PARCEL 171017-0010- - APPL NUMBER: 03-00026353 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 11 02 8/01/03 LJH BD SLAB TIME: 08:00 8/01/03 AP FOUNDATION, KEVIN 744 0747 19 01 8/01/03 LJH BD FOUNDATION TIME: 08:00 8/01/03 AP 17 01 8/14/03 LJH BD SHEATHING TIME: 08:00 8/15/03 AP NAIL OFF INSPECTION 744-0747 13 01 8/26/03 LJH BD FRAMING TIME: 08:00 8/27/03 AP COVE± UP KEVIN BENNETT 744-0747 15 Ol 8/28/03 Li BD NSULATION TIME: 08:00 4-0747 KEVIN -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 8/25/03, 16:55:38 INSPECTION TICKET PAGE 5 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 8/26/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1166 MAIN ST SUBDIV: TENANT, NBR: NEW SFR 1484RAD 1934SCHG CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER BENNETT, KEVIN PHONE (904) 744-0747 PARCEL 171017-0010- - APPL NUMBER: 03-00026353 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 11 02 8/01/03 LJH BD SLAB TIME: 08:00 8/01/03 AP FOUNDATION, KEVIN 744 0747 19 01 8/01/03 LJH JBDUNDATION TIME: 08:00 8/01/03 AP 17 O1 8/14/03 LJH EATHING TIME: 08:00 8/15/03 AP OFF INSPECTION 744-0747 13 01 26/03 Lt#� AMING TIME: 08:00 `� � UP KEVIN BENNETT 744-0747 PERMIT: ELEC 00 ELECTRICAL PE SUB: SCHUMAN ELECTRIC INC. (904) 737-4040 REQUESTED INSPPTION TYP/SQ COMPLETED RESULT -----------------------------, --------------------------22 Ol �,(�6/03 LJHGH TIME: 08:00 ---------------------- ---`----------------------------------------------- ------------------ PERMIT: MECH 00 MECHANICAL PERMIT SUB: AIR FLOW DESIGNS, INC. REQUESTED INSP DESCR PTION TYP/SQ COMPLETED RESULT RESU S/COMMENTS ------------------------------------ ----------------------------------------------------------- 32 01 8/266003 LJIi ME OUGH TIME: 08:00 ------------------------------------------------------------------------------------------------ PERMIT: PLBG 00 PLUMBING PERMIT SUB: GLASS PLUMBING (904)745-6302 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 42 01 7/24/03 LJH PL ROUGH TIME: 08:00 7/24/03 DP GLESS PLUMBING - TRAVIS - 591-4093 yp EAD ON DRAIN LINE HAS NO/LITTLE WATER. FILL TO TOP. LE SLEEVE WATER SUPPLY LINE PASSING THRU/UNDER SLAB. 41 Ol 7/25/03 LJHRSLAB TIME: 08:00 7/25/03 AP 43 01 8/26/03 LJHOUT TIME: 08:00 -------------------------------------- COMMENTS AND NOTES ---------------- ---------------------- PREPARED 7/23/03, 17:29:50 INSPECTION TICKET PAGE 10 CITY OF ®ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 7/24/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1166 MAIN ST SUBDIV: TENANT, NBR: NEW SFR 1484RAD 1934SCHG CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER BENNETT, KEVIN PHONE (904) 744-0747 PARCEL 171017-0010- APPL NUMBER: 03-00026353 SINGLE FAMILY RESIDENCE ----------------------------------------------------------------------- --- -- - -------------- PERMIT: PLBG 00 PLUMBING PERMIT SUB: GLASS PLUMBING (904) 745-6302 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 42 01 7/24/03 LJH PL ROUGH TIME: 08:00 GLESS PLUMBING - TRAVIS - 591-4093 -------------------------------------- COMMENTS AND NOTES -------------------------------------- 4, -1"1-JE OY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6 The higher the score,the more efficient the home. KEVIN BENNETT. , , , 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-fancily Single family _ a, Central Unit Cap:29.2 kBtuthr _ 3. Number of units,if multi-family 1 _ SEER:10.00 4. Number of Bedrooms 4 _ b.N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area(W) 1484 R2 c. N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 W _ 13. Heating systems b. Clear-double pane 157.0 ft2 _ a. Electric Heat Pump Cap:29.0 kBtu/hr _ c. 'iimJotber SCISHGC-single pane 0.0 ft= _ HSPF:7.20 _ d. Tint/other SC/S1-IGC-double pane 0.0 ft2 b.N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 197.0(p)ft _ c. N/A b.NIA c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1023.0 f12 _ EF:0.86 _ b. Frame,Wood,Adjacent R-11.0,358.0 fie _ b.N/A i c. N'A _ J.NIA _ a Conservation credits ^_ e. N,A (HR-Heat recovery,Solar 10. Ceiling types _ D1IP-Dedicated heat pump) a. Under Attic R=30.0,1505.0 f' _ 15. HVAC credits _ b. Under Attic R=19.0, 122.0 ffl _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11, Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A M7-C-Multizone cooling, MZ-H-Multizone heating) I cerliPy that this Koine has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) 0�-THE STA in this home before final inspection. Otherwise, a new EPL Display Card will be completely based on installed Code compliant features. Builder Signature:? Date: ti Address of New Home: yV1,Qt,1. S-r- City/FL Zip: ,4TLRy,1T?'C ,�` r�ooDWE 153J-6 -2 o' *NUTii: The home's eslimaled energy pe?forrnonce score is only available through the FLA/RES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater(or 86 fora US EPAIDOE EnergyStdfr designation), your hone may qualify fur energy efficiency mortgage (EErt11)incentives if you obtain a Florida Energy Gauge Rating. Conlacl the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For inform ation.about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge®(Version:FLRCNA-200) d FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1484.0 33.05 8829.6 Double,Clear NE 1.0 7.0 20.0 28.72 0.98 565.7 Double,Clear E 1.0 7.0 5.0 40.22 0.98 197.5 Double,Clear S 1.0 7.0 5.0 34.50 0.97 166.8 Double,Clear sW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear sW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SW 1.0 5.0 15.0 38.46 0.96 555.5 Double,Clear SE 1.0 4.0 6.0 40.86 0.88 216.6 Double,Clear SE 1.0 7.0 15.0 40.86 0.98 501.2 Double,Clear NW 1.0 3.0 5.0 25.46 0.87 111.3 Double,Clear NW 1.0 6.0 20.0 25.46 0.97 496.1 Double,Clear NW 6.0 7.0 36.0 25.46 0.66 608.5 As-Built Total: 157.0 4630.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 358.0 0.7 250.6 Frame,Wood,Exterior 11.0 1023.0 1.70 1739.1 Exterior 1023.0 1.70 1739.1 Frame,Wood,Adjacent 11.0 358.0 0.70 250.6 Base Total: 1381.0 1989.7 As-Built Total: 1381.0 1989.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 165.2 As-Built Total: 38.0 125.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1488.0 0.60 892.8 Under Attic 30.0 1505.0 0.60 903.0 Under Attic 19.0 122.0 1.10 134.2 Base Total: 1488.0 892.8 As-Built Total: 1627.0 1037.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 197.0(p) -37.0 -7289.0 Slab-On-Grade Edge Insulation 0.0 197.0(p) -41.20 -8116.4 Raised 0.0 0.00 0.0 Base Total: -7289.0 As-Built Total: -8116.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 1484.0 10.21 15151.6 1484.0 10.21 15151.6 EnergyGaugeG DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT#: ADDRESS: , , , BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1484.0 9.76 2608.4 Double,Clear NE 1.0 7.0 20.0 13.40 1.00 267.8 Double,Clear E 1.0 7.0 5.0 9.09 1.01 46.0 Double,Clear S 1.0 7.0 5.0 4.03 1.01 20.3 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SE 1.0 4.0 6.0 5.33 1.10 35.1 Double,Clear SE 1.0 7.0 15.0 5.33 1.03 82.0 Double,Clear NW 1.0 3.0 5.0 14.03 1.01 70.6 Double,Clear NW 1.0 6.0 20.0 14.03 1.00 280.6 Double,Clear NW 6.0 7.0 36.0 14.03 1.02 516.4 As-Built Total: 157.0 1648.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 358.0 3.6 1288.8 Frame,Wood,Exterior 11.0 1023.0 3.70 3785.1 Exterior 1023.0 3.70 3785.1 Frame,Wood,Adjacent 11.0 358.0 3.60 1288.8 Base Total: 1381.0 5073.9 As-Built Total: 1381.0 5073.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0 Base Total: 38.0 453.0 As-Built Total: 38.0 375.0 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1488.0 1.20 1785.6 Under Attic 30.0 1505.0 1.20 1806.0 Under Attic 19.0 122.0 2.00 244.0 Base Total: 1488.0 1785.6 As-Built Total: 1627.0 2050.0 FLOOR TYPES Area X BWPM = Paints Type R-Value Area X WPM = Points Slab 197.0(p) 8.9 1753.3 Slab On-Grade Edge Insulation 0.0 197.0(p) 18.80 3703.6 Raised 0.0 0.00 0.0 Base Total: 1753.3 As-Built Total: 3703.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1484.0 -0.59 -875.6 1484.0 -0.59 -875.6 EnergyGauge®DCA Form 60OA-97 EnergyGaugeWFIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 50.0 0.86 4 1.00 2809.86 1.00 11239.4 As-Built Total: 11239A CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water - Total Points Points Points Points Points Points Points Points 7053.1 5766.5 10984.0 23803.5 5294.9 6034.5 11239.4 22568.9 PASS zt ��0�SHE 5rg1FO�� WF EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 RIGHT-J LOAD AND EQUIPMENT SUMMARY Filename: Base.bld 12/1/00 For: QUALITY REMODELING AND FRAMING (KEVIN BENNETT) By: AIR FLOW DESIGNS 5615 ST.AUGUSTINE RD. JACKSONVILLE FL 32207 (904) 398-0831 Job# Wthr Jacksonville_AP FL Zone Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 Deg F Outside db: 97 Deg F Inside db: 72 Deg F Inside db: 78 Deg F Design TD: 40 Deg F Design TD: 19 Deg F Daily Range M Rel.Hum. : 55 % Grains Water 37 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg.Heat Loss 31482 Btuh Structure 17 667 Btuh Ventilation Air 262 CFM Ventilation 2278 Btuh Vent Air Loss 11528 Btuh Design Temp. Swing 3.0 Deg F Design Heat Load 43010 Btuh Use Mfg.Data n Rate/Swing Mult. 1.00 INI II TRATION Total Sens Equip Load 19946 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 1 Internal Gains 1265 Btuh Ventilation 2742 Btuh HEATING COOLING Infiltration 2744 Btuh Area(sq.ft.) 1484 1484 Tot Latent Equip Load 6751 Btuh Volume(cu.ft.) 13059 13059 Air Changes/Hour 1.2 0.5 Total Equip Load 26697 Btuh Equivalent CFM 262 109 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make CARRIER Make CARRIER Model FA4ANF030 Model 38YCCO30 Type HEAT PUMP Type SPLIT DESIGNS Efficiency/HSPF 7.20 COP/EER/SEER 10.00 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 29000 Btuh Latent Cooling 0 Btuh Heating Temp Rise 26 Deg F Total Cooling 28200 Btuh Actual Heating Fan 1000 CFM Actual Cooling Fan 1000 CFM Htg Air Flow Factor 0.032 CFM/Btuh Clg Air Flow Factor 0.057 CFM/Btuh Space Thermostat Load Sens Heat Ratio 82 MANUAL J:7th Ed. RIGHT-J:VI 3.0.11 S/N 11766 Printout certified by ACCA to meet all requirements of Manual Form J Base Job# Zone: Entire House 12/1/00 ,\IANUAL J.7th Ed. RIGHT-J: 3.0.11- SIN 11786 1 Name of Room EntireHouse MBR MBTH WIC Running Ft.Exposed W all 1 18.0 Ft. 43.(3 Ft. 8.0 Ft. 5.0 Ft. 3 Room Dimensions,Ft. 0.0 t. 0.0 x 0.0 Ft, 0.0 x O.0 Ft. 0.0 x 0.0 Ft. 4 Ceiings,Ft Condit.Option 8.8 heat/cool d 10.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh .Area Btuh Arra Btuh EXPOSURE NO. Htg I Clg Length Htg Clg Length H% Clg Length 14 Cls Length Htg Clg 5 Gross a 12C 3.6 2.0 1280 •**w wrrw 260 **'"* w«wW 64 wrwr wrww 90 waW rwrr Exposed b 14B 5.8 2.2 0 wwrw w«rW 0 Www+ +www O wwrr Wrww O r«++ ++rr Walls and c 12H 2.4 1.4 0 «*rr r«rr O wr«r r«rr O rrrr rrrr 0 r«+W rrrr Partitions Id 13C 1.4 1.3 350 •*'* www* 170 '*"* *"** O "*** '*** 0 e 13H 1.1 0.8 0 **'" ***" 0 +WrW rrrr O rrrw W++r 0 rr►W Wrrr f 0.0 0.0 0 rrrr rrrr O rrrr Wr+r D wwwW Wrrr 0 Wrr+ Wrr+ 6 Windows and a 11 38.2 '* 121 4627 **rr 20 765 *"* 6 229 **** 0 0 +••' Glass Doors b 8F 36.2 ** 36 1377 ***" 0 0 "*** 0 0 www" 0 0 +'"* Heating c 9H 22.0 '" 0 0 **** 0 0 *'w* 0 0 `**' 0 0 d 7L 26.0 *• 0 0 ***" 0 0 --- 0 0 ***' 0 0 •*"* e 0.0 ** 0 O ***• 0 0 *"• 0 0 "'*' 0 0 ••** f 0.0 ** 0 0 **** 0 0 *•*• 0 0 *+** 0 0 "**+ 7 Windows and North 16.0 5 **** 80 0 *"** 0 0 *Www 0 0 ***• 0 Glass Doors NE/NW 33.0 41 **** 1353 20 **"* 660 6 *•`* 198 0 wr** 0 Cooling E(W 46.0 5 **w* 230 0 *"** 0 U **** 0 0 **** 0 SE/SW 40.0 106 **** 4240 0 **** 0 0 *•** 0 0 *•*w 0 South 0.0 0 *"** 0 0 "r** 0 0 *""' 0 0 "*`w 0 Hort 0.0 0 rwww 0 0 «rrr O 0 rrrw O 0 rrrw 0 8 Other doors a 11E 7.6 4.3 20 152 86 0 0 0 0 0 0 0 D 0 b 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 0 0 0 U Net a 12C 3.6 2.0 1103 3971 2244 240 864 488 58 209 118 40 144 81 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 350 473 441 170 230 214 0 0 0 0 0 0 e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.3 1.4 1396 1843 1981 168 222 238 64 84 91 40 53 57 b 16D 2.1 2.3 122 259 278 22 47 50 0 0 0 0 0 0 C 0.0 0.0 D 0 0 0 0 0 0 U 0 0 0 0 11 Floors a 22A 32.4 0.0 176 5767 0 43 1393 0 8 259 0 5 162 0 b 20G 2.8 1.1 0 D 0 0 0 0 0 O 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 177 11515 2279 20 1301 258 6 390 77 0 0 0 13 Subtot Bruh Loss-6+8..+11+12 **w* 29983 rwrr r«rr 4821 ***r rwrr 1172 *"rr rwrr 359 rwrr 14 Duct Btuh Loss 5°/ 1499 "*** 5°/ 241 ***" 5% 59 *"** 51% 18 ***" 15 Total Btuh Loss=13+14 ***r 31482 wwr+ r«rr 5062 **** **** 1231 rrwr rwWW 377 rrrr 16 Int Gains: People @ 300 6 "*w* 1650 2 **** 600 0 **** 0 0 **** 0 Appl. @ 1200 1 **** 1200 O *'** O O **** O O w'** O 17 Subtot RSH Gain=7+8..+12+16 ***" **"* 16061 **** ***' 2508 *www rwrw 484 wrrr rwrr 138 18 Duct BtuhGain 10% **`* 1606 10% **** 251 101/. **** 48 10% •**" 14 19 Total RSH Gain=(17+18)*PLF 1.00 **** 17667 1.00 **** 2759 1.00 **** 532 1.00 ** " 152 20 CFM Air Required *"*" 1000 1000 *** 161 156 '*** 39 30 *'** 12 9 Printout certified by ACCA to meet all requirements of Manual J Form Base Job# Zone: Entire House 12/1/00 MANUAL J:7th Ed. RIGHT-J: 3.0.11- SIN 11786 I Name of Room BTH2 NOOK / KIT DIN ZRunningFt.ExposedWall 0.0 Vt. 10.0 Ft. 26.0 Ft. Ft. 3 Room Dimensions,Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. x Ft. 4 Ceiings,Ft Condit.Option 8.0 heat/cool 10.0 heat/cool 10.0 heat/cool TYPE OF CSTHTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Cig Length Mg Clg Length Htg Clg Length Htg Clg 5 Gross a 12C 3.6 2.0 48 *www wtwr 100 *"rw trwt 100 rrrw rww+ rwrt q+r Exposed b 14B 5.8 2.2 U +rww rtwww p r+rr w+r« p trrt rt+tr aww rwtt Walls and c 12H 2.4 1.4 0 w*** **** p «rtrt +rrr p w+ww srtr+ rsw rt+rtr Partitions d 13C 1.4 1.3 0 +r*" «rt"" 0 """" ""*• 180 *rrr «rttw rrrtr +w+« e 13H 1.1 0.6 0 '**" "*** 0 wrrr +r+r p erw+ wrr+ rrrr srwrt f 0.0 0.0 0 wwrt r+rt 0 «rrr rrr+ p +rrr rrsw +rrr «rtr 6 Windows and a 1I 38.2 "* 5 191 **"* 20 765 •"** 0 0 **** •*** Glass Doors b 8F 36.2 *` 0 0 **** 0 0 **" 36 1377 ►w*« w+Vr Heating a 9H 22.0 •* 0 0 """" 0 0 *"** 0 0 *"•* rwrtr d 71, 26.0 '* 0 0 "*' 0 0 ***' 0 0 e 0.0 tr 0 0 wtr« 0 p rr+t p p rr►r ss+r f 0.0 tw 0 p wrrr p 0 r«rtr p p «rrr srrw 7 Windows and North 16.0 0 *'*" 0 0 ""*" 0 0 *""' 0 **"* Glass Doors NE/NW 33.0 0 **** 0 0 ""** 0 0 "**` 0 "•" Cooling E(W 46.0 0 "*"* 0 0 "•** 0 0 r«w+ p +www SE/SW 90.0 5 *"*w 200 20 "**• 800 36 '*** 1440 **"* South 0.0 0 **** 0 0 ""*• 0 0 ***" 0 **** Horz 0.0 0 **** 0 0 "*'* 0 0 *w" 0 "*`* 8 Other doors a 11E 7.6 4.3 0 0 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 43 155 87 80 288 163 64 230 130 Exposed b 14B 5.6 2.2 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 0 0 0 0 0 0 180 243 227 e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.3 1.4 48 63 68 160 211 227 144 190 204 b 16D 2.1 2.3 0 0 0 22 47 50 28 59 64 c 0.0 0.0 0 0 0 0 U 0 U 0 0 11 Floors a 22A 32.4 0.0 6 194 0 10 324 0 28 907 0 b 20G 2.8 1.1 0 0 00 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 5 325 64 20 1301 258 36 2342 464 13 Subtot Btuh Loss=6+8.+11+12 ""w* 929 *wrr t+«r 2936 •*** ""`* 5349 *•"" rttr srwr 14 Duct Btuh Loss 5°/ 46 *""* 5% 147 **"` 5°/ 267 "*** r/ rw+w 15 Total Btuh Loss=13+14 **** 975 tr+r rwa 3083 +rrw rtrrr 5616 16 Int Gains: People Cal 300 0 **** 0 0 ***w 0 0 *"** 0 **** Appl. Q 1200 0 **** 0 1 "*"* 1200 0 ***" 0 17 Subtot RSH Gain=7+8..+12+16 wtww «wrw 920 ttwr rrat 2697 rwr+ rtwwt 2.529 rsrr rrtrtw 18 Duct Btuh Gain 10% **** 42 10°/ rrtr 270 10% *"** 253 19 Total RSH Gain=(17+18)*PLF 1.00 **** 462 1.00 "*•" 2967 1.00 *"** 2782 ***" 20 CFM Air Required *'•* 31 26 "*** 98 168 '•*` 178 157 *•** Printout certified by ACCA to meet all requirements of Manual J Form w MAP SHOWING BOUNDARY & TREE SURVEY OF LOT 2 BLOCK 200 ACCORDING TO THE PLAT OF SECTION "'W" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. KEVIN BENNETT. CERTIFIED TO: O N II LOT 1 BLOCK 201 I LOT 1, 00 BLOCK00 1 (R)0,?. 102.00' (M) I 6" 112-RE-BAR 2" CHINESE ASSOC.SUR TREE® g" ®TALLO L,8.5488 C41NESE — _ TALLO 1/2REBAR ctp. 0 ASSOC.SUR. Ir 5" 1 L.B.,5488 ��. CHINESE TALLO 96 N 2., WII�Ow® V A C A N T 2" TRETE® 0 24" LUT h 0 @TREE CHINESE LOT 2, BLOCK 200 \ �� O O 8" TREE 10" TALLO 3" m O o CHINESE 0 CHINESE® ®CHINESE TALLO g Q N TALLO 0 TALLO B g" 2" ® " ®" CHINESE TALLO 0 DOGS ® k ® 3 4 O TREE OAK TREE TALLO 8" WOOD DOG y J OAK WOO ,y1 1o" 1p. 1$ .3" OAK 2- 0 0 Ir 9O TREE® ® TREE 16" Q�� r — — —Q PALM 1/2"REBAR 1/2 REBA0 R I 2" ASSOC.SUR. p ASSOC.SUR. 2" TREE® 09. t 4" L B.5488 0 N l..B.5488 0 ® 3" TREE OAK PALM 14" TREE 102.00' (Al) U PINE 102 00' (R) � .. i LOT 3, BLOCK 200 0 E$r *PLAZA S REBAR I/ ASSOC.SUR. (50' RIGHT-OF—WAY) L.B.5488 ,NOT PHYSICALLY OPEN 25't OIpEN DITCH J V E Y O S GENERAL NOTES, 1. ANGLES ARE SHOWN FOR THIS SURVEY. 2 THE PROPERTY THUS SHOWN DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO 0001 LIES WITHIN FLOOD ZDATED 04-1ONE X 7-1909. ASSOCIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, W LAND A ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 4.JURISDICTIONAL AND ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT r 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. d S JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC 1 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, J4 CERTIFlCATE OF AUTHORIZATION NO. LB 0005488 TITLE, COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. S g y THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL. 6.UNLESS OTHERWISE STAVED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEaENDIAMMMIATIONS DIRECT SUPERVISION AND MEETS THE MIINIMIUM TECHNICAL 0 SET IRON PIPE OR REBAR P.C.—POINT OF CURVE COPD - COVERED STANDARDS FOR LAND SU EYING PURSUA 'T TO C °,PTER "ASSOC.SURVEY" OR L.B.3488 P.T. -POINT OF TANGENCY E.B.-ELECTRIC BOX 61G17— FLORIDA ADMINI N , C PTER 2, F.S. • FOUND IRON PIN OR PIPE (IP) P.R.C. - POINT OF REVERSE CURVE ■ FOUND CONCRETE MONUMENT (C.M.) P.C.C. - POINT OF COMPOUND CURVE BY: " XCROSS CUT OR DRILL HOLE C/L - CENTER UNE R/W- RIGH( OF WAY CHAR S HATCHE FLORIDA CERTIFI I t N0. 377 N (R) -RECORD (M) - MEASURED CONC. — CONCRETE B.T.— BUILDING 'AE R. -RADIUS L. - ARC LENGTH A C —AIR CONMIONER (E.T.) - EAVE TIE CHARLES L. STARLING 7FLORIDA CERTIFICATE NO. 4579 O.R.B.-OFFICIAL RECORD BOOK -WATER METER %4a,- UTLW POLE RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 O.R.V. -OFFICIAL RECORD VOLUME P.EQ. -POOL EQUIPMENT --w- GUY ANCHOR P.R.M.-PERMIMENT REFERENCE MONUMENT —O.U.—-OVER HEAD UTILITIES CH - CHM JOB NO. 337208 DATE 12-27-2002 B.R.L. -BUILDING RESTRICTION LINE X—X CHAIN LINK FENCE M. -BETWEEN SCALE: 1" = 20' DRAFTER 9..C.1lId' - E.T. ELECTRIC TRANSFORMER & PAD W—W WIRE FENCE 0-0 WOOD FENCE J.E.A. =JAGKSOlM1II lE ELECTRIC AUTNORIIY C de R - COVENANTS do RESTRICTIONS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL. OF A FLORIDA LICENSED SURVEYOR AND MAPPER CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 CERTIFICATE OF OCCUPANCY P E R M A N E N T Issue Date . . . . . . 10/22/03 Parcel Number . . . . . 171017-0010- - Property Address . . . 1166 MAIN ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . BENNETT, KEVIN Contractor . . . . . . KEVIN W. BENNETT 904 744-0747 Application number 03-00026353 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . c.- Suilding Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 2<-D l 673 Contractor Name: Permit #: r Property Address: Legal Description: ' '` CA- Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works 0 — Planning Dept. Building Dept. (`�-- Final Survey with FFE Yes ❑ No All Re-Inspect Fees Paid Yes ❑ No S JT ¢1 1 ' CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: (�n 7-- T -SIE Type of Development: A Flood Zone: x. Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: 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. Applicant's Signature: Date: 5—Z7—<17�!> Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department kepresentative Revised 1/17/03 10/20/2003 15:51 9042466495 OMALLEY PAGE 02 OCT-20-03 MON 04:30 PM FAX NO. P. 02 MAP SHOWING BOUNDARY SURVEY OF � p� LIO.T+� 2 BLOCK 200 ACCORDING TO THE PLAT OF 3Fc U Uom "N" 'ATLAMM ACH AS RECORDED IN PLAT BOOK 10 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTTFILD TO; JAIm $, antm S cmIM CLYM STYWART TETLR OF JACKSONVILT.E. TNC-, WATSON 6 OSBORNE TLTT,P, SERVICES, 1140. AND COUNTRYWIDE 110HE LOANS, INC. fl LOS" 1 LOT 1, BLOCK 200 BLOCK zrn 10,8 00' (R) I 88 W. C.6' 0.5' t/��E7PAR A SUR * 20 a GvC bj La,J�ed joCf m 29.T Cp►Id 23,7' ........ d CAYC• n �I 1-s"r FRAME t L177VdYA RESIDENCE �gg 14 m $ m A 16bS •a + 9$ `W N TTAVSN RLOdP- (9.12) ,Ty '�4� I CJ h GOVT) 1.0. N F- 5' ow. G �D a t.b - XL LI c� SSOGSTIR. ev L@14dd I 102.00'(m) 102.DD (R) N� I LOT 3, BLOCK 20o I WFsT AA,1ZA A5/.as-we (50' RICHT-Of--WAY) NO7 PHY5YC4[L Y 0,-EN 23"�t GWFN O1TCN Y N O fid` 1.ANMES ARE SIID1R1 FOR TINS RKYAL 5t0Tfd/� h 2,STRUCTURE ND. 9/10VR1 HEREON UES WIN Fl OOO ZONE--X—AS pESt �+ 01mram FROU f.L. &FLOOD YAPS PANEL NOS DAICDO$-1..�2 u SSOCIATED SURVEYORS INC. 3.M IS A SURFACE SURVEY ONLY.THE DMNT W UNDERGROUND FOOTINGS, m LAND R cNeIN[ERIN9 SURVEYS ('IDES 4UMIF ANY NOT DE'IEOWD. r 3546 BLANOINO BGULCVARD 4. �ilRp hgl A .�QR QIYFONMENTALLY SENSITIVE AREAS IF ANY. NOT ,t JACKWNVILLE, FLORIDA 52110 5.1M SURVEY OASlD ON LEGAL OESCRIPTIDNO FURNISHED,THE PUSUC A 904-•711-6455 RECORDS 1VERC NOT UARCHED SY 1HIS SURVEYOR FOR EASEMEMM oCOVENANTS.RL8/RI611M CL05URES,TAm5 OR OIIpIRANCES,ETC, O SS J V CFjFTrFli ATT OF'MORI?AVM NO, L8 W05455 'MERE COULD K OTHER MATTERS Or NECORD PAT AFFECT TMS PARCEL S.UNLESS 01M01101K STATED ALL IRON PIPES FOUND HAVE NO IOENMCATION. I HEREBY CERT*-f Tljii-jp k;tY''WAS DONE UNDER MY oA�wA DIRlCT SUPERVISION MEET: n tE'MINIMUM CH N14AL O 9L� Iltox PIPE DR RWM PA.. COV11 STANDAR FOR UW D NG P NT T CHAPTER "ASSbC f OR L, 5155 P,T.=P�Ir C �! EIF 51617- FLORIDA AD N', R . N CODE, 472, F.S. FCIIND FON•PIN OR PIPS OP P.R.C.-PO DR CgUR�yK� ■ FDUN9 CONCRLT!""awl(C Yl P C 'CEN1lR -BCM BYt �t CADSS OUT b L HOLE C R V OF MAT C MATCHER CE CA .Ym tR ,3 �, R,�ius �. ARo�L N�cT�'i A c ,AF o�NFN (i.T.) EAS nye CHAR ZS L STARLING FLORIDA of IFICAT'E NO.4519 O.R,R.:04 IAL R ®NATER METER .0,. 11Y POLI auYMDND J. 6CHAEFER iLOR10q CER11FICATE N0.6133 vRW.-O"OK RE P.W .a„E' RT,R ,' ;A ChWQ JOB N0. ON :3 42 GATE 10-16-2003 BAAd _� RIem*w -XI—Ux om 0 1VC1 BTN.*DBETWEEN SCALE: 1" DRAF FTM, FIT.EI. _J+CNSDISR.IE Dn�NA110RIY C k R E NANtS ACTAS, NOT VALID WITHOUT THE SIGNATURE AHD 1HE ORIGINAL USM ,F'AI nF A Fr narnA i IrMCM cy .�.�• "".n �.. HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 Oct 20 2003 3:56pm Last Transaction Date Time Twe Identification Duration Pages Result Oct 20 3:55pm Received 9042466495 0:57 2 OK CITY OF ATLANTIC BEACH —f J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026353 Date 8/25/03 Property Address . . . . . . 1166 MAIN ST Tenant nbr, name . . . . . . NEW SFR 1484RAD 1934SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor ---- ------------- ------- ---- -------------------- BENNETT, KEVIN KEVIN W. BENNETT 4429 JIGGERMAST AVE 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 JACKSONVILLE FL 32277 (904) 744-0747 (904) 744-0747 -------- ------------------- ------------ -------------------------- --- -------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . AIR FLOW DESIGNS, INC . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------- ------------------------------------------------------------ Special Notes and Comments NEW SERVICE, 150AMPS, lH, 4W, 240VOLT Fee summary Charged Paid Credited Due ------------ ----- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 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 WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Z-0 35 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to com tete all items in sections I, II, III, and IV. I. Street Address: 11 (a.2 mzk'n LOCATION OF Intersecting Streets: Betwee And BUILDING Sub-division C,.jt'' U. INDENTIFICATION—To be completed by all applicants. 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. Name of Mechanical Contractors Contractor Print �� Master Name of Property Owner Nocj& 4mo [r Signature of Owner I J I Signature of Or Authorized Agent Architect or Engineer M. GENERAL INFORMATION A. T of heating fuel: B. Electric IS OTHER CONSTRUCTION BEING DONE ON THIS O Gas: _LP Natural _Central Utility BUILDING OR SITE? 1e-�i ❑ Oil Cl Other—Specify IF YES,GIVE NUMB. C STR N PERMIT353 IV. MECHANICAL EQUIPMENT TO BENATURE OF WORK J2'" Residential or Commercial INSTALLED complete list of components on k of this form J2"- New Building Provide com P P ) O Existing Building Heat _Space _Recessed _-'Central _�oor O Replacement of existing system ❑ Air Conditioning: Room Central �/New New (No system previously installed) Td Duct System: Material Thickness O Extension or add-on to existing system Maximum capacity cfm Other- Specify O Refrigeration - O 0 Cooling tower. Capacity Spm ❑ Fire sprinklers'. Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) ❑ Gasoline pumps (Number) (Received) 0 Tanks (Number) Remarks O LPG containers (Number) O Unfired pressure vessel ❑ oil ersPermit Approved by Date �Ja' (��Other—Specify f r rfu/`l.f. Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency 1 LY- d YCC03 c) �ri`r a'S 1tai HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving (BTID Agency 5re TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Ntanutacturer No. Agency J � ys1 CITY OF ATLANTIC BEACH y r JIT BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: Job Address: ��/Z/J,gT/C_) % A 77 1 ,�TZC' 'AC.4(. X—L 32`Z3: Owner of Property: ZIL) rA-) & Address: 447°I 9A 3Z77-)[Z_, 3ZZT7 Telephone: 16 9-7 Y-1-67Y-7 Legal Description: Block Number: '2.C� �.. Lot Number: Z Zoning District:A t_JN(?-1't State License Number: C (7S$�6cd tA Contractor: (FOLN-) (A), Y.�7 Contractor's Address: qlfz41 Fax: ��y V– O"7 CFS Telephone: c�CC _ 3-3-3- 453 Describe proposed use and work to be done: /'QefC4 dZMl: Present use of land or building(s): (1-6T" Valuation of proposed construction: /7-(o /C Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑>O. Applicant certifies that no change in site grade or fill material will be used on this project. DYES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. AYES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by oe Tree Conservation Board,which meets two times each month. r lAtAL 7-4(VE Kr,-cvrumn 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 WATER IMPACT FEE WORKSHEET ADDRESS: DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers,residential 2 Bathroom group consisting of water closet,lavatory, Bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 - Drinking fountai cem er 'lz Floor drains 2 Hose bib 1 Kitchen sink,domestic 2 Kitchen sink,domestic with food waste grinder and/or t dishwasher 2 Laundry tray(1 or 2 compartments) 2 Lavatory 1 Shower compartment domestic 2 Sink ( 2 Urinal 4 Urinal, l gallon per flush or less 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 Water closet,private installation 4 Water closet,public installation 6 TOTAL NUMBER OF UNITS= MULTIPLIED X 20 TOTAL$ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J hwr ATLANTIC BEACH,FLORIDA 32233-5445 .:► TELEPHONE:(904)247-5800 FAX:(904)247-5805 - SUNCOM:852-5800 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application # ((03- �6 35`3 Applicant: CV Address: 1 6 Project: NC W o Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed Date Contractor Notified Date 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 information pro 'ded with this application is correct. Signature of owner: I Date: 1 hereby certify that 1.have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of ature of Contractor: ��_-�-- Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: 167A 1=1U I/U , I E NJ Mailing Address: -:T�.T2 (/ATFA(BIZ —_Tq?( ig— 32Z-7-7 Telephone: aU Y2"-rA71- Fax: E-Mail: 'A")V 3 3-3-q 535 Qt� AS TO OWNER: Sworn to and subscribed before me this 10 day of 2003.. State of Florida,Count of Du County O�S SHE(P,.��i�i�� • *4kSS10pF•.• Notary's Signature: *s ,.... 'lop t*s ❑ Personally known y: #DD 031548 a Produced identification oA �� • y'•?�, e dd,N .-1 -o�A Type of identification produced I nt V e-t l , C_ AS TO CONTRACTOR: �i�� x/11ST Nit' Sworn to and subscribed before me this day of VK` , 20 State of Florida,County of Duval Sk18-,--,,.:N*ry's Signature: Tersonally known '> �#DD 0315548aa � Yopduced identificatio nyQOndEd ka�� a of identification produced 8�0a l�ioad •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 Map Output Page 1 of 1 JAXGIS Property Information .1302 1276 1354 1265 1236 1232 17101-10010 i Copyrip h 02 C Ry of,J=Inonviliq.FI I Total E200 f ap Flood E# Name Address Value Acresok net Legal Descriptions one ndUse oning NT 18-34 38-2S-29E 171017001 BENNETT 14400 .14 5661 EC H ATLANTIC BEACH NO KEVIN 2233 LOT 2 BLK 200 http://maps.coj.net/website/DuvalMaps/toolbar.asp 6/20/2003 MAP SHOWING BOUNDARY & TREE SURVEY OF LOT 2 BLOCK 200 ACCORDING TO THE PLAT OF SECTEON1 ""'H1" ATLANTM BEACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. KEVIN BENNETT. CERTIFIED TO: Q N II LOT 1 LOT 1, BLOCK 200 BLOCK 201 10W.,00' (R) 102.00' (M) I6" 112"REBAR 2» CHINESE g" ®HALLO ASSOC.SUR. TREE® L.B.5488 CRINESE TALLO 1/2REBAR ASSOC.SUR. 5 L.8..5488 dul. CHINESE TALLO 90 0 3" V A C A N T N \ 2" ® WILLOW® L O T Y � 2" TREE CHINESE 2, BLOCK 200, x. �� WTREE 0 Q a 8" TREE 10" HALLO 0 CHINESE 4 m O�y CHINESE 0 CHINESE® 0 ttj TALLO 0 TALLO 0 B 9" O N 2" 0 ®3" 4" CHINESEGTALLOE 0 DOG® g" O TREE OAK TREE TALLO 8.AK WOOD DOGO y�) J + WO OAK 2" 0 0 Irl g0 TREE® ® TREE 16" 43. APALMR we ASSOC SUR. 1/2 REBAR *.,S 2" 0 !'! ASSOC.SUR. 2 TREE@ W 9" 14" L.B.548B N L.B.5488 0 0 3" TREE OAK PALM I 14' TREE 102.00' (M) U PINE .102.00' (R) o I LOT 3, BLOCK 200 m r� o N N J —A AR WEST (PLAZA AS SOC.SUROCCUR AS . (50' RIGHT-OF-WPI Y� L.B.5486 ,NOT PHYS/CALL Y OPEN 25* OPEN DITCH V E Y O AL NOTI181 1. ANGLES ARE SHOWN FOR THIS SURVEY. J 2.THE PROPERTY THUS SHOWN HEREON LIES WITHIN FLOOD ZONE X AS BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO 0001 DATED 04-17-198!2 ASSOCIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, LAND & ENGINEERING SURVEYS PIPES AND UTILJTIES, IF ANY, NOT DETERMINED. w 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. S JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, 7 TITLE, COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. i7 0 S CERTIFICATE OF AUTHORIZATION NO. LB 0005488 THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL, S V L 8.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LINGENDIAMSMIATIONS DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL C SET IRON PIPE OR REBAR P.C.-POINT OF CURVE COVD - COVERED STANDARDS FOR LAND SUlfwEY('�G rPUR%UA T TO C C PTER "ASSOC.SURVEY" OR L.B.5488 P.T. -POINT OF TANOENCI'E8.-ELECTRIC BOX 81G17- FLORIDA ADMINI i�1 CQ PTER 2, F.S. • FOUND IRON PIN OR PIPE (IP P.R.C. - POINT OF REVERSE CURVE .,.�uJ ■ FOUND CONCRETE MONUMENT {C.M.� P.C.C. - POINT OF COMPOUND CURWS X CROSS CUT OR DRILL HOLE C/L - CENTER UNE R/W- RIGMT OF WAY BY: - (R)) -RECORD (M) - MEASURED CONC. - CONCRETE B.T.- BUILDING TIE CHAR S . HATCHE F.IORIDA CERTIFI F NO. 37712 R. =RADIUS L. - ARC LENGTH A\C -AIR CONDITIONER (E.T.) - SAVE TIE CHARLES L. STARLING FLORIDA CERTIFICATE NO. 4579 O.R.B.-OFFICIAL RECORD BOOK -WATER METER -0,- UTILITY POLE RAYMOND J. SCIHAEFER FLORIDA CERTIFICATE N0. 6132 O.R.V. -OFFICIAL RECORD VOLUME P.EQ. -POOL EQUIPMENT -�- GUI'ANCHOR P.R.M.-PERMKIENT REFERENCE MONUMENT -O.U.--OVER NEAR UTILITIES CH - CHORD JOB N0. 337208 DATE 12-27-2002 E.T.E _ELECTRIC � p� y�yr yRRE FENCEX—X CHAIN LINK D-0WOOD "CEN SCALE: 1" = 20' DRAFTER -J,4 X4 J.E A. -JACKSONIIIJ.E ELECTRIC AUD ORITY C & R - COVENANTS do RESTRICTIONS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER Book 11114 Page 398 .5 MIH.RETURN 1,¢--7 PHONE# FLA.1977 LAWS , RAMCO FORM 409 FS 717.13 Notice o Commeement (Prepare in Duplicate) To whom It may concern: ' The undersigned hereby informs all concerned that improve m will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes,the follo � g information is stated in this NOTICE OF COMMENCEMENT. Description of pts eity. GL .. -Z ..��uC-.�. .�C�.�.................................... :: 5.�.... T ..... /�.�Z-, ...... . . ...1 ,P...... iZ ............... z General description of improvements..../� .` ................................................ ............................................................................. ......................................I....................... Owner. . r ' �� :: ..... .... Address.. }��.. !�!?'Jt4T..L`�Uli '`T'a.k�....F�,t =Z77................................................... Owner's interest in site`of the improvement . ...:l�.t Fee Simple Title holder(if other than o vo r) Name.�4 ...�.�..��h.�/11.�.1.�. ....�.�.4��.�.�.th�S.� ;,tR�[�!1��4.�/.lNi.:..�� .��4.C..►.2,�11�Kr.-. Address...... .: -� ..AU�......��.I.( .,...... ::�7.� ... ..... ......................................... Contractor. ................................... ..I.............................. ..... . ........................................................... Address ;... Surety(if any) .1f ............................................................. Address.......... ..: .........................:..................................................... .`.�01':..... Amount of bond S ....................... Any person making a loan for the construction improvements: Name.............. ................................................................................... ................................................................... Address.................. ............................... ...... ..................... .. .......... ...................................... Person within thState of Florida designated by owner upon whom noti or other documents may be served: Name............. . ...«,.................... .... Address ..................................................................... . .. ......; ,....................................I....................... In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)"(h),Florida Statues. (Fill in,at Owner's option}. ` f Name......... ...... ...... ... .......................... ....... ....... .: ............. ... ....., ............................................................ Address... .. . ........ .. . ... .............................: ,.: .......................................................... This space forte 'rder's use only �{ Tin2p1013ts614 `�,�` ,�SSHEfP,�j��i, 9 :1 1 •` p "N .'�k Owner Pa e: 398 Fi ed B Recorded �r 05/23/E003 02:54:42PM = •*= Sworn to and subscribed before me thi .. day of ".' 1943 JI FId1.R f, o:i• #DO 031549 .. C1RC017 MMT Q C�Y 61 Bondedi10 p "j.0 CORDINti f 3 %//�JA" ublitUn�; C�Z ...... ....... ......... T FUND s 1000 �iJ/J ELIC,ssa�%�� Notary blic s �� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026353 Date 8/20/03 Property Address . . . . . . 1166 MAIN ST Tenant nbr, name . . . . . . NEW SFR 1484RAD 1934SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor ------------------------ ------------------------ BENNETT, KEVIN KEVIN W. BENNETT 4429 JIGGERMAST AVE 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 JACKSONVILLE FL 32277 (904) 744-0747 (904) 744-0747 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . SCHUMAN ELECTRIC INC. Permit Fee . . . . 85 .00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments NEW SERVICE, 150AMPS, IH, 4W, 240VOLT Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 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 WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: f` 20 63 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING,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 ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELFqTRICI NATURE: OWNERS NAME: ADDRESS: BLDG. SIZE _!51v(f, G iu7 BETWEEN: -'S77z'c_s� ST• i�T• ,o�^� � . .. APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NE INCREASE REPAIR( ) CONDUCTOR SIZE .2 © AMPS:/S'D COPPER( ) AL FEES 2 yo SWITCH OR BREAKER AMPS PH `/ W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS I 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING I CEII... KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS 1HEAT 1 3� S'K'-D 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA NO. IKVA NO.NEON TRANSF. NO VA MA I MOTOR SIZE SWITCH FLASHERS EACH SIGN updated 5/208002 ___ Schlueter, Jennifer From: Showman, Lisa Sent: Friday, June 27, 2003 10:37 AM To: Schlueter, Jennifer Subject: 03-00026353 FYI --Approved by PW. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026353 Date 7/22/03 Property Address . . . . . . 1166 MAIN ST Tenant nbr, name . . . . . . NEW SFR 1484RAD 1934SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor ------------------------ ------------------------ BENNETT, KEVIN KEVIN W. BENNETT 4429 JIGGERMAST AVE 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 JACKSONVILLE FL 32277 (904) 744-0747 (904) 744-0747 --- -------------- --- -------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc 13 FIXTURES Sub Contractor GLASS PLUMBING Permit Fee . . . . 126 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 126 . 00 126 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 126 . 00 126 . 00 . 00 . 00 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. BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT sl 800 Seminole Road Atlantic Beach,Florida 32233 ". i . (904)247-5800 03 - 2-(033 Job Location: ( (.P ��4t Owner of Property: K-We-y1 31 Telephone: Plumbing Contractor: C?14S's PLVytn,'b'V4�v�,c Contractor Address: �T 4EiY g Orn-'�O yyl -s V State License Number: Cr C- )y as-Z-1 (4 Telephone: �_71 -qd How many of the following fixtures: El"" New or ❑ Re-Piped SINKS SHOWERS LAVATORY j WATER HEATERS _BATH TUBS __DISHWASHERS URINALS l� DISPOSALS CLOSETS ` WASHING MACHINE p FLOOR DRAINS SHOWER-PANS I SEWER _WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER - Minimum Permit Fee: $35.00 Total Fixtures: X $7.00 +9/ y Signature of Owner: AI)4 j Signature of Contractor: V—/&j Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 's City of Atlantic Beach CUSTOMER RECEIPT Dper.. aafffK Type: DC Drawer: 1 Date: 7/24/63 81 Receipt no: 76728 Description Quaantity Amount 203 2635 BP BUILDING PERNITSS1.0 $35.88 Tender detail $35.88 CK DIECKS 389 $35.88 Total tendered $35.88 Total payment Trans date: 7/24/83 Time: 11:35:14 Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 555 . 00 Plan Check Fee 277 . 50 Issue Date . . . . Valuation . . . . 120000 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .37 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 8 .70 AB CONSTRUCTION SURCHARGE . 96 SECTION H IMPACT FEE 750 . 00 STATE RADON SURCHARGE 7 . 04 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 410 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- D. Is exterior wall finish shown? E. Is interior wall finish shown? III. Energy Code Information: F. Is minimum clearance between wood siding RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DNYELLINGS 1. Is the current energy code form completed properly and signed; grade shown? (FBC 2304.2.5) correct climate zone and correct jurisdiction? (FBC 13-600) yes✓No N/A G. Are shear wall segments shown? 2. Does conditioned square feet area on plans match square feet A. Type of hold-downs shown? NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? yea �jlo N/A 9. Are ceiling heights shown? (FBC 1202.2) AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? ✓ Yes No N/A � 10. Are all hurricane anchorage and hold-downs specifies r _ (FBC 13-602.I.ABC.1.1) 11. Is ceiling type shown,drywall thickness? PLANS EXAMINER: (r F3 {� DATE: G 'Z 5 -O 4. Is the"R"value for added insulation on exterior walls shown? Yes --No N/A 12. Roof Framing 5. Is the"R"value for ceilings shown? (FBC 13-604.LABC.1) Yes✓No NIA A. Are engineered trusses shown? 6. Is the"R"value for raised floors shown? (FBC 13-605) Yea o N/A B. Are conventional frame rafters used? OWNER: JOB ADDRESS: f�G / AIAJ S 7. Are Ener Credits Claimed? I /J-Li T By Yea No N/A 1. Rafter size shown? A. Attic Radiant Barrier Credit (FBC 13-607.1.A.4) Yes A. N/A 2. Species of lumber shown? CONTRACTOR: PHONE NUMBER: B. White Roof Credit (FBC 13-607.1 A.5) Yes /� N/A 3. Grade of lumber shown? C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes✓"- N/A C. Type of roof sheeting shown? (CIRCLE) 1. Thickness of roof sheeting shown? I. Survey: IV Foundation Plan: 2. Grade of roof sheeting shown?3. Nailing pattern of roof sheeting shr / 1. Is a specific purpose survey submitted? Yes ✓ho .N/A 1Are all footings shown,2. Is correct Flood Zone shown? Yes No N/A B con,including interior bearing walls, (FBC Table 2306.1) 3. Are existing grade elevations shown for structures located Column pads and concentrated loads7 Yes ✓No N/A D. Weight of Dry-In felt shown?in an"A"or"V"zone? 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes�No N/A E. Type of roof cover shown? Yes No N/A � 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A./ 3. Are all elevation changes m slab shown? Yes a, No N/A 1. Attachment asphalt/fiberglass shin 5. Is property in a flood way? Yes No N/A 4. Is minimum concrete PSI shown? Yes .,/No N/A (FBC 1507.3.7) 6. Is flood way line shown? Yes No N/A / S. Is slab reinforcement shown? Yea + No N/A 2. Attachment of tile roof shown? A. Wire mesh size and gauge? Yes. o*No N/A (FBC 1507.3.7) B. Fibermesh reinforcement? Yes ✓EJo N/A 3. Other roof covering and attachmen II. Structure Code Compliance: 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2 p ) Yes �o N/A F. Length of roof overhang shown? 1. Aro plans sealed by architect or engineer? Yes -"No N/A 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes %'bio N/A G. Type of soffit and fascia shown? 8. Is type of soil treatment for termites shown?(FBC 1816) Yes No N/A H. Attic ventilation shown? A. Are structural calculations submitted? Yes 1/No N/A 2. Is correct wind speed shown? (FBC Figure 1606) Yea I/No N/A compressive 9. Do plans show concrete footings have a specified I. Location,type and thickness of flashing she 3. Is exposure category shown? (FBC 1606.1.8) Yes i--"N N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes✓No N/A (FBC 1503.2.1 and FBC 1507.3.9) I0. if de foundation shown,is Sealed Soils R J. Type and gauge of cave metal shown? 4. Is Importance Factor shown per FBC Table 06.1. Yes o N/A P Report submitted? 5. Are pressures for wind loading on components and cladding (FBC 1805.1) Yea No N/A✓ Shown per FBC 1606.2.5? Yes o N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: VI IFloor Plan. Does square footage on plan match square footage sl Shown per FBC 1606.2.57 Yea i/No N/A I. Is finished grade shown? Yes '�No N/A application? 7. Does structure meet area? of FBC Table 500 for cumber of 2. Is minimum floor elevation shown? Yes. ,-No N/A 2, Are all room dimensions shown? stories and allowable areal Yes ✓No N/A A. Minimum 8"above adjacent grade? Yes �Ntr N/A 3. Are all door and window sizes shown? 8. Does structure meet Fre Resistance Ratings of FBC Table 6170 B. Flood protection elevation? Yes ✓No N/A 4. Are all emergency egress openings shown? for structural elements? Yes�No N/A 9. Are plans designed per SSTD 10-997 Yes No NIA's C. Base flood elevation? Yes No N/A 5. Is required tempered glass shown at all hazardous to A. Are all appropriate charts and tables shown? Yes No N/A./ 3. Is minimum footing depth beneath finished grade shown? Yes No N/A (FBC 2405.2) (FBC 1804.1.3) 6• Are all vertical reinforcements shown? B. Are all appropriate requirements cycled or highlighted) Yes No N/A/ 4. Are all footing sizes shown? Yes✓Flo N/A 7. Are all shear wall segments shown? t0. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes ✓13o N/A g, Are all hold-downs and hurricane anchorages shown Constructional High Wind Areas"? Yes No NIA 6. Is vertical reinforcement shown? Yes No N/A 9. Is required attic access shown? A. Are all appropriate charts and tables shown? Yes No N/A . Masonry construction. l0. Are all plumbing fixtures shown? B. Are all appropriate requirements circled or highlighted? Yes No N/A 7 it. Are plans designed per"WPPC Guide to Wood Construction in A. Is exterior wall finish shown? Yes No N/A`"' It. Are all electrical fixtures shown?High Wind Areas? Yes l B. Is interior furan No N/A B shown? Yes No N/A'' 12. Are all mechanical fixtures shown? A. Are all appropriate charts and tables shown? Yes�D NIA C. Is exterior wall insulation shown? Yes No N/A.-" A. Is air handler and condensor location shows B. Are all appropriate requirements circled or highlighted? Yes No N/A D. Is exterior wall finish shown? Yes No N/A.• B. Are exhaust fans shown? 12. Are plans designed per"AF&PA Wood Frame Construction 8. Wood Frame Construction 13. Are all smoke detectors shown? (FBC 905.2) A. Is stud size,spacing,grade and lumber species shown? Yes--No N/A 14. Does one(1)bathroom on the fust habitable floor le Manual for One-and Two-Family Dwellings,High Wind Edition'"? Yes No N/A B. Is exterior sheathing a and thickness shown? Yes -''No N/A Have a 29"net clear door opening and table ace A. Are all appropriate charts and tables shown? Yes No N/A / B( ) P B handicap B. Are all appropriate requirements circled or highlighted? Yes No N/A � C. Are nailing requirements(size and spacing)shown? Yes -,-No N/A route? (FBC 11-11) (FBC Table 2306.1) ' D. Is exterior wall finish shown? Yes ';No N/A 15. Does bedroom open directly into garage? yes No -"'N/A E. Is interior wall finish shown? Yes No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes A. N/A grade shown? (FBC 2304.2.5) Yes %_-No N/A G. Are shear wall segments shown? Yes,✓/No N/A 17. Is Designer's name and address shown on plans? Yes V No N/A A. Type of hold-downs shown? Yes No NIA 18. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes V^o N/A and FBC 1012.1.5? Yes ,✓No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes✓No N/A 19. Are habitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? Yes ---No NIA requirements of FBC 1203.1? - Yes t✓No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes✓No N/A wind load requirements for components and cladding per FBC 1606? Yes VNoN/A B. Are conventional fiame rafters used? Yes No N/A w-' 2 L Does floor plan show fireplace? Yes ^. NIA 1. Rafter size shown? Yes No N/A s' 22. Are stair details shown? Yes No N/A✓ 2. Species of lumber shown? Yes No N/As' A. Is minimum stair width shown? (FBC Table 1004) Yes No N/A ✓ 3. Grade of lumber shown? Yes No N/A B. Are tread and riser sizes shown? (FBC 1007.3) Yes No N/A o,-- C, C. Type of roof sheeting shown? Yes✓moo NIA C. Do spiral stairways comply with FBC 1007.8.2? Yes No N/A t/' 1. Thickness of roof sheeting shown? Yes No N/A D. Are required landing shown? (FBC 1007.4)? Yes No NIA y°' 2. Grade of roof sheeting shown? Yes✓13o NIA E. Is required headroom clearance shown? (FBC 10117.4) Yes No N/A 3. Nailing pattern of roof sheeting shown? Yes o N/A 21 r-f floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering) Yes ,No NIA{✓ D. Weight of Dry-In felt shown? Yes N/A 24, If required,are tenant separations shown? Yes No N/A f E. Type of roof cover shown? Yes✓No NIA A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes V001�o N/A 25. Are all columns and beams shown for porches and lanais? Yes No N/A✓ 2. Attachment of tile roof shown? Yes No N/A y+ A. Are column We,size and anchorage shown? Yes No N/A voO� (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes No N/A ./' 3. Other roof covering and attachments shown? Yes No N/A✓'y 26. Are all lintel and beam details shown? Yes No N/A„/ F. Length of roof overhang shown? Yes V"o N/A 27, Are engineering details provided for butt glass? Yes No N/A y/ G. Type of soffit and fascia shown? Yes/bio N/A H. Attic ventilation shown? Yes No NIA 1. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes✓No N/A I. Are engineered truss plans provided showing loads,uplifts and / J. Type and gauge of cave metal shown? Yes ✓Flo NIA required connections? Yes ✓No N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes -"No NIA 3. Framed root VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, I. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No NIA t✓ application? Yes -'O'N. N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes '0"No NIA species,grade of lumber,span and connections? Yes No N/A 3. Are all door and window sizes shown? Yes t/�No N/A C. Are collar ties shown including size,spacing,species, 4. Are all emergency egress openings shown? Yes,;,"No N/A grade of lumber and connections? Yes No N/A 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes ✓No N/A of lumber? Yes No N/A W-- 6. Are all vertical reinforcements shown? Yes ✓No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yess,Ao N/A pattern? Yes ✓1vo N/A 8. Are all hold-downs and hurricane anchorages shown? Yesr�No N/A 9. Is required attic access shown? YeswO"No N/A 10. Are all plumbing fixtures shown? Yest✓No N/A VHI. Floor Framing. 11. Are all electrical fixtures shown? Yes r^o N/A I. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes ✓'�lo N/A uplifts and connections? Yes 00'No N/A A. Is air handler and condensor location shown? Yes ,/1*To N/A 2. is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes y No N/A grade of lumber and connections? Yes v/No N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes r,-No N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the fust habitable floor level nailing pattern? Yes#,^o N/A Have a 29"net clear door opening and handicap accessible / route? (FBC I I-11) Yes No NIA DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE r ' ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 J FAX:(904)247-5843 SUNCOM:852-5834 http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # .3 Applicant: V 1 r n V-) (' Address: l i 1C Project: N CAJ ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: L l ars0f-- / lC /� c ✓ c. t' L S �c , Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works Date !'i 2 Signature Contractor Notified Date S 0 3 r c � :. f r�t I�J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 11 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM: 852-5800 C http://ci.atiantic-beach.fl.us .SON am, PLAN REVIEWCOMMENTS Permit Application # 03 -Q� 363 Applicant: pp K� ny^t Address: ,N' t t, Project: SFp- it?zyour application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed L Date 2 3��3 Contractor Notified Date DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE c „e ATLANTIC BEACH,FLORIDA 32233-4318 ys1 TELEPHONE: (904)247-5834 FAX:(904)247-5843 SUNCOM: 852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # t 3 "p,�ZU 36 3 Applicant: C V-1 n 13('r)n f-f+ Address: l � MAI t-'� J f f .Cr--(L_-T Project: t,-,J 5F)2 Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: 46J Apr w Azi p l.'yI Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Donna Ka uzliiak, Public Utilities Director i) Date----6 ,�3 Signature Contractor Notified Date i�L; 3 0 3 j Njl. CITY OF ATLANTIC BEACH =� �+ 800 SEIVIINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026353 Date 7/11/03 Property Address . . . . . . 1166 MAIN ST Tenant nbr, name . . . . . . NEW SFR 1484RAD 1934SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor - ------------------------ ----------------------- BENNETT, KEVIN KEVIN W. BENNETT 4429 JIGGERMAST AVE 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 JACKSONVILLE FL 32277 (904) 744-0747 (904) 744-0747 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 555 . 00 Plan Check Fee 277 . 50 Issue Date . . . . Valuation . . . . 120000 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 37 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 8 .70 AB CONSTRUCTION SURCHARGE . 96 SECTION H IMPACT FEE 750 . 00 STATE RADON SURCHARGE 7 . 04 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 410 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 555 . 00 555 . 00 . 00 . 00 Plan Check Total 277 . 50 277 . 50 . 00 . 00 Other Fee Total 2872 . 07 2872 . 07 . 00 . 00 Grand Total 3704 . 57 3704 . 57 . 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 WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL a �? CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date: eel ' ' ) Address (� /�/�/�J J 7✓ /C/� c > — r Heated Square Footage per sq ft= $ Garage/ Shed L/ 3`-D @ $ per sq ft= $ Carport/Porch @ $ per sq ft= $ G Deck . @ $ per sq ft = $ x Patio ¢» Of @ $ per sq ft= $ TOTAL VALUATION: $ $ Total Valuation 1St $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: 6e6 I + 1/Z Filing Fee $ FLOOD ZONE: X (() Fireplaces @$35.00 $ $—.d IMPERVIOUS SURFACE: S01%, BUILDING PERMIT FEE $ WATER IMPACT FEE $ /y/a SEWER IMPACT FEE $ /-Jro WATER METER/TAP $ IF S CAPITAL IMPROVEMENT$_ 3 2- SEWERTAP $ �a C QYS) RADON HRS .0050 $ SECTION H PAVING QS-a") $ CROSS CONNECTION $ ST(193Y) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 MAP SHOWING BOUNDARY & TREE SURVEY OF LOT n 2 BLOCK 200 ACCORDING TO THE PLAT OF SEt�TCON "W" ATLANTEC BEACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. KEVIN BENNET'T. rMPctp-ur4co5 5cA CERTIFIED TO: POZ ptc�.� lb' Y. ZA'PLO I!! PL � N �'�S 3` X S d ' IbS,� o AIc �A-o 7 �&z u co" LOT 1 I LOT 1, BLOCK 200 BLOCK 201 102.00 (R) 102.00' (Y) 6" 1/2"REBAR I 2" CHINESE ASSOC.SUR. TREE® g" ODTALLO L.B.5488 C�INESE _ a TALLO '12 AR ASSOC SUR. L.8.5488 �. CHINESE '00' 0�8 T tin 9 0 3" V A 19'-0" N 2' VnLLUw® L O T �. -� 2" TREED ®24' Y Q" pTREE CHINESE LOT 23. , LOCK 200' v�� J Q$ e" REE t O" TALLO 0 CHINESE O Q to O CHINESE ® CHINESE® TALLO 'p 20-O g15 �i TALLO I TALLO ® 0 9" _, O I N ® CHINESE TALLO 0 D 20" CHINESE ,�� 2"® ® l� F- TREE0 ®3"4 " OG g• 8. 0 K TREE, TALLO OAK WOOD VDDOG 1* " ,�� 3 AK 2 ® 10 ��A�O 90 TREE® TR E �. 1/2"REBAR 1/2 REBAR 2" ® ASSOC 3TJR. p ASSOO.SUR. " 2" TREE® *9 14" L8 54M cv L.B.5488 0 ®3" TREE OAK PALM 14" TREE 102.00' (Al) Y I PINE 1019.00' (R) I E i , LOT 3, BLOCK 200 co JN I WEST PLAZA ASSOC.SUR (50' RIGHT—OF—W4Y L.8.5488 NOT PHYSICALL Y OPEN 251f OP£N DITCH � E Y 0 GENERAL NOTES, t2 1.ANGLES ARE SHOWN FOR THIS SURVEY. F DRffQF�ty nn�c canon, urecnu arc yutulu in vvi mmur---Y.__ ♦e nrrr - —MATO DOOR WIDTH.TW '7 ai 20 CA.GALV.STEEL 25 CA.WIN EXTERIOR SKIN 'r -1(STERME ATU PER SECTION �03 INCA r/C-4-0 CALVAW2At1pN Io-1n• +L u• . _T*• i p F u• 1s-1/2•7'o• ' f . B• i• E _ 14,CA 7 _ 7- �BBRS A I :� BTL.BKt t'0'_--•-"-."2•r-- "—Y'r�—Cr--�'�—Y'Or--+�+---t'D'�—"1. r ..,,.LSTRUTS OF INSIDE ELEVATION 4iTRAu`TTSN6 of r 1-1n•.2-5/8•.20-1/2• (4) TEPP SOUTHERN YELLOW PINE 14 CA.CALM.STEEL ATTACHEt ..� 00"ALL ENO STILES HWCES ATTACKED w/({)1GES FS 1{CA.CALV.STEMMWTR NWCle iTAC ATTACHED BOLTS AN E$ ,.. W/(4)1/t'r 31C HEX HEAD SCREWS AND HU HEAD SCREWS PER HINGE ?/I$-VIA. LAG BOLTS PER HINGE - BOLT RETAINER • - • BBRS Y • 20 GA.CALV.STMATTACHE 20 GA.CALV. EEL 7 BALL STROLLERS INTERMEDIATE STU I HCX HCA ♦, STEEL END STILE W/S•ROLLER STEMS W(1I))I TYP. ROLLER HINGE S1 TYP. HINGE CONNECTION S1 W/CON SECTION A-A (SIDE � �, 0 cA CALV.STEEL 3/4• ST//OP MOULDING 15S-1 .2-su/B x 20E-1/2• �HD sTRE �p JAUR ATIACHUNT TO STitLI (SUPPUEDB BY INSTALLER) WDERN YE ALL ENDO S14F3 RATED FOR 100 MPN FASTEST-MU MD 124 MPH PEAR OUST MND SPEED .. 20 CA.CAM STEM INTERMEDIATE STILE ' ik... 1S` ^_ova.ro rrn n.�r nw.wr :.•�.;,.. y,.•.r LM.aw-rs PMT.K r rrol ono 1HW 1r T:' .. �Inru ,...A11.ruurvl ro.er R 2rrxn (1; /15•DIA.1-S/5• HLA.w1 i0.1 3/i'[�•PMTMG.'/2101 Doi 1101 D Al 7017 ATTACHED TO JALB KA R33K AMDW 3/f'x 7-3/.•VIMTV f MWDi Al,,;�.IAMB BRACKET m/,IN13n Ip IRAD 31 3 Y 3TMiNi r"101 Doi 1 ,.••:,. 7/16•of m e.•e■,ry RETAINER 12 CA.CALV.JAMB BRACKET 2•CALM.STEEL TRACK BOLT »LL..BBlAII3�^^ ATTACHED W/(i),/t• T-2o TRACK IC10=.083• (1)PEA ROLLER MIT&ZEK AMOM 3/f x 2-3/P PARUNO r"ION a TRACK SPLICE T k NO 14 OA.CALV.S m/BANYT TAPca 1/P 3 3-3/f PMTIN{-r FBW DC 14 CA.CALK STE p { 1 4 .]4 � 1 1 B f0U711IXN�' PINE MPD1on APMq AT I na 6 :(X(4 W��/i({)KING/ES 1A ACHED H ) /7 ANp (ND•2 OR BCTTCR) 4AiT NO WLti cw K mA1Taf+wc A rlv.K A RLIBI Aw. KG(KEA6 $CRCNS PER HINGE w (BDLST'S 7ER NW344 VWMA1Dw OP.00O y.11K n onlos TRACK MOUNTING DETAIL "j I .- - :. .. :-.. . ...--�aet«.-.«; _ •;-'x. . . a... .. -�.--r...yr�••.,.ersa•-v,�s.,.;?-sem -1.r:•,-tom 2- i' •' .«w -- +•n.,E3"T46t. _ - , -j:;.. d• '�> '.CM,*':_(. z '-yrs -- -: _ ""'"�•.+-r..�+ ••+-,�:.:— .EMINT i_.�# :: �_ ,�.�} '.,7••.L°}� -h' :Y �a::'�: -r ``yi�-"#,��.k:�"q1�L=tom.wl.k.+— •'�"`: +F'!•'� �• SMEATHING'�" , ^ , , t ,- ' = Ty"r °' rMIINDOVITVIDT�I : " `U1 IIAX zE , .V TVEEN TWO BY Vt14D= s ,L : ° ` f� SHIN 4PACE FIN A HT_OTHERS . —+ ^-. -BY"OTHERS t. r .!1lLi �I. Y.'v}t -yi# A7 F x•' SMM AS-REO'D --^�—+r7 l+; W BY.`VImD t CyC. s'� { t 'cy�T �,)•;+ r' } -"STUD BY.OTHERS' a t j �.. 3!11t CSEE NOTES) I. AS:REO'A ,rr �b� ��3£?< � x. .� 1 ` ,, f�''�' #$• .Y SHIM '- �j Cy.,_w ,+ .(SEE tJOTESv�t iJ}ix�� a .O .fir. `Jr C`t til t' -±t ;T'C. • r_ f.MENT 2IHIE7ER I/41 MAX I GLAZING CTYP-) CAULK SHIN SPACE I } F et tI ? (SEE NOTES) - OTHERS SHEATHING FIN TYPE BY OTHER s .. VI NDOV CAULK BETWEEN -FI 4 �. a % a c>; sirtelt* N+ fs ., Y GLAZIMC°(TYPJ ' 'a ,,,2:# r "i4; •a t s a,.VND[iV (SEE NOTES) �. 6 SHEATHING ` WINDOW PERIMETER - _ WIDTH CAULK `� INSTALLATION ANCHOR • _. #8 WOOD SCREW t^-�--a ,.y .� ,�•,.`.,s ,'.�.' "�'_ _ M .. %e_ .^. C a •5�S_`aC 7(A=, �+. +Y"i,^ '. ;+_.. :5.f'•:' G,T : s"# 3p - ;$T( (f-<S'.1ti } BY OTHERS. S3�+'. .f.3 "r `F-�; r::.. ':I #\S�:t X 4\.[ 'n' :F' �- f -► �I ' S_ � �,. y.r .�'� >3tHnDING p}u}g pc�ni�T-e�_5�s�:�t -�kt�,�� rcoS" r�=- -S• ' `--{-- •-�•: COD C;O c � . ,. .� gip• Q � ... MAX -EQUALLY SPACE}� a� ElY �`�APi1`:y 5.•2002: + '�:: -, ' ' (TTPJ�J�may �y. cF:.xGLAZD •'„J •CSEE-NOTES) dillQ SIM x Tit; s Y y r_=-r. f 1),SHIM %�4:REQO.o'AT FJYCFI MtSTAt1JlT10N APKS t, r; v-1:JC Js: s . s afc+ix .. s +. _^^ •AUX:'ALLAWABLE SHIM:STACK'70.� 1/4 s�� ^ 3} a F 2),WINDOW FRAME MATERIAL: Al L4HAi1lUM''A110Y 6063. � ' , E * Exams pt7t� ,•/ {; -3) ;N=XJATION AN0= MUST BE OF SUFFipENT. p; L 9 3 t -, l7CaN Ho r 1a �1G!F'r :4 •. • e zr `• f f:;o- r 1A _614" TO ACHEYE AWT."EMLIEOMEJiT OF 1 INTO WO(iD BUCK. j-f-a +.4.•�3 r '"_ �.�^`::;'Fr• M r'" ^"` " fi ! x,firf :p het r :CTYP3 4j.USE"SNQED'ACRYLIC:CAULK BEHIND WLNOOWFIN AT -SILL t TYPE " 6• MAX. CTYPJ •5 �r y HFJIO. .41A�S. :5 t. . � F i.^' c-{ , ,+. s 5)"i15E SKJCONIZEO ACRYLIC CAUUC FOR PERIMETER SEMI:-- _ ' k •AROUND EXTERIOR OF-WINDOW FRAME. Av • ELtVATIQN 6) IF EXAJrT WINDOW SIZE t6 Not tJstTro IN ANCHOR CHART, 'D PETER `s t ' MARBLE SILL M OR USE ANCHOR OLMW LJSTEO WITH NEXT LARGER SIZE. ' VIEWED FROM EXTERIOR 7) GLASS M KHESS MAY VARY PER THE REQUIREMENTS OF- CAULK ' . .. STOOL ASTM C13W (LASS CHARTS. OTHERS 4 s y BY OTHERS e) FLORIDA EXTRUDERS 1000 SERIES SINGLE.HUNG IS SHOWN.. S f . s THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 : — )--&1!r cti 2D MIO 2000 SERIES SINGLE HUNG WINDOW% t.- r e Cr } REV ' fr;. �,:TV0 BY VOOD COMPUES WITH FOC CHAPTER 17 SECTIONS 1707.4.4.1 FOR M BY OTHERS ANCHORING.REQLAREMEM'S AND 1707.4.2 FOR MASONRY y:• CONCRETE OR O'iF1t7R STRUCTURAL SUBSTRATES. MARCH 1. 2002 INTERNATIONAL. WC SEEN FLORIDAEXTRUDERS ,�oRD, FLORIDA FIN SHEATHING -ZING BY OTHERS TITLE: INSTALL-A"TION DETAIL W/M8 SCREWS : SECTION A--A EMBEDMENT �' SINGLE HUNG FIN WINDOW - SERIt:S 1000. 1500. >L 2000 PI�PARE3'!BY:FOBEttr L MIOIJtr50. PE - -;;�_.:' �y. I+, : 1451 s�wsGO"vw DRAWN BY:BB APPROYRD BY. R'7120 UGFNSE 4AOS•. *-'. DATE:12/13/OY ' SCALAN T.S : 1lG.:FLEX0026 SHT•"'i OF`_2 t`' i +pli'7,�� . J'.�,M J�',.:.�iRrtl+1�". � t.•... ' $� t-`'�w{. ` �' - , IVr/ Mri, Y,'MM ^�"•M1}•�,M'Q'.•5.��• 13 V •.. { '.A w4r i. A.14 'ir •a^•+•., irk ++►+••ww4rw.n,isMw7Ali? a; w'm•. �•MA ,. , r.w�ur.�.�w}.,�i��rr��w�nr�,YrYrr�� r ��.Yt• Y�Y��rl• fAL ,; 1NSTALLAT.iON,��EHOR CHART y�' .t QU TITY; IN c? � QUANTI , fN M & :.SILL r , , , CAL t �, � 1t11�l�NDC�W °► J �,ac�r '��►Me 311 SIZE: i 'SIZE�, �P .7o°PSF ` � UP To:7o ` `: , z 2024 :y:oFt23 ',� .j',:*,•: 2030 :r , x.23 1/2 X 3257411//2 . 23 / X / %2038 , 41^^4 �i 2040 ,,`23 1/2X47 /Z�t2Q%2044 ;23 1/2 X b1•F1/2 ,;rr'"*i -tr/,, Y-ti.,r•;:,233 , ':. A 2050 A Z3 1/2 X 50, 1/Z 2. 3 '- 2060 +X3 .23411/2 X,7 B � 42070 +r 23:i 2X``83" 1 20Y�` — 242427.1 2-XX2 2430 ;g1H �."27 1/2 X 33,1/2 ,yf,>, 2 2438 rt .27 1/Z X 43:,1/2 x ' x t 2 '" '°` 3M ' tl, E; r' 2440 VJ x::27 1/2 X 47r1/2 ?'' �,j +sa aFP 2.i, 3 � •d1'' e> 2444 27 1/2 X. 51w1/Z.;F:, i. 2,.,;.{ 3 «r 2450 27 1/2 X,59-1/25 , 2 3 ' - 4.... : i, 2460 27 1/2 x •71:•1/Z` J}' � t;' �'2 470 27 1/2 X.83.1 2 :r.:. .K,� wi 4 ..,,, • .. 2824 31 1/2 X 2711,1/2 s.� � 2 .2 2830 31 1/2 X 351/2 { 2838 31 1/2 X 431/2 ;� K ,2 3 i 2840 31 -1/2 X4711/2 > '; ;2 .3 ° 2844 31 1/2 X 511;1/2 . ,;�.s�v s 2: 3 2850 31 1/2 X 59,.>1/2+ 4 ? 2 u 3 11 2860 . 31 1/2 X 71<:1/Z " +. 2 ` s ti♦ .. ,�., , 870 31 1/2 X 83:;1 2• � ' ,.t�:,� { t�, r _ 4 ;'�';'• R rn 3024 35 1/2 X%277,1/2 ta" t 1"x,°!'JJ,,`}�S',,* r2 {i 3030 35 1 2 X X35'1 2 ? y, ,4 "° 2 b ' 2303835 1%2 X 431%2 �;; aw'��t , 2 t tr + :3 3040 35 1/2 X 47.-,1/2- 3044 35 1/2 X 51 1/2 ' �#ir �, i2«. � �i ,Y 3 .u� 3050 '35 1/2 X •59.:1/2 f .2 3050 w` 3060 '35 1/2 X-71x11/2 , UAh �y 2 ♦ t.:. 0 0 35 1/2 X 83 1 2 iF` ;�, � RhAs^, »k ♦ ` . 3424 39 1 2 X,27;;A1 2 jt +.3, 3 , 3430 39 1/2 X 35. 1/2 t; +'s': ,j,� � ,3 , , 2 '. r. 3438 i .,",::39 1/2 X 43; 1/2 ,` ) t? E 4 i3yFf :r3 4 `�. 3 r 3440 39 1/2 X 47»1/2 �� ,; L''."1C ` ti,, 3 3 , 3444 •.-"39 1/2 X511/2 �,.,) , i3 3450 , x'39 1/2 X 59'. 1/2 gyp. >� , g . � i , 3� f ' 3460 39 1/2 X 71W'1/2193"1/2 „0 r+TA- "` 5 3470 39 1/2 X 83: 1 2.. 3824 43 .1/2 X 27yj1/2 , t, t`)tt e�r " 3i� ` 4 2 ,t 3830 .43 1/2 X-35` 1/Z,: 3"- ,• r 3838 `43 1/2 X 43,;,;I/2,} a 3840 43 1/Z X 47, 1/2. 3 4 �" r 3' ` 3844 �' `43 1/2 X 51,1/Z s r '' 3:,_� � 3, ST 3850 i 43 1/2 X 59 1/Z rti. i t' 1 :.rti'r k3 tit 3 ' 3860 j 43 1/2 X 71`44/2 ':, ry ,7 3,' � t ♦ ,e. *' 3870 43'1 2 X 83 .1 2 1.r'*&R. 3. , ♦ `�.. .. 2 ;d 4030 47 1/2 X 3S,}1/Z � . .•......ia .r , .t a* 4038 47 1/2 X 43 1/2--l!_ i ,� 3 ` , .: 4040 , • _'47 1/2 X 47 1/Z x t g 3 4044 1 j2 X 51° 1/2 3 i- a .i<r,' k ..RS , ,p' +w'•`'r•• i 4050 47 1/2 X• WA/22..' t ,� 1 3 3 ;1 4060 47 -1/2 X 71,X1/2 40 47 1/2 X 83-1/2 ART PREPARED'.BY,ROBERT J. APoRaM&O. P.E. SUNNINMAL.E WAY •' ORLANDO,'FL 32828 FLA PE UCENSE NO. 49732 a- XSEI A f , t .-et. '!' `•4 7 ,, y .h.•z z - k:~ -w .0 r :' t rw NY.ld='! WINNOV SP _N S • - :.- ✓r` I.' - 'r ••a A�+•!tY QTiERi -VmTFI - A�_SHEATHINGi U4lQN :z AS MEM -'ia.• i ��iSEE OTES) ROM SPACE w`.•:.''e, E X, _ SHDI AS REOVINDOV �� i .EQUALLY '0. CSEE NOTES) MGM r SPACE ANCHORS fRl TYPEter •'*:: VINDDV 1 -«x L NEADR fRAIE V MAX, ... ; lUrt` ws Mtq n� . 'cVAX; 24:0A, l ! s .<TYP)1 Qil 7«^. REVIEC7ED FOR-;e � _ RAZING tTYPT M.DLTANCS- ;.i !" tSEE NOTE E CO7A • CAUJL SNEATI011G L -#r �' •.' ,' - ' v 10>:P TNU.FIAII.ON.J� c + •,,s`-r-v.:ff"�r _ .BY OTIERS-A«"` �ifYOT1ERS.�`a : r fy % , -. 1 } •rte` i-r �*� !r `>tae `y�tx ' YRiALUTOli TYPE TADDAU • sTuxo aR " FRAC wo _ 's>� w suEv {�' � 'Mt£ s .�ca 4.<-- r V '....L:.rT - _ g .�-�.,:. +•dig:'. � ti,;>, f ; — _ SECTION B B a• �•- n. � - � - 'nit' - 4M } -* � - w;�� ,� - «:.._ - fix, •!£' ax:: s'P,. ° S' ``- n, d � �. , ', I+. Y`t L),7 Hit, '' , .�i,�. -'-f, •' ;' ;+ .r.tr i c r 1 i--'a •` "- .,• k a x �Y AS RE17b. -10 FAOI RISW.NQION.< YIQLAwww E.sm ETACK TO AUM,. _ f i ,9-s t*. '• ^$ a ,�' 'r.. E..:Y ...: `j w _ STOOL HY a� Sir'^ 1 'S 20INSUC ATION ANCHOR KW GE QF SUFnCI!!i UH.TO ACHME M9L DXKDKMT OF 1' yBLE:S3LL AUCy ion: _ USE SILMNQED em"BEHIND WRAOM M ATAA HIM SILL &j ` USE 50.JDONQEp CN1lK FOR Pl7WETEIt SFN. OF M7AOM ERAYE- .. 6)MSS THU(NES5 MAY VARY PER THE PEOUWO/DAS OF ASTU Ei700 GLASS C vam J_ 7)INSTALL OWAtUTKIN FAST 404 AT 6'MAX.PROM CM*M AND MAX 24'O.G DESIGN •ti•.: - PRESSURE CAPACITY OF 96ULL47 MS.MON AW 10R SVI C AS SLAED.IS 70A PSF FOR ALL MAKABLE WES UP TO 7A'X 71'MAX - COMPLIES VITH FBC CHAPTER 17 SECTIONS 1707.4.4.1 FOR ,i SHIN As REou ANCHORING REQUIREMENTS AND 1707.4.2 FOR MASONRY, cSEE NOTES) CONCRETE IR OTHER STRUCTURAL SUBSTRATES, MARCH 1,2002 r`/t '� _ _ N �nro v� L R DESCRIPTION DATE INI INTERNATIONAL, INC ,. { DDI NT " °TREKS I FLORIDA EXTRUDERS ��, FWRIDA SCREWS ,PLY J SECTION A—A ORZ. SLIDINGTMINSTALLATIONFINTAIL WINDOWke SERIES 1000 �R SILLt".°a°OARa A'mG:L aE' DRAWN HY:BB APPROVED BY: IN BED! °M'"'rt0%Aw3r°wo..aar FATE-12/17/01 SCALE:N. T. S.DMO. FLEX0028 Bc f�VENENT :ER Sj - .!-"V'AYYYI� .Y way.ltsrl±•..--eY_.es�n�}k.�:.fe:w..:,:'::-=•J'�"aa .sn.+.+-.ar++-MrM•Ar�+�•+..,,,�.ray-w: "^^""'"""�•N"�.`•.• .. y�n�`.Fseen.a.r.. •-. #8 -SCREW TNST-ALVEW IOWANCHER.,. CHART DOOR QUANTITIES IN HEAD b-SILL;•. QUANTITIES IN EA. JAMB i i QUANTITIES-1WEA.-HOOK STRIP jWTB:.owl i SIZE TO 46 PSF TO 61 PSF T0. UP. TO - .46 PSF TO 61 PSF 70 b UP TO 46 PSF-TO 61 PSF 703 iis7 • `43 PSF 60 PSF 70 PSF r=' 43 PSF ' x 66 PSF:»- x:-70 PSF t• '�43�PSF 60 PSF' 70 PSF;," ��s :48:X>80- b. b ;:6 8 8 8 t 4 4 w" t "Si +' }�a: .t. i MOM 60.X°80 Sri b 8 8 4 4' 4 t f_-�72 X 8U 4 96'X 0; , 100 ""''10 8 8 8, ;i 4 4 4 0002/0001 S3' :` 0?R 'A x -r 120-X80 ti ` 8 :.8 G B 4 4 4 / # n383s anon ett 60.;X`.96.�. 6 b,,- b 10 ' '10 '.10. 5 vatao t3 axo yrs i 72Xx96 8 8 .10 r 10*4" :_ 5 #'5 5 ONi 7Ytio11vxa9tN ' .96?X X96 0 `.10110e 0. 1 = ' J , f c� r `� - -ae'C' tgy 4, 0 j[;! r. 1 0 3 F 5 5 z. �. C- fi t-. 9 f: �!. t `s w t: a 1:. 45 s z�z •t 's3i 120 X 96 10 `{ 0 :110" �F -:,� -a :'• w�ava 1 5 5 - AbNOSVM X 120 -�:6 b 6 12_ 12 2- aoe rr t•Yotc - _ F>. 6; 6 A 72,-X..120. iiii2r` 12 t,E. ril2; } 6 t+ornrtnA 96 X?120 _ t i2y," 22 ! > 6 ,,.,ti � 8' Sim»►u xr 109.1/8 X 0 12 12 12• 4 4 4 - _ _ ao,u 145 118 X 80 14 -14 -- 14 •._ 8i_ =.8 8 s 181.1/8 X 80 ~16 6 -. -16" ?J-00.8 'PSC 8. 8 4 L4' 4 tMJI530 - -.109.17-8-1- `' :12 :.rn-.12- p,�......12 .r )- J10 - - `'4` "t _ €4 •' n ', _ xnt. 145"1/eX 6� xlpjp5. ' 5 F=S:" „+ > q ",, ' n - ,.: .h( Y1_t+krr4 •" 5�q T :.z�(;,F "i 181 1%8.=X96 ` ? � iT,f• '� 0�� s *' " .1 a6 r to t a - •; •� 4.3 3ttru ea tma 109?1/B,X,,120 . 7 aawrtrrto i49el'/8.'`-9(.`1201. -r 3If Z xT. NI'st I r'k TA3 .:12 t *_. :/12 •v ,:s �7:T31S ?-"8 .- >s `x t ttNWO 31M -:.. -•' _.w. :«t• -.. -,. �.�. t.J... a` -.'. e...i� •..aS Tx, A t'i F' ....�s•,c suotourttn # X10 r,5/8#X: 80. 2 12 12 8. 8 �•^ 8}-.i 4 ;4 w 4. .. YI42':5/ 80 14 14' •. : 8: BittZ. 8�� "x " 4 ?43HT� . r4� rr� �� '` .`• 1 twtaac 1785/8-X-80 e .8 8 4 =4 4. '" 106 5I8sX 96 r• ;, 0-..: - ? X12 1 iwr.''t10 10» - +-tc5-J �; :. 5 - - ,;�. t �3 rr arr S Wv JAM X142 5/8X$96- 14 14 1�: �0 -.t. , X10 10-,< .:5; '-5 stns: =178 YS/S:Xti96� zT� � 'r �..:�0t10 ��° �i10 ;5 d; = 5° 5 [e0!AOT1►t R� 42 Yi Y a mm ater>MaR t, 12 aTic St1 t k' b i r 6 ate; .c«r �= a e K• h - .... ,rr ..ter .-..., -• __-. aotr>,at twt i2 12 six`t yrs 2 8 8, 4 4 V- g4 tr t. _ ''` .•. 119 5/8`�(n80� t:•f- a .c +RS €. s� y7 143;5/8`X 80 `14+ t +t#s-0114 'x °Atp 4 8� 8 '; 4 � Y_ { wrest �rtttutr3t+a; 191>.5I880 mal t6113ae+- afo�ly :s8 f-8 - 8_. ti 4 - 4 ►a+namxn� - ;._ tc • a.w r:rsal L 3x3" 3k3t:, r rt M33Atxxrttr3 ''I43_`5%B.X:96ro' rk art14 tB ?ld ^?10 ^x!4`10 i10 ` .5 5 � js A3WS 00191'518=X-:96iv ��1S'w ,dal*1 :r,r ,• -,18 sem.-t .10-.,.. - 10 10 5 5 ` 5 - rtmty tvts►e -9-5,8' xl t> ' •� 143.5/8.X,%120,r= .3e.zi4_ --,-414 w rr14,k�,, ;',. .12 12 :,:: ;'12 191''S/8 X 120.3c• i_i�t, a? 7.. •. :.r.y. .-„ .r. a.: F 18 y 18" 19' i2"-_ 12 12 (, _ 7. 8 `• ' r Mr:. G@ff !?:JQ oft. 3:123VC 9a t iF r7 i°J-„ ^/ .r'.. _ - v141{11x4 X 80r mT�s146: iA�143a s,z= 14 ;. 8�,.. °. 8 re . 4,.. 4 y4 f -- sxaun u 189`1/.4 X':80y� x"=16 c^ - 16•Yc .f ,i6 ze.i:Q "s' a8 r,8 t tyZ4 �- TIL 4 ,_ 'i -4 .Tr '�n+`v3as� -t 12 12 ,12 . _ ••' ,+.x, :, �::;r ,' OR iN0 ESt A c ,- M ,. :; _1)_F�R2AASONRY, OPENINGwW/TWO BY" WOOD sn3WAt '141'i/4'Xr96. 14 14 14 10 10 10 5 5 ,? 5 189 1/4 X 96 6 6 10 10 10 5 •5 5 BUCK USE' SAME ANCH❑R•QUANTITIES, " 117 1/4 X 120 12 12 12 12 12 1 5 7 8 141-1/4 X 120_ ._: .... ...14 - - 141 12 12 ,- 12 5 7 8 189 1/4 X 120 16 16 ` 19` 12 12 12 5 7 8 .-- y --- FLORIDA EXTRUDERS. INT; IN. SANFORD, FL. ` ., .�tV a f t1 � �r 6 t e a�.nsz3.r,;' �SLIDING GLASS DOOR 4+_ T✓, ,a;Iµ h h -' +` •�'• INSTALLATION'.VITF,1113 SCRE1✓S •-- -i - x "� v • '�-- lSlE4''A_wcwr0.,-?i�!J(• i .4Y0 E/61r41►••. �w i:.a.r.a.1� llw►�i CF.:w �••�•- rM*:i't� Sl v }ks4 + £ d+ f3PNFP/WED B1:R09fR� 'Al10NGSQ`PG}� ^��:...»zfi:i+-{r,.e �. .1 c•_ a3 uyywrr.-. xsc„a,u . arao p FLE ane►o4 rL -_ .' N.T.S. XOO27 •.y-...w•+w.�s w",:+LMP;s.aw...sws..Itr+i�v+•i •.k:•-::w�.-we'. -wii1.}t.ii�irw.:..•rJ!ti1:::,.n,.......,_,•. . e ._.,:.fu PC,IkL�6E.No..4o71t2 n.Ka ru.�,.�•,�,. ...�. icV L=TM �n.- � WARNING Spreader bar for JOB SITE HANDLING larger trusses GENERAL ®®® Familiarity wish the CONSTRUCTION DESIGN DOCUMENTS,the TRUSS DESIGN DRAWINGS,and TRUSS Q PLACEMENT PLANS(if required by the CONSTRUCTION DESIGN DOCUMENTS)is required to properly erect,brace,and connect the trusses to the building system. All of the care and quality involved in the design and manufacture of wood trusses can be jeopardized if the ALL TRUSSES SHOULD BE PICKED UP AT THE TOP CHORDS IN A VERTICAL POSITION ONLY trusses are not properly handled,erected,and braced.THE CONSEQUENCES OF IMPROPER HANDLING, Proper banding and smooth ground allow for unloading of trusses without damage.This should be ERECTING,AND BRACING MAY BE A COLLAPSE OF THE STRUCTURE,WHICH AT BEST IS A SUB- done as close to the building site as possible to minimize handling.DO NOT break banding until instal- STANTIAL LOSS OF TIME AND MATERIALS,AND AT WORST IS A LOSS OF LIFE.THE MAJORITY OF lation begins.Hand erection of trusses is allowed,provided excessive lateral bending is prevented. TRUSS ACCIDENTS OCCUR DURING TRUSS INSTALLATION AND NOT AS A RESULT OF IMPROPER DESIGN OR MANUFACTURE. Prior to truss erection,the builder/erector shall meet with the erection crew for a safety and planning meeting, making sure each crew member understands his or her roles and responsibilities during the erection process. TEMPORARY ERECTION BRACING TRUSSES ARE NOT MARKED IN ANY WAY TO IDENTIFY THE FREQUENCY OR LOCATION OF TEMPORARY ERECTION BRACING. All temporary bracing shall comply with the latest edition, recommendations and options as described in the Wood Truss Council of America's Warning Poster DO NOT STORE UNBRACED BUNDLES UPRIGHT DO NOT STORE ON UNEVEN GROUND described herein.Additional important safety information can be found in the Truss Technology in Building series of publications including Always Diagonally Brace for Safety;Web Member Permanent Bracing:Brace it for Stability, and Construction Loading, and/or as specified in the CONSTRUCTION DESIGN DOCUMENTS prepared by the building designer. �, 1 PERMANENT TRUSS BRACING Permanent bracing for the roof or floor trusses Is the responsibility of the building designer and should be ik 1 Oak h shown on the CONSTRUCTION DESIGN DOCUMENTS.Permanent bracinglocations for individual com res- If trusses are stored vertically,the shall be braced in a If trusses are stored horizontally,,bl a P v v v manner that will prevent tipping or topping.lGenerali on t to len f centers sion members of a wood truss are shown on the TRUSS DESIGN DRAWINGS,and shall be installed by the P PP 9y, eight foot c les or s building or erection contractor.This bracing is needed for the proper performance of individual trusses within cutting of the banding is done just prior to installation, lateral bending and moisture� .q rt s - � the roof or floor system.The design and connection of the bracing to the truss and then to the overall building system is the responsibility of the building designer,and is in addition to the permanent bracing plan,which is CARE SHOULD BE EXERCISED WHEN REMOVING BANDING TO '�.,. SSES. , also specified by the building designer. t 1 � 3 a ` During long term storage,trusses shall be protected from the en 'hhat provides for adequate ventilation of the trusses.If tarpaulins or other ma, i 'shall be left open for ventilation.Plastic is not recommended,since it can tragit=s } v Ak`iHO � i y ALL TRUSSES THAT ARE ERECTED - ail „f r ' BY THE ERECTION EQUIPMENT U INSTALLED AND THE ENDS OF, Lei¢ .x, 111 A 1� a""Ut n f ; 6,00 t I y,i:' NIr mY118 .rf , 1 I1,1 I4 t Ir nIr '� e II 1 Y `•na 9r , 1 5'�3'ti 1 fi a1 Kto Ia i o3 «: r r' dt c'-� d zpa9 dy569 {�' fi> t I @ or less SPECIAL DESIGN REQUIREMENTS QU S Special design requirements,such as wind bracing,portal bracing,seismic bracing,diaphragms,shear walls, gpprox. 141e�a 1// fi„ �t A +� fiT ne�# or other load transfer elements and their connections to wood trusses must be considered separately by the building designer,who shall determine size,location,and method of connections for all bracing as needed to Tagline up to 30 Is up for resist these forces. .I 16ET.r�k is a.>. Truss sling is acceptable where these criteria are met. UNLOADING & LIFTING AVOID LATERAL BENDING SPREADER BAR SPREADER BAR TOE IN TOE IN TOE IN TOE IN Approx.len th 2/ -I _ Approx.1/2 to 2/3 _I truss length f'- truss length 'I up to 60 feet up to 60 feet Tagline Tagline Use spreader bar in ALL other cases.It should be noted that the lines from the ends of the spreader mbar"TOE IN";if these lines should"TOE OUT"the truss may fold in half. STRONGBACK/ SPREADER BAR STRONGBACK/ SPREADER BAR NEVER HANDLE TRUSSES FLAT Beginning with the unloading process,and throughout all phases of construction, care must be taken to avoid LATERAL BENDING of trusses,which can cause damage to the lumber and metal connector plates at the joints. Approx.2/3gt 3/4— j I l Approx.2/3 to 3/4 I truss length _III III_` r-- truss length --moi USE SPECIAL CARE IN WINDY WEATHER. over 60 feet over 60 feet IF USING A CRANE WITHIN 10 FEET OF AN ELECTRIC LINE, Tagline Tagline CONTACTTHE LOCAL POWER COMPANY. For lifting trusses with spans in excess of 60 feet, it is recommended that a strongback/spreader bar be used as illustrated.The strongback/spreader bar should be attached to the top chord and IF USING A CRANE WITHIN 5 MILES OF AN AIRPORT, web members at intervals of approximately 10 feet.Further,the strongback/spreader bar should CONTACT THE AIRPORT 30 DAYS PRIOR TO ERECTION TO LEARN ABOUT be at or above the mid-height of the truss to prevent overturning.The strongback/spreader bar ANY SAFETY REGULATIONS THAT MUST BE FOLLOWED. can be of any material with sufficient strength to safely carry the weight of the truss and sufficient rigidity to adequately resist bending of the truss. 29 6-0 100 0 2,3- 6 -0 �cf Q.0 LO i ! ; � ,III IIII �':,6 li I II I I I I I '` I � II I I I I IIII I I �, � = �I J �� I Vd _ IIS I I' I I II, I I I I� I - - \!J!}. J� ` � _ I IIII II, -. - II I II o' I II SII I I Ii II I I I V; 4 I III - II I II II Ij I I I �I III VJ4 r �� I I ii f I I �l I v � IIII I II I !V,14I I � III 11 I I I II I I i I 4 7 � �� 5 � II III � I I I I � I I I � a �7 , r 11 II t C� :C S Cfl �7 CO CO 03 C3 m 0-� 6X7� 30 0 Al P�FH �� RaB BEGINNING THE ERECTION PROCESS 3)WEB MEMBER PLANE.an bracing,as shown,is critical in DO NOT USE SHORT TBLOCKSRUSSES O BRACE preventing trusses from leaning or dominoing. Repeat as INDIVIDUALTAUSSES WITHOUTA It is important for the builder or erection contractor to provide substantial bracing for the first truss erected.The two or more shown to create a succession of rigid units. SPECIFIC BRACING PLAN uusses making up the rest of the first set are tied to and rely upon the first truss for stability.Likewise,after this first set of truss- Continuous X-bracing DETAILING THEIR USE es is adequately cross-braced,the remaining trusses installed rely upon this first set for stability.Thus,the performance of the lateral bracing truss bracing system depends to a great extent on how well the first group of trusses is braced. GROUND BRACE-EXTERIOR GROUND BRACE-INTERIOR Web members 1-15' 1 15'4 One satisfactory method ties the first unit of trusses off to a Another satisfactory method where height of building o max, max. series of braces that are attached to a stake driven Into the ground conditions prohibit bracing from the exterior is to tie ground and securely anchored.The ground brace itself should the first truss rigidly in place from the interior at the floor X-bracing should be Installed on vertical web members be supported as shown below or it is apt to buckle.Additional level,provided the floor is substantiary completed and wherever possible,at or near lateral bracing.Plywood sheathing ground braces In the opposite direction,inside the building,are capable of supporting the ground bracing forces.Securely may be substituted for X-bracing. also recommendedfasten the first truss to the middle of the building.Brace the o9 Web members Note:Locate ground braces for bracing similar to exterior ground bracing shown at left.Set .oto°� See WTC,A's Truss Technology in Building III truss directly In line with all trusses from the middle toward the end of the buildin �" O Brace the rows of top chord continuous lat- 9' ear NZ bracin Always Diagonally Brace for Safety document oral bracin either temporary or Properly cross-brace the first set of trusses before remov- Pep e�e6 9 g( p v for short block use options permanent). in floor braces and setting remaining trusses. P �\ f 2nd,3rd&4th trusses BRACING REQUIREMENTS USING THE SAME PRINCIPLES APPLY TO ,First truss r PARALLEL CHORD TRUSSES 2 x 4 minimum \Temporary support wall or temporary y \ 45' scaffolding(helps +`' y n`0 Bottom chords First truss to be wall \\-� when installing long braced before erection �� .clear span trusses) .o Ground brat o}additional units. \ \ Note:Top chords and some web members are not shown, Brace the bracing Ground bracing e In order to make drawings more readable. Bearing for trusses 'o"",,6 Ground stakes «' STACKING MATERIALS Minimum Two 16d A �qo kd, yC Double Headed Nails \ a/,% 2�o tti DO NOT PROCEED WITH BUILDING COMPLETION UNTIL `%/� ALL BRACING IS SECURELY AND PROPERLY IN PLACE 2x4 minimum size �s End diagonals to ground stakes This level represents // Platform must ground floor on single be rigidly braced 1 V2" enetrabon story applications ✓ / '�/' y CA R _ ��L�u�L A*' L , C'— Chord BRACING MATERIAL OR INADEQUATE FASTENING IS A MAJOR CAUSE OF Z ER T 2 § BION TOLERANCE Z T - NEVER STACK MATERIALS ON UNBRACED Proper tlisiribution of construction materials is a must during Q u u construction. See WTCA's Truss Technology in Building OR INADEQUATELY BRACED TRUSSES U7 = Y Construction Loading for additional'information �l lad rl Length. Length 1 +t^ Acceptable y - against out- F .,.� nnkkaa5 alae load Lesser of rn+mArl •-p a bearing wall 2 o/so or 2 -+f t Length 16'to 32 -1" auk' Length 32&over=2" Acceptable to Y f or floor fine,AND TO ACCOMPLISHING EFFEC- over load .the &tT+aed for the hazardous practice of reG EPFg or bearing wall {q s aFa I or bowing can cause nails to miss the top NEVER STACK MATERIALS NEAR A PEAK g s is a frequent cause of dominoing. "rHORD OF THE TRUSSES. ^- thakWrii lk & i d k fi a I'c4s 1;1 tt i � ix§t I^"'c71kLtr�r" rl orf Ff- a� ai n kt N Fn } f` i u y fi dg's ctic6° Always stack materials over two or more trusses. - , x ra f�T"'}^y I ,6 a� NEVER STACK MATERIALS ON THE Not to exceed 4'0 maximum from bearing Al .t:;r a CANTILEVER OF A TRUSS 01-U. ` DI`�� LTRUSSES i i' t NOT WALK ON TRUSSES ARILY re y1! n !UPPORTS GABLE ENDS LYING FLAT h a, � P, �iSar t�If� direction V2, } ti iit�'fk.i. td. of nailing All anon nails sin❑❑le ledgers, i s brace- u Roofing and mechanical contractors are cautioned to stack T I- shall be / materials only along outside supporting members or directly T ll-'Mnently a �i ' NEVER OVERLOAD SMALL GROUPS over inside supporting members.Trusses are not designed for trusses s� - .. dynamic Toads(ia,,moving vehicles).Extreme care should be for have ten s to the su a direction OR SINGLE TRUSSES-POSITION LOAD taken when loading and stacking construction materials S g W xi ! G x of force OVER AS MANY TRUSSES AS POSSIBLE. (rolled roofing,mechanical equipment,etc.)on the root or floor system. Kh " END OFy' Ziff Ringsshou # WEL AILED Sleepers (PERPENDICULAR TO FORCE) nm i x f `� Hndlcular to 3 �, r,rt T ,r" gke`f BRACING REQUIREMENTS FOR 3 PLANES OF ROOF N Panelolnt Temporary erection bracing must be applied to three planes of the root system to ensure stability:Plane 11 Top Chord(sheathing),Plane 2) Sleepers for mechanical equipment should be located at Bottom Chord(ceiling plane),and Plane 3)Web Member plane or vertical plane perpendicular to trusses. NEVER CUT ANY STRUCTURAL panel points(joints)or over main supporting members,and MEMBER OF A TRUSS, only on trusses that have been designed for such loads. 1)TOP CHORD PLANE.Most important to the builder or erection con- 2)BOTTOM CHORD PLANE.In order to hold proper spacing on the tractor is bracing ithe plane the top chord.Truss top chards are bottom chard,temporary bracing is recommended on the top of the bot- CAUTION NOTES susceptible to lateral buckling before they are braced or sheathed. loin chord. TopDhord Diagonal Bracing Continuous ConWuous latera Web web members lateral bracing Errors in building lines and/or dimensions, or errors by others shall be corrected by the bracing Not to scale. contractor or responsible construction trade subcontractor or supplier BEFORE erection of trusses begins. Bottom Chord 2"x 4"x 10'Length 15-Spans 45-B0':Use spacing no greater than 6'. lapped over two Bonom chord Cutting of nonstructural overhangs is considered a part of normal erection and shall be done by �� 5:Use'spacing. trusses. s maw the builder or erection contractor. 8'-Spans between 30'-4 or'10.S ons u to 30''.Use 10'spacing P up ContinuousTamporary Any field modification that involves the cutting,drilling,or relocation of any structural truss Lateral Bating member or connector plate shall not be done without the approval of the truss manufacturer or Temporary Diagonal (where possible place at Bracing every 20' each top chord].lot) a licensed design professional. The methods and procedures outlined are intended to ensure that the overall construction techniques employed will put floor and roof trusses SAFELY in place in a completed structure. e�1 These recommendations for bracing wood trusses originate from the collective experience Connect end of of leading technical personnel in the wood truss industry,but must,due to the nature of 45• 20 bracing to rigid support or add diagonalbracing at responsibilities involved,be presented only as a GUIDE for use by a qualified building designer, s approximately 20'intervals(repeat at both ends).' builder, or erection contractor. Thus, the Wood Truss Council of America expressly P zo disclaims any responsibility for damages arising from the use, application, or reliance Temporary Ditagonai 2"x 4"x 10'Length Long spans,heavy loads or other spacing con/figurations on the recommendations and information contained herein. Bracing every 20' lapped over two trusses, may require closer spacing between lateral bracing and closer intervals between diagonals.Consult the building EXACT SPACING BETWEEN TRUSSES SHOULD BE MAINTAINED designer,HIB,DSB(Recommended Design Specification Selected text and figures referenced or reproduced from He and DSS by AS BRACING IS INSTALLED to avoid the hazardous practice of removing for Temporary Bracing of Metal-Plate Connected Wood permission of the Truss Plate Institute,Madison,WI. bracing to adjust spacing.This act of"adjusting spacing'can cause trusses to Trusses)or WTCA's Truss Technology in Building Always topple if connections are removed at the wrong time. Diagonally Brace for Safety document. WOOD TRUSS COUNCIL OF AMERICA TM One WTCA Center DIAGONAL OR CROSS-BRACING IS VERY IMPORTANT! Mad Enterprise Lane Madison,WI 53719 SEE WTCA'S TRUSS TECHNOLOGY IN BUILDING ALWAYS DIAGONALLY 608/274-4849.608/274-3329 fax wtca@woodtruss.com•www.woodtruss.com BRACE FOR SAFETY DOCUMENT FOR ADDITIONAL BRACING OPTIONS. Copyright©1986-2002 Wood Truss Council of America 4i w„•,•.--a TC 0 A 1) - - -- VI R o Q f Loadine (Cd= 1.25) M li Top Chord Live Load 0 psf Top Chord Dead Load 7 psf Bottom Chord Live Load 10 psf of 1 Bottom Chord Dead Load 5 psf Floor Loadi� (Cd= 1.00) 44&& Top Chord Live Load 40 psfTRLTETRuss Top Chord Dead Load10 psf o Bottom Chord Live Load 0 psf A®M1SION®F Bottom Chord Dead Load 5 psf 0 --- - Wind Loading (Cd- 1.60 ASCE 7--981- 3s Gust 120 MPH I Y Exposure Category C 1t CJ Importance Factor 1.0 � PARTIALLY ENCLOSED J3 �I p -e -- -) -� (Cd- ) -- \ TopChordLive Load Roo Loa 00dpsf .00 _ $ J2 Top Chord Dead Load 10 psf j Bottom Chord Live Load 0 psf zl Bottom Chord Dead Load 5 psf Maximum Floor '['toss Spacing 16" n.c. C C-1 Design loads were provided by the building designer4 f4 o This drawing is not sufficient alone for installation. �I l - _ d Additional instructions accompanying this drawing, w C z' �, > E including HIB-91, should be used in conjunction <: SIH s ] s JA with the architectural and structural plans during z v+ _ installation. if HIB-91 has riot been shipped to o -1 the site with the components shown on this page, c 51 �O please contact Apex Technology for a free copy. 0 The Design Loads above were provided by the JA Engineer of Record d o i o I - VJ4 x i The Engineer of Record is instructed to signthe singature block to the right, indicating his VJ4 favorable review of the truss documents in z' _ accordance with Board Rule 67G_5-30.006(3). He - yl VJ4 shall also indicate his license number and address - o on this page. f v _- J5 0 Permanent bracing of the roof sytem, including z -- 1T� truss b ac .!,c ,, . f t" � �..., gabs truss _ ,ng s �__ respo;i�;b �y o. __c ��JJEngineer of Record for the structure or the J"7 building designer. x All trusses (including trusses under valley framing) I CD LD must be completely decked. 71 1 17� �� m f All valleys are to be conventionally framed by o builder. z 0 All trusses are designed for 2' o.c. maximum �o spacing, unless otherwise noted. � z Y. All walls shown on placement plan are considered gg to be load bearing, unless rioted otherwise. IMAGERS. E DD SCAT '11"H7S D'aWI /2-/()2 x a WARREN V. CARRIGAN 111 P.E. No. 48803 e Project NAME: 5-199 MAIN STREET Lot: 5-199 Subdivision: MAIN STREET County: Duval Building Code:FBC2001 Computer Program Used MiTek 5.0 s General Truss Design Loads Gravity-Roof: 42 psf Total Load Wind:120 mph from ASCE 7-98 Individual Truss Drawings Show Special Loading Conditions This package includes 24 truss design drawings with individual date of design. With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional Engineers. Notes: The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each component for any particular building is the responsibility of the Building Designer, per ANSI1TPI 1-1995 Section 2. �OL Name: Warren V Carrigan III License#: 48803 Apex Technology is a fictitous name owned by Jax Apex Technology Inc.,a Florida Corporation.Florida Engineer Business No.7547 4745 SUTTON PARK COURT,SUITE 402,Jacksonville, FI.32224 904-821-5200 TRUSS PLACEMENT PLAN 0202643 ROOF PLACEMENT PLAN NO TRUSS ID# DATE 1 0202643-CA 11/23/02 2 0202643-J1 11/23/02 3 0202643-J2 11/23/02 4 0202643-J3 11/23/02 5 0202643-J4 11/23/02 6 0202643-T1 11/23/02 7 0202643-T10 11/23/02 8 0202643-T11 11/23/02 9 0202643-T12 11/23/02 10 0202643-T13 11/23/02 11 0202643-T14 11/23/02 12 0202643-T2 11/23/02 13 0202643-T3 11/23/02 14 0202643-T4 11/23/02 15 0202643-T5 11/23/02 16 0202643-T6 11/23/02 17 0202643-T7 11/23/02 18 0202643-T8 11/23/02 19 0202643-T9 11/23/02 20 0202643-VCJ2 11/23/02 21 0202643-VJ4 11/23/02 22 0202643-VJ5 11/23/02 23 0202643-VJ6 11/23/02 24 0202643-VJ7 11/23/02 ROOF TRUSSES 0202643 PROFILE QTY PITCH TYPE BASE REACTIONS PLY TOP BOT ID OIA GIRDER 09-10-13 Joint 2 Joint 4 Joint 6 1 4.24! 0.00 Cil 09-10-13 413.6 lbs. 142.4 lbs. 354.9 lbs. -642.2 lbs. -295.5 lbs. -359.9 lbs. int 2 int 4 2 6.00 0.00 J 11 K Joint Jo 05-00-00 J0298. 298.1 lbs. 115 9 Ibs. 71.9 Ibs. -303.7 lbs. -300.41bs. 0.0 lbs. JACK 03-00-00 Joint 2 Joint 3 Joint 4 2 6.001 0.001 J2 03-00-00 223.71bs. 52.3 lbs. 41.9 lbs. -281.2 lbs. -168.3 lbs. 0.0 lbs. JACK 01-00-00 Joint 2 Joint 3 Joint 4 2 6.00 0.00 J3 01-00-00 174.8 lbs. 100.1 lbs. 14.4 lbs. -315.0 tbs. -31.6 lbs. 0.0 lbs. JACK 07-00-00 Joint 1 Joint 2 Joint 3 Joint 4 7 6.00 0.00 J4 07-00-00 390.6 lbs. 556.5 lbs. 144.7 lbs. 101.9 lbs. -143.2 lbs. -810.0 lbs. -343.7 lbs. 0.0 lbs. j GIRDER 32-00-00 Joint 2 Joint 10 2 Ply 6.00i 3.00 T1 32-00-00 2 93 250.7 lbs. 2250.7 lbs. -2250.7 lbs. -2250.7 lbs. SPECIAL 32-00-00 Joint 2 Joint 10 1 6.00j 3.00 T10 32-00-00 1415.1 lbs. 1415.2 lbs. 548.0 lbs. 1548.0 lbs. } SPECIAL 32-00-00 Joint 2 Joint 9 1 6.00 3.00 T11 32-00-00 1415.1 Ibs. 1415.2 lbs. -1519.2 lbs. -1519.2 lbs. �p�,� SPECIAL 32-00-00 Joint 2 Joint 10 1 6.00 3.00 T12 32-00-00 1415.1 lbs. 1415.2 lbs. -1477.5 1 bs. 1477.5 lbs. SPECIAL 32-00-00 Joint 2 Joint . 1 6.00 3.00 T13 32-00-00 1415.11bs. 1415.2 lbs. -1433.8 lbs. -1433.7 lbs. int 2 Ply 6.001 3.00 GIT114 R 32-00 00 J2893.6 lbs. Joint 2893 6 lbs. -2250.7 lbs. -2250.8 lbs. SCISSOR HI 32-00-00 J 1433.8 lbs. Joint Ibs. 1 6.00 3.00 T2 32-00-00 1415.1lbs. 1415.2 lbs. SCISSOR HI 32-00-00 Joint 2 Joint 10 1 6.00 3.00 T3 32-00-00 1415.1 lbs. 1415.2 lbs. -1477.5 lbs. -1477.5 lbs. SCISSOR HI 32-00-00 Joint 2 Joint 9 1 6.00 3.00 T4 32-00-00 1415.1 lbs. 1415.2 lbs. -1515.6 lbs. -1515.6 lbs. PIGGYBACK 32-00-00 Joint 2 Joint 11 1 6.00 3.00 T5 32-00-00 1415.1 lbs. 1415.2 lbs. -1548.0 tbs. -1548.0 lbs. SCISSOR 32-00-00 Joint 2 Joint 10 7 6.00 3.00 T6 32-00-00 1415.1 lbs. 1415.1 lbs. -1562.2 lbs. -1562.2 lbs. SPECIAL 32-00-00 Joint 2 Joint 11 2 6.001 3.00 T7 32-00-00 1089.5 lbs. 1745.2 lbs. -1284.1 lbs. -2229.7 lbs. SPECIAL 32-00-00 Joint 11 Joint 16 3 6.00 3.00 T8 32-00-00 1544.4 lbs. 1294.7 lbs. -2076.6 lbs. -1724.1 lbs. %ROOF TRUSSES 0202643 PROFILE IQTYI PITCH I TYPE BASE REACTIONS PLY TOP 80T ID O/A SPECIAL 32-00-00 Joint 2 Joint 9 4 6.00 3.00 T9 32-00-00 1415.1 lbs. 1415.2 lbs. L_ -1562.2 lbs. -1562.1 lbs. _ GIRDER 09-10-13 Joint 2 Joint 4 Joint 6 3 4.24 2.12 VCJ2 09-10-13 514.2 Ibs. 65.9 lbs.. 322.5 lbs. 1 746.6 lbs. Y -152 7 lbs 465.3 lbs. INVERTED 07 00-00 Joint 2 �44 4 Joint 5 13 6.00 3.00 VJ4 07-00-00 377.9 lb .OIbs. 230.51bs.301lbs. .9 lbs. 277.4 lbs. INVERTED 05-00-00 Joint2 Joint3 Joint4 a �600 3.00 VJS OS-00-00 357.31bs. 118.91bs. 9.71bs. 429.4 lbs. 213.2 lbs. O.O lbs. JACK 03-00-00 Joint 2 Joint 3 Joint 4 6 6.00 3.00 VJ6 03-00-00 223.71bs. 52.3 lbs. 41.9 lbs. -279.2 lbs. -170.3lbs. 0.0 lbs. JACK 01-00-00 Joint 2 Joint 3 Joint 5 6 6.00 3.00 VJ7j 01-00-001 173.5lbs. 93.1 lbs. 18.8 lbs. �_ -308 0 Ibs. -32.2 Ibs. 0.0 Ibs. 'w Job 11Truss Truss Type Qty Ply 5-199 MAIN STREET i 0202643 Cil ROOF TRUSS 1 1 (optional) TRUE TRUSS INC.,JACKSB�\�LLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:02:54 2002 WV0 -1-10-10 5-2-5 9-9-10 9-1,Or13 1-10-10 5-2-5 4-7-5 0-1-3 Scale 31.18.2 4 10 2x4 4.24 F12 3 8 8 2 1 11 12 13 7 8 3x4= 4x5= 3-5-4 0-0-0 0-0-0 5-2-5 9-10-13 5-2-5 4-8-8 Plate Offsets(X Y): [2:0-3-0,0-0-1] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.27 2-7 >428 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.52 2-7 >221 BCLL 10.0 Rep Stress Incr NO WB 0.25 Horz(TL) -0.01 6 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=240 Weight:40 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-8-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=414/0-4-15,6=355/Mechanical,4=142/Mechanical Max Horz2=413(load case 2) Max Uplift2=-642(load case 2),6=-360(load case 3),4=-295(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=34,2-8=-463,8-9=-485,3-9=-439,3-10=-74,4-10=37,4-5=-3 BOT CHORD 2-11=455,11-12=455,12-13=455,7-13=455,6-7=0 WEBS 3-7=-502 NOTES (5-7) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 642 Ib uplift at joint 2,360 Ib uplift at joint 6 and 295 Ib uplift at joint 4. 4)Special hanger(s)or connection(s)required to support concentrated load(s)102.81b down and 174.01b up at 1-6-12,and 92.51b up at 4-4-12,and 118.91b down and 231.21b up at 7-2-11 on top chord,and 9.41b down and 21.2Ib up at 1-6-12,and 27.1 lb down at 4-4-12,and 54.21b down at 7-2-11 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. 5)Use SIMPSON LS30 to attach CJ1 to HIP GIRDER. 6 7)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54.0,2-6=-30.0 Concentrated Loads(lb) Vert:8=174.0 9=9.3 10=-118.9 11=21.2 12=-14.2 13=-54.2 2)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=108.0,2-3=99.3,3-4=73.7,4-5=37.1 Continued 18Rro3 6622-116.4,2-3=-107.7,3-4=-82.1,4-5=-45.5 Job Truss Truss Type Qty Ply 5-199 MAIN STREET * 0202643 Cil ROOF TRUSS 1 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:02:54 2002 Page 21I LOAD CASE(S)Standard Except: Concentrated Loads(lb) Vert:8=-102.8 9=92.5 10=231.2 11=-9.4 12=-27.1 13=47.1 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=37.1,2-3=73.7,3-4=99.3,4-5=108.0 Horz:1-2=-45.5,2-3=-82.1,3-4=-107.7,4-5=-116.4 Concentrated Loads(lb) Vert:8=-102.8 9=92.5 10=231.2 11=-9.4 12=-27.1 13=-47.1 4)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=108.0,2-3=99.3,3-4=63.4,4-5=26.8 Horz:1-2=-116.4,2-3=-107.7,3-4=-71.8,4-5=-35.2 Concentrated Loads(lb) Vert:8=-102.8 9=92.5 10=231.2 11=-9.4 12=-27.1 13=47.1 f Job Truss Truss Type Qty Ply 5-199 MAIN STREET 0202643 J1 ROOF TRUSS 2 1 (optional � TRUE TRUSS INC.,JACKSONVILLE FL. 322aCb-UiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 168?054 2002 Page 1 -1-4-0 5-0-0 1-4-0 5-0-0 3 Scale=1.13,2 6.00 j 12 d I I 2 1� 1 4 2-5-8 0- - 0-0-0 2.4= 5-0-0 5-0-0 LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.03 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) -0.17 1 >109 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=116/Mechanical,2=298/0-3-8,4=72/Mechanical Max Horz2=293(load case 5) Max Uplift3=-300(load case 5),2=-304(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=33,2-3=42 BOT CHORD 2-4=0 NOTES (4) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFIRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 300 Ib uplift at joint 3 and 304 Ib uplift at joint 2. 4)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job TTruss Truss Type Qty Ply 5-199 MAIN STREET 0202643 J2 ROOF TRUSS 2 1 1-5-8 (optional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Indbs�its,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 2?01 82:55 2002 Page 1 -1-4-0 3-0-0 1-4-0 3-0-0 Scele=l:B.d 6.00 72 2 f 4 1-5-8 0-0-00-0-0 2x4= 3-0-0 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in ((cc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.00 2-4 >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.04 1 >450 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min l/dell=240 Weight:12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No-2D TOP CHORD Sheathed or 3-0-0 cc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS (Ib/size) 3=52/Mechanical,2=224/0-3-8,4=42/Mechanical Max Horz 2=1 86(load case 5) Max Uplift3=-168(load case 5),2=-281(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=33,2-3=-47 BOT CHORD 2-4=0 NOTES (4) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 168 Ib uplift at joint 3 and 281 Ib uplift at joint 2. 4)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 5-199 MAIN STREET } 10202643 In ROOF TRUSS 2 1 0-5-8 optional � TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. %00 s Sep 4 2002 MiTek Industries,Inc. Fri NBv 13:02:55 2002 Pagel 3 -1-4-0 1-0-0 1-4-0 1-0-0 i Scale=,'.5.6 2 6.00T2 i I I 4 0-5-8 0-0-0 2x4= 0-0-0 1-0-0 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) -0.00 2 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.03 1 >638 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-32/Mechanical,2=175/0-3-8,4=14/Mechanical Max Horz 2=1 15(load case 4) Max Uplift3=-32(load case 1),2=-315(load case 4) Max Grav3=100(load case 4),2=175(load case 1),4=14(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=32,2-3=41 BOT CHORD 2-4=0 NOTES (4) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 Ib uplift at joint 3 and 315 Ib uplift at joint 2. 4)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 5-199 MAIN STREET J0202643 J4 ROOFTRUSS 7 1 ` (optional) TRUE TRUSS INC.,J K NVILLE FL,)_o9a26,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 1 �5 2002 Page 1 -11-0 -1-3-12 7-0-0 0-0-4 1-3-12 7-0-0 3 Scale=7:17.3 6.00'i12 2 q -7 43-5-8 0-0-14= 0-0-0 7-0-0 7-0-0 Plate Offsets(X Y): [2:0-1-4,0-1-81 -- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) -0.11 2-4 >776 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.16 2-4 >517 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=-143/Mechanical,3=145/Mechanical,2=556/0-3-8,4=102/Mechanical Max Horz2=420(load case 5) Max Upliftl=-143(load case 1),3=-344(load case 5),2=-810(load case 5) Max Gravl=391(load case 5),3=145(load case 1),2=556(load case 1),4=102(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=90,2-3=50 BOT CHORD 2-4=0 NOTES (4) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 Ib uplift at joint 1,344 Ib uplift at joint 3 and 810 Ib uplift at joint 2. 4)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 15-199 MAIN STREET 0202643 T1 ROOF TRUSS 1 2 (optional) _ TRUE'6 OS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:02:5- 082 Page 1 -1-4-0 4-5-4 i 7-0-0 11-6-14 16-0-0 20-5-2 25-0-0 27-6-12 32-0-0 a3 4-q —i 14-0 4-5-4 2-6-12 4-6-14 4-5-2 4-5-2 4-6-14 2-6-12 4-5-4 14-0 Scale=157.7 4x8= 2x4 I I 3.8= 2x4 11 4x8= 4 5 8 7 8 8.0012 4x5 4x5 3 8 d 2 10 18 17 18 15 14 13 12 111vv' 1 4x12= 7x8= 3x4 3x8= 7x8= 3x8= 3x4= 7x8= d 4.12 3.00 F12 0-0-0 0-0-0 4-3-8 7-0-0 11-6-14 16-0-0 1 20-5-2 25-0-0 27-8-8 1 32-0-0 4-3-8 2-8-8 4-6-14 4-5-2 4-5-2 4-6-14 2-8-8 4-3-8 Plate Offsets(X,Y): [4:0-5-8,0-2-4],[8:0-5-8,0-2-4] [15:0-4-0,0-4-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.72 15 >527 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.73 15 >524 BCLL 10.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.33 10 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft=240 Weight:368 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-15 oc purlins. BOT CHORD 2 X 6 SYP DSS `Except' BOT CHORD Rigid ceiling directly applied or 6-6-5 oc bracing. B22X6SYP SS WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2894/0-3-8,10=2894/0-3-8 Max Horz 2=-1 83(load case 5) Max Uplift2=-2251(load case 4),10=-2251(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=17,2-3=-10872,3-4=-7390,4-5=-8922,5-6=-8922,6-7=-8922,7-8=-8922,8-9=-7390,9-10=-10872,10-11=17 BOT CHORD 2-18=9966,17-18=9341, 16-17=6685,15-16=9648,14-15=9645,13-14=6685,12-13=9341,10-12=9966 WEBS 3-18=2670,3-17=-2986,4-17=1418,4-16=2542,5-16=-512,6-16=-832,6-15=289,6-14=-828,7-14=-512,8-14=2542 ,8-13=1418,9-13=-2987,9-12=2670 NOTES (8) 1)2-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 4)Provide adequate drainage to prevent water ponding. 5)Bearing atjoint(s)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2251 Ib uplift at joint 2 and 2251 Ib uplift at joint 10. 7)Special hanger(s)or connection(s)required to support concentrated load(s)346.51b down and 397.1 lb up at 25-0-0,and 346.51b down and 397.11b up at 7-0-0 on top chord. Design for unspecified connection(s)is delegated to the building designer. 8)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Continued�Al ia�gZ54.0,4-8=-117.6,8-11=-54.0,2-18=-65.3,12-18=-65.3,10-12=-65.3 Job Truss Truss Type Qty Ply 5-199 MAIN STREET 0202643 (T1 ROOF TRUSS 1 2 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:02:56 2002 Page 2 LOAD CASE(S)Standard Concentrated Loads(lb) Vert:4=-346.5 8=-346.5 } Job ITruss Truss Type Qty Ply 5-199 MAIN STREET 0202643 I T10 ROOF TRUSS 1 1 (optional) TRUE WOS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:02:58_082 Page 1 1-4-01 4-5-4 i 8-2-14 i 12-2-4 i 15-0-0 1 17-0-0 1 21-9-13 i 26-7-11 i 32-0-0 33-44 1-4-0 4-5-4 3-9-10 3-11-6 2-9-12 2-0-0 4-9-13 4-9-13 5-4-5 1-4-0 Scale=1:57.7 5x8= 5x5= B 7 2x4 5 3x4 6.00 12 8 5x5 4 4 I d 2.4 11 9 3 qq 2 17 7x12— ( t0 4 I 8x,2 4x8 15 14 13 12 4- 3,00 x53.00 12 2x4 11 3x4= 3x8= 3.4= 0-0-0 0-0-0 4-3-812-2-4 15-0-0 1 17-0-0 24-2-12 32-0-0 4-3-8 7-10-12 2-9-12 2-0-0 7-2-12 7-9-4 Plate Offsets(X,Y): [6:0-6-0,0-2-8],[7:0-2-8,0-2-4j LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) -0.49 16-17 >783 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.70 16-17 >543 BCLL 10.0 Rep Stress Incr YES WB 0.93 Horz(TL) -0.24 10 n/a BCDL 5.0 Code FBC2001 1 st LC LL Min I/defl=240 Weight:200 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-1-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at mid pt 4-17,6-16 REACTIONS (Ib/size) 2=1415/0-3-8,10=1415/0-3-8 Max Horz2=325(load case 4) Max Uplift2=-1548(load case 4),1 0=-1 548(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4606,3-4=-4556,4-5=-2146,5-6=-2152,6-7=-1394,7-8=-1548,8-9=-2151,9-10=-2334,10-11=16 BOT CHORD 2-17=4189,16-17=2463,15-16=42,5-16=-194,14-15=0,13-14=1392,12-13=1746,10-12=2069 WEBS 3-17=-89,4-17=2062,4-16=-688,14-16=1486,6-16=1378,6-14=-430,6-13=6,7-13=504,8-13=-521,8-12=418, 9-12=-211 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1548 Ib uplift at joint 2 and 1548 Ib uplift at joint 10. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION,ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Fjob ;Truss Truss Type --)ty Ply 5-199 MAIN STREET I 0202643 T11 ROOF TRUSS 1 1 (optional) TRUE WOS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:02:5&- 982 Page 1 Fl-4-0, 4-3-8 4-5-4 8-2-14 1 12-2-4 X070 16-0-0 1 19-0-0 25-2-12 32-0-0 1-4-0 4-3-8 0-1-12 3-9-10 3-11-6 0-9-12 3-0-0 3-0-0 6-2-12 6-9-4 1-4-0 Sole=1:57.7 5x5= 3x8= 5x5= 5 6 7 4x5 8.00 12 4 3x4 8 d 2x4 11 3 9 I 2 3.4 II t01�j¢ 18 1 8x12= 5x8= 30 15 14 13 12 11 4x5= 3,00F12— 2x4 11 4x5= 3x8= 20 It 2x4 II 0-0-0 0-0-0 4-3-8 12-2-4 16-0-0 19-0-0 25-2-12 32-0-0 4-3-8 7-10-12 3-9-12 3-0-0 6-2-12 6-9-4 Plate Offsets(X Y): [2:0-3-8,0-1-81,[5:0-2-8,0-2-4],[7:0-3-0,0-2-81,[16:0-2-8,0-2-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.50 17-18 >759 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.55 17-18 >688 BCLL 10.0 Rep Stress Incr YES WB 0.88 Horz(TL) -0.22 9 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Ildefl=240 Weight:190 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-1-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz 2=288(load case 4) Max Uplift2=-1519(load case 4),9=-1519(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-4545,3-4=-4422,4-5=-2173,5-6=-1882,6-7=-1578,7-8=-1833,8-9=-2454,9-10=33 BOT CHORD 2-18=4080,17-18=2511,16-17=2719,15-17=-204,14-15=-208,13-14=-1 31,12-13=1599,11-12=2114,9-11=2114 WEBS 3-18=9,4-18=1835,4-16=-748,6-13=-552,6-12=-53,7-12=497,8-12=-621,8-11=225,14-16=316,5-16=712, 6-16=595,13-16=1824 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=0.0psf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1519 Ib uplift at joint 2 and 1519 Ib uplift at joint 9. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 5-199 MAIN STREET 0202643 T12 ROOF TRUSS 1 1 (optional) TRUE _ �10SS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:02:58 082 Page 1 1-4-0 4-3-8 44-4 7-7-12 11-0-0 12-2-1 16-7-2 21-0-0 26-9-11 32-0-0 33 4-q x- 1-4-0 4-3-8 0-1-12 3-2-8 3-4-4 1-2-4 4-4-14 4-4-14 5-9-11 5-2-5 1-4-0 score=1:57.7 5x5= 2x4 II 3x4= 5x5= 5 6 7 B 5.5 i 6.00F12— 4 2x4 2x4 11 B d 3 A 10 I4 2 17 16 11Ig 6x12= 702= 3x8= 3x4= 14 13 12 4x5= 3.00 Fiff 2x4 11 5x8= 3x4= 0-0-0 0-0-0 4-3-8 1 7-7-12 11-0-0 ?2-2-4 16-7-2 21-0-0 26-9-11 1 32-0-0 4-3-8 3-4-4 3-4-4 1-2-4 4-4-14 4-4-14 5-9-11 5-2-5 Plate Offsets(X Y): [2:0-3-4,0-1-8],15:0-2-8,0-2-41,[8:0-2-8,0-2-41 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.41 16 >937 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.56 10-12 >681 BCLL 10.0 Rep Stress Incr YES WB 0.70 Horz(TL) -0.21 10 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft=240 Weight:188 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-3-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,10=1415/0-3-8 Max Horz2=253(load case 4) Max Uplift2=-1478(load case 4),10=-1477(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4606,3-4=-4554,4-5=-2360,5-6=-2194,6-7=-2194,7-8=-1898,8-9=-1926,9-10=-2238,10-11=16 BOT CHORD 2-17=4189,16-17=2605,15-16=2090,14-15=64,6-15=-137,13-14=0,12-13=1712,10-12=1984 WEBS 3-17=-72,4-17=1926,4-16=-669,5-16=568,5-15=367,13-15=1949,7-15=433,7-13=-547,8-13=298,8-12=350, 9-12=-289 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1478 ib uplift at joint 2 and 1477 Ib uplift at joint 10. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss Type Qty 1 Ply 5-199 MAIN STREET 10202643 T13 ROOF TRUSS 1 1 I o tional TRUE WOOS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:02:58- 082 Page 1 -1-4-01 4-3-8 4-;a-4 9-0-0 12-2-4 1 17-7-2 23-0-0 26-6-5 32-0-0 $3-4-0 1-4-0 4-3-8 0-1-12 4-6-12 3-2-4 5-4-14 5-4-14 3-6-5 5-5-11 1-4-0 Scale=1:57.7 5x5= 2x4 II 3x4= 5x5= 4 5 8 7 8.00 12 3x4 3x4 8 3 a a it �I 2 17 18 7x12 "1 8x8= 101$ 3x4= 3x8 t4 13 12 11 4x5= 3.00 12 2x4 I I 8x8= 3x4= 2x4 11 0-0-0 0-0-0 4-3-8 1 9-0-0 12-2-4 1 17-7-2 23-0-0 1 26-6-5 32-0-0 4-3-8 4-8-8 3-2-4 5-4-14 5-4-14 3-6-5 5-5-11 Plate Offsets(X Y): [2:0-3-4 0-1-8] [4.0-2-8 0-2-4]-[7:0-2-8.0-2-41 -- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.46 15 >833 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.43 13-14 >895 BCLL 10.0 Rep Stress Incr YES WB 0.75 Horz(TL) -0.23 9 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:178 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 2-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-3-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 13-15 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz 2=217(load case 4) Max Uplift2=-1434(load case 4),9=-1434(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4606,3-4=-2704,4-5=-2811,5-6=-2811,6-7=-2294,7-8=-2101,8-9=-2399,9-10=16 BOT CHORD 2-17=4189,16-17=3931,15-16=2394,14-15=79,5-15=-225,13-14=0,12-13=1867,11-12=2127,9-11=2127 WEBS 3-17=1154,3-16=-1575,4-16=550,4-15=608,13-15=2335,6-15=623,6-13=-633,7-13=558,7-12=339,8-12=-323, 8-11=131 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category ll;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1434 Ib uplift at joint 2 and 1434 Ib uplift at joint 9. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job TrussTruss Type Qty Ply 5-199 MAIN STREET 0202643 T14 ROOF TRUSS 1 12 optional) TRUE MOSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:02:58_082 Page 1 1-4-0, 4-3-8 4-�- 7-0-0 1 12-2-4 16-6-1 20-8-3 25-0-0 28-0-12 32-0-0 P-4-q 1-4-0 4-3-8 0-1-12 5-2-4 4-3-13 4-2-1 4-3-13 3-0-12 3-11-4 1-4-0 Scale=1573 2-6-12 5x5= 5z8= 4.5= 3x4= 54= 4 5 6 7 8 6.00 12 4x5 2x4 Zi 3 B � a �s a ,o � 2 17 16 7.19 7x8= 4x12 3x8— 14 13 12 4x5= 3.00,2 2x4 11 6x8= 3x8 0-0-0 0-0-0 2-10-13 4-3-8 7-0-0 12-2-4 16-6-1 20-8-3 25-0-0 28-0-12 32-0-0 2-10-13 1-4-11 2-8-8 5-2-4 4-3-13 4-2-1 4-3-13 3-0-12 3-11-4 Plate Offsets(X Y): [4:0-2-8,0-2-4],[8:0-2-8,0-2-4],[150-8-0 0-5-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.65 15 >584 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -0.68 12-13 >556 BCLL 10.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.26 10 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:359 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-0 oc purlins. BOT CHORD 2 X 6 SYP DSS 'Except- BOT CHORD Rigid ceiling directly applied or 5-11-13 oc bracing. B4 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 'Except' W6 2 X 4 SYP No.2D REACTIONS (Ib/size) 2=2894/0-3-8,10=2894/0-3-8 Max Horz 2=-1 83(load case 5) Max Uplift2=-2251(load case 4),10=-2251(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=17,2-3=-10872,3-4=-7390,4-5=-6754,5-6=-10398,6-7=-6702,7-8=-4581,8-9=-5204,9-10=-5316,10-11=16 BOT CHORD 2-17=9966,16-17=9341,15-16=10414,14-15=134,5-15=1163,13-14=0,12-13=6010,10-12=4700 WEBS 3-17=2670,3-16=-2986,4-16=2582,5-16=-4026,13-15=7071,6-15=4189,6-13=-2449,7-13=924,8-12=1643, 9-12=-64,7-12=-1804 NOTES (8) 1)2-ply truss to be connected together with 1 Od Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 4)Provide adequate drainage to prevent water ponding. 5)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2251 Ib uplift at joint 2 and 2251 Ib uplift at joint 10. 7)Special hanger(s)or connection(s)required to support concentrated load(s)346.51b down and 397.1 Ib up at 25-0-0,and 346.51b down and 397.1 lb up at 7-0-0 on top chord. Design for unspecified connection(s)is delegated to the building designer. 8)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Continued on page 2 1 Job Truss Truss Type Qty Ply 5-199 MAIN STREET 0202643 T14 ROOF TRUSS j 12 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri NOV 22 13:02:59 2002 Page 2 LOAD CASE(S) Uniform Loads(plf) Vert:1-4=-54.0,4-8=-117.6,8-11=-54.0,2-17=-65.3,15-17=-65.3,10-14=-65.3 Concentrated Loads(lb) Vert:4=-346.5 8=-346.5 2)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=49.5,2-4=40.9,4-8=172.2,8-10=67.1,10-11=30.5,2-17=-11.8,15-17=-11.8,10-14=-11.8 Horz:1-2=-57.9,2-4=-49.3,8-10=75.5,10-11=38.9 Drag:4-5=-0.3,7-8=0.4 Concentrated Loads(lb) Vert:4=397.1 8=397.1 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=30.5,2-4=67.1,4-8=172.2,8-10=40.9,10-11=49.5,2-17=-11.8,15-17=-11.8,10-14=-11.8 Horz:1-2=-38.9,2-4=-75.5,8-10=49.3,10-11=57.9 Drag:4-5=-0.3,7-8=0.4 Concentrated Loads(lb) Vert:4=397.1 8=397.1 4)MWFRS 1st Wind Parallel:Lumber increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=108.0,2-4=99.3,4-8=136.3,8-10=63.4,10-11=26.8,2-17=-11.8,15-17=-11.8,10-14=-11.8 Horz:1-2=-116.4,2-4=-107.7,8-10=71.8,10-11=35.2 Drag:4-5=-0.2,7-8=0.3 Concentrated Loads(Ib) Vert:4=397.1 8=397.1 5)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=26.8,2-4=63.4,4-8=136.3,8-10=99.3,10-11=108.0,2-17=-11.8,15-17=-11.8,10-14=-11.8 Horz:1-2=-35.2,2-4=-71.8,8-10=107.7,10-11=116.4 Drag:4-5=-0.2,7-8=0.3 Concentrated Loads(lb) Vert:4=397.1 8=397.1 6)1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=54.0,4-8=-117.6,8-11=-14.0,2-17=-65.3,15-17=-65.3,10-14=-65.3 Concentrated Loads(lb) Vert.4=-346.5 8=-346.5 7)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-14.0,4-8=-117.6,8-11=-54.0,2-17=-65.3,15-17=-65.3,10-14=-65.3 Concentrated Loads(lb) Vert:4=-346.5 8=-346.5 Job Truss Truss Type Qty Ply 5-199 MAIN STREET 0202643 T2 ROOF TRUSS 1 1 (optional) TRUE W&S INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:02:58.02 Page 1 1-4-0 4-3-8 4-�-4 9-0-0 13-8-0 18-4-0 23-0-0 27-6-12 27T$-8 32-0-0 3 1-4-0 4-3-8 0-1-12 4-6-12 4-8-0 4-8-0 4-8-0 4-6-12 0-1-12 4-3-8 1-4-0 Scale=1'.57.7 5x5= 3x4= 3x4= 5x5= 4 5 8 7 6.00112 3x4 3x4 B d 3 d I 2 e I4 15 14 13 12 11 1018 1 6x8= 3x8= 5x5= 3x8= 8x8= 34= 3x8= 3.00 12 0-0-0 0-0-0 4-3-8 9-0-0 16-0-0 23-0-0 27-8-8 1 32-0-0 4-3-8 4=8-8 7-0-0 7-0-0 4-8-8 4-3-8 Plate Offsets(X Y): [2:0-3-4,0-1-81,[4:0-2-8,0-2-41,[7:0-2-8 0-2-4] (9 0-3-4,0-1-81,[13:0-2-8,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.58 13 >655 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.61 12-13 >626 BCLL 10.0 Rep Stress Incr YES WB 0.69 Horz(TL) -0.37 9 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:158 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-3-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz2=-215(load case 5) Max Uplift2=-1434(load case 4),9=-1434(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4606,3-4=-2659,4-5=-2415,5-6=-2928,6-7=-2415,7-8=-2659,8-9=4606,9-10=16 BOT CHORD 2-15=4189,14-15=3931,13-14=2861,12-13=2861,11-12=3931,9-11=4189 WEBS 3-15=1159,3-14=-1609,4-14=940,5-14=-567,5-13=123,6-13=123,6-12=-567,7-12=940,8-12=-1609,8-11=1159 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing atjoint(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1434 Ib uplift at joint 2 and 1434 Ib uplift at joint 9. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 5-199 MAIN STREET 10202643 T3 ROOF TRUSS 1 1 (optional) TRUE W&S INC.,JACKSONVILLE FL. 32226,Mt I ek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:03:08- 082 Page 1 r1-4-Q 4-3-8 4-1-4 7-7-12 1 11-0-0 16-0-0 1 21-0-0 24-4-4 27-6-12 2773-8 32-0-0 33-4-0 1-4-0 4-3-8 0-1-12 3-2-8 3-4-4 5-0-0 5-0-0 3-4-4 3-2-8 0-1-12 4-3-8 1-4-0 Scale�t57 7 48= 2x4 11 4.8= 5 8 7 45 9 4x5 6.00 12 8 4 2x4 II 214 11 d B 3 2 10 18 15 14 13 121 I" 1 8x12= 30= 5x8= 3x4= 8x12 3x8% 3x8 3.00 12 0-0-0 0-OA 4-3-8 11-0-0 16-0-0 21-0-0 27-8-8 32-0-0 4-3-8 6-8-8 5-0-0 5-0-0 6-8-8 4-3-8 Plate Offsets(X Y)' (20-3 4 0-1-8] [5'0-5-8 0-2-4] [T0-5-8 0 2 4] (10'0-3 4 0-14] [14:0-4-0 0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.49 14 >771 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.53 12-13 >721 BCLL 10.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.33 10 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:169 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-3-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=141510-3-8,10=1415/0-3-6 Max Horz 2=-251(load case 5) Max Uptift2=-1478(load case 4),10=-1478(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4606,3-4=-4554,4-5=-2321,5-6=-2320,6-7=-2315,7-8=-2321,8-9=-4554,9-10=-4606,10-11=16 BOT CHORD 2-16=4189,15-16=2605,14-15=2093,13-14=2093,12-13=2605,10-12=4189 WEBS 3-16=-72,4-16=1929,4-15=-686,5-15=611,5-14=304,6-14=-262,7-14=302,7-13=608,8-13=-686,8-12=1929, 9-12=-72 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1478 Ib uplift at joint 2 and 1478 Ib uplift at joint 10. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Truss Truss Type Qty Ply 5-199 MAIN STREET "'�020:2643 T4 ROOF TRUSS 1 1 o tional TRUE JOSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:03:08- 082 Page 1 1-4-0 4-5-4 1 8-7-12 13-0-0 19-0-0 2344 27-6-12 32-0-0 3 4-54 4-2-8 4-44 6-0-0 44-4 4-2-8 4-5-4 1-4-0 Scale=1:57.7 48= 5x5= 5 e 5x5 5x5 6.00 12 4 7 d 2x4 11 2x4 11 3 8 2 9 14 1 1 4 12 11 $11 6x12= 3x4- 5x6=. 8x12= 10Im' 4x8 3.00 12 3x8 0-0-0 4-3-8 13-0-0 19-0-0 27-8-8 32-0-0 4-3-8 8-8-8 6-0-0 8-8-8 4-3-8 Plate Offsets X,Y: 5:0-5-8 0-2-4 6:0-2-8 0-2-4 9:0-3-4 0-1-8 12:0-4-0 0-3-0 -- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0.96 Vert(LL) 0.52 13 >730 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.70 13-14 >547 BCLL 10.0 Rep Stress Incr YES WB 0.95 Horz(TL) -0.35 9 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:166 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-2-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14,7-11 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz2=-287(load case 5) Max Uplift2=-1516(load case 4),9=-1516(load case 5) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=16,2-3=-4606,3-4=-4557,4-5=-2037,5-6=-1837,6-7=-2039,7-8=-4557,8-9=-4606,9-10=16 BOT CHORD 2-14=4189,13-14=2376,12-13=1837, 11-12=2376,9-11=4189 WEBS 3-14=-101,4-14=2146,4-13=-694,5-13=635,5-12=-0,6-12=636,7-12=-694,7-11=2146,8-11=-101 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1516 Ib uplift at joint 2 and 1516 Ib uplift at joint 9. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss Type 1 Qty Ply 5 199 MAIN STREET 0202643 T5 ROOF TRUSS 1 t (optional) TRUE W1 S INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek industries,Inc. Fri Nov 22 13:03:01 8 O Page 1 -1-4-0 4-4-7 i 7-10-15 11-5-8 15-0-0 1 17-0-0 20-6-8 24-1-1 27-7-9 32-0-0 R3-4.9 1-4-0 4-4-7 3-6-8 3-6-8 3-6-8 2-0-0 3-6-8 3-6-8 3-6-8 4-4-7 1-4-0 SmIe=ton 5x5= 5x5= 6 7 3.4 i 2x4 II 5 8 8.00 12 3. 3x4 4 B 2X4 15 2x4 5 3 5x8= 10 16 14 3.4: 3x8 2 17 13 11 3x4 s 30012 3x4 0 12,a 1 4x8= 3x8 0-0-0 0-0-0 5-10-10 1111-5-8 16-0-0 20-6-8 26-1-6 32-0-0 5-10-10 5-6-14 4-6-8 4-6-8 5-6-14 5-10-10 Plate Offsets(X Y): [6:0-2-§,q-_2-_4 [7'0-2-8 0-2-41 ll.-O-3-8,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0.74 15 >515 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.71 14-15 >534 BCLL 10.0 Rep Stress Incr YES WB 0.84 Horz(TL) -0.54 11 n/a BCDL 5.0 Code FBC2001 1st LC LL Min Ildefl=240 Weight:165 ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-1-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,11=1415/0-3-8 Max Horz2=-323(load case 5) Max Uplift2=-1548(load case 4),11=-1548(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4517,3-4=-4370,4-5=-3647,5-6=-2903,6-7=-2913,7-8=-3650,8-9=-3647,9-10=-4370,10-11=-4517, 11-12=16 BOT CHORD 2-17=4105,16-17=3808,15-16=3362,14-15=2790,13-14=3808,11-13=4105 WEBS 3-17=-81,4-17=347,4-16=-457,5-16=406,5-15=-721,6-15=1197,7-15=773,7-14=929,8-14=-199,9-14=-457, 9-13=347,10-13=-81 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing atjoint(s)2,11 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1548 Ib uplift at joint 2 and 1548 Ib uplift at joint 11. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard lJob Truss Truss Type Qty Ply 5-199 MAIN STREET 10202643 T6 ROOF TRUSS 7 1 �otional) TRUE 10SS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:03:01 8Q%Page 1 1-4-0 4-7-7 8-4-15 12-2-8 16-0-0 1 19-9-8 23-7-1 27-4-9 32-0-033-4-0 1-4-0 4-7-7 3-9-8 3-9-8 3-9-8 3-9-8 3-9-8 3-9-8 4-7-7 1-4-0 Scale-1-.57.0 05 e 3x4 3x4 5 7 8.00 12 3x4 5 3x4 4 8 2x4 4 2x4 3 5x8= 9 15 13 3x4% 3x4 2 18 12 3x4; .00 0 1 3 12 3x4 11 Ti 4x8 4x8 0-0-0 0'0-0 5-10-10 10-11-5 1 16-0-0 21-0-11 1 26-1-6 32-0-0 5-10-10 5-0-11 5-0-11 5-0-11 5-0-11 5-10-10 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.91 Vert(LL) 0.77 14 >492 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.73 14-15 >520 BCLL 10.0 Rep Stress Incr YES WB 0.76 Horz(TL) -0.56 10 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/def!=240 Weight:159 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-5 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 3-0-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,10=1415/0-3-8 Max Hoa 2=341(load case 4) Max Uplift2=-1562(load case 4),1 0=-1 562(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4520,3-4=-4367,4-5=-3696,5-6=-2874,6-7=-2874,7-8=-3696,8-9=-4367,9-10=-4520,10-11=16 BOT CHORD 2-16=4111,15-16=3752,14-15=3225,13-14=3225,12-13=3752,10-12=4111 WEBS 3-16=-96,4-16=400,4-15=-393,5-15=519,5-14=-646,6-14=2366,7-14=-646,7-13=519,8-13=-393,8-12=400, 9-12=-96 NOTES (5) 1)Unbalanced roof live loads have been considered for this design, 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1562 Ib uplift at joint 2 and 1562 Ib uplift at joint 10. 5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.1F HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss TypeOty Py 5-199 MAIN STREET 10202643 T7 ROOF TRUSS 2 1 (optional) TRUE WOSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek IndustripMw. Fri Nov 22 13:03:02 2002 Page 1 1-4-0; 5-10-10 10-11-5 16-0-0 20-10-4 25-8-8 28-7-0 32-0-0 33-4-0 1-4-0 5-10-10 5-0-11 5-0-11 4-10-4 4-10-4 2-10-8 3-5-0 1-40 S.tl =1'.57 0 05= 5 3x4 4.8 4 6 6.00 12 3x4 G 20 3 13 5.8= yob e iry 14 3x4 2 15 4.12 12 0 1 2x4 II 3.00 121oI a 3x4= 05% 11 3x8= 0-0-0 0-0-0 5-10-10 + 10-11-5 16-0-0 25-8-8 26rg0 32-0-0 5-10-10 5-0-11 5-0-11 9-8-8 0-3-8 6-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) [/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.40 14-15 >773 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) 0.42 10 >40 BCLL 10.0 Rep Stress Incr YES WB 0.78 Horz(TL) -0.20 11 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=240 Weight:161 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 3-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 3-5-4 oc bracing. B3 2 X 6 SYP DSS WEBS 1 Row at midpt 6-12 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1089/0-3-8,11=1745/0-3-8 Max Horz 2=342(load case 4) Max Uplift2=-1284(load case 4),11=-2230(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-3253,3-4=-2434,4-5=-1582,5-6=-1576,6-7=1088,7-8=731,8-9=578,9-10=32 BOT CHORD 2-15=2928,14-15=2924,13-14=2212,12-13=991,11-12=-1578,7-12=117,9-11=-470 WEBS 3-15=167,3-14=-696,4-14=348,4-13=-798,5-13=1077,6-13=456,6-12=2404,8-11=-162 NOTES (5) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category ll;exposure C; partially;MWFRS gable end zone;cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1284 Ib uplift at joint 2 and 2230 Ib uplift at joint 11. 5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard L Truss Truss Type Qty Ply 5-199 MAIN STREET I2643 T8 ROOF TRUSS 3 1 (optional) TRUE TRUSS INC.,JAGV8S t VILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industrie. Fri Nov 22 13:03:02 2002 Page 1 1 1-4-0 4-3-8 10-1-12 16-0-0 20-10-4 25-8-8 28-7-0 32-0-0 33-4- 1-4-0 4-3-8 5-10-4 5-10-4 4-10-4 4-10-4 2-10-8 3-5-0 1-4-0 S.W=157.0 5x5= 5 4x8 3x4 6 6.00 F12 4 2x4 II 5.5 7 13 3 5x8= 2x4 i 8 14 '- 45 c A 2 15 0 3.00712 8x8 12 8 1 3.4= t Ola 18 3x4= 11 3x4 11 3x8= 0-0-0 0-0-0 4-0-0 4-,38 10-1-12 16-0-0 25-8-8 26-9-0 32-0-0 4-0-0 0-3-8 5-10-4 5-10-4 9-8-8 0-3-8 6-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.47 9 >156 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) 0.52 10 >32 BCLL 10.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.23 11 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:164 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. B5 2 X 6 SYP DSS WEBS 1 Row at midpt 3-14,6-12 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 16=1295/0-3-8,11=1544/0-3-8 Max Horz 16=-342(load case 5) Max Upliftl6=-1724(load case 4),l l=-2077(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=32,2-3=573,3-4=-1254,4-5=-1060,5-6=-1041,6-7=1140,7-8=731,8-9=579,9-10=32 BOT CHORD 2-16=-444,15-16=-1260,3-15=-991,14-15=-643,13-14=1111,12-13=633,11-12=-1380,7-12=-94,9-11=-471 WEBS 3-14=1650,4-14=-189,4-13=-170,5-13=577,6-13=318,6-12=-2005,8-11=-158 NOTES (4) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1724 Ib uplift at joint 16 and 2077 Ib uplift at joint 11. 4)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 5-199 MAIN STREET --� 10202643 T9 ROOF TRUSS 4 1 o tionaI TRUE MOSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:03:03 80 Page 1 1-4-0 4-3-8 4-5-4 8-2-14 12-2-4 1 16-0-021-1-13 1 26-3-11 32-0-0 33-4-meq 1-4-0 4-3-8 0-1-12 3-9-10 3-11-6 3-9-12 5-1-13 5-1-13 5-8-5 1-4-0 Scale=1:57.0 5.8= 8 2x4 II 5 3x4 6.00 12 7 5.5 4 3x4 2x4 II 8 3 2 6 Bz12— B qq 1 6x12= 10]a 4 4x8= 14 13 12 11 45= 3.00 12 2x4 11 4x8= 3x4= 2.4 11 0-0-0 0-0-0 4-3-8 12-2-4 1 16-0-0 21-1-13 1 26-3-11 1 32-0-0 4-3-8 7-10-12 3-9-12 5-1-13 5-1-13 5-8-5 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) -0.49 15-16 >784 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.70 15-16 >543 BCLL 10.0 Rep Stress Incr YES WB 0.71 Horz(TL) -0.24 9 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:189 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 2-10-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-0-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-16,6-15 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz 2=342(load case 4) Max Uplift2=-1562(load case 4),9=-1562(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4606,3-4=-4556,4-5=-2146,5-6=-2146,6-7=-1468,7-8=-1933,8-9=-2382,9-10=16 BOT CHORD 2-16=4189,15-16=2463,14-15=55,5-15=-209,13-14=0,12-13=1729,11-12=2113,9-11=2113 WEBS 3-16=-89,4-16=2062,4-15=-688,13-15=1361,6-15=1313,6-13=214,7-13=-605,7-12=370,8-12=-440,8-11=161 NOTES (5) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1562 Ib uplift at joint 2 and 1562 Ib uplift at joint 9. 5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss Type Qty Py '5 199 5-199 MAIN STREET 0202643 VCJ2 ROOF TRUSS 3 1 o tional TRUE TRUSS INC.,JACKSq%LE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:03:03 200 - 1 -1-10-10 3-5-4 5-10-9 9-9-5 9-10-13 1-10-10 3-5-4 2-5-6 3-10-11 0-1-8 Scale=1:18.9 4 I 3x4 3 n Id 4.24 12 B 1 I I 12 7 5 5 55x5= 3x4- 2 11 1 3x8 c 10 2.12 F12 1-0-0 0-0-0 3-5-15 3-5-4 6-0-1 9-10-0 9-1Q-13 3-5-4 2-6-13 3-9-15 0-0-13 Plate Offsets(X Yp [2:0-2-12,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deftTGRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.11 2-8 >999TillioES 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.13 1 >189 BCLL 10.0 Rep Stress Incr NO WB 0.37 Horz(TL) -0.03 B n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=240 Weight:40 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=66/Mechanical,2=514/0-1-8,6=322/Mechanical Max Horz 2=420(load case 2) Max Uplift4=-153(load case 5),2=-747(load case 2),6=-465(load case 2) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=30,2-9=1006,3-9=-927,3-4=-44 BOT CHORD 2-10=899,10-11=904,8-11=923,8-12=851,7-12=851,6-7=0,5-6=0 WEBS 3-8=336,3-7=-902 NOTES (7-9) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 153 Ib uplift at joint 4,747 Ib uplift at joint 2 and 465 Ib uplift at joint 6. 6)Special hanger(s)or connection(s)required to support concentrated load(s)182.31b up at 4-4-0 on top chord,and 15.Olb up at 1-6-1,and 15.81b down at 4-4-0,and 27.1 lb up at 7-1-15 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. 7)Use SIMPSON LS30 to attach VCJ2 to HIP GIRDER @ JOINT#6. 8) 9)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14=54.0,2-8=30.0,5-8=30.0 Concentrated Loads(lb) Vert:9=3.4 10=15.0 11=-15.8 12=27.1 Job Truss Truss Type Qty Ply 5-199 MAIN STREET 102026,43 VJ4 ROOF TRUSS 13 1 (optional) TRUE TRUSS INC.,JACKSONVILLEa32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 2 :04 2002 Page 1 -1-4-0 4-5-4 + 6-11-11 7-p-0 1-4-0 4-5-4 2-6-7 40- - Scale=117.0 3x4 3 d 6.OD 12 8 5 7 6.5= 3.4= 2 3.00 3x4= 1 3-5-5 0- 1-0-0 4-3-8 7-0-0 4-3-8 2-8-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.02 2-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.05 1 >394 BCLL 10.0 Rep Stress Incr YES WB 0.16 Horz(TL) -0.01 5 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:30 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-7-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=44/Mechanical,2=37810-3-8,5=230/Mechanical Max Horz 2=409(load case 4) Max Uplift4=-105(load case 5),2=-430(load case 4),5=-277(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-513,3-4=-40 BOT CHORD 2-7=428,6-7=378,5-6=0 WEBS 3-7=223,3-6=-432 NOTES (5) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 Ib uplift at joint 4,430 Ib uplift at joint 2 and 277 Ib uplift at joint 5. 5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 5-199 MAIN STREET 10202643 I VJ5 ROOF TRUSS 6 1 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 36C�MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22i1.83:04 2002 Page 1 -1-4-0 5-0-0 i 3 1-4-0 5-0-0 IScale=t 13.2 d 6.00 j 12 d 4 5 3x4= g 2 3.00 12 3x4 1 2-5-8 0_ _ 1-0-0 4-3-8 5-0-0 4-3-8 0-8-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.02 2-5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.11 1 >176 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=240 Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 3=119/Mechanical,2=357/0-3-8,4=10/Mechanical Max Horz 3=1 24(load case 4),2=283(load case 1),4=-289(load case 1) Max Uplift3=-213(load case 4),2=-429(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=48 BOT CHORD 2-5=-310,4-5=-289 NOTES (6) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category Il;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 213 Ib uplift at joint 3 and 429 Ib uplift at joint 2. 5)Non Standard bearing condition. Review required. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 5-199 MAIN STREET 0202643 �VJ6 ROOF TRUSS 6 1 (optional) 1-5-8 TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek lVieties,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov(?7-1103:04 2002 Page 1 -1-4-0 3-0-0 1-4-0 3-0-0 Scale=1A4 6.00 j 12 z 1 4 a 3.00 Fi2 3x4 1 1-5-8 0-0-0 0-7-12 3-0-0 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.00 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.04 1 >465 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=240 Weight:12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=52/Mechanical,2=224/0-3-8,4=42/Mechanical Max Horz2=186(load case 5) Max Uplift3=-170(load case 5),2=-279(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-48 BOT CHORD 2-4=8 NOTES (5) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category ll;exposure C; parbally;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 170 Ib uplift at joint 3 and 279 Ib uplift at joint 2. 5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss Type Qty 7(Co -199 MAIN STREET 0-1-12 0202643 VJ7 ROOF TRUSS 6 tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 0�(�0 s Sep 4 2002 MiTek Industries,Inc. Fria1gv822 13:03:05 2002 Page 1 3 -1-4-0 1-0-0 1-4-0 1-0-0 1 Scale=1.5.6 2 6.00 12 o d 30; 3.00 12 4 5 1 0-1-12 0-0-0 0-5-8 0-11-2 1 0 p 0-11-2 0-0-14 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.00 2 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.03 1 >658 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=240 Weight:6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 3=-32/Mechanical,2=173/0-3-8,5=19/Mechanical Max Horz 2=1 12(load case 4) Max Uplift3=-32(load case 5),2=-308(load case 4) Max Grav3=93(load case 4),2=173(load case 1),5=19(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30,2-3=-44 BOT CHORD 2-5=3,4-5=-1 NOTES (5) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category ll;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 Ib uplift at joint 3 and 308 Ib uplift at joint 2. 5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard t ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83,6 The higher the score,the more efficient the home. KEVIN BENNETT. , , , 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:28.2 kBtu/hr _ 3. Number of units,if nualti-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 4 _ b.N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area(f') 1484 ft= c. N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 ft' - 13. Heating systems b. Clear-double pane 157.0 ft= - a, Electric Heat Pump Cap:29.0 kBtu/hr _ C. 'I'ilwother SCM KIC-single pane 0.0 ft= _ HSPF:7.20 _ d. Tint./other SC/S]IGC-double pane 0.0 itz b.N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 197.0(p)ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1023.0 ft= _ EF:0.86 _ b. Franc,Wood,Adjacent R=11.0,358.0 f1= _ b.N/A _ c. N'A _ N"'A _ c. Conservation credits _ e. N,A (HR-Heat recovery,Solar « 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1505.0 W _ 15. HVAC credits _ b. Under Attic R=19.0, 122.0 R2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11., Ducts _ PT-Programmable Thennostat, a. Sup:Unc. Rct:Unc. All:Garage Sup.R=6.0, 1.0 R _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZAI-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) yo�zx>3 S7. in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature:? C Date: f:; Address of New Home: IIAA721 �_ City/FL Zip: ,47Ze*A,17;t'C �� l�COD WE UCS *N07T': The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStJiiV designation), your home may qualify for energy efficiency mortgage (EEM)incentives if you obtain a Florida Energy Gauge Rating. Contac•!the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For inform ation.about Florida's Energy Efciency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRCNA-200) r FOR11,1 6300A-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CON$TRUCTION Florida Department of Commdhity Affairs Residential Whole Building Performance Method A Pi-ojecl Narne: I I I,.,IS Builder: QUALITY REMODELING AN Address: Permilting Office: City' I Permit Number: Owner: KEVIN BENNETT Jurisdiction Number: Climate Zone: North I. New construction or existing New 12. Cooling systems 2. Single family or multi-family Single family a. Central Unit Cap:28.2 kBtu/hr - 3. Number of units,if multi-fanlily I SEER: 10.00 - 4. Number of Bcdjokmis 4 1). N/A 5. Is this a worst C:1sC7 Yes 6. Conditioned floor area(11F) 1.194 112 c. N/A 7. (31:;s.s area&t ,�'vj) a. Clear-single Palle 0.0117 13. Healing systems b. Clear-double pane 157.0 W a. Electric Heat Pump Cap:29.0 kBila/hr C 'rilli."Olher SC/SIK'jC-sill,_)IQ pane HSPF:7.20 1 0.0 f12 d. Tnit/other SC/S1 IGC-double pane 0.0 W b.N/A 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 197.0(p)ft c. N/A b.N/A C. ;:'i, 14, 1 lol water systems 9. W 11 types 0. Electric Rk;sjs1;ll1Cc Cap:50.0 gallons a. Fl-11:11C.'Wood, FXloiiol R%11.0. 1023.0 112 EF:0.96 b. Fianic, WocxI,Ad.iaccnl R-11.0.358.0 W b. N/A c. N/A d. N/A c. Conservation credits c. N,A (HR-licat recovery.Solar 10. ceiling types D1111-Dedicated beat pump) a. Under Attic R=30.0, 1505.0 W 15. HVAC credits b. Under Attic R=19.0, 1210 ft2 (Cl--Ceiling fan,CV-Cross ventilation, c. N A [IF-Whole hook;Can, 11. J)LlctN PT-Progrannnable Thermostat, a. Sup:Unc, Ret:Unc. AH:Garage Sup. V6.0' 1.0 11 RB-Attic radiant barrier, W-C-Multizone cooling, W-11-Multizone heating) Glass/Floor Area: 0.11 Total as-built points: 22569.00 PASS Total base points: 23804.00 I hereby certify that the plans and specifications covered r Review of the plans and HE Sr 4 by this calculation are in compliance with1he Florida specifications covered by this 4 0 Energy Code, calculation indicates compliance PREPARED BY:, � with the Florida Energy Code. . ii�" _4; Before construction is completed DATE: this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida En y Code. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: L EnergyGaugeO (Version: FLRCNA-200) a � FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 1484.0 33.05 8829.6 Double,Clear NE 1.0 7.0 20.0 28.72 0.98 565.7 Double,Clear E 1.0 7.0 5.0 40.22 0.98 197.5 Double,Clear S 1.0 7.0 5.0 34.50 0.97 166.8 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SE 1.0 4.0 6.0 40.86 0.88 216.6 Double,Clear SE 1.0 7.0 15.0 40.86 0.98 601.2 Double,Clear NW 1.0 3.0 5.0 25.46 0.87 111.3 Double,Clear NW 1.0 6.0 20.0 25.46 0.97 496.1 Double,Clear NW 6.0 7.0 36.0 25.46 0.66 608.5 As-Built Total: 157.0 4630.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 358.0 0.7 250.6 Frame,Wood,Exterior 11.0 1023.0 1.70 1739.1 Exterior 1023.0 1.70 1739.1 Frame,Wood,Adjacent 11.0 358.0 0.70 250.6 Base Total: 1381.0 1989.7 As-Built Total: 1381.0 1989.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 165.2 As-Built Total: 38.0 125.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1488.0 0.60 892.8 Under Attic 30.0 1505.0 0.60 903.0 Under Attic 19.0 122.0 1.10 134.2 Base Total: 1488.0 892.8 As-Built Total: 1627.0 1037.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 197.0(p) -37.0 -7289.0 Slab-On-Grade Edge Insulation 0.0 197.0(p) 41.20 -8116.4 Raised 0.0 0.00 0.0 Base Total: -7289.0 As-Built Total: -8116.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 1484.0 10.21 15151.6 1484.0 10.21 15151.6 EnergyGaugeG DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 19739.9 Summer As-Built Points: 14817.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 14817.5 1.000 1.047 0.341 1.000 5294.9 19739.9 0.3573 7053.1 14817.5 1.00 1.047 0.341 1.000 5294.9 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1484.0 9.76 2608A Double,Clear NE 1.0 7.0 20.0 13.40 1.00 267.8 Double,Clear E 1.0 7.0 5.0 9.09 1.01 46.0 Double,Clear S 1.0 7.0 5.0 4.03 1.01 20.3 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SE 1.0 4.0 6.0 5.33 1.10 35.1 Double,Clear SE 1.0 7.0 15.0 5.33 1.03 82.0 Double,Clear NW 1.0 3.0 5.0 14.03 1.01 70.6 Double,Clear NW 1.0 6.0 20.0 14.03 1.00 280.6 Double,Clear NW 6.0 7.0 36.0 14.03 1.02 516.4 As-Built Total: 157.0 1648.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 358.0 3.6 1288.8 Frame,Wood,Exterior 11.0 1023.0 3.70 3785.1 Exterior 1023.0 3.70 3785.1 Frame,Wood,Adjacent 11.0 358.0 3.60 1288.8 Base Total: 1381.0 5073.9 As-Built Total: 1381.0 5073.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0 Base Total: 38.0 453.0 As-Built Total: 38.0 375.0 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1488.0 1.20 1785.6 Under Attic 30.0 1505.0 1.20 1806.0 Under Attic 19.0 122.0 2.00 244.0 Base Total: 1488.0 1785.6 As-Built Total: 1627.0 2050.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 197.0(p) 8.9 1753.3 Slab-On-Grade Edge Insulation 0.0 197.0(p) 18.80 3703.6 Raised 0.0 0.00 0.0 Base Total: 1753.3 As-Built Total: 3703.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1484.0 -0.59 -875.6 1484.0 -0.59 -875.6 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 10798.6 Winter As-Built Points: 11975.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 11975.1 1.000 1.064 0.474 1.000 6034.5 10798.6 0.5340 5766.5 11975.1 1.00 1.064 0.474 1.000 6034.5 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details LNDDRESS: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 50.0 0.86 4 1.00 2809.86 1.00 11239.4 As-Built Total: 11239.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7053.1 5766.5 10984.0 23803.5 5294.9 6034.5 11239.4 22568.9 PASS 4�Tia Sr4 y EnergyGaugeT"DCA Form 600A-97 EnergyGaugeO/FIaREV97 FLRCNA-200 t FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1 A Maximum:.3 cfm/sq.ft.window area;.5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windowsidoors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2'clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned spacetested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit —___- breaker(electric)or cutoff(gas)must be provided External or built-in heat trap required. Swimming Pools&Spas 1612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically Iattached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls Frame R-11 or CBS R-3 both sides. Common ceiling&Doors R-11. EnergyGaugeT"'DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 RIGHT-J LOAD AND EQUIPMENT SUMMARY Filename: Base.bld 12/1/00 For: QUALITY REMODELING AND FRAMING (KEVIN BENNETT) By: AIR FLOW DESIGNS 5615 ST.AUGUSTINE RD. JACKSONVILLE FL 32207 (904) 398-0831 Job# Wthr Jacksonville_AP FL Zone Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 Deg F Outside db: 97 Deg F Inside db: 72 Deg F Inside db: 78 Deg F Design TD: 40 Deg F Design TD: 19 Deg F Daily Range M Rel.Hum. : 55 % Grains Water 37 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg.Heat Loss 31482 Btuh Structure 17667 Btuh Ventilation Air 262 CFM Ventilation 2278 Btuh Vent Air Loss 11528 Btuh Design Temp. Swing 3.0 Deg F Design Heat Load 43010 Btuh Use Mfg.Data n Rate/Swing Mutt. 1.00 INFILTRATION Total Sens Equip Load 19946 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 1 Internal Gains 1265 Btuh Ventilation 2742 Btuh HEATING COOLING Infiltration 2744 Btuh Area(sq.ft.) 1484 1484 Tot Latent Equip Load 6751 Btuh Volume(cu.ft.) 13059 13059 Air Changes/Hour 1.2 0.5 Total Equip Load 26697 Btuh Equivalent CFM 262 109 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make CARRIER Make CARRIER Model FA4ANF030 Model 38YCCO30 Type HEAT PUMP Type SPLIT DESIGNS Efficiency/HSPF 7.20 COP/EER/SEER 10.00 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 29000 Btuh Latent Cooling 0 Btuh Heating Temp Rise 26 Deg F Total Cooling 28200 Btuh Actual Heating Fan 1000 CFM Actual Cooling Fan 1000 CFM I Itg Air Flow Factor 0.032 CFM/Btuh Clg Air Flow Factor 0.057 CFM/Btuh Space Thermostat Load Sens Heat Ratio 82 MANUAL J:7th Ed. RIGHT-J:V 1 3.0.11 S/N 1178 6 Printout certified by ACCA to meet all requirements of Manual Form J 5 RIGHT-J CALCULATION PROCEDURES A,B, C, D Job#: Filename: Base.bld 12/1/00 Zone: Entire House Procedure A-Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 1.2 AC/HR x 13059 Cu.Ft. x 0.0167= 262 CFM 2. Winter Infiltration Btuh 1.1 x 262 CFM x 4 0 Winter TD = 11515 Btuh 3. Winter Infiltration HTM 11515 Btuh I 177 Total Window = 65.1 HTM and Door Area Procedure B- Sumner Infiltration HTM Calculation* 1. Summer Infiltration CFM 0.5 AC/HR x 13059 Cu.Ft. x 0.0167= 109 CFM 2. Summer Infiltration Btuh 1.1 x 109 CFM x 19 Summer TD = 2279 Btuh 3. Summer Infiltration HTM 2279 Btuh / 177 Total Window = 12.9 HTM and Door Area Procedure C-Latent Infiltration Gain 0.68 x 37 gr.ditT. x 109 CFM = 2744 Btuh Procedure D-Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 109 Vent.CFM x 19 Summer TD = 2278 Btuh Sensible Load for Structure(Line 19) + 17667 Btuh Sum of Ventilation and Structure Loads = 19946 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load-Sensible + 19946 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 109 Vent.CFM x 37 gr.diff. = 2742 Btuh Internal Loads = 230 x 6 No.People + 1265 Btuh Infiltration Load From Procedure C + 2744 Btuh Equipment Sizing Load-Latent = 6751 Btuh *Construction Quality is: a No.of Fireplaces is: 1 MANUAL J:7th Ed. RIGHT-J:V 3. 0.11 SIN 11786 Printout certified by ACCA to meet all requirements of Manual Form J Base Job# Zone: Entire House 12/1/00 \,L4NUALJ 7[hEd. RIGHT-J: 3.0.11- S/N 11766 1 Name of Room Entire House MBR MBTH WIC Running Ft.Exposed watt 1-16.0 Ft. 4 3.0 Ft. 8.0 Ft. 5.0 Ft. 3 Room Dimensions,Ft. 0.0 t. 0.0 x 0.0 FL 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 4 Ceiings,Ft Condit.Option 8.8 heat/cool H 10.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO.I Htg CIS Length litg CIS Length Htg CIS Length Htg CIS Length Htg CIS 5 Gross a 12C 3.6 2.0 1280 wrss sw+w 260 rwws wrws 64 +w+r rrss 90 ss+w vvrw Exposed b 14 B 5.6 2.2 0 sswr rwrw 0 rrww swww 0 rsrs rwrr 0 rrrs rrrw Walls Anil C 1 H -.4 1.4 U www+ w»ww 0 wwww »rrr 0 rrrw +rwr 0 srw» vrrw Partitions d 13C 1.4 1.3 350 •"* ***` 170 "*rw ssar 0 ►www rsww 0 rwvw vrrw e 13H 1.1 0.8 U "•'r srss 0 rra srwr 0 rsrs +srr 0 »rr rrrs f 0.0 0.0 0 +rsw r»»s 0 rwwr rrrs 0 sssw rs»w 0 wsrr ssp 6 Windows and a 1I 38.2 `" 121 4627 *"" 20 765 "r` 6 229 +rrs 0 0 rvr+ Glass Doors b BF 38.2 *• 36 1377 **** 0 0 *"r* 0 0 *`"* 0 0 *"*` Heating c 9H 22.0 ** 0 O *"* O 0 •*r* 0 0 '**• 0 0 *"* d 7L 26.0 "' 0 0 *`•• 0 0 `•*' 0 0 ***' 0 0 *+'• e 0.0 ** 0 0 rrwr 0 0 s+rr 0 0 rs►r 0 0 rvwv f 0.0 *r 0 0 ***` 0 0 ***r 0 0 ***" 0 0 sere 7 Windows and North 16.0 5 **** 80 0 **** 0 0 r`sr 0 0 wr+ 0 Glass Doors NE/NW 33.0 41 rrr` 1353 20 **"" 660 6 "`** 198 0 *'** 0 Cooling 0W 46.0 5 *`** 230 0 '**' 0 0 *•*` 0 0 •'** 0 SE/SW 40.0 106 wrwr 4240 () rrrr 0 0 rsss 0 0 rsry 0 South 0.0 0 *"*• 0 0 '""* 0 0 ►rrr 0 0 ssrr 0 Hort 0.0 0 **** 0 0 "*"* 0 0 **** 0 0 "r' 0 8 Other doors a 11 E 7.6 4.3 2 0 15'L 8 6 0 0 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 O 0 0 0 0 0 0 0 0 0 Net a 12C 3.G 2.0 11,03 3971 2244 240 864 488 58 209 118 40 144 81 Exposed b 14B 5.8 2.2 0 0 U 0 0 0 0 0 0 0 0 0 Walk and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 350 473 441 170 230 214 0 0 0 0 0 0 e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.3 1.4 1396 1843 1981 168 222 238 64 84 91 40 53 57 b 16D 2.1 2.3 122 259 278 22 47 50 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 32.4 0.0 ].78 5767 0 43 1393 0 8 259 0 5 162 0 b 20G 2.8 1.1 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 177 11515 2279 20 1301 258 6 390 77 0 0 0 13 Subtot Btuh Loss=6+8..+11+12 *r`• 29983 +rss ►ssr 4821 srsr +rrw 1172 *`sr srrr 359 rwvr 14 Duct Btuh Loss 5% 1499 *`*r 5°/ 241 "«*« 5/ 59 •`** 54/ 18 r*** 15 Total Btuh Loss=13+14 **•• 31482 +rwr rr*' 5062 +rrs ►rrr 1231 "** •"** 377 "*'* 16 Int Gains: People @ 300 G "** 1650 2 *•** 600 0 *`** 0 p »rsw 0 Appl @ 1200 1 +www 1200 0 sw+w 0 0 srsr 0 0 w►s 0 17 SublotRSH Gain=7+8.+12+16 **** **** 16061 `•** ""** 2508 *"* *'*r 484 *"' "**' 138 18 Duct Btuh Gain 10°/ ***` 1606 10°/ """« 251 100/ ""** 48 10% *"*" 14 t9 Total RSH Gain=(17+18)*PLF L00 *`"" 17667 1.00 rrr« 2759 1.00 """" 532 1.00 *""' 152 ail CFM Air Required rs** 1000 1000 *'** 161 156 *""* 39 (,1 '*** 12 9 Printout certified by ACCA to meet all requirements of Manual J Form Base Job# Zone: Entire House 12/1/00 MANUAL J:7th Ed. RIGHT-J: 3.0.11- S/N 11786 l NameofRoom LIV BR2 BR3 BR4 2 Running Ft.Exposed Wall 22.0 Ft. 22.0 Ft. 10.0 Ft. 24.0 Ft. 3 Room Dimensions,Ft. 0.it x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 4 Ceiings,Ft Condit.Option I heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST FITM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg I Length Htg Clg Length Htg I Clg Length Htg Clg Length Htg Clg S Gross a 12C 3.6 2.0 220 *wwr w`* 176 rrw wrwr B0 rrww wrww 192 """" ►rrw Exposed b 14B 5.8 2.2 0 **** ww«w 0 wwrw wwwr 0 wrrw wwr» 0 wrrr rwwr Walls and c 12H 2.4 1.4 0 **ww w»ww 0 wwrr www« 0 wwwr www» 0 wrww rrrr Partitions d 13C 1.4 1.3 0 wrrr rrrr 0 rrwr wwww 0 »rww rwww 0 ra» rrww e 13H 1.1 0.8 0 *wrr +rr+ 0 ar» rrrw 0 wwwr rrrr 0 rrrr +r»s f 0.0 0.0 0 rrrr wrww 0 wr►» «rrr 0 www+ w«wr 0 rrrr rrrr G Windows and a 11 38.: ww 956 wwww 15 574 wwww 15 574 wwrw 15 574 rwww Glass Doors b 8 F 38.2 ** 0 0 **w* 0 0 `*** 0 0 """* 0 0 Heating c 9H 22.0 ** 0 0 *wrw 0 0 wwrr 0 0 wrrw 0 0 twwr d '7L 2 6.0 "' 0 0 **** 0 0 """" 0 0 •`** 0 0 e 0.0 " 0 0 *"` 0 0 **"" 0 0 `"*" 0 0 f 0.0 "" 0 0 *'"" 0 0 * * 0 0 """" 0 0 7 Windows and North 16.0 5 ***• 80 0 *`** 0 0 **** 0 0 "`"" 0 Glass Doors NE/NW 33.0 15 **w" 995 0 *`** 0 0 "*w* 0 0 *`** 0 Cooling E/W 46.0 5 *"• 230 0 **** 0 0 **** 0 0 '"*" 0 SE/SW 40.0 0 **** 0 15 "** 600 15 *""* 600 15 ***` 600 South 0.0 0 ***w 0 0 +rw■ 0 0 rr+w 0 0 •rp 0 Horz 0.0 0 *"** 0 0 *"*" 0 0 **** 0 0 **** 0 8 Other doors a 11E 7.6 4.3 20 152 86 0 0 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 175 630 356 161 580 327 65 234 132 177 637 360 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 0 0 0 Watts and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 0 0 0 0 0 0 0 0 0 0 0 0 e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.3 1.4 352 465 499 140 185 199 140 185 199 140 185 199 b 16D 2.1 2.3 50 106 114 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 32.4 0.0 22 713 0 22 713 0 10 324 0 24 778 0 b 20G 2.8 1.1 0 0 00 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 45 2928 579 15 976 193 15 976 193 15 976 193 13 Subtot Btuh Loss=6+8..+11+12 w**w 5949 *rrw rwrr 3027 rwrw »rrr 2292 **** **** 3149 **** 14 Duct Btuh Loss 5°/ 297 *"** 5°/ 151 **`* 50/ 115 **"* 5"/ 157 rrrr 15 Total Btuh Loss=13+14 `*** 6246 rrrr rrrr 3178 rrrr rrr+ 2407 **rw wrrr 3307 rrrr 16 Int.Gains: People @ 300 2 **"* 600 1 **"* 150 1 **** 150 1 ***' 150 Appl. @ 1200 0 •rrr 0 0 rrrr 0 0 rrwr 0 0 rrwr 0 17 Subtot RSH Gain=7+8..+12+16 wwww wwrw 3040 "*ww ww+w 1469 rrww wwwr 1274 ***" ***` 1502 18 Duct Btuh Gain 10°i **** 304 10% **** 147 100 rrwr 127 10% *""" 150 19 Total RSH Gain=(17+18)*PLF 1.00 **** 3344 1.00 *`"* 1616 1.00 **`* 1401 1.00 ""** 1652 20 CFM Air Required **** 198 189 "*• 101 91 *"** 76 79 '**` 105 94 Printout certified by ACCA to meet all requirements of Manual J Form ~� Base Job# Zone: Entire House 12/1/00 4AN'UAL J.7th Ed, RIGHT-J: 3.0.11- S/N 11786 Name ofRoom BTf12 NOOK / KIT DIN Running S't.Exposed Nall 6.0 Ft 10.0 Ft. 28.0 Ft. Ft. 3 Room Dimensions_,Ft- 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. x Ft. 4 Ceiings,Ft ConditOption8.0 heat/cool 10.0 heat/cool 10.0 heat/cool 'IPPB OF CST H'rM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO, Htg Clg Length Htg Clg Length Htg Clg Length f1tg Clg Length Htg Cig S Gross a 12C 3.6 2.0 48 wwww wwww 100 rrww Wrwr 100 **++ rwww +www +►ww Exposed b 14B 5.8 2.2 0 +Wwr wwww 0 wwww wwwr p rrwr wwrw wwww rwrr Walls and c 12H 2.4 1.4 0 *wwr rrww 0 rwwr rrww 0 Wrw» rw»w wrwr rkww Partitioms d 13C 1.4 1.3 0 *"+* +"+* 0 "•*" **++ 180 "*"* wrrw wrrr rwrw e 13H 1.1 0.8 0 ++*+ »ww» 0 »wws rsw► p rwsr rrrs wwws wwrr f 0.0 0.0 0 wrrr rrrs 0 rwww rrer 0 r»rr srrk rwws ws►w 6 Windows and a lI 38.2 "" 5 191 *"** 20 765 **"* 0 0 rrrw rrrw Glass Doors b 8F 38.2 "" 0 0 ►rww 0 p wwrr 36 1377 *+*r rsrw Heating c 9H 22.0 ** 0 0 "*** 0 0 **"* 0 0 +"+` *•*" d 7L 26.0 ++ 0 0 wwrr p p rwrr 0 0 wwwr rrsr e 0.0 ** 0 0 wwrw 0 0 rrsr 0 p rsrr wwrw f 0.0 "* 0 0 wwrr 0 0 rwrw 0 p rwww wrwr 7 Windows and North 16.0 0 w*++ 0 0 rrkw 0 0 rwww 0 wwrw Glass Doors NF,/NW 33.0 0 **** 0 0 *+`" 0 0 ***+ 0 ++*+ Cooling E1W 46.0 0 "**" 0 0 ••** 0 0 rwww 0 rrrr SE/SW 40.0 S *""" 200 20 •**" 800 36 "*++ 1440 +`** South 0.0 0 rwww 0 0 rrrw 0 0 W»ww 0 rwwr Horz 0.0 0 **+" 0 0 •"*+ 0 0 ""*+ 0 +*•" 8 Other doors a11 E 7.6 4.3 0 0 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 43 155 87 80 288 163 64 230 130 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 0 0 0 0 0 0 180 243 227 e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 1 1 10 Ceilings a 16G 1.3 1.4 48 63 68 160 211 227 144 190 204 b 16D 2.1 2.3 0 0 0 22 47 50 28 59 64 C 0.0 0.0 0 0 0 0 0 0 0 0 0 I l Floors a 22A 32.4 0.0 6 194 0 10 324 0 28 907 0 b 20G 2.8 1.10 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 12 mitration a 65.1 12.9 5 325 64 20 1301 258 36 2342 464 13 Subtot Btuh Loss=6+8..+I1+12 **+" 929 ++++ rwww 2936 *+** wwrw 5349 +*ws swww awr 14 Duct Btuh Loss 51J 46 wsrw 5°J 147 rwww 5°J 267 wwrr of rwrw is Total 13tuh Loss=13+14 ***+ 975 *+ws wrrr 3083 ++rs wr►w 5616 rwrr wsrr wrr 16 Int Gains. People C 300 0 **"+ 0 0 +*"* 0 0 +"+" 0 *+"* Appl. Q 1200 0 ++** 0 1 •+*+ 1200 0 www» 0 ►rkw 17 Subtot RSH Gain=7+8..+12+16 *++* "+"" 420 wkww wwrr 2697 *www wwww 2529 *rrr +wrr 18 Duct Btuh Gain 10% "*** 42 10°J **•• 270 10°/ ""++ 253 of wrwr 19 Total RSH Gain=(17+18)*PLF 1.00 *"+* 462 1.00 *••• 2967 1.00 *•*" 2782 "**+ 20 CFM Air Required **** 31 26 ***• 98 168 ••** 178 157 0 *• Printout certified by ACCA to meet all requirements of Manual J Form r•t -- M I BLAZING OPTION CROSS SECTION . N N AV LAB N MND-ORN RI pOHt'SfA��yy. . -•TEST N0.SLC-550-Ott ON OCTOBER 12.toss NOMM CUSS FANDOWS + DOOR BEING USED. THE TEST PRESSURES WERE 4444 PSr AND-54.7 PSF B7 COLIPARISKK EIGHT(a)II-X 15-In-CLASS MNDOWS MAY BE NSTAUED IN 23 CA,MIN EXTERIOR THE; •/0-40 6A EXTERIOR RATION TOP SECTION OF THE 16'X 7 AND 16'X S MODEL 600 AND MODEL 930 DOORS. 2.r DRaeFrame MNDOW FRAME y 12 CA.DALY.COM.TOP ROLLER BRA MTH UY PROTECTION OPTICNAL DRU,,NSERTS Mal.3/33 TAU SSL CLASS ATTACHED W 2 Vr X 1-3/4• MM UY PROTECTION 4^.; uo eaTs�af RACKET ADJl1STABLE SLIDE LRAdEET ATTACHED W/(1)1/4'X t/r SOLT t NUT PER BRACKET r 20 GA.SIRU1' ATTACHED W/(2)L/te•X 1-3/4• MOEAm INSIDE FRAME LAG BAND((a)�TS EN/p smE i( /Q 5//CCRR� 11- e HEX READ SCRE71'S Al�EAC4 It H INTERMEDIATE STXE PIAN HEAOEACH NNpOW FRAME Yo' 73-tn' • SOUTHERN TELLOW PINE w/(4 TRACKS AT TMS LOCATION BEHIND ALL END STILES W/(4 1 i'-20 TRACK SPACE B01.T5!NUTS •� s' SEGJR��JAMB MM(3)5/76•DIA.X 1-5/9' ' 14 CA.CALY.STEEL LAO BOLTS - :� 7 ROLLERt HINGE ATTACHED HEX HEM SCREWS AND µ O W//((2))5/16"R 1-3/4" 5/76"DIA.It 1-5/8*uG DOLT c: l Ud 80LTS PER RO(LEII}11NOt AT EACH JAMS BRACKET .. r SPAl3N0 Scours r •'.',.. tt CA. AW1 JAMB BRACKETS S W/1/4--20 . 4M TRACK SPLICE BOLT (4)S1EP/UFT HANDLES E LV.STCA".", ATTACNm W/(2)1/4-20 X 2 1/2 2•CALV.STEEL TRACK ES ATTACHED BOLTS AND 1/4 X 20 KMTRACK TMCKNES3: .063' 4'X3/4' SM. PER MNCE _.*^ �yy w O y jam.. eeRs B BOTTOM HEXHEAD /()1eRA/dC(ET) T A 2l(wv Sim AJir s3/0 A ... 161EpATE SM HU (1)5/1S6C'RX 115-3/4- `%i;,•' LAO BOLT TRACK CORnWRATON FOR 6'6'UP TO 1!'TALL DOORS -noN` S1 CONT.ALUM.CKIRMON JAMB BRACKET LOCATTONS MAF SIZ; W/CONt.VINYL ASTRAGAL t6 X e 1 ... 2 SECLON A-A (SIDE VIEWS - ; f-'! Es io A` �,N o ' i' l-l!2' 42 63, 6 ESIGN LOADS `' ....sc.;.... �. f 6 !24.3 PSF �` ( `�,•" •'Aj: O -26.5 PSF t. (� N 4' f-1/2' 34' 73 � �I? ' TEST LOADS =L;,''t ♦36.5 PSF ' -39.5 PSF. Cot 3 4OQD fA�iB ATTACHb1FNT TO MUCTURf RATED FOR 100 MM FASTEST-MILE AND • f` _ ' 124 MPH PEAK GUST M7NO SPEED I , t IKXNt IID MA1CXAir 1XLt K tw�am�YANLfAfiMrA �i � _ AW atirAum iXM nAtoAADt AS aR/DIN nT 6AaIA. �� AIA,•., r,._. T ..,., a 0001 I M710MS SMALL K a a(.Nr,1wL KOLL"R"o j/14*.r LAX TX KR 2TAAtRN r tXdl Oto3 Ta;r n1s a 6 a10°u'PNioa CdDUAMggT aM w'4L KC' IW w N�q RA �'•., i 4,ODDRt CMN S•r Cwt 1XrMfi vK1:tIUO Aw�g1R4 161t9L�: .. -••••••32 tees rw es•.r�rw - 4 fI+R0&tflue'MAa 6aId11 K KfwNm ""it l t.t t t' +1. TSAR K.s Kar Jn•:r stAA7No r t1aM ow twl it 4t: Br A KastRa/FRaoswAt daNml roX 1KN6 Lnoi PO1CAtm Ot iM WAWA N Af10111011 TO O1Ml LDA.. < EV DCSCRIP71ON OF REVISIONS DATE ET 3/r 71!-1/r S2M1M r EX6M OtW t1d it U. t INC MLTIaa aI IEBOtO wM N aSIa1TAXX11 rAMWMANDC M/RArsr Xm 1"31r X r STARTN6 r"COS MDI 24.0.C. swum BewjLo tAt 0x=? Now w u"ANO M A COVERTED DRAMNG TO NEW FORMAT 4/23/02 DLJ KIMeSUAnw tm[KOt Ot 14a r4ND Lha Doa HR 01 A M PXC3500 BID"a M OMMN01 XOM GKUTATED USN4 K1tnC��MX�eses.e�erv7�e,�_N_k•+ M EOJAMN PARAWE" . HLn wale ANaa 3/4•X 2a/4-VARTOM r rWW D3 TH01 tr 0.4 A DAMe Mo!tm OP 1W 11PN(rATrW-WL0 Mi*A-1 TM 1/r r SE X 2-3/r STAR" rROM D4M VPOM Dr L WOR WX WW WO XALLm«14 S REI Or boas N bs W PRK "s'.EXi(r MART{AT ti•0.0. ma M mm SRS 165 CARRIAGE COURT A MNSTCN-SALEM N.C. 27105 Ir LIAR RCM HOST At ANY NDPO a M K e w2 APO o WaT3 CMounuaA4c m PRMK A"AM"AMDtAmno RrAa L USS FACTOR M to MODEL 1600 STRATFORD %A= ... APM Lao A..M n Dnaa E CMONRE PATRa a t: MODEL 1950 HERITAGE 7. I'm Outr"a 2Ptm a 124 IMM"t I'm t!DORS XOTN NwK M WK SAM C"IRRE S b OR LLU MEAN PDM Hoar SI2C ORAMH BY AAE DATE 07/23/96 pRAMING WJWSCR PM M FSD 04 ANL 7-9L .. . 5 cXm BY AAE I DATE 04n3/02 f)A-570-001.•._. • MAX.DOOR WIDTH-16'• �1 -af 20 CA.MY.STEEL �1S7ERSMEDIATE S7p,� µ�A�I 23 CA.MIN.LVAMZ R 510N .. .. �l) 7US PER SECTION MO."n 3="O." fag G-W GALVNNIATIOM 10-1/Y '•� 1{• Is-I/x' l 11• / s 1s-1/x•ro• r tr - ' .1 1F CA BTIRI.s 64 O, 2'D'---'�---2•D''--'�^-Ya r0• rMAVrs Cr INSIDE ELEVATION 1-1/2•■2-5/6'.20-1/2. - (4)SW/ SOUTHERN YELLOW PINE 1{CA.DALY.STEEL It CA.CALV.STEEL BOLTS AN -� BEHIND ALL END SERFS ROLLER MINCES ATTACHE INTR.HINGES ATTACHED W1 (A)1/p 1,3/A• W/(A)Ile w 31e HEX HEAD SCREWS PER HINc HEX HEAD SCREWS N :. 7/H'aA. LAO BOLTS PER HINGE • DOLT RETAINER • 107.6 f0 TC1 • • x0 CA.CAIN.STEEL ATTACHE 20 GA.CALK T BALL STEEL ROLLERS INTERMEDIATE SERE HEX HEA STEEL END STILE W/6•ROLLLR STEMS W/(1)f IAC BOL' T. TYP. ROLLER HINGE Si TYP. HINGE CONNECTION Sl , W/ca , . SECTION A-A � IS D/E 0 DA.CALK STEEL T�1 3/�•yyy�-� ST/OP MOULDING Ts-T ■x-6l/16•m 2N[-W SERC VM JAUR ATTACHVIFNT 10 9M mar I (SUPPLIES E W TALLF,R)' BE/4NOE ALL ENDO CHILES RATE FOR 100 MPH FASTEST AND ...:1124 MPH PEAK OUST Wk10 SPEED . 20 CA.CALV.STEELam" .. INTERMEDIATE SERE - Mr Y r 1.fOKwt fiMTW(.r n�D10i THIN 1/ (1; /16•aA.Y T-S/6' IaW Ic-[HILT)A• P fIM11wG r iR01 DDi 7101 L . L, 3OLT ATTACHED to JAMB taro a".wro.31r'1 7-3/4•fTMT,4 r Fww DA Al"JAMB BRACKET I,w/WAww ATS WW 3/r■1'SIMTAIC r n"D•6 T 7/16.01 ; 12 CA.ON.V.JAMB BRACKET x•CALV.STEEL TRACK BOLT RETNNER TAT'"' ""`ATT•f°'^'*^'�_`°•^" ATTACHE=W/W T/a•-T0 TRACC 4YCNNESS.063• (T)PER ROLLu lat aalt Awo1oR i/r t=-TIP nMna r A6w a EITACK SPLICE T k NMT 14 OA.CALV.s Rr/WAwar TAPU1u 1IA•S x-L/.•iTMW16 Y FWow DIS .. 14 OA.CALV.STE R A � x%6 ia1TMEAN YELLOW PINE fAf1DIGf(r APARp Ai 1r 6C ,. i INTR.HINGES ATTACHE N A 1 ■7 4µD (Nq x OR BETTER) yy"a WLTS CIM K mAnos A PRp14 A far W (x)6f16 i 1-3 HIN MEX HEAD SCREwf PER WHCE gOLiS PfR HINcc or w00p 'NIM ry o1MO° TRACK MOUNTING DFTAIL 1{� O , d, 1 T n4 ,:.�� x,,, n:- ,�,.;,•� , ,� h ^FNs•B?w3i�•+w�4 ¢ws.?b:-t "'�'�ti�' i is•.yam'^" err s. -s,�-zY r- 3 m•.. �.:: _ ..a .. W1 TF1 �-1/ X.`SHIN SP 'SHIM;ASWtE'L1'D�""INSTALLATION-ANCHORZ�-: +*# VOUD " NSTAL�ATION ANCHOR .. RSEE'NOTEA #B SCREW 3.r �.w 1-1%8 •MINVEMBENT 8� , rV ry CAULK BETWEEN47 . a ; . ; ' r '17TW0 BY WOOD SHEATHING {, c ' .17i TWO BY W[MlD.I5a72a�{JGS FF ';TIA�It} #fR: BY OTHERS - BY:OTHERS GT.' 14 tt:+ n- -_ Ez �tih4L'I_ - fi+! .. CAULKBETWEENs HOOK STRIP 6 1/4' MAY. - SHEATHING SHIM SPACE SLIDING GLASS DOOR 1 HOOK STRIP <SHI NOTESM AS ), t 1-1/e• !a� * o --- ;.a,..: q - - a� 1-1/8' MIN. EMHEDH£NT _ } EMBEDMENT INSTALLATION ANCHOR #8 SCREW SLIDING GLASS TEMPERED GLASS - DOOR FRAME (TYP.) CAULK BETWEEN HEAD DOOR FLANGE _ t SHEATHI -- w { , NGi - .. ! TEMPERED a-ASSSHEATHING 07HERS 1 i �3 r -(TYP.�r ..+.- .1'- C,t i�.`^i s •:� -:. > tis GLASS CTYf'J `PERIfTER` G: `� SIATHING , SLIDING'GLASS DWR r„�, STUCCO tB2 SIDING __ EY ...ti T z s- -:-B OTI$RS.+=^ +c+� { aY r C Y0sr'3 ERLOCIC�r <y' c. f ! STUCCO B � .'f E c .r �� .fi � D(JOR' S-..,c A I.t > •-:;+ �'`�t. � � OR .SIDIf�K7„'�""- � t t.FIEIGHTa � _-_- BY= HOOKr S�FRIP "DETAIL , �. - - - - i_ = :.r s:G ;` : SECTION 'B=B -s` x: t k fc- Y• ,y. 4 w4VA $�G ve--f } ?. r _ •_ r ¢¢.�, �t - d1t .y Mpg ': "K.Ta' YGx It° '' �' - L •• _ A a`tva INSTALLATION AtiOY>DEff aisfD:iDti m A ►mi oaEaNE�r= _ ? O'1-UW INTO WOOL TAPCON TYPE INSTAL ATU ANCHORS K SILL MUST BE O' w > 4'WTO MASONRY OR t' } 3) W�ALu�201 ANCHOR CHART Of HACIC 31EEf1-Ly 4),�snica un ACRYLIC CAuLX PERIMETER SEAL AA otm CXTER[R O' P » r°y a •.) >'h} ..�..<�,yyy a =?.• R/ - IF EXACT DOOR SIZE IS-NOT LISTED 1N AHCliflR CHiART,USE ANC1taR QUANTITY LISTED:WITH NEXT LARGER SIZE.FOR THE APPROPRIATE DESIGN PRESSURE Item. t / FOR POCKET D071•SIZES USE CLOSEST BYPASS DOBI S2ZE t COiTGURATM TO FDvTSHED O'EENDK+ PLACE DiSTALLATM ANCFWS.W"Off OF HOOK STM AS SHOVN. �• HI) .GLASS TNICKNCSS MAY VARY PER REOUIREHENTS O`ASTM E1300 GLASS CHARTS. B B- 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS D!SMU GLAZED OR INSUL n%GLASS. a 10) JAMB✓SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAN SEALEiL' ; !1> SHIN AS REq D AT EA SET O INSTALLATION ANCHORS MAX ALLOWABLE SHIM STACK TO BE 1/4'. W) ALL INSTALLATION ANCHORS MUST,BE WADE OF CORROSIW RESISTANT MATERIALS. . A 13) VFERE '7C REPRESENTS MOVING PANEL-AND'0'REPRESENTS FDO:'D PANEL APPROVED, I if CONFIGURATIONS ARE AS LISTEII UN ANCHOR CHART ON BACK O THIS SFE£T. _ W NOT-ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAVOIG,HOWEVER INSTALLATD]N AEItHEnt NT EXTER,GI�Oa��R� ELEVATION SECTIONS-A-W.1&•B•s HSg STRIP DETAD.APPLY M VWALLATmN OF ALL APPROVED >Y; t k a 1GURA 1l4 MIK--:- r`" SHOWN 15)� FLORIDA EXTRUDERS I� ICS SLIDING GLASS Det IS SFIOW THIS PRINT ALSO.APPLIES TO 2000 SERIES AND 500 -. . a CODE COMPLIANCE PLY KEEP THIS PLAN ON 706 "ER SILL IN BED INSTALLATION ANCHOR APR 2 S YOOZ 3/16' DIA. TAPCON _ EXTRUDERS _ SECTIQN A-A Building oning In TCI* &-lax.,FL. FLORIDA INT. INC. SANF13RD FL. gi is ' TITLE.-SLIDING GLASS DOOR 500,10,00 & 2000 mkw swnalw. � � ;u INSTALLATION:WITH 48',SCREWS, , BCXHAPTERr_17..SECTIONS�:.1707.4.4.1 FOR -'U 6+ ,ti,�' ; j ?EMENTS`'AND'1707.4.2''FOR'`MASONRY; !. sMoo.FL uexs r DRAAN'BY:BB •. BY. +ER S STRUCTURAL:-SUBSTRATES, MARCH X11;2002 PE Ia�a�Ma�sru: .s APPItovED :-:a A.�..:IPIIT/M ATF .:;.HTl-�-.. wr: •.-rr �.Jar . .x:. �. 7 !�.�'i.4M•.�R'�t•!,�til r��'..a A -.:�-..,s ,' 'e!-vk'it un '.a. .!s :�h. ,. ..��..-x4ww.:.,.�-.3r.:' -.+y!!!}',+•y�.��^• r..a..t+wa�,c - .. .._-_.. w9. 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