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1905 Sevilla Blvd (vault) CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT � o i Qf JOB LOCATION: .190S OWNER OF PROPERTY: F r � .S BUILDING CONTRACTOR: `�V PLUMBING CONTRACTOR DON HARRIS PLJk'R_1' n C AND ADDRESS: P. 0. BOX 14063 r� TELEPHONE NUMBER: (904) 772-0900 C F CA1 9 19 4 STATE LICENSE NO: — TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS _5 LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS I WASHING MACHINE FLOOR DRAINS C� SHOWER PANS OTHER - �sa�hc�('.� s; M\ TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ =- - -------------------------------------------------------- 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) 247-5825 //►► /�-� ��t,,-� /CITY-O/F fY �CsilfzfG /3w6cls- Office of Building Official r0000000F REQUEST FOR INSPECTION Date Permit No. Time Received M ` ,(/ Job Address Loc ity Owner's Name Contractor BUILDING C NC ELECTRICAL PLUMBING MECHANICAL Rough Framing � Wiring' Footing � 9 g ❑ Rough Air Cond.&_ Re Roofing C Slab ❑ Temp Pole D Top Out - Heating Insulation Lintel El. Final C Sewer _ Fire Place ❑ Pre Fab READY FOR INSPECTION A M' Mon. Tues. Wed. Thurs. Friday A.M. P.M. Inspection Made -- Final Inspection L_, Inspector E Certificate of Occupancy �_ Date — RECEIVED NOV 2 0 1997 City of Atlantic Beach Building and Zoning 57 ' 10" _I 10 '5" 12 37 ' 4"4 —I 10 ' F/0 BM F/0 BM 24" 0/C B-2 PLYS PLYS 3-16" THIS WAY THIS WAY THRU F3 0 u U = n I o 0 D m c o a m W 't, C7 w N f " U \ = - r o v CO D N � m n < R) T1 o _ - - - -- - - - - -- - --- N 3 z R.1 G-) < W F 4 2-16 I CJ) F5 PSL 33 o 3 z L----- M < r F6 RJ sm I o� OJ 1,4„ a-3 4-16 PSL N A T N I m B-7 F7 11 Q1 C cn 2-9 1/2" v m o\® > r- Cf) r PSL r- cn n a Cnn N T1 x rn m W f 0 D - r im r N 9 ' 10" 36 ' - g 4 —� AP!PRQVLv CITY :Of ATI ..._ DEC D 1 v oDESjGNED BY: JOB DESCRIPTION: JOB LOCATION: o 0 W ;�7 m rn o JBE INTERVEST CONST INC SEVILLA GARDENS - FLOOR CD z .� z o, o 0 " T 09-09-1997 TJ-Beam(TM) Page 1 of 1 15:29:33 v4.60 217003113 0111 TJBEAMA HOLMES LUMBER CO. 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32244 USA Phone: 904-772-6100 904-772-1973 (fax) ------------------------------------------------------------------------------------------------------------------ Name: JIM ELSWICK Project Name: ICI Page Title: SEVILLA GARDENS Type: B-1 File Name: 7-3066B1 Based on Allowable Stress Design (ASD) SBCC building code for TJM products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application..... . . . Floor - Res. Deflection Criteria ( S) Member Use................. BEAM Load Classification..... . . Floor LL Defl TL Defl Member Top Slope(in/ft) ... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft) ........ . 0.000 Live Load(psf) . . . . .. ....... 40.0 Floor Decking....... ... . .... N/A Dead Load(psf) .. . . . ...... . . 15.0 Repetitive Member Use....... N/A Partition Load(psf) ....... 110.0 Reinforced Overhangs. .... ... N/A Tributary Width('-") .... 1- 0.00 LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(plf) Floor 1.00 01- 0.00" 211- 5.00" 409 151 Add 3 Pcs of 1 . 75" x 16" Parallam (R) ES PSL 2 . 0E 21'- 5.00" ------------------------------------------ S I Z E A N A L Y S I S - A S D ---------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM) . TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection. Bearing length exceeds 3.5" at bearing 1, 2 Maximum Design Allowable Control Shear(lb) 8045 7043 < 16240 43% LT. end Span 1 under Floor loading Moment(ft-lb) 43072 43072 < 52430 82% MID Span 1 under Floor loading Live Defl. (in) 0.628 < 0.714 L/409 MID Span 1 under Floor loading Total Defl. (in) 1.051 < 1.071 L/244 MID Span 1 under Floor loading Span 1 Max. Reaction Total(lb) 8045 8044 Live(lbl 4608 4808 Required Brg. Length(in) 3.61(W) 3.61(W) Max. Unbraced Length(in) 32 Copyright (c) 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Parallam(R) is a registered trademark of Trus Joist MacMillan. W TJ-Beam(TM) is a trademark of Trus Joist MacMillan. � S 09-10-1997 TJ-Beam(TM) Page 1 of 2 11:58:52 v4.60 217003113 1110 TJBEAMA HOLMES LUMBER CO. 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32244 USA Phone: 904-772-6100 904-772-1973 (fax) - ---------------------------------------------------------------------------------------------------------------------- Name: JIM ELSWICK Project Name: ICI Page Title: SEVILLA GARDENS Type: B-2 File Name: 7-3066B2 Based on Allowable Stress Design (ASD) SBCC building code for TJM products available through Distribution ---------------------------------------------------------------------------------- Application........ Floor - Res. Deflection Criteria ( S) Member Use................. BEAM Load Classification....... Floor LL Defl TL Defl Member Top Slope(in/ft) ... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft) ......... 0.000 Live Load(psf) ............. 40.0 Floor Decking............... N/A Dead Load(psf) ............. 15.0 Repetitive Member Use....... N/A Tributary Width('-") .... 1- 0.00 Reinforced Overhangs........ N/A LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Conc(lbs) Floor 1.00 81- 0.00" 7653 2830 Add 2 Unif(plf) Floor 1.00 81- 0.00" 161- 0.00" 59 51 Add 3 Unif(plf) Roof 1.25 81- 0.00" 161- 0.00" 215 190 Add Copyright (c) 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Pa,rallam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. t + 09-10-1997 TJ-Beam(TM) Page 2 of 2 11:58:52 v4.60 217003113 1110 TJBEAMA HOLMES LUMBER CO. 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32244 USA Phone: 904-772-6100 904-772-1973 (fax) 3 Pcs of 1 . 75" x 16" Parallam(R) ES PSL 2 . 0E 16'- 0.00" ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- This --------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM) . TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection. Bearing length exceeds 3.5" at bearing 2 Maximum Design Allowable Control Shear(lb) 8981 7183 < 16240 44% RT. end Span 1 under Floor loading Moment(ft-lb) 52772 49332 < 52430 94% MID Span 1 under Floor loading Live Defl. (in) 0.437 < 0.533 L/439 MID Span 1 under Roof loading Total Defl. (in) 0.643 < 0.800 L/299 MID Span 1 under Roof loading Span 1 - Max. Reaction Total(lb) 6921 8981 Live(lb) 4694(R1.25) 5790(R1.25) Crt. Reaction Total(lb) 6491 7691 Live(lb) 4264(F1.00) 4500(F1.00) Required Brg. Length(in) 3.10(W) 4.03(W) Max. Unbraced Length(in) 32 Copyright (c) 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Pa3�allam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. r 4 09-10-1997 TJ-Beam(TM) Page 1 of 2 12:16:13 v4.60 217003113 1111 TJBEAMA HOLMES LUMBER CO. 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32244 USA Phone: 904-772-6100 904-772-1973 (fax) ---------------------------------------------------------------------------------------------------------- Name: JIM ELSWICK Project Name: ICI Page Title: SEVILLA GARDENS Type: B-3 File Name: 7-3066B3 Based on Allowable Stress Design (ASD) SBCC building code for TJM products available through Distribution ------------------------------------------------------------------------------------------------------------ Application.... .... Floor - Res. Deflection Criteria ( S) Member Use................. BEAM Load Classification....... Floor LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft) ......... 0.000 Live Load(psf) ............. 40.0 Floor Decking............... N/A Dead Load(psf) ............. 15.0 Repetitive Member Use....... N/A Partition Load(psf) ....... 110.0 Reinforced Overhangs........ N/A Tributary Width('-") .... 1- 0.00 LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Conc(lbs) Floor 1.00 11- 6.00" 7319 2707 Add 2 Unif(plf) Roof 1.25 11- 6.00" 11'- 9.00" 620 215 Add 3 Conc(lbs) Roof 1.25 71- 0.00" 24 21 Add 4 Unif(plf) Roof 1.25 71- 0.00" 11'- 9.00" 7 5 Add Copyright (c) 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Parallam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. t 09-10-1997 TJ-Beam(TM) Page 2 of 2 12:16:13 v4.60 217003113 1111 TJBEAMA HOLMES LUMBER CO. 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32244 USA Phone: 904-772-6100 904-772-1973 (fax) 4 Pcs of 1 . 75" x 16" Parallam(R) ES PSL 2 . 0E 11'- 9.00" ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM) . TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection. Bearing length exceeds 3.5" at bearing 1 Maximum Design Allowable Control Shear(lb) 13684 13417 < 27067 50% LT. end Span 1 under Roof loading Moment(ft-lb) 25748 25748 < 87384 29% MID Span 1 under Roof loading Live Defl. (in) 0.109 < 0.392 L/999+ MID Span 1 under Roof loading Total Defl. (in) 0.163 < 0.587 L/864 MID Span 1 under Roof loading Span 1 Max. Reaction Total(lb) 13684 7353 Live(lb) 9408(R1.25) 4793(R1.25) Required Brg. Length(in) 4.60(W) 2.47(W) Max. Unbraced Length(in) 32 Copyright (c) 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Pa;:allam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. 2' { 09-09-1997 TJ-Beam(TM) Page 1 of 1 15:37:24 v4.60 217003113 1111 TJBEAMA HOLMES LUMBER CO. 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32244 USA Phone: 904-772-6100 904-772-1973 (fax) ---------------------------------------------------------------------------------------------------------------------- Name: JIM ELSWICK Project Name: ICI Page Title: SEVILLA GARDENS Type: B-4 File Name: 7-3066B4 Based on Allowable Stress Design (ASD) SBCC building code for TJM products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application... ..... Floor - Res. Deflection Criteria ( S) Member Use................. BEAM Load Classification....... Floor LL Defl TL Defl Member Top Slope(in/ft) ... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft) ......... 0.000 Live Load(psf) . . ........... 40.0 Floor Decking............... N/A Dead Load(psf) ... . ......... 15.0 Repetitive Member Use....... N/A Tributary Width('-") .... 1- 0.00 Reinforced Overhangs........ N/A LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(plf) Floor 1.00 01- 0.00" 111- 5.00" 205 75 Add 2 Pcs of 1 . 75" x 16 " Parallam (R) ES PSL 2 . 0E - 111- 5.00" - ------------------------------------------ S I Z E A N A L Y S I S - A S D ---------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM) . TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection. Maximum Design Allowable Control Shear(lb) 2012 1542 < 10827 14% LT. end Span 1 under Floor loading Moment(ft-lb) 5743 5743 < 34954 16% MID Span 1 under Floor loading Live Defl. (in) 0.047 < 0.381 L/999+ MID Span 1 under Floor loading Total Defl. (in) 0.068 < 0.571 L/999+ MID Span 1 under Floor loading Span 1 - Max. Reaction Total(lb) 2012 2012 Live(lb) 1399 1399 Required Brg. Length(in) 1.50(W) 1.50(W) Max. Unbraced Length(in) 32 Copyright (c) 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Parallam(R) is a registered trademark of Trus Joist MacMillan. i TJ-Beam(TM) is a trademark of Trus Joist MacMillan. 09-09-1997 TJ-Beam(TM) Page 1 of 1 15:41:51 v4.60 217003113 1111 TJBEAMA HOLMES LUMBER CO. 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32244 USA Phone: 904-772-6100 904-772-1973 (fax) ------------------------------------------------------------------------------------------------------------------------ Name: JIM ELSWICK Project Name: ICI Page Title: SEVILLA GARDENS Type: B-5 File Name: 7-3066B5 Based on Allowable Stress Design (ASD) SBCC building code for TJM products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application.... . . .. Floor - Res. Deflection Criteria ( S) Member Use. ................ BEAM Load Classification..... . . Floor LL Defl TL Defl Member Top Slope(in/ft) ... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft) ......... 0.000 Live Load(psf) . . . .......... 40.0 Span 2 L/360 L/240 Floor Decking.. . .. . ......... N/A Dead Load(psf) .... ......... 15.0 Repetitive Member Use....... N/A Partition Load(psf) ....... 110.0 Reinforced Overhangs........ N/A Tributary Width('-") .... 1- 0.00 LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(plf) Floor 1.00 01- 0.00" 121- 0.00" 205 75 Add 2 Pcs of 1 . 75" x 16" Parallam(R) ES PSL 2 . 0E 71- 0.00" 51- 0.001, ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM) . TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The load conditions considered in this design include Alternate member loading. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection. Maximum Design Allowable Control Shear(lb) 1941 1324 < 10827 12% RT. end Span 1 under Floor loading Moment(ft-lb) 2255 2255 < 34954 6% RT. end Span 1 under Floor loading Live Defl. (in) 0.006 < 0.233 L/999+ MID Span 1 under Floor ALTERNATE span loading Total Defl. (in) 0.010 < 0.350 L/999+ MID Span 1 under Floor ALTERNATE span loading Span 1 - Span 2 - Max. Reaction Total(lb) 1342 3548 880 Live(lb) 732 1880 549 Required Brg. Length(in) 1.50(W) 2.39(W) 1.50(W) Max. Unbraced Length(in) 32 32 32 Copyright (c) 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Parallam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. 09-09-1997 TJ-Beam (TM) Page 1 of 1 15:46:18 v4.60 217003113 1111 TJBEA4A HOLMES LUMBER CO. 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32244 USA Phone: 904-772-6100 904-772-1973 (fax) ------------------------------------------------------------------------------------------------------------------------ Name: JIM ELSWICK Project Name: ICI Page Title: SEVILLA GARDENS Type: B-6 File Name: 7-3066B6 Based on Allowable Stress Design (ASD) SBCC building code for TJM products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application........ Floor - Res. Deflection Criteria ( S) Member Use............ ..... BEAM Load Classification.... ... Floor LL Defl TL Defl Member Top Slope(in/ft) ... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft) . .. . . . . . . 0.000 Live Load(psf) ......... .. .. 40.0 Floor Decking...... .. . . .... . N/A Dead Load(psf) . . ....... .... 15.0 Repetitive Member Use.... .. . N/A Partition Load(psf) ....... 110.0 Reinforced Overhangs. .. . . ... N/A Tributary Width('-") .... 1- 0.00 LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(plf) Floor 1.00 01- 0.00" 71- 4.00" 225 82 Add 2 Pcs of 1 . 75" x 16" Parallam(R) ES PSL 2 . 0E 7'- 4.00" ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM) . TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection. Maximum Design Allowable Control Shear(lb) 1795 1142 < 10827 ll% LT. end Span 1 under Floor loading Moment(ft-lb) 3290 3290 < 34954 9% MID Span 1 under Floor loading Live Defl. (in) 0.011 < 0.244 L/999+ MID Span 1 under Floor loading Total Defl. (in) 0.020 < 0.367 L/999+ MID Span 1 under Floor loading Span 1 Max. Reaction Total(lb) 1795 1795 Live(lb) 972 972 Required Brg. Length(in) 1.50(W) 1.50(W) Max. Unbraced Length(in) 32 Copyright (c) 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Parallam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. t 09-09-1997 TJ-Beam(TM) Page 1 of 1 15:49:33 v4.60 217003113 1110 TJBEAMA HOLMES LUMBER CO. 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32244 USA Phone: 904-772-6100 904-772-1973 (fax) ------------------------------------------------------------------------------------------------------------------------ Name: JIM ELSWICK Project Name: ICI Page Title: SEVILLA GARDENS Type: B-7 File Name: 7-3066B7 Based on Allowable Stress Design (ASD) SBCC building code for TJM products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application....... . Floor - Res. Deflection Criteria ( S) Member Use................. BEAM Load Classification....... Floor LL Defl TL Defl Member Top Slope(in/ft) ... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft) ......... 0.000 Live Load(psf) . ............ 40.0 Floor Decking............... N/A Dead Load(psf) .. . ... . . ..... 15.0 Repetitive Member Use....... N/A Partition Load(psf) ....... 110.0 Reinforced Overhangs........ N/A Tributary Width(--") .... 1- 0.00 2 PCs of 1 . 75" x 9 . 25" Parallam(R) ES PSL 2 . 0E e1- 0.001, - ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM) . TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection. Maximum Design Allowable Control Shear(lb) 700 565 < 6259 9% LT. end Span 1 under Floor loading Moment(ft-lb) 1401 1401 < 12416 11% MID Span 1 under Floor loading Live Defl. (in) 0.009 < 0.267 L/999+ MID Span 1 under Floor loading Total Defl. (in) 0.040 < 0.400 L/999+ MID Span 1 under Floor loading Span 1 Max. Reaction Total(lb) 700 700 Live(lb) 160 160 Required Brg. Length(in) 1.50(W) 1.50(W) Max. Unbraced Length(in) 32 Copyright (c) 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Parallam(R) is a registered trademark of Trus Joist MacMillan. 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Nz ia�• x zo z LL O O a O ^ 0 m ¢ m r u m W ¢ ZD ¢ z ¢ a H a a > U wLL m m N w< r 6 2 X II Z N o m o a u J w o MM F) Q LL eZT Z O w N< 6a ~ Q ¢ O J > N m 3 m i o 0 Z N m < w Z a m Q Z W) LO X oma rn U N m m o o i < z O a m •- ovi ui< o� o N u N a o a w O ww a ¢o m O Q H m m S o 0 N a ~ II Q x cava L:JD Qm H a ,xii o21 < o0 Z¢ Ln mmw¢ i UQ <* zmw UO= U o m -• N ¢U Z F- o¢ zoa is } m7: 0 z m U) Jo F-1 Qum< oa< a Ln r Wm v w Qom w m Q 0 LL I n Q W X 2ow JS (n d zo� mia Ln H a m o 0 o n D O * w v ¢ o o w z OF L Z O Q wW z S Z U II Z Z O a _ N3 W rQm U Q X Oa:z CD nm m d J Lail Laf7 tail z L11 J C/ u Q CuW j x Q I LO x 0 lD vvv O ..C,j (Dd W¢ O oatn Ua �} O �i oow ow ~ t\ UU3 Om r+F- UF- (2-)- cc Ln QJ ooD �a 01 F-co as IZ E J L m cno o Q ^ m rn ' c� Lc)CC) O o � r\rn w m v m LOLo rn m o -E)- tiO o � � o w 11 11 mO �--- „b,i OLL w Co J w z w 3 a a Do uwia Q o 0 0 < Z U U U7 m U O to w w W w W o om ma a a a a z o om o w o zLL 0 0 0 0 0 0 O J a v O O ,z �� q Lr) o ..Q o l- r, a z> z¢ ^ U (:J ro ON Q m CC J p O J O ¢ Q z) U7Q o 8.t 3 U U U U O : a a o as Jr z s a f- m m a o ¢o n m ww wm W Jm F- w HJ Q W O QF J= J m U r o- a cr Of N J � ¢5 : W N� w o of W f \ Ul ZI O Q - o J mD W - m CL �S LL U> I.- z U u1 E�,C I- LnOQ o w ow Ur O N, �tiS w w fo s tz a < Ula o 8.1 Cl- z too >- O �H UJ Q z¢ U w Qo¢ O¢w¢ m LLJ a ~ �' W . U Z .J.a ; J �o WCC iomvwa �¢m� o O W SO Ua m it W t- uxm >a ¢ N O W O W Cl ..m 2 (n W Ul 1- :D :D cc. cru) _ cc Z� p D h- Q x H a m <a w w o w z w O w m U m LL ¢O _ r a T T CDo z w J m w w a H H wu=iam� c '. O Z v a w o a a u m m Q¢ N N 3 0 o a a oo m iLLin a ? ¢ B.i z m N m a ^ a o mTin;i Nm Oa o a H i w w i >u u a u H < w N u c Q. 2 m N o o Q b 2 Q aLLJ co w 2 w `o N it w J o r 101.11 ci w¢ J U J Z F ` C U. Q =Zm_ g J a LU LLl w iZY � ' i ` OLL z 11 2�mQ .Y o . .o= > z a o O U1 a Q O ao WN m LLa W U z z X w LL Z Cu N m ~O sat N H X an uai ua Bim- d W Q Nn N LID v v v Ln ------ ,.7.L —CL O O o o cn w ~} O m ooLu io ow a It UU3 a C JF- Q.l- J <_j n oo J 1--Cl. O m i 57 ' 10" _I 10 47 ' 10" _I 7 24" 0/C 7 �l THRU T6 24" D/C C0 THRU T15 cn B-3 2-9 1/2" PSL R.) IDi � � o N - -- - -- -- - -- y -� U r- r � i i N N � I i i Ul NLo W ti A = I N Ln 07 B-4 2-9 1/2" PSL m co rn N to N fTl N F+ %) V N ip -i -i ~ ... co co Ef N N o \ N CDC 71 n = r 3 oz B-1 2-9 1/2" PSL < 24' 0/C 7 I THRU T19 24" 0/C 24" 0/C 7 THRU T9 THRU T22 7 �8 ,2„ _Jm 48 ' n J o JOB LOCATION: o G,% w co DESIGNED BY: JOB DESCRIPTION: n m o m z JBE INTERVEST CONST INC SEVILLA GARDENS - ROOF Z v o o �� ` 09-10-1997 TJ-Beam(TM) Page 1 of z 10:19:26 v4.60 217003113 1110 TJBEAMA HOLMES LUMBER CO. 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32244 USA Phone: 904-772-6100 904-772-1973 (fax) ------------------------------------------------------------------------------------------------------------------------ Name: JIM ELSWICK Project Name: ICI Page Title: SEVILLA GARDENS Type: B-1 File Name: 7-3067B1 Based on Allowable Stress Design (ASD) SBCC building code for TJM products available through Distribution ----------------------------------------------------------------------------------------------------------------- -- Application................ Roof Deflection Criteria ( S) Member Use................. BEAM Load Classification........ Roof LL Defl TL Defl Member Top Slope(in/ft) ... 0.000 Load Duration Factor....... 1.25 Span 1 L/360 L/240 Roof Slope(in/ft) ......... 0.000 Live Load(psf) ............. 20.0 Floor Decking............... N/A Dead Load(psf) ............. 17.0 Repetitive Member Use....... N/A Tributary Width('-") .... 1- 0.00 Reinforced Overhangs........ N/A LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(plf) Roof 1.25 01- 0.00" 71- 0.00" 98 86 Add 2 Conc(lbs) Roof 1.25 71- 0.00" 416 368 Add 3 Conc(lbs) Roof 1.25 91- 0.00" 281 249 Add 4 Conc(lbs) Roof 1.25 111- 0.00" 256 227 Add Copyright (c) 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Parallam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. ' 09-710-1997 TJ-Beam(TM) Page 2 of 2 10:19:26 v4.60 217003113 1110 TJBEAMA HOLMES LUMBER CO. 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32244 USA Phone: 904-772-6100 904-772-1973 (fax) 2 Pcs of 1 . 75" x 9 . 25" Parallam(R) ES PSL 2 . 0E 111- 0.00^ " ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM) . TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Design assumes adequate continuous lateral support of the compression edge. Note: See Residential Products Reference Guide for multiple ply connection. Maximum Design Allowable Control Shear(lb) 2084 1565 < 7824 208 RT. end Span 1 under Roof loading Moment(ft-lb) 4990 4990 < 15520 32% MID Span 1 under Roof loading Live Defl. (in) 0.127 < 0.367 L/999+ MID Span 1 under Roof loading Total Defl. (in) 0.246 < 0.550 L/536 MID Span 1 under Roof loading Span 1 " Max. Reaction Total(lb) 1519 2084 Live(lb) 780 1079 Required Brg. Length(in) 1.50(W) 1.50(W) Max. Unbraced Length(in) 32 Copyright (c) 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Parallam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. ' 0910-1997 TJ-Beam(TM) Page 1 of 1 10:21:09 v4.60 217003113 1110 TJBEAMA HOLMES LUMBER CO. 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32244 USA Phone: 904-772-6100 904-772-1973 (fax) -------------------------------------------------------------------------------------------------------- Name: JIM ELSWICK Project Name: ICI Page Title: SEVILLA GARDENS Type: B-2 File Name: 7-3067B2 Based on Allowable Stress Design (ASD) SBCC building code for TJM products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application................ Roof Deflection Criteria ( S) Member Use................. BEAM Load Classification........ Roof LL Defl TL Defl Member Top Slope(in/ft) ••• 0.000 Load Duration Factor....... 1.25 Span 1 L/360 L/240 Roof Slope(in/ft) ......... 0.000 Live Load(psf) ............. 20.0 Floor Decking............... N/A Dead Load(psf)............. 17.0 Repetitive Member Use....... N/A Tributary Width('-") .... 1- 0.00 Reinforced Overhangs........ N/A LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(plf) Roof 1.25 01- 0.00" 101- 8.00" 98 86 Add 2 PCs of 1 . 75" x 9 . 25" Parallam(R) ES PSL 2 . 0E 101- 8.00" " ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- This --------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Design assumes adequate continuous lateral support of the compression edge. Note: See Residential Products Reference Guide for multiple ply connection. Maximum Design Allowable Control Shear(lb) 1233 1054 < 7824 13% LT. end Span 1 under Roof loading Moment(ft-lb) 3287 3287 < 15520 21% MID Span 1 under Roof loading Live Defl. (in) 0.080 < 0.356 L/999+ MID Span 1 under Roof loading Total Defl. (in) 0.158 < 0.533 L/813 MID Span 1 under Roof loading Span 1 Max. Reaction Total(lb) 1233 1233 Live(lb) 629 629 Required Brg. Length(in) 1.50(W) 1.50(W) Max. Unbraced Length(in) 32 Copyright (c) 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Parallam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. 09-10-1997 TJ-Beam(TM) Page 1 of 2 10:27:56 v4.60 217003113 1110 TJBEAMA HOLMES LUMBER CO. 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32244 USA Phone: 904-772-6100 904-772-1973 (fax) ------------------------------------------------------------------------------------------------------------------------ Name: JIM ELSWICK Project Name: ICI Page Title: SEVILLA GARDENS Type: B-3 File Name: 7-3067B3 Based on Allowable Stress Design (ASD) SBCC building code for TJM products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application................ Roof Deflection Criteria ( S) Member Use................. BEAM Load Classification........ Roof LL Defl TL Defl Member Top Slope(in/ft) ... 0.000 Load Duration Factor....... 1.25 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf) ............. 20.0 Floor Decking............... N/A Dead Load(psf)............. 17.0 Repetitive Member Use....... N/A Tributary Width('-") .... 1- 0.00 Reinforced Overhangs........ N/A LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(plf) Roof 1.25 01- 0.00" 51- 8.00" 98 86 Add 2 Conc(lbs) Roof 1.25 51- 8.00" 888 786 Add 3 Conc(lbs) Roof 1.25 71- 8.00" 479 424 Add Copyright (c) 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Parallam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. 09'10-1997 TJ-Beam(TM) Page 2 of 2 10:27:56 v4.60 217003113 1110 TJBEAMA HOLMES LUMBER CO. 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32244 USA Phone: 904-772-6100 904-772-1973 (fax) 2 PCs of 1 . 75" x 9 . 25" Parallam(R) ES PSL 2 . 0E - 81- 8.00^ ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM) . TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Design assumes adequate continuous lateral support of the compression edge. Note: See Residential Products Reference Guide for multiple ply connection. Maximum Design Allowable Control Shear(lb) 2438 2402 < 7824 31% RT. end Span 1 under Roof loading Moment(ft-lb) 5297 5297 < 15520 34% MID Span 1 under Roof loading Live Defl. (in) 0.082 < 0.289 L/999+ MID Span 1 under Roof loading Total Defl. (in) 0.158 < 0.433 L/660 MID Span 1 under Roof loading Span 1 Max. Reaction Total(lb) 1590 2438 Live(lb) 823 1273 Required Brg. Length(in) 1.50(W) 1.64(W) Max. Unbraced Length(in) 32 Copyright (c) 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Parallam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. ' 09'10-1997 TJ-Beam(TM) Page 1 of 1 10:30:50 v4.60 217003113 1110 TJBEAMA HOLMES LUMBER CO. 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32244 USA Phone: 904-772-6100 904-772-1973 (fax) ---------------------------------------------------------------------------------------------------- Name: JIM ELSWICK Project Name: ICI Page Title: SEVILLA GARDENS 'Type: B-4 File Name: 7-3067B4 Based on Allowable Stress Design (ASD) SBCC building code for TJM products available through Distribution ---------------------------------------------------------------------------------------------- Application................ Roof Deflection Criteria ( S) Member Use................. BEAM Load Classification........ Roof LL Defl TL Defl Member Top Slope(in/ft) ... 0.000 Load Duration Factor....... 1.25 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf) ............. 20.0 Floor Decking............... N/A Dead Load(psf) ............. 17.0 Repetitive Member Use....... N/A Tributary Width('-") .... 1- 0.00 Reinforced Overhangs........ N/A LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(plf) Roof 1.25 01- 0.00" 51- 8.00" 98 86 Add 2 Conc(lbs) Roof 1.25 51- 8.00" 888 786 Add 2 PCs of 1. 75" x 9 . 25" Parallam(R) ES PSL 2 . 0E 6'-10.00" ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM) . TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Design assumes adequate continuous lateral support of the compression edge. Note: See Residential Products Reference Guide for multiple ply connection. Maximum Design Allowable Control Shear(lb) 1981 1945 < 7824 25% RT. end Span 1 under Roof loading Moment(ft-lb) 2418 2418 < 15520 16% MID Span 1 under Roof loading Live Defl. (in) 0.027 < 0.228 L/999+ MID Span 1 under Roof loading Total Defl.(in) 0.052 < 0.342 L/999+ MID Span 1 under Roof loading Span 1 Max. Reaction Total(lb) 1057 1981 Live(lb) 545 1035 Required Brg. Length(in) 1.50(W) 1.50(W) Max. Unbraced Length(in) 32 Copyright (c) 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Parallam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. ' 09.10-1997 TJ-Beam(TM) Page 1 of 1 10:32:28 v4.60 217003113 1110 TJBEAMA HOLMES LUMBER CO. 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32244 USA Phone: 904-772-6100 904-772-1973 (fax) ----------------------------- ------------------------------------------------------------------------------------------ Name: JIM ELSWICK Project Name: ICI Page Title: SEVILLA GARDENS Type: B-5 File Name: 7-3067B5 Based on Allowable Stress Design (ASD) SBCC building code for TJM products available through Distribution ------------------------------------------------------------------------------------------------------- Application................ Roof Deflection Criteria ( S) Member Use................. BEAM Load Classification........ Roof LL Defl TL Defl Member Top Slope(in/ft) ... 0.000 Load Duration Factor....... 1.25 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............. 20.0 Floor Decking............... N/A Dead Load(psf) ............. 17.0 Repetitive Member Use....... N/A Tributary Width('-").... 1- 0.00 Reinforced Overhangs........ N/A LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(plf) Roof 1.25 01- 0.00" 91- 0.00" 98 86 Add 2 PCs of 1 . 75" x 9 .25" Parallam(R) ES PSL 2 . 0E 9'- 0.00" ------------------------------------------ S I Z E A N A L Y S I S - A S D ---------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TOM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Design assumes adequate continuous lateral support of the compression edge. Note: See Residential Products Reference Guide for multiple ply connection. Maximum Design Allowable Control Shear(lb) 1040 862 < 7824 lit RT. end Span 1 under Roof loading Moment(ft-lb) 2340 2340 < 15520 15% MID Span 1 under Roof loading Live Defl. (in) 0.042 < 0.300 L/999+ MID Span 1 under Roof loading Total Defl. (in) 0.082 < 0.450 L/999+ MID Span 1 under Roof loading Span 1 Max. Reaction Total(lb) 1040 1040 Live(lb) 531 531 Required Brg. Length(in) 1.50(W) 1.50(W) Max. Unbraced Length(in) 32 Copyright (c) 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Parallam(R) is a registered trademark of Trus Joist MacMillan. TJ-,Beam(TM) is a trademark of Trus Joist MacMillan. 09-10-1997 TJ-Beam(TM) Page 1 of 1 10:35:33 v4.60 217003113 1111 TJBEAMA HOLMES LUMBER CO. 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32244 USA Phone: 904-772-6100 904-772-1973 (fax) ------------------------------------------------------------------------------------------------------------------------ Name: JIM ELSWICK Project Name: ICI Page Title: SEVILLA GARDENS Type: B-6 File Name: 7-3067B6 Based on Allowable Stress Design (ASD) SBCC building code for TJM products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application................ Roof Deflection Criteria ( S) Member Use................. BEAM Load Classification........ Roof LL Defl TL Defl Member Top Slope(in/ft) ... 0.000 Load Duration Factor....... 1.25 Span 1 L/360 L/240 Roof Slope(in/ft) ......... 0.000 Live Load(psf) ............. 20.0 Floor Decking............... N/A Dead Load(psf)............. 17.0 Repetitive Member Use....... N/A Tributary Width('-").... 1- 0.00 Reinforced Overhangs........ N/A LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(plf) Roof 1.25 01- 0.00" 61- 0.00" 79 69 Add 2 Pcs of 1 . 75" x 9 . 5" Parallam(R) ES PSL 2 . 0E 6'- 0.00" ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis . IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Design assumes adequate continuous lateral support of the compression edge. Note: See Residential Products Reference Guide for multiple ply connection. Maximum Design Allowable Control Shear(lb) 586 431 < 8035 5% LT. end Span 1 under Roof loading Moment(ft-lb) 879 879 < 16322 5% MID Span 1 under Roof loading Live Defl. (in) 0.007 < 0.200 L/999+ MID Span 1 under Roof loading Total Defl.(in) 0.014 < 0.300 L/999+ MID Span i under Roof loading Span 1 " Max. Reaction Total(lb) 586 586 Live(lb) 297 297 Required Brg. Length(in) 1.50(W) 1.50(W) Max. Unbraced Length(in) 32 Copyright (c) 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Parallam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. 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FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # /S 9'd INSPECTIONS ROUGH T— FINAL MECi?ANICAL PERMIT # Z s Z PLUMBING PERMIT # /Io�03 NOTES : ■ ■ CITY OF ATLANTIC BEACH ■ 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 Telephone: (904)247-5826 Fax: (904)247-5845 a Email: sgraham@coab.us FAX �� To: L . lejn£4 Fax # �C From: S. Date: c;?, , od.6�, 04� Pages: Re: ❑ Urgent ❑ For Review ❑ Please Reply MA�"'" 5HOW1 NG 5UR\/EY OF LOT ? S VILLA GA.RDEN5 UNIT ONE AS RECORDED IN PLAT BOOK 45 PA6E5 (o a 6A GF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: LAWRENCE E. LESTER 3 LORRA.INE N. LESTER, SUN TRUST BANK, NORTH FLORIDA, N.A. SOUTHERN TITLE OF NORTH FLORIDA, INC., CHICAGO TITLE INSURANCE COMPANY AND INTERVEST CONSTRUCTION OF JAX. INC. 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O 1-m Wp Gm(D-UI I D I Inm Z n ��-fyy cn000(Dozm 1 1 mn o 00 Ln V --( I i \6 ak!!'tk'tk n I m I Z CD ~ LL) N � � o N �i 1 1 1 1 1 1 1 czi i o f m 2 a P' \l OO \! Ow m C - 2 1 wm-om nwm I C I Om m p • CD V D I lD O7�+O m Ul N D I �-+ I -i�--� m r-r m Ul O O O O O � N z I I Owo mum I D I +CI o a LO G� I cn00000m* I ml ox m Q m I X : 3� Z 0 -0 _0 _0 _0 -0 D I .. * I m I N < U) cn U) U) U) z (D m m T7 TI m (f) (D O n m l aaaaaaa I In I lD Z -1 O O O M D(n < \ S7 D m r-m (n N U a f m mp r 1 . . - m m C-) C O m N i�'<�<<•c�. i i m r nu m Z o_ U LO CPN o m co [D t7J 00 m (� O wN < ti 1D C V In In 3 7 CTT" OF ATLANTLIC BEACH PERMIT CALCULATION SHEET Address Date f 2 - t Ll Heated Sauare Footage _@ S_ SS �� ner sq Garage/Shed -0 V C. 5/p-00Per sq _ Carport%Pnrcr .3 �� _d / d �� per sq `t Dec per s a it. = O Patio _ O �D?i a rt TOTAL VALUATI -r,; 5=1- I S-7 . �d� _ �� b © � $0_ 'i'.tal Va_uazlon ist a / 0 000 Remaining Value aper thousand portion thereof TOTAL BUILDING FEE S OD + 1/2 Filing FeeS -e)b ` fl Fireplaces @ $15 , 00 1 oo BUILDING PERMIT FEE S _ 9 arm .dD WATER IMPACT FEE $_ . 00 SEWER IMPACT FEE S -b. 0 6 WATER METER/TAP S YS-00 CAPITAL IMPROVEMENT $ ay-00 SEWER TAF S 1S9 �T' RADON (HRS ) 0050 S_ SECTION H PAVING ti % $ c HYDRAULIC SHARES S --0 — CROSS CONNECTION S - 00 (j.5-q -?--SURCHARGE . 0050 $ OThER $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Piumbina Electric/New Electric/Temp : SwimmingPool Septic Tank Well ; Sign Finish Floor Elevation Survev ether CALCULATIONS and/ or NOTES : �uL—et—�zs bv : l1s I'm flGERHOLE -ANUSCNPINV 904 696 9458 P. ®1 A TR S MTq TON TIGERHOLE LANDSCAPING, INC. 10200 NEW BERLIN ROAD JACKSONVILLE, FLORIDA 32226 (904) 696-0033 (904) 696-9488 FAX TO: DATE: �= z 1 ACEs: �<- �^f_ (including fax cover sheet) FAX # 2 9Z- •�• Y 2 7 FROM: COMMENTS; r /a 1,51 / ) I J 1 RECEIVED L( �)U 1 21998 City of Atlantic Beach Building and Zoning JVL—L7L-773 27`i 1.7 t''11 >,latKrt�Lt �.ary LSerHPIN(; ybµ b70 '�O4 cs N rJL l*%TIGLRHOLE LANDSCAPING 1: .'�- '"� r Ef 10200 Nr:w 1ILRUN ROAD JAc'1'1U�vIt.LE. FLORIDA 3_226 (904) 696-0033 City of Atlantic Beach Building and Zoning S'anM- tO Pno7u parr. Larry Lester July 2, 1998 3~ rye wrn� 1905 Sevilla Blvd West Lester Residence cal ar"aM r Job W:NK-1 Atlantic Beach,FL 32233 Atlantic Beach M 14ftr Dare a PGe)s JO)P�". Larry Lester July 2, 1998 WE HEREBY SUBMIT SPECIFICATIONS AND ESTIMATES FOR: P. install drainage as shown on drawing pending permimad and approveO by Atlantic Beach Division of Public Works. L)CCEIVED b. Provide electrical wen9 for sump n pump by an licensed electrical contract & .1111, 2 1998 City of Atlantic Beach Building and Zoning TOTAL . . . . . . . . . . . . . . . . . . . . . . $2,470.00 7/2/98 - The undersigned agrees to this Proposal provided it meets the requirements of the City of Atlantic Beach and and does not violate any laws or ordinances set by the St. Johns River Water Management or any other good or reasonable WE PROPOSE HEREBY TO FURNISH MATERIAL AND LABOR-COMPLETE IN ACCORDANCE WITH ABOVE SPECIFICATIONS, FOR THE SUM OF: *** as adopted by the City of Atlantic 1pach Two Thousand Four Hundred and Noll 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $2.470.00 PAYMENT TO BE MADE AS FOLLOWS: . . . . . . . . . . . . 50%Upon Acceptance:and Balance Due Upon Completion. AUTHORIZED SIGNATURE: — OTE.This propose/may be with n7wn i/not accepted within 30 days. ACCEPTANCE OF PROP -The above prices.sp inns and condtions are hereby acccpted. You are authorved to do the work as specified_ Payme t , e m as out eve. SIGNATURk:! _�, DATE OF ACCEPTANCE: � SIGNATURE: _,_ . . DATE OF ACCEPTANCE:___ _ Lunefwgpcs nlDi.reinr-liun-.Since 1080 Lome/ CITY OF r fYiLGKNG ��-"t Office of Building Official REQUEST FOR INSPECTION 76 Permit No. / O Date A.M. Time P.M. Received � a Localit Jo ddress - ^ Owner's Contract Name MECHANICAL TE CONCREELECTRICAL PLUMBI BUILDING Air Cond. & ❑ Framing ❑ Footing ❑ Rough Wiring ❑ Out ❑/ Heating Re Roofing El Slab ❑ Temp Pole ❑ Top �,(i ❑ ❑ Sewer Fire Place Insulation ❑ Lintel ❑ Final Pre Fab READY FOR INSPECTION Wed. Thurs. Friday Mon. P.M. Inspection Made ' Final Inspection ❑ Inspector Certificate of Occupancy Date .i UL.-d--'7t5 rJK 1 7 Y Y 1 1 t�tliNl:1_t V1-iN1)SI;HP 1 Nl. ��4 b'3b 94 `.3 F'_ h'1 t y°� 16Y.14 El. 11.7 FOS _Inv,. 17.6 A ..Iti .ik} "PVC, See pc�a, 'i r Ex�s F'aJ i Ss„rcc Power F ra ,,n PCL anNor i, i fZe(ss- $cw Assc.,Hcd 2i'. 00 Lcs �t � EXiS� K� Cw �b Fi. tg,$S �ya5 Sev�ilq (� Ird west +G� rt�•� TIGERHOLE LANDSCAPING INC. Landscapes of Distinction REC'EIVED MMI Nr.w BEitmN ROAD JACKsoNvmu,FL 32226 tiUNN DAIS (904)696-W33 PROJECT MANAGER (904)696.94U Fax `1(ll. 2 1998 City Of Atlantic Building and Beach Zoning JUL-02-98 04 :20 PM TIGERHOLE LANDSCAPING 904 696 9488 P. 05 MyerS pYC Cc�: vale �S t$30 Pu AI P lrt +0 v^ pie � FOYeA a SRS Pµ � P � f r o. ►►� o-g e S u M P �o f T� Scc. 1e MSP SHOWING SUi�V ®ice LOT ? SEVILLA GARDENS UNIT ONE AS REGORDED IN PLAT BOOK 45 PAGES 6 8 6A OF THE GURRENT PUBLIC REGORDS OF DUVAL COUNTY, FLORIDA. GERTIFIED TO: INTERVEST GON5TRUGTION OF JAX., INC. L 0 T 8 o FOUND N 8 7 D 1 14 711 N = FOUND 1/2" IP • 73.00 12" P NO ID 18" PALM �o° PALM DURDEN Q 2" 5WEET&UM 2" 51NEET6UM- N 2-7017'52" E 2" 5NEETGUM' 15" PALM 4 7 q � "1."1,5 G H. • 12" PALM 3" 51^EET&UM D = Sa°58'10" 2" OAK�2, �J�F\� • I�" PALM L = 52.55' X SEEWEE T6UM 36" OAK "I�, s�o, •02b" OAK 1 14" PALM ''i) 30" OAK FOUND • 15" BAY I/2" IP �3 A kL J, • 15" PALM \ EAVES OVER LINE No 10 /AT THIS CORNER. 11.58. 13" PALM SO 20" OAK N 07 005'l q Y Y 24" OAK* < Gid 45.08 G1 f. 13.00' • `J SP 16" OAK 15" PALM 18" BAY rn A = 120'4425" R = 25.00' • J � Oo- �� 6°°- z L = 56.17' 12" PALM �s r 0:1 • �� 1 • 12" OAK10. OAK 18 PALM r o O • II" OAK ��- • 42" OAK (� nj (� vl FOUND `O 33 D4' 1 • NO ID14" OAK *15" PALM 6 �o� 6 C7/ O� 20.0'X 5.0' O j°S C J.E.A.EASEMENT �00 O FOUND l 1/2" I P ', NO I RECEIVED NOV 2 0 1997 City ��o'�f�nAtlantic Z�Beach NOT VALID MIRX9� 449I6MAAE 4 T7iE&IGINAL RAISED SEAL OF A FLORIDA LIGEN5ED SURVEYOR AND MAPPER. NOTES LEGEND PATE NOVEMBER 6,199? I.BEARINGS ARE BA5ED ON THE NORTHERLY LINE OF LOT 7 AS BEING N Hl" 18'47'E - Tuic is A P N" AGY r-J IAVGY TRFG I/ .ATInN SIIR\/FY ANTS PRnP/KF0 NnfrF I(YATV)N EI DENO7E5 CANGRETE MONJMEW Y.AI F I"=20' __ MAP 51HClAgl NG �u< `! 0= LOT SEVILLA 6A.RDEN5 UNIT ONE AS RECORDED IN PLAT BOOK 45 PAGES 6 d &A F THE GURRENT FUBLIG RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: LANRENGE E. LE5TER d LORRA.INE W. LESTER, 5UN `RUST BANK, NORTH FLORIDA, N.A. SOUTHERN TITLE OF NORTH FLORIDA, INC., CHICAGO TITLE IN5URANGE COMPANY AND INTERVE5T GON5TRUGTION OF JAX. INC. LST " N 8701014 7�� E 0 N FOUND 112" IF 75.00' 112" IF u7 NO 10 DUROEN Q N J N 2701752" F 78 4Q.q,5' GH. O = 59°56'10" R = 50.00' L = .52.33' 5TUCC0 WALL 6 CONCRETE A\C PAD NAIL LO'✓ �� DISK ,ao EAVES OVER LINE PL5 ,157 gJcp�p� /AT THI5 CORNER BRICK TWO STORY -4 DRIVE 5TUG60 4 WOOD FRAME ti�2° 77 ON CONCRETE 90. �h BLOCK GOLUMN5 FINISHED FLOOR ELEVATION N 07005'1q" W 45.08' GH. 12. 6 0 = 128°4432" �s �s_ J by coves ,�fo0 �. R = 25.00' p O ENTRANCE (� L �s -_/ BRICK 5TEP5 FOUND BRIGK 33.0• I/2" IF "'ALK NO /0 /U 6 0 torr x 5.0' s J.E.A. EASEMENT � 4eg 4:SSr„ FCUND 1/2" IF NO 10 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 50RVEYOR AND MAPPER, NOTES __GOND DATE UNE 25, 1998 o��o� ...a 1 nu THE NORTHERLY LINE OF LOT 7 A5 BEING N 87' 18'4T E i PSR 3844 16608 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH _ PERMIT INFORMATION - - -.. I---- LOCATION INFORMATION -=rmit. Number : 16608 tress : 1905 SEVILLA BOULEVARD WEST Permit Type:UTILITIES ATLANTIC BEACH . FLORIDA 32233 'Lass of Work°NEW - ------ LEGAL DESCRIPTION 'onstr . Type:WOOD FRAME +. ock: Lot : 7 Twp : _=proposed Use: SINGLE FAMILY :-ction: 0 Subd: Rnr.j: Dwellings : 0 Abdivision: SEVILLA GARDENS Est . Value, 0 .00 improv. Cost : 0 . 00 Total Fees : 25 .00 I Amount Paid.: 25 . 00 t rate Paid : 6/081/1998 T` - ;..,_ 7 -c : ?RR1 GATICN SYSTEM ._WNER iNFORMATION -_ - ._.____- _ ._.__ ___ APPLICATION FEES ---------- MR - AND MRS . LAWRENCE E . LESTER PERMIT 25 .40 431 PELVA LAKES CIRCLE ATLANTIC £EACH . FLORIDA 322?' hne , i 904)247-1543 _ _._.. CONTRACTOR INFORMATION t ame' 5TEWART & STEWART LANDSCAPING! _ dd r : 21231 COR P I ORATE SQUARE BLVD. JACKSONV.T.LE . FLORIDA 321-11 3 Lz,c . 1- 47, Exp * i 1 NOTES: I� f i 1 NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION I I BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $25.00 14 eceip 55 CHECKS 6255 ATLANTI BEACH BUILDIN DEP TMENT 00100003221000 6y: � /ti CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING,DEMOLITIONS Owner(s) : 2� /%, rE Address: � �• � s�v� �� n- "' (``o L__i• Phone: Lot #�_ Block or Unit # Subdivision: & Contractor: State License Address: P o / 4 g Phone No:. Ziz City J �, State J G t- Describe work to be done: Present use of building: Valuation of Proposed Construction: Proposed use: Is this an addition? If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New elec�::rical (or increase) ? New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT TIMEE (CObIMRCIAL) TWO (RESIDENTI.AL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMIvaTC -MVT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: Date: O r Signature CONTRACTOR �j /7 19! Y Sworn to and subscribed before me this d y of — NOTARY PUBLIC STATE OF FLORIDA AT LARGE t MY COM MSSION#CCtim,pig August 27,2000 7W TROY FAIN WOMW,INC. r PROPERTY DESCRIPTION RECEIVED Lot # Bloch # Section # Subdivision: -"�L\} NOV 2 0 1991 Street Name ` DESCRIPTION OFCI��Atlantic Beach or Address: \ Building and Zoning (If in a_ FLOOD HAZARD Flood Zone: A area complete page 3) Brief Description 1V Class of Work: New/ Remodel/Addition: ZONMG Type of Construction: Zoning Proposed District: Use::BW 46-Lu- -A C _ Estimated Value $_ Exceptions or Variances Materials: Granted: SoLid. or Filled Ground:. ��pI%C. Roof: 1E Method of Heating: Ofd Progeny Owner: �S. one Mailing Address Zip: CONTRACTOR INFOrakmTION Contractor: T�1 Phoneme. Mailing_ Address: Zip: m peration S ATE LICENSE NO: �,�!W I I HEREBY CERTIFY THAT I HAVE READ AND EXA11INED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT_ ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR- NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME T4 GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS,, ORDINANCESr OR LAWS IN AhIY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature Contractor Signature ' DATE SWORN TO AND SUB CRIBED BEFO ME BY THIS DAY OF �j�(`�� 1991. NOTARY°`PU$L-.9 a (��r�ifictttP of Mrruvanru (situ of Atlantic +Seac4 — Nariba Begartment of Nuilbing Nspectinn This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit No. 15689 Group w.frame Type Construction St Fire District Atlantic Beach Mr. and rs. Owner of Budding T awrence E LestgrAddress1905 Sevilla Boulevard West Bu ' g Addressl 0 evill Blvd W.Locality Atlantic Beach, FL 32233 .\ By. DON C. FORD Building iciai Date: POST IN A CONSPICUOUS PLACE 16 AT MESSAGE pORTAN FOR TIM P.M. DATE M OF ^ PHON BER❑ FAX jU ESION qEA GOOF Z " l(,--( ❑ MOBINUMB R TIME TO CALL AgEA CODE TELEPHONED PLEASE CALL GAME TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH RETURNED YOUR CALL WILL FAX TO YOU MESSAGE <� �C SIGNED TOPS FORM 4005 LITHO IN U.S.A. CITY OF B a 0; Office of Building Official / —4EQUEST FOR INSPECTION / d Permit No. Date Lp Time Received V Locality Job Addr s Owner's Cont MECHANICAL Name ELECTRICAL PLUMBING BUILDI CONCRETE ❑ Rough ❑ Air Cond. & El ❑ Rough Wiring ❑ Heating ❑ Footing Pole ❑ Top Out Fire Place Slab Framing ❑ El Temp ❑ Sewer ❑ Re Roofing ❑ Final Pre Fab Insulation ❑ Lintel READY FOR INSPECTION AAA PM Wed. rs. Friday Tues. Mon. A.M. �. Inspection Made Fin Certificate of Inspector Date nn IIII CITY OF n . I- 4 8n G Office of Building off icia L, � 5a� Z�v�� REQUEST FOR INSPEC 10 In 16 03 ermit No. P D Date ' A.M. Time �PM Received O Locali Job Addres Owner's Contract Name - CONCRETE C' ❑ Air on C IL C' Rough ❑ Rough ❑ Heating C' Footing ❑ Top Out Fire Place Framing Temp Pole ❑ Re Roofing C Slab r, Final ❑ Sewer Pre Fab Insulation C Lintel READY FOR INSPECTION Tues. Wed. Thurs. CD� Mon. A.M. Inspection Made Final ection ccupancy Inspector Date M r ,06 08�i07: 35a Creative Services & Fence 904-225-2688 P• 2 . r •�� r CnY OF ATLANTIC BEACH A I `�i.. VQ-)Sl61OMIS ROAD,ATLAWV 6EACr.r )zri] �v .'I tir.�E;tDueus:-5etoo:Fsxwo_N:*►tar-iA7S -. .�� BUILDING PERMIT APPIJGATIfDNJII!); DUVAL COUNTY d.VAL%^T1Ool Of WORN: I3,as IT,aJ mli M;sr • f •,r F 6 V Dr g1AUGTU+C ..: aE�ckl?r1o�r S.CtnSso r.uftx- C r4nv mil_Dvatl awwn--w 517 E3TIY l CT_,-0tCCX 9b90WISIOn t7 Ac"V104 �'��.1p•lJITNr.L= dr'rlM UCrr:14_ /.]ESC�LPYlQN.F r rORrC 13 ALTERATIONr,64-, �::ORV OLOG �.r7.iE 9PfiWtL J1: 0 agPaR uc�r.._r$PA ores f X71 GE �� Cl-ow n o1woI ❑no rRIJt1WNER: OONTRACrOR; ARr-MM.CTiLNGevkL XS.VAMEJ'_�• -S. 1dPA-Y Walt' 21.COMPANY IMME: 2R.IK;EnSSC[Nmirr: :O/;AQORC57: /� I7-RTAR OF FLC"QA UGW51! +O-: :i SW E OF`LUAIDA_nCt z- z h0- OS .fit°'✓i Ila )31✓Ct L!J' ,tl.nJOR:SS�Q�3IevX za�Jt><icSs r of-per?"OUC. r2.F4X tam. as O�vrCE PHOra 7D.Pit WA: Zr.OFF CE P"&VZ- 29.:/ace0.• .2aq-/:574/3 _ - aXs-!p IS CELL PHO NIC. xr.CrLL PNaNe: 20.CEL►PHCrr6: I03 --/_ 6' 7d `!� U,En 457 ADDR1t$S' ELWL IrDOrQSS: 70.Iii:ArL AC W.L'S�. - r � nom .�sf• a �� @ ,G`o MF-*wPL1ETwLXN r sOND1NGCOUPANT: NOlIWAGN!LENDC{i: t:arN!A.NY7oN.dt) l,.wNdE' S}P"ME MatAE 1'/ .DORESi• .ADWCELS Sii AD']ItEiS- ,]�� AppGt Arron is lleMtry/Rede lZ Obtain a ye"tt to 00 the work and irlStattalions Ls irrd:Cated. l 011W that no woAc or inslaaatcel his cerrim enced prior to Ct¢issualKe of a pemlil and ghat all wont will be perforrwd Uo mr,e7 the standa/ds of 31 tau..:rr411k31ing corFvu=ion in this jul•soictlon. This peril bbcorres nyM and void it work is not Comrmmnred u.ltl in Sic IG)mods. or if 5oo9truclon or work is suspeaded er dhar.Coned for a pe and of,ii(6) w0roths at arty VmA altar work iS M erlCLd. I understa:d 001 aepamae tcn'nils mvSt De-®v ured W Elcet+ieai Wof%Olrnbi.q,Siins.Wells,Pools.F urnrKsa.fsoilcrs,Heal&%.Tanks. Air Caaditicners,de. \ QWNERS AFFIDAVIT-1 caNiTy;hitt all tho faragoing Vor*naGon rS arzuraw BRO that ell W04%will b1c Corte to Qpwlpiarloe wittl ql:appivable Inw-Y OrgyulalirV owsimclton and zoning."vviff riot OCWM Or arse the ra'erencgd ttl,iainq«any P3A IltErO[.until all ielSpeCiDTssra Txaler.and prior to of rWwirlg a CtAdrtale of OGCUGagiCY 74/coepletion s:uW by ole twfkllfrp oKrial as recArr A ay law. ,k1I1211 WARNING TO OWNER: * * YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT N YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED 0 -H Y E FIRST INSPECTION. IF YOU INTEND TO ORT AIN Ft G, CONSULT Wil Y LENDER OR AN ATTORNEY BEFORE RECORDING UR NOTICE OF OOMIMENCE C� gWNERorAGENT COF113w;uw - e, R.ad.•I1 : J ro6w+w and Caie: �,„ GIIOrE Rwr th6r (1 Dal Of ,�.2007.n lha wrly e! fore Pae Urfa• _ally d .T. 2[07 M the sot Ary 0 .,trlre uT FlwiOtr,nos 6� 4/y appeared to Psal aU s,atftnenas and deClarat 04-1m rintry himself fnettlif Pond■lrrwa Mat all t twomartk>trW doctuati mMVO aGO ra1C.lyd a14 edcur7aa. , G y Notary Putft at-wgo•StTm of • /_�CountgyrCl f_ IarV Putlic aL 13 P.-volwy M (p.J i,� 2-4U'_ tfi.f,Krrr.n t�4r).tvcaa rrrar --_-- rWNtaa c.,rftoain _ NotaN St9rt]L- Nn Signa lro: HER _ SmIkuwGRAHAld ,>ste of t Kowa WNry Pubk-S1s:10f FbdSa Hyl 29,2009 �*a vriis,ioii flCcert b9ion btu REVIo CE s'�, ,• r ,a ++ CrMOV-WF SEE PERMITS FOR ADDITIONAL REQUtP EMENTS AND CONDITIONS. FILE COPY REVIEWED BY: DA 1 j. �f�,P �HOWItiG �U��/EY ✓F LOT -T SEVILLA &A.RDEMS UNIT ONE AS REGOROEE? IN ?LAT BOOK 45 PAGES 6 B 6A OF THE GURP-E!4T PUBLIC- REGORD5 OF DUVAL GGIJNT"• =LORIDA. i GERTIF:ED TO: '-Al^IRENC-E E. LESTER s LORRA.INE N. LESTER, SUN T=1 JST BANK, NORTH FLORIVA, NA. j SOUTHERN TITLE OF NORTH FLORIDA, iNG., r-HIGAC-0 71TLE GOMPANY A,Z) INTERVE5T GON15TRUGTION OF JAX. INC-. L T I � ❑ ,� _ L NO !D } GUFcDEN N 270/7'52" �8 3. 4q.cT8' G!f SrA 64s i� Z., = 5a°5&'IO' L 561 L = 52-33' STUCCO HALL d GONGRETE A\G PAC) 0�C* ! \ SC 1 ,�.✓ c_ NAIL d s.v �` 'AYES OVER LINE P•L5 5155 AT tM5 GO?saE2 TNO �T ORY DP-I VE 5 UGGO a WEEOOD FRAIN DRION GONGRETE 9 ^ 5LOC,< GOLUMNS FINISHED ELEVATION EL �ATION � N 0.7 ,1.°0511x GH. 06� rn = 120,44,32" 25.00' ` R = 0 nl L = 56.17' � r •'�.� �" 9A75Q I\j a lir J- ".,'� S..3f21GK '.n 5TEP5 FOUND �R'cK 33-Q !/Z" IP NO ID �6•�0�8,! . � �e�.X s.o• �L' Z, Gia 7 �J=_;. EASEMENT ?O gyp. 1 S*,tw FCUND ' 1,/ IF A NO 10 _ I � J ."OT VALID"THOUT'/:E 51CAAA'TL4z2 ANL rHe ORIG{NAL RA15cD SEAL OF A FLORIDA LICI JWE 9-R'E`rCR AMD HA,Fel- VGT=S• THE tG1ZTTf -r LINE OF LOT-1 AS BOIIG N Bl' 16'47'r= LEGcI[D 7A72 .uc "s, iaae — I.3EA RlTY7�? 3A•rte` C" n veKo 8 Cow.:Iz:T2 liMiR81f v.,v 1�'�• -- _...___!_ The Maximum° Vinyl Products line of Semi-Privacy Fencing gives you the feeling of seclusion, yet allows you to be part of the world around you : -.'!These fences are designed in various styles::—And..are available in contemporary colors. !et a Maximum® Vinyl Fencing Professional design a fence that fits your landscape and lifestyle. 1 f 1 1 r ' y Iso vil'afile I�Ta 4 T - 5 - u y liso Ava lab e : a In Tan _...: S7'M f N 1. r:- Meer a L -RUM 1 Aiso A►Wia4le i t'In Tan _ r 4 �iY�4'.tc"i'Ac.t .. 3. ....x• ` ..�i'_ -.. The Sen 1_1 P ivacy has the most available styles. Most sections are assembled with just under a half-inch spacing between slats and an aluminum reinforcement in the bottom rail. y$LAJ'i,,�� CITY OF ATLANTIC BEACH PERMIT INC I ZONING DE+P TAI NT ;;LIC ATION; ;00 Seminole Road l JI Atlantic Beach,Florida 32233 U (904)247-5900 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORD RE IRED DEPT: g / Y N PLANNING BUILDING Property Address: z r _ PUBLIC N WRKS ✓ 0 TIES Applicant: Project: nc� - �� rLr� Eyf `Y w -APPROVAL v 0 REQUIRED A ENCY: RECEIVED BY: INITIAL' DATE Z Y N D. .P HUFSTETLER CD y N S.J.R M. CARPER Cf i it y N ARMY CORP ENG CAPPER O y N HOTELS&RESA S HUFSTETLER APPLIC ON STAT — _ CIRCLE ONE: SITE BUILDING AP REVIEWED BY: INITIAL: DATE: ® ® 1 ST REV ® S O oY PLANNING ® ® 2ND REV BUILDING El 11 PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY I ® 3RD REV M - r 06 08 07: 35a Creative Services & Fence 904-225-2688 P. 2 c" CnY OF ATLANTIC BEACH _ CLW 00)GE1010CLE ROAD.ATLANYC REACT,r )ZYS! V 1 r aril OFr.:-:t.)JAmlito a sa7L No t7µw►t�t-Sats - BUILOING PERMIT APPLICA710N✓l�f; ouvAl COUNTY ?.VALUATION F YKIR!K: A at1=T,V%Seo Z6"07 FWAff- ?2�Ck1�llOr�e f ClAraioerrOgK• 6 u eF$TIR CTU+C lCT –@LCd 5V13W�,5r0N CNC+vOU:pOYO Of7rvt.r rl�N S17 ErTI.Y ).�ESCfiPYi r Aa.rgr tA�f1rG us{' etwwc":;VL: OM.F ioRrf: ❑ALTEMTIO.V '.SgORY nLOG a.Fz BPI! Jt �� d i3MR nl/Q.l SOA C1 YE5 'r Cl IDLE - 17OT-m No PRO cnwpftRl CONTRACTp0. ARC Cr!CMGwb6 X5-rAtrc S. uPANY W11AC 23.ZOMPAMY"A Me: R.GiW/Gr/�Cr �e�fer .0.N 24.110ENSL'ENAME: s K :O w40RCu7: 17.RyArC pF FL(3"L)A UGVP4M LL1: _S-STATE OK•LOAIOA:PCA%a:r.0: -Vi Ila ,8J✓CCW ,r.A�Dltess �.��traess 11 df--WEP"ONC r2.Fax MD.. 1G wncE 12CL twat Nd.: =r.OFF CE P/.OY-_ zea FAR NO.- me O.NE z1.CCLL rrlarce 29.ttL►►x riLE: la=y �i .�- 7r13 aro ,h f M 4l rGOORt r S' FUJUL Maar-SS: :0m wG W.l'S�. bor .� tFIM om S0o ~OL 1 tiONOtNG C901PAMY: iIIORTGAGE L@/OClii: 0 a,M0.,NY1 CLrrdtr IV.40MEi19.-wDOwELS Si:I1D'l/tE&S. AppliG*lron is ht—bay mode 13 obtain 9 pelota to CO Rte work and inStattabOns Cs inTrated. 1 cotMily that no worts or im.l:rllat n h3s Mmmv/rced prior to Me issuarwe of a perntil And that all worx wig be perfer�wd to mail the ctarldafds of 31 looz regukilinQ carvirudiol in Itis juvr:uietlon, ThIS peril becut,as nuts and void it work is not porrm raced witrin sire(G)nw"t :,or if,-,onsUnlletion or work i;Guspendel Cr abandoned for a period or aim(6y wwahs at any tine attar walk i3 cbrr lelhl; . I understand Mat mparate prrmts must be se_uret)W Eieevieo/1NoA6 Vlrertbiy,Sifsts.Wefts,Pools,FurTleesa,Boilers,Hdatsrs,Ta+1ka. Air Cmditionets.etc. OWNER'S AFFIDAVFT-1 conity;hat all the foregoing.0or.rvtion ie mccurE7b and that ail w00%Aria tm date In Compftrutos lYi@1 RI:apokable law_regulating octfslruatfon prtA unire.',rill not ocwft or use the ra'drr:ncgd buiklhN Ot any part therof.untN all inaocu;ionsam fralfe.and prior to obWwing a cenficate of oocuGancy w--umletion issued by the bultding aff ciol a-respired ay la~. 7kkr WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT N YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED O RLE FIRST INSPECTION, IF YOU INTEND TO 06TAU1 FI G, CONSULT WITH Y LENDER OR AN ATTORNEY BEFORE RECORDING UR NOTICE OF COMMENCE OWNER or AGENT- CGNIRAC'TOR Qf rz.eJnf) - 10�WIM GN .. Ca:o:�� i• _ :'[.'��l"' Oil.: ,,;�' 'G Oefaeerethat dayof a&. —2007inImmmunyof BeforemeVch� 07In:Aa-xtmy 031aW or Flvriso,not per• Aly appe3•ted OW..L 5WIS of FleridtA Urs(�esen rt.-FPea-1e Mein ty.,lm 0-'ho—f ar4lfirms L:ur A miammeras ono 4eawral,04%a c neon try ownsell t ne sof and eKe m Pat all swonwis and dwc4 rant s w vtre end aoeuraIV. erg.aro aonware. Noliy rums st_ergo,stout et / /_J County CI A, `(J�_ Q_ Ivry Putlic oL 1.irsr,Sia'.al O t, !C L my ar p4rar.c.amai' NotarySiyn�4 No sipnaUro: ,C.vYI/V "• SNI E GRAHAM fit R /hfpry Pubdc-St, t>I FbriQE X1001 t Fonda 'ltgrd�onErlpii�'Et1/,?r110 � pnFj�fresJuf29.2009 bis` y �tw µ-, , r caAeoadEstu eP, — z �? PROD r5M �• `i+. '�-..fr.wlaln;t Rssn. ;�'•1 „'1 b101dbllMtrorryApL CI'T'Y OF ATLANTIC BEACH PERMIT r S JING/ ZONING DEPARTMENTAPPLICATION # 000 Seminole Road s •-:A: Aflanfio Beach,Florida 32233 (904)247-a800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM %1RED DEPT: PLANNING 0 ` f� BUILDING Prroperty Address: zPUBLIC WORKS Ap�Blcante lam/ �a1 �.'�i�/�i� w TIES EPT. Project: 77 G - �� I �� I=TY w -APPROVAL v REQUIRED AGENCY: RECEIVED BY: INITIAL DATE Z re Y N D.E,P HUFSTETLER CD 5 Y N S.J.R.W.M. CARPER i Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETL.ER APPLICATION STATUS CIRCLE ONE: SITE BUILDIN DA AP ,REVIEWED BY: INITIAL: DATE: ® 1 ST REVIV PLANNING ® ® 2ND REV BUIL.DIN PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY El 3RD REV CITY OF ATLANTIC BEACH PERMIT s BUILDING/ ZONING DEPAR'T'MENT APPLICATION ## 000 Seminole Road Atlantic Beach,Florida 32233 (/ �. (904)247-5800 (904)247-5845 Fax C www.coab.us MAR 1 2008 APPLICATION TRACKING FORM BY' J RE IRED DEPT: Y N PLANNING /�D� �� /•//� /✓Ci IN z td BUILDING Property Address. ! z r Q F KS Y N PUBLIC WORKS A'�D'�BReante lel X47 ✓� ��f�I�l L� S 0 ES (r� y EPT. Project:. 77 y Eiv -APPROVAL w RECEIVED BY: INITIAL DATE: v o REQUIRED AGENCY: w D.E.P N Y HUFSTETLER � ¢ y N S.J.RW.M. CARPER z y N ARMY CORPS of ENG11111 CARPER O y N HOTELS&RESAURANTS HUFSTEfLER A.PPLIGA;TION STATUS _ PDATE:EOIRE S BUILDING D AP REVIEWED BY: INITIAL: ® 1 ST REV [3 (A fp th 0'.#� g 17 OLS GC) `'� ® 2ND REV ® �— �� O0 S . PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Public Works Plan Review Comments /J Date: 3 Initials:'` ^�'� i 50��c�v��3�,vD•vt� Project Name/Address: A5616&a- Application Permit#: D 8 Check Box Application:'racking-,Comments to Add Comment Provide impervious surface calculations. ❑ Provide erosion and sediment control plans with installation details and maintenance ❑ schedule. Provide drainage plans showing site topography (flow arrows, etc.) ❑ Provide construction site management plan, including Right-of-Way Permit if using ❑ right-of-way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing 1' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required ❑ per Section 24-66(b). (See attached info. Sheet If on-site storage is required, a post construction topographic survey documenting ❑ proper construction will be required. A Right-of-Way Permit must be obtained for use ❑ A Revocable Encroachment Permit must be obtained. ❑ Pool—Wellpoint(if used)must discharge into vegetated area 10' minimum from ❑ street or drainage feature (swale, structure or lagoon). All driveway aprons must be concrete, 5 inches thick, 4000 psi, with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not ❑ allowed in the ROW Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be ❑ shown on the plans. M -r 06 08 07135a Creative Services & Fence 904-225-2688 PN2 c" Cl7Y OF ATLANTIC BEACH 08 '' \L� 00')8E111MCLE ROAD.A TLAN C OEACr.r-)1=3 .. 1 r- _ '';.il OF�.: :(00�)1<:-5020•:FA7tN0_rtiN►231-i8,S :. BUILDING PERMIT APPU&;4TIONJJ%f; DUVAL COUNTY ,..tea aperte•rax.vAkwYION ,vaxMu o,as�uNOErI rtWF 7. •.; ?E.QCW'nCft R u OF SMUCTU4L C MCN elA:p O'10 97E�TUY LCT_.-fdeCCR SV3 DWrsron i']AprA FNa1 r1t1111G I.= ❑t:tau v,CR:K.. �.3ESCaD11"CF rIORrC Q ALTERAria.y '/I71f(3A��: g,Ogr eLOG ..Azo 3PF11retl Jt t'7f CE a DTMJt 0.0 ACCT I LG akPRO 6WMER: OONTAc < k X S. S. KP/1r+Y wLrrt 27.�OMrAMV r.110EIN8NAMe: .�.+ l`[IM1.Y�_ :O AODRC53: 17.QrA,rN OF FLC"LJA UCV_#M 4M: 'i sy TE OF•LUA10A-rCZZ.E 1/0: 14vS je—I/i I/a ,81 rd"LV ,n.�doRsss�Q/'r. IC�xI� x.�onrtesa klanfIC- 1 1 of-ow ftqowC. 12.Fix ND.. 10 o'rKX PHON 101 riot NO,: x•.OFF CE 1311101y 2A.=Aa[No: ,i.C hl r/q ME zl.i1.LL rM/0NE tl.Ctll PH Cn6: ,h t:M 4l f.00Rt r74 EIUKL ADORK=; 74 L V ATL ACUAWSJ. ' (�13 t'om .4'S�• a. « � ,moo rC=F_,%WPLE TrlrLF MOLDER, aoNt)INt`r COMPAUr. AIORMAOCLEXULf7_ (:orNSa,MylOMrdl) A,.NAME: S}NRMG 2`A W_NOORELS, N-ADLrAEUL 34 Aaclow15. APpliGtrOn is fl=-by MOOD 17 obtain a Pe Mll to Oo Via work and inSta<ialions tS Irfd.eated. 1 Cnrtlfy IN" n0 Work or inst:dation has Corrvirw%ved prior To Me iSSuaMe of a perml V-d that all worx will be perfor nod to meal the standalds CT aft laws fegul3tiry cumlru_-tial in ttis jut"Seidon. This permit boeorres null and void it work is not oorr)rnonwd r"rlfrry Six M menti:,or if WnSUWS n Or work i$SYSpeACL-1 cc ehandon"for a pef:iod Ot ail(6) MWAhs at any tolyl attar wwk iS corvyiencM. 1 undernto.-4 Vial separale permits must 730 541l_ured W Ck,cwiralWoft PlwnbbmA Signs.Wous,Pools.Furneesa.Beilcrs,Heattrs,Tanks. Air Conditioners,01C. OWNERS AFVIDAVfT-1 cofl;lV th%r all the fareyaing.nfor*rialion is accuraM■nd that ell wont wit be 4Oorw In pora,pliwme wil"N:appicabie tars regulating PMSlnrction at1O ion ft.'wit riot 9=upy or Lse the re'erancgd buildir4 or any pxt thetfd.until all ir,spet^iozsarg rrder and prior to obwrins a ceAAcate of occurancy s+cotrvle6w irwW by the bufldinp Official as rct•)Lirc_d ay law. *111A WARNING TO OWNER: *+ YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT N YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY-A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED O R E FIRST INSPECTION. IF YOU INTEND TO OBTAIN F1 G, CONSULT WITH Y LENDER OR AN ATTORNEY BEFORE RECORDING UR NOTICE OF COMMENCE OWNER or AGENT" CONTR/SCTOK V. n ' 0, RrWrr11 .. 1O1.AIYIR CN . r ,Delare rre,hec day of �2trp7 tM,a w.gry n{ fore Tec U,}S �� aay d 2CO7'In:tor Or,Wry O`^` NNW W Flof'".nos per aIV appowed Ov—L 5!n'e o,FloridR Ma Mei On Alio AFPes--" 24 Mrin ey ii,r....rN:L:se.T ono atrirm:,:ur au Valftmers&Ono d*gfitOAs arc neon by hrmeeff f WASP and gMtr,Nt Pat all slatemwte and dacbvaoa,s of orr ww and oora4ata BMW trio atBDcvata. Nary PutRlt at.gigo,Skrre of • _ County CI _ raft/NMI:m t.ar,+,Sla're■1 Ete(. �-_-C__'ruy at I t�r�uNCNA Ilcrr' _ .._ Ar►Jyt/.ca,Y,or/r, _ NataN SiyM1aL W s9a411tirg: • SHI E GRAHAM Hf R tale of f wnda h"tary PubYt-SN►b Of Fbd� aenMillknEllpirt?_- cL14.?410 - r • myCp�Wn�aJut29.2009 1r-• eeL,e rttioaet'iitea;seeD +r:owMo1 n:,f xfsn. :;�� rT= M�! AWL CITY OF zFSead - 5&uda 800 SEMINOLE ROAD .ATLANTIC BEACH. FLORIDA 31-233-5445 TELEPHONE(904) 347-5800 slid EA_Y(904) 247-5805 NOTICE TO: Water Department FROM: -Building Department DATE Please be advised that the tainal building inspection has been completed on each ofc the Tol i o;aing addresses and construct:on nater is no longer needed: Permit Number Address sincerely, Building Department CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-:445 -- - ----- - - TELEPHONE(904) 247-5800 FAX(904) 247-5805 NOTICE TO: Water Department FROM: /B-t,ilding Department TJP.Tc'' Please be advised that the final building inspection has been completed on each of the following addresses and construct-41 on water is no longer needed: . Permit Number Address Sincerely, Building Department . . . . . . . . . . . C�PrttfictttP of (orcuVancy (situ of Atlantic Neac4 — +Aloriba flepnrtmrnt of Nut`iding Jnspertion I This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit No. 15689 _ Group W.frame Type Construction Sf Fire District Atlantic Beach Mr. an rs. i Owner of Building Lawrence E LesterAddress190 Sevilla Boulevard Wes~ BuildingAddress 05 Sevilla Blvd W.Locality Atlantic Beach FL 32233 `\'N I CAA By: DON C. FORD Building ficial Date: 1 2` 9� POST IN A CONSPICUOUS PLACE BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: Building Permit Number: Address : Legal Description: /--o 7 4- 7,, Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NNOTIFIED DATE APPROVED BY Fire /V / to p p Public Works Planning Building1 0 �—� _g 07/01/98 08:33 _ 904 221 3588 ICI OF JAS INC. Q001 M4fa SHOWING StJRVY ©f= LOT 1 515VILLA 6ARDBJS UNIT ONE A4 REGORDar) IN PLAT?TOOK 45 PAC-E5 6 i 6A OF OUVAL COUNT;,,FLtRIDA. OF--1 GURRENT PI;;tj!I CERTIFIED Tp. LArIRF+CE E. LESTFR LCRR NINE H.LE5TEk 504 TRUST BANK,NORTH FLORIDA,N.A. 50JTHL� riTLg,-OF NORTH F{.ORIDA. INC., CHlGA60 TIT-5 INSURAN NTa2VF7T G:?NSTRUCTION Of jAX. INC. GE COMPANY AND LCI' 8 N ourrG N 870'8,47,1 E W 1/2" IP 73.©G' FOUN0 NO 1D112"IP ti t9URDEN 2701752" E ,$3 s�r-SBvo- L - 32-39' STUCGCI wAyj,s " t\" Sc'T 1 OMGYY r G SAO `y NAIL �\ a✓ Pa �� D(5K '• 5`• a�5133 �a. q',r0l- , E.AvfS OVER:.INE AT THIS C01III $RICK TWO SFDfcY � 2'lFr' 1'+" STUCCO d WOOD FRAME- ON RAME ! ji t ON CONGIkETt 90 BLOCK COLUMNS N 07 605'l qi" i q / FINISHED PLOOR ELEVATION 45 08' p : 126'x431' a R=73.00' is tr.`rbc Cl =55-tT Q FCUNL7 eMcx ff V2" IP v4ftA N No ro '^ S), 66 9�G R Ay :o.o x 5-o- t" 4 © NO ID �S MT vKip 1y11iyT T1E f1f1Y111 AiO T/IE OyGUUL RA:eGp 5P.K OF A PLORR)A Lil*1 9LR`T'OR A111 MA,I NOYLS 2 91111 ARE SAMW O+ r UND OF LOT r D 511 n •is'• E L.EG�ND T[ Jim 76 ...e A Cali JKrlrf•WMw' 15 A 3..3-�v,+rrpH�9MCw+�rM?•Al 11199!1!! 1110 UMTC'�4TAi '�OAbTK.�+D 3Epp[Tti yl,�.�•• SGKE �'•-.O' DAT W. NATIOw�pp,(��1�G`A�1fT1GA1,QP�9JG.Mb.vD.CM IV.). OfNCrb�C! ,C!W. 3055 •.81'Pr1SAPML PLOTnn6 01(•Y,�TQ'P�F.i.�O�`PfRi'T bHOY1v�6lEOe1 uN WTYMN �A. e0� 1Kme' PPE'.Cr ?aOORtrp M AS SMO:w OM n!rSIAL V %04C. MA1,I r.Q(r A(1Qe[Y�Pr.A},NATOW.L � >af 0�f.-„li�ri.G if•f.-' P��M:—=QA'R NM fFJ--, t'LwlMh'P,wH.yam, • �11a.,c.IWo ..gay, 'J•32.1. -- ae11 OATt: APia1- _ x o•o.e5 10554rT � CIW '�.—aft ORS mo=..ANT"I'MiCH CF I;e PARCEL TMT MAY E6 De"o Ai WEr� 4 PRP wrel 6r 9TATE OR GOAWI WAA.A6�+GICS.MA5�06TVI-w AW LL a rt R n1eVP1eo1.t6.IoT TE RE s&ny OF T.le A a ,j L:aND SURVI=—ORS, INC. e.t16iE ryv EE RE8rR1cn01r>OR EA6&W-Ts or RL-cow;%;.I9r nTLE EXu•1rwft Tw.r w..E wr g&-4r �1, awnnCAT{CF Aljl110N1iAT1DM hD. w 6661 An TMA-NAY BE M Tey PPOF$ NA.'JAIfO':�1CrToR# OPFGE.!ROs)+M..�6W PAM. P Nerr r 97WE�'.' ZC e• amp 190N 9 30— PAH. WRE LCBa9lD SUK� ` i 0�4(40N 36�.�ipr,7 PD4. POM Ri.g. REpISr$R®LANG 51RVETOR r•• "I, 4--4U16MALIP ft-K G AV}1�ORIT' , y}roC== hil/Wlleyt"•Ii M'aE R�P�QYr nON OP AN P.C. POINT OP CLYNA EOI� 6anPPe3tT YV'n 11OPA N."�py�y, a�'A'�/d0 IS KL.ORDAKE oz T OF C4MP t0 OST V A'O 11D LAL f1OK rMtO�yR� y5�_ 9iivEvoRS� P"OF?D Lv�4 i3�.?r21MlbOl.RORmA P1+G. 0CMT OP GNzvA rRE Ml+l P{d,p'F.l AOP1e11! T t O:1'CW�4V4 .PLCRIpA STA+LITf�, Ply. P�A�INT{ �M*�S6O1'1Or/ R. �0 OA VOL O41(,y1L REG-'ROS voLy.E LL- A- LENs JALy 2•• f ew oom O�10RDO�ARW DR57ANCE 6:xw.5 - ' 0. C• CELTA OR LD+MN_^WA_E"AL_4 i.1eL WK-o-w RGST.:GnON uNE 1P_ GOM PI Tk.>rC'OP pL.ORIDA ww- R,[$I$ .�Y=:2.'.L�•'TIFGAT tb.S14S FLOODPLAIN DEVELOPMENT INFORMATION Location:: I(401:&�e'6 \a F—S Type of Development: Flood Zone: A Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon and that the plans and supporting data have been or shall be the above information being correct p PP 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. �p Date Applicant's Signature MAW— Department Use: Required Lowest Floor Elevation 8• � As Built Lowest Floor Elevation 2 Survey Filed with Building Department X---- Building Department Repres ntative PSR-38,44 16243 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - -- PERMIT INFORMATION -------- Lr-).'-"P.Tlr-)N INFCRMAT1CN Permit Number: 16243 Address ! IQ 1-05 SEVILLA BOULEVARD WEST Permit Tvpe :MECHANICAL ATLANTIC BEACH . FLORIDA 32232 ,:lass of Work:NEW --------- LEGAL DESCRIPTION Constr . Type:WOOD FRAME Block- Lot : ? Twp : Proposed Use: SINGYLE FAMILY Section* 0 Subd: Rna* Dwellings : 0 Subdivision: SEVILLA GARDENS Est . Value : 0 .00 Improv . Cost : 0 .00 Total Fees ! 25 .00 Amount Paid: 25 . 00 rata Paid: 40111998 'IREPLAI E '--IWNER INFORMATION --------- APPLICATION FEES - ---- --- - Name , MF% . AND MRS . LAWRENCE E. LESTY, PERMIT 25 Addr: 431 SELVA LAKES CIRCLE ATLANTIC BEACH . FLORIDA 3223-k Fhone: , qO4 ' 247 -1543 CONTRRCTOR iNFORMATION Narne SAWYER GAS COMPANY Addr - 4-1 -1 PABLO AVENUE JACKSONVILLE BEACH . FL 32250 Exp * Type * NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.99 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $25.60 14 Date: 4/e8PJ8 bl Receipt: 81ji-230 CASH ATLANTIP,BEACH BUILDING DEPARTMENT 08189883221808 By: BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. IStreet Address: LOCATION OF Intersecting Streets: Between [��/(/OGS �G Q� And A7AJ9_-i/(- dt-V BUILDING Sub-division J`elJ/Lc a II. IDENTIFICATION — 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 attactLed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical �- Contractors �� c� Contractor (Print) �� 'AIL Mester OO Name of _ _ 2 c7 G 3 Property Owner :e')ev J O Signature of Owner Signature of or Authorized Agent / Architect or Engineer III. GENERAL INFORMATION A, Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON ❑ Electric THIS BUILDING OR SITE? V J E Gas—Q LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMB`ER OF CONSTRUCTION 13 Oil PERMIT �s� ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) A Residential or ❑ Commercial ❑ Heat ❑ Space ❑ Recessed O Central O Floor X New Building ❑ Air Conditioning: ❑ Room ❑ Central ❑ Existing Building ❑ Duct System: Material Thickness ❑ Replacement of existing system Maximum capacity c f m New installation(No system previously installed) ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity 9-P.M. ❑ Fire sprinklers: Number of heads ❑ Elevator ❑ Manlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (R—"d) ❑ Tanks (number) Remarks ❑ LPG contains,K (number) ❑ Unfired pressure vessel Permit Approved by Data- 13 eh❑ loilen ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity Arwinr Number UD nita escription Model Number Manufacturer (Tons) cY CITY OF No 24409 ATLANTIC BEACH FLORIDA -5- 19-1 NAME ADDRESS CITY --------------- f 7 v� PAID 719% When Signed, Dated and Numbered, This Becomes ean official I Receipt ce ed MAKE CHECKS PAYABLE TO TREASURER CITY OF ATLANTIC BEACH, FLORIDA awwwwomm— -t— cl-pT OF � � 15-6009 Office 0i Building Official 40Z t 1 / REQUEST FOR INSPE SI Pe it No. ----�� ime — P.h4. p�ceived ------- >-,�� Locality — Jot•Addie s � Contractor MECHANICAL Owner's — LUMBING n LE CAL " Name ,RETE Rou Heating Rough mng Top Out Fire Place - BUILDING Footing / = Temp Pole - $ewer pre Fab j Framing - Slab�(a,(/ - Final �4{� CTION insulation' REA OR INSPEFes" Thurs. Wed. A .• M. mal Inspection r Certificate of Occupancy �J ate V10 C -G 17d d TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address � - etc:��crazs:�_{t � C:r��Za e�cc�ssx pis. . Please update vour records accordingly. T IlGa(4ti4)UIL CITY OF ATLANTIC BEACH /vcb //II CITY OF Office of Building Official REQUEST FOR INSPECTION � Permit No. Date A.M. Time P.M. Received ! �y Locality 7�iJob Address 2 Contractor MECHANICAL Owner's PLUMBING MECHANICAL � Name _ ELECTRICALAir Cond. & CONCRETE h Wiring ❑ Rough Heating ❑ BUILDING Rough Top Out n Fire Place Footing — Temp pole Sewer pre Fab Framing Slab Final Re Roofing Lintel — A.M. READY Insulation FOR INSPECTION Friday P.M. � s. Wed. Mon. Tues. gy, rM 3 i Z Final Inspection u Insp ection Made Certificate of Occupancy Inspector Date CITY OF ATLANTIC BEACH N22 24005 FLORIDA NAME ADDRESS CITY X15.00 �4 �tzceipt: 0Q418464 ➢ate: 3/16/46 1 881 0@83241080 When Signed, Dated and Numbered, This Becomes an Official Receipt Received Payment MAKE CHECKS PAYABLE TO CITY OF ATLANTIC REACH, FLORIDA TREASURER r � CITY OF > rtic b'e�ac� - ��Cvuda 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 March 12, 1998 State Farm Insurance Company Attention: Don Chao Re: 1905 Sevilla Boulevard West Dear Sir: The property known as 1905 Sevilla Boulevard West is considered by the Atlantic Beach Building Official to be in Flood Zone "X" according to the Flood Rate Insurance Rate Map as of April 7, 1989. Sincerely, Don C. Ford Building Official DCF/pah xc: Larry Lester PSR-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH -- PERMIT INFORMATI_i - - LOCATION INFORMATION -- --- -ermit Number: 11-5003 :address : 1905 SEVILLA BOULEVARD WEST Permit Type:PLUMBING ATLANTIC BEACH . FLORIDA32233 "lass of Wark:NEw --- -- LEGAL DESCRIPTION _ Black : Lat : ? Twp : Constr . Type:WC?OD FRAME Proposed Use : SINGLE FAMILY Section: Subd: Dwellina4 : Subdivision: SEViLLA GARDENS Est , Value n n'" improv - Cort '. n . 00 Total Fees • Amount Fal-d, Fward: :1D)escc ' 'Nr IN NEW INFORI.MATION -- _-_--.. APPLICATION FEES ---------- <. PERMIT 81 ' 151. Name : MR- AND MRS . LAWRENCE E. IFCm� .1 Add- r- —, l SELVA LAKES CIRCLE -.TLANTIC BEACH , FLORIDA.. � p�jone, ' ?04 ) 241- 1543 C0NTF:At-"Trr: INFOR14ATIOV Name . DON HARRIS PLUMBING= A.3dr 4029 ELANDINir BLVL^• . JACKSONVILLE . FLA . 3221(. Li _ . C'FC014194 Exp . ! 1 T• �, NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANR BUILDING IMPROVEMENTS-LIEN IN THE PROPERTY OWNER PAYING TWICE FOR 99 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. < < CHECKS gs�lgHpH3221888 ATLANTIC_ BEACH BUILDING DEPARTMENT By: C %�._. - PSR-9844 16022 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH -- PERMIT INFORMATION - --__-- LOCATION INFORMATION ---- 'ermit Number : 15022 ddress : 1905 SEVILLA BOULEVARD WEST Permit Tvpe :MECHANICAL ATLANTIC BEACH; FLORIDA 32233 lass of Wark:NEW ---------- LEGAL DESCRIPTION ----------- Constr . Tvve :WOOD FRAME Block— Lot :Z Twp: Proposed Use SINGLE FAMILY Section: 0 Subd : Rna : n Dwellinas : 0 Subdivision : SEVILLA GARDENS Est . Value: 0 .0c' Im,arov. Cost , 0 • C'= Total Fees : 55 .00 Amount Paid: 65 . 00 t' Lta Pai-I- "? ! HEAT AND AT ,, IN NEW HOME CMNER INFORMATION __._ ___ __ ------- - APPLICATION FEES lame ' T,ND MRS . LAWRENCE E . LESTF.: FERN!T T 65 • �" Addr ' - 31 SELVA LAKE: CIRCLE r.TLANTI- BEACH . FLORIDA 3?: Qhnr,e , ( 904 x247 154 2 ----- - CONTFACT-'F: INFORMATICN -- - lame -. SCOTT AIR TE,":HN��LOGY Addr : 3545 ST . PUt!!,)STINE ROAr JACKSONVILLE. FLORIDA 3220? Li---- : CAC035526 Exp:r i Tvve : (Dori (;,)d NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED 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 MECHANICS' 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. � �; ATLANTIC BEACH BUILDING DEPARTMENT By: .�- Feb-09-98 15 : 13 P . 01 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH A71LANTIC BEACH. FLOnIDA 32233 APPLICATION FOR MECHANICAL PERMIT - CALL-IN NUM_BER — Applicant to complete all items in sections I, il, III, and IV. I. 105 �_ ,__� � -_-- LOCATION Street Addrer,: OF Inlersetfinq $Iretlt• Between ____., — _____ And_ �___ BUILDING sub•diriiion �� __S 11. ---- � II. IDENTIFICATION — To be completed by all applicants In consideration of pe,-,f gF.en for doinq the work as described in the ehr.ve ,tetnrnnnt we hereby ngree to perfo,n said work in accordance with the effached plans and specification, which are a part hereof and in ar-cordanee wills the Gtv of Jacksonville ordinances and standards of goed practice listed therein. Name of mechanical Conlracton Conhaetor (Prinf) IC_k }Taster Hama of Property Owner Signature of Owner Signature of or Authorized Agent Architect ar Enginaar III. GENERAL INFORMATION A. Type o eating fuel: B. 15 OTHER CONSTRUCTION BEING DONE ON Ef•Ctric THIS BUILOING OR SITE? ❑ Gas ❑ LP ❑ Nefvral ❑ Central Utility VES GIVE NUMBER OF CON//STRUCT ON ❑ Oil ❑ Other -- Specify IV. ME'CHANFCAL EQUIPMENT TO EE INSTALLED �7r, OF WORK (Provide complete list of componenh on back of this form) sidentlal or L-) Cominerrial Heel L] Space ❑ Recessed c Genfral O F#oor 9u11ding v ndrtio,,inq: ❑ Room Exlsling Building U+et System: Material T?tieknese �. Re aeernenl of existing system Masimvm capacity a DO D c.f.m. New Installation (No system prevlously Installed) Extenslon or add-on to existing system ❑ R/frigeretion U Other — Speckly ❑ Cooling tower. Capacity ❑ Fre tprinklrn: Number of hood---- C) Elevelor Cl Menllfl ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (R-1-4,d) ❑ Tanks (number) Re narks ❑ LPG containers (number) ❑ Unfirsd presture vessel v ❑ toilersPermit Approved by Dst� ❑ O*er --- Specify Permit Fee LIST ALL EQUIPMENT AIR COND1110NING AND REFRIGERATION FQUIPMEKI v~ Capacity A peovitsg Number Unit■ Description Mc4o!Number MLnufacturer (TOw) cP DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH LOCATION INFORMATION - ---- --. - -- PERMIT INF-OR.MATION ---- _-- 1905 SEVILLA BOULEVARD WEST 15669 *ddress : 3 perm;t Number ' ATLANTIC BEACH . FLORIDA 3`21 Permit Type :BUILDING _-------- LEGAL DESCRIPTION - -- :,lass of Work:NEW Block. Lot : 77 Twp : ^�nstr . TypP :WOOD FRAMERna; n Section; s� p,��=d: Rn- proposed Use : SIN'1LE FFiMz �`= Subdivision' SEVILLA GARDEN Dwellings ' Est . Value: Improv , Ca st ; ' Total Fees ` ' 26F , 96 Amount Fa, - . 266 - 96 rq t iSTRTj'CT NEW H;.. T'I Ari APPLjcRT(-,N FEES aarr�e MR , AND MRS LAWRENCE E . ?�F�.�E' PERMIT T FEE 590 , 00 �,ddr., :I t SELVAWATEp'. IMPAC1, .LAVES CIRCLE 1 , 250 ,00 SEWER LL IMPACT FEE ATLANTI'-� EAf-fl FLORIDA 3--- . WAT 'tML'T'ER/TAP 7 . 58 rz};or,,j'j,, 904) 247-154 RADON GAS-H .R. S - 0 . 40 -<<- CY C,F INFORMATION I ON ----_ RADON CAB 5% a"` 325 -00 NTR.A T CAPITAL IMPROVE . -''�>VS^'Rt1CTION �F JAX {� (jn Mame : IN'IER'VEST SEWER TAF 35 .00 aav: 3740 ST , jCHN BLUFF ROAD CROSS CONNECTION 00 JACKSONVILLE , FLORIDA 3�. �4 0 .00- Exp: i SEC H IMPACT FEE ,, 19 CONST . SURCHARGE SCHARGEIATL.BCH . NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWN<< COMPLY WITH THE MECHANICS' LIEN LAWIMPROVEMENTSCAN RESULT !N FAILURE TO THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMP THIS PERMIT AND SUBJECT TO REVOCATION FOR ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC EACH BUILD GPARTMENT 11y: �` CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT I rr TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-- _ — 19 "� 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 ELECTRICIAN SIGNATURE ' JOURNEYMAN NAME- 1 �"`;► ADDRESS: I vi-I RFD BOX BLDG.SIZE BETWEEN: RES. (,it APT. ( 1 comm. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW ( Y' OLD ( 1 REW. l 1 ADDITION ( ) TRAILER ( 1 TEMP. ( ,I SIGNS ( ) SO. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE 4 AMPS - COPPER ( 1 ALUM. SWITCH OR BREAKER ::_]AMPS PH 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 0.30 AMPS. 31•100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. _ FIXED 0.100 AMPS. OVER APPLIANCES - BELL TRANSF. AIR N.P. RATING N.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS � i I CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT - 19 q� TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-- 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. inle 1`LECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE _BURN YMAN NAME. _Y�5 ADDRESS:_, ' I " %� - RFD SOX BLDG.SIZE BETWEEN: RES. I. 7 APT. I 1 COMM- ( 1 PUBLIC ( 1 INDUS. ( 1 NEW(-I OLD ( 1 REVD. ( ) ADDITION ( ) TRAILER ( 1 TEMP. ( ) SIGNS ( ) SO. FT. SERVICE: NEW Y 1 INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE _O AMPS U COPPER ALUM. SWITCH OR BREAKER AMPS ]PH - � LT 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 0.30 AMPS. 31.100 AMPS. SWITCHES -- INCANDESCENT _ FLUORESCENT&M.V. --- FIXED 0.100 AMPS. OVER --- ----- —— — APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL NEAT: KW-HEAT 1 i �; l 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A NORTH 1 2 3 PROJECT NAME: BUILDER: ;0 INS- ' AND ADDRESS: PERMITTING CLIMATE 1 ❑2 ❑3 OFFICE: r An7.0/ /aC� OWNER: PERMIT N0. / r� 8 JURISDICTION NO.: v Please Print CK 1. New construction or addition 1 t 2. Single family detached or Multifamily attached 2• S r 3. If Multifamily-No. of units covered by this submission 3. 4. If Multifamily, is this a worst case (yes/ no) 4• 5. Conditioned floor area (sq. ft.) 5. a S d l 6. Predominant eave overhang (ft.) 6. I r S 7. Porch overhang length (ft.) 7• 1.D, 8. Glass area and type: Single Pane Double Pane a. Clear glass 8a. sq. ft. (Q�sq. ft. b. Tint, film or solar screen 8b. sq. ft. sq. ft. 9. Floor type and insulation: a. Slab on grade (R-value + perimeter) 9a. R= I. ft. b. Wood, raised (R-value + sq. ft.) 9b. R= fig_, SS S Z sq• ft. c. Concrete, raised (R-value) 9c. R= sq. It. _ 10. Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R-value) 10a-1 R= sq. ft. 2. Wood frame (Insulation R-value) 10a-2 R=_ 1)_ Esq. ft. 3. Steel (Insulation R-value) 10a-3 R= sq. ft. 4. Log (Insulation R-value) 10a-4 R= sq. ft. b. Adjacent: 1. Concrete (Insulation R-value) 10b-1 R= _sq. ft 2. Wood frame (Insulation R-value) 10b-2 R=1_ aA If sq. ft.` 3. Steel (Insulation R-value) 10b-3 R= sq. ft. 4. Log (Insulation R-value) 10b-4 R= _sq. ft 11. Ceiling type area and insulation: a. Under attic (insulation R-value) 11a. R= n _ sq• ft._ b. Single assembly (Insulation R-value) 11b. R= _sq. ft 12. Air distribution systems a. Ducts (Insulation + Location) 12a. R= , (con )ncon� b. Air Handler( Insulation + Location) 12b. R= , (con uncond. 13. Cooling system fit, (Types:central split,central single pkg.,room unit, PTAC.,none) 13. Type: SEER/EER/COP: l o. 0 14. Heating system: 14. Type: (Types:heat pump,elec.strip,nat.gas,L.P.gas,room or PTAC,none) HSPF/COP/AFUE: �- 15. Hot water system: 15. Type: e-1-v (Types:elec.,natural gas,solar,L.P.gas,none) EF: q 16. Hot Water Credits: a. Heat Recovery (HR) 16a. b. Dedicated Heat Pump(DHP) 16a. 17. Infiltration practice: 1, 2 or 3 17. .2 18. HVAC Credits(Type in Letter designation:CF-Ceiling Fan,CV-Cross vent, 18. y HF-Whole house fan, RB-Attic radiant barrier,MZ-Multizone) 19. EPI (must not exceed 100 points) 119. q Q a.Total As-Built points 19a. 3 1 b.Total Base points 19b. 22 0 , I hereby certify that the plans and specifications covered by the calculation are in compliance with the Review of plans and specifications covered by this calculation indicates compliance with Florida Ener Code. the Florida Energy Code. Before construction is completed,this building will be inspected gy 1 for compliance in accordance with Section 553.908,F.S. PREPARED BY: DATE: I hereby certify that this buil ng is t ompliance with the Florida Energy Code. BUILDING OFFICIAL:_ OWNER AGENT: DATE:______ DATE: ---- - Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A NORTH 1 2 3 PROJECT NAME: BUILDER: AND ADDRESS: PERMIOFFICE: TE ZONE: 1 ❑2 ❑3 a OWNER: PERMIT NO.J JURISDICTION NO.: Please Print CK 1. New construction or addition 1• Wit,,.? 2. Single family detached or Multifamily attached 2. S -- 3. If Multifamily-No. of units covered by this submission 3. 4. If Multifamily, is this a worst case (yes/ no) 4. 5. Conditioned floor area (sq. ft.) 5. - 6. Predominant eave overhang (ft.) 6. 7. Porch overhang length (ft.) 7• 8. Glass area and type: Single Pane Double Pane a. Clear glass 8a. sq. ft. - 4(,o.�Lsq. ft. b. Tint, film or solar screen 8b. sq. ft. sq. ft. 9. Floor type and insulation: a. Slab on grade (R-value + perimeter) 9a. R= I. ft. b. Wood, raised (R-value + sq. ft.) 9b. R= ��_, 1 1� '::� '�L_ sq. ft. c. Concrete, raised (R-value) 9c. R= _ sq. ft. _ 10. Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R-value) 10a-1 R= ^ sq. ft. R=---L- �, 2. Wood frame (Insulation R-value) 10a-2 R=---L- �Q sq- ft. 3. Steel (Insulation R-value) 10a-3 R= sq. ft. 4. Log (Insulation R-value) 10a-4 R= sq. ft. b. Adjacent: 1. Concrete (Insulation R-value) 10b-1 R= - sq. ft. 2. Wood frame (Insulation R-value) 10b-2 R= �a J sq. ft. 3. Steel (Insulation R-value) 10b-3 R= _ sq. ft. 4. Log (Insulation R-value) 10b-4 R= sq. ft. 11. Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a. R= -:7�F) sq. ft., b. Single assembly (Insulation R-value) 11 b. R= sq. ft. 12. Air distribution systems a. Ducts (Insulation + Location) 12a. R= , �nno b. Air Handler( Insulation + Location) 12b. R= 13. Cooling system II (Types:central-split,central-single pkg.,room unit, PTAC.,none) 13. Type: 0 P Q ira.i 'f �(_ r SEER/EER/COP: /o, o 14. Heating system: 14. Type: -�leA� ;1� (Types:heat pump,elec.strip,nat.gas, L.P.gas,room or PTAC,none) HSPF/COP/AFUE: �, 2 15. Hot water system: 15. Type: 'Lit ' t e , e (Types:elec., natural gas,solar, L.P.gas, none) EF: 3 16. Hot Water Credits: a. Heat Recovery (HR) 16a. _ b. Dedicated Heat Pump(DHP) 16a. 17. Infiltration practice: 1, 2 or 3 17. 18. HVAC Credits(Type in Letter designation:CF-Ceiling Fan,CV-Cross vent, 18. ry) 1 - HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19. EPI (must not exceed 100 points) 19• a. Total As-Built points 19a. b. Total Base points 19b. ?1 h5_ I hereby certify that the plans and specifications covered by the calculation are in compliance with the Review of plans and specifications covered by this calculation indicates compliance with Florida Energy Code. the Florida Energy Code. Before construction is completed,this building will be inspected -- ( ^?j,+ /` j for compliance in accordance with Section 553.908,F.S. PREPARED BY: DATE: L! I hereby certify that this buil ng is'Ir ompliana with the Florida Energy Code. BUILDING OFFICIAL: - -- OWNERAGENT: _ DATE: DATE:__ _ - _i - EPI= 99 . 77% ENERGY CODE SECTION 6 NORTH ZONE 1, 2 , 3 600-93 INTERVEST CONSTRUCTIONSUMMER CALCULATIONS LESTER RESIDENCE AS BLT SMR. GLASS BASE SUMMER GLS SOF GLASS ORNT. AREA SPM BASE PTS ORIENT. AREA DBLCLR 1 (9B) SMR PTS N 205 65. 8 13489 N 36 38 . 3 0. 56 772 NE 65. 8 NE 57 . 7 E 98 65.8 6448 E 54 79 .7 0. 92 3959 SE 65. 8 SE 79 . 1 S 123 65. 8 8093 S 20 66. 2 0. 68 900 SW 65.8 SW 79. 1 W 29 65. 8 1908 W 16 79 . 7 1. 00 1275 NW 65.8 NW 57 .7 H 8 65. 8 526 H 8 195. 3 1. 00 1562 S 63 66. 2 0. 86 3587 E 44 79.7 0. 39 1368 N 84 38 . 3 1. 00 3217 S 40 66. 2 0. 39 1033 N 85 38. 3 0.91 2963 W 13 79 .7 0. 80 829 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE SP SUBTOTAL . 15 2581 463 0.84 30464 25473 21465 AS BLT COMP. SUM PT BASE COMP. MULT. SUMMER DESC. AREA MULT. SMR.PTS. DESC. AREA (9C-9G) POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WALL WALLS EXT. 2005 0. 90 1805 ADJ. 291 0. 70 204 2X4WDFR Rll 2005 1. 7 3409 ADJ2X4 Rll 291 0. 7 204 DOORS DOORS EXT. 71 6. 10 431 EXT WD 71 6. 1 431 ADJ. 18 2 . 40 43 ADJ WD 18 2 . 4 43 CEILINGS CEILINGS UN.ATC. 1852 0. 60 1111 UNDRATC R30 1879 0. 6 1127 SGL.AS 0. 60 KNEE R19 321 1. 1 353 FLOOR FLOOR SLAB -37 . 00 RAISED 1852 -3 . 99 -7389 RSDWD R19 255 0 . 4 102 RSDWD R19 1597 -1. 5 -2396 INFIL. 2581 8 . 00 20648 # 2 2581 8 . 0 20648 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOTAL COMPONENT BASE POINTS TOTAL AS BUILT SUMMER. POINTS TOTAL 42326 TOTAL 45386 COOLING TOTAL BASE AS BLT DM CSM CCM AS BLT SYSTEM BSC CSM BS PTS CLG PT SMR PTS ' (9H) (9K) (9L) CLG PTS 0. 37 42326 15661 45386 1. 06 0. 34 0. 95 15466 HOT WTR NBR BASE BASE AS BLT NBR HWM HWCM AS BLT SYSTEM BDRMS HWM HW PTS HW DES BDRMS (9M) (9N) HW PTS 2 3803 7606 ELECT. . 93 2 3599 1. 00 7198 WINTER CALCULATIONS AS-BLT. WTR. GLASS BASE WINTER ORIENT. GLASS WOF GLASS ORNT. AREA WPM BASE PTS AREA DBLCLR 1 (9B) WTR. PTS N 205 -10. 6 -2173 N 36 7 . 3 1. 69 444 NE -10. 6 NE 4 . 6 E 98 -10. 6 -1039 E 54 -9 . 2 0.77 -383 SE -10. 6 SE -22 .7 S 123 -10. 6 -1304 S 20 -28 . 4 0.78 -443 SW -10. 6 SW -22 .7 W 29 -10. 6 -307 W 16 -9 . 2 1. 00 -147 NW -10. 6 NW 4 . 6 H 8 -10. 6 -85 H 8 -45. 0 1. 00 -360 S 63 -28 . 4 0. 94 -1682 E 44 -9 . 2 -0. 96 389 N 84 7 . 3 1. 00 613 S 40 -28 . 4 -0. 04 45 N 85 7 . 3 1. 13 701 W 13 -9 . 2 0. 62 -74 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE WP SUBTOTAL . 15 2581 463 0. 84 -4908 -4104 -897 AS BLT COMP. WTR PT BASE COMP. MULT. WINTER DESC. AREA MULT. WTR.PTS. DESC. AREA (9C-9G) POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WALL WALLS EXT. 2005 2 . 2 4411 ADJ. 291 3 . 6 1048 2X4WDFR Rll 2005 3 . 7 7419 ADJ2X4 Rll 291 3 . 6 1048 DOORS DOORS EXT. 71 12 . 3 868 EXT WD 71 12 . 3 868 ADJ. 18 11. 5 208 ADJ WD 18 11. 5 208 CEILING CEILINGS UN.ATC. 1852 1. 2 2222 UNDRATC R30 1879 1. 2 2255 SGL.AS KNEE R19 321 2 . 0 642 FLOOR FLOOR SLAB 8 .9 RAISED 1852 0.96 1778 RSDWD R19 255 2 . 2 561 RSDWD R19 1597 0. 8 1278 INFIL. 2581 7 .4 19099 # 2 2581 7 . 4 19099 TOTAL. . COMP. • . BASE. . • .WINTER. •POINTS . • . .TOTAL.ASBUILT. •WINTER POINTS. . TOTAL 25530 TOTAL 32481 HEATING TOTAL BASE AS BLT DM HSM HCM AS BLT SYSTEM BSC HSM BS PTS HTG P WTR PTS ' (9H) (9I) (91) HTG. PTS. 0. 55 25530 14042 32481 1. 06 0. 47 0. 90 14557 TOTAL BASE BASE BASE TOTAL AS-BLT AS-BLT AS-BL TOTAL COOLING HEATIN HT WTR BASE COOLING HEATING HT WT AS-BLT POINTS POINTS POINTS POINTS POINTS POINTS POINT POINTS 15661 14042 7606 37308 15466 14557 7198 37221 PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 ADDITIONAL TABLES CLIMATE ZONES 1 2 3 6A-18 HEATING CREDIT MULTIPLIERS HCM SYSTEM TYPE HEATING CREDIT MULTIPLIERS(HCM) Attic Radiant Barrier HCM .98 _ Multizone _ HCM .90 Natural Gas AFUE .68-.72 .73-.77 .78-.82 .83-.87 .88-.92 .93&U HCM .59 .55 .51 .48 .45 .43 LP Gas HCM .79 .74 .65 .61 .59 6A-19 COOLING CREDIT MULTIPLIERS CCM SYSTEM TYPE COOLING CREDIT MULTIPLIERS CCM Ceiling Fans .86' Cross Ventilation .90' 'Credit may be taken for only Whole House Fan .90' one of these system types concurrently. Multizone .95 Attic Radiant Barrier .95 6A-20 HOT WATER CREDIT MULTIPLIERS HWCM SYSTEM TYPE HOT WATER CREDIT MULTIPLIERS HWCM _ Heat Recovery Unit With Air Conditioner Heat Pum HWCM .62 .58 Dedicated Heat Pump EF 2.0-2.49 2.5-2.99 3.0-3.49 3.5&U HWCM .44 .35 .29 .25 A HWM MUST BE USED IN CONJUNCTION WITH ALL HWCM.SEE TABLE 6A-9.-EF MEANS ENERGY FACTOR. 6A-21 INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE#1 606.1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. Windows 606.1 Maximum of 0.34 CFM per linear foot of operable sash crack includes sliding lass doors). ✓ Exterior&Adjacent Doors 606.1 Maximum of 0.5 CFM persq. ft. of door area; solid core, wood panel, insulated or glass doors only, Exterior Joints&Cracks 606.1 To be caulked, gasketed, weatherstripped or otherwise sealed. PRACTICE#2 606.2 COMPLY WITH#1 AND THE FOLLOWING: Exterior Walls and Floors Top plate penetrations sealed. Infiltration barrier installed. Sole late/floor joint caulked or sealed. Exterior Walls&Ceilings Penetrations, joints and cracks on interior surface caulked, sealed or gasketed. Ductwork Ductwork in unconditioned space must be sealed. ✓ Fireplaces Equipped with outside combustion air,doors, and flue dampers. Exhaust Fans Equipped with dampers. Combustion devices see 606.1.A.2 Combustion Appliances Be in unconditioned space(except direct vent),draw air from unconditioned space,exhaust to outside. Cooking a pliances shall be dam eyed and use intermittent ignition. PRACTICE#3 606.2 COMPLY WITH PRACTICES#1 AND#2 AND THE FOLLOWING: Ceilings Infiltration barrier installed. Interior Walls Top penetrations sealed or joints&cracks on interior walls caulked, sealed or gasketed. Recessed Lights Sealed from conditioned& insulated from ventilated attics aces. Ductwork All ductwork located in conditioned space. 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 as must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer. Gass a&pool heaters must have a minimum thermal efficiency of 78%. Shower Heads 612.1 Water flow must be restricted to no more than 3 gallons per minute at 80 PSIG. HVAC Duct Construction 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, Insulation&Installation sealed,insulated,and installed in accordance with the criteria of Section 904.6.Duct in unconditioned ✓ space and air handlers located in attics must be insulated to a minimum of R-6.Air handlers shall not be installed in attics unless in mechanical closet. HVAC Controls 607.1 Se arate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.11 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides.Common ceilin &floors R-11. -6- DATE: MANUAL "J" SUMMARY REPORT -------------- Prepared For: Prepared By: INTERVEST CONSTRUCTION R.B. Ellis Energy Design Systems Job Name: LESTER RESIDENCE *********************************************************************** DESIGN CONDITIONS For OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 29 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor (%) 5 Latent Factor (%) 29 *********************************************************************** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM ------- ------- ------- ------- WHOLE HOUSE 52762 1759 45500 1896 HEATING COOLING DELTA T 43 DELTA T 23 NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. *** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: MANUAL "J" DETAILED REPORT FOR ENTIRE HOUSE Prepared For: Prepared By: INTERVEST CONSTRUCTION R. B. Ellis Energy Design Systems Job Name: LESTER RESIDENCE ************************************************************************ EXPOSURE GLASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ TOTAL ------------------------------------------------------------------------ AREA 205 123 98 29 8 463 COOLING 5125 4920 7252 2146 576 20019 HEATING 6560 3936 3136 928 312 14872 ------------------------------------------------------------------------ WALLS TOTAL ------------------------------------------------------------------------ AREA 2296 2296 COOLING 5740 5740 HEATING 9184 9184 ------------------------------------------------------------------------ DOORS TOTAL ------------------------------------------------------------------------ AREA 89 89 COOLING 1171 1171 HEATING 1836 1836 ------------------------------------------------------------------------ FLOOR AREA COOLING HEATING ------------------------------------------------------------------------ SLAB RAISED WOOD 1852 2408 5926 ------------------------------------------------------------------------ CEILING AREA COOLING HEATING ------------------------------------------------------------------------ UNDER ATTIC 1879 4510 4510 SGL ASSEMBLY KNEE WALL 321 738 867 ------------------------------------------------------------------------ MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 900 Latent Load 4477 Lights & Appl. Load 1200 Latent Safety Btuh 224 Ventilation Load Duct Heat Gain 3765 Infiltration Load 3063 Sensible Safety Btuh 1987 TOTAL SENSIBLE LOAD 45500 TOTAL LATENT LOAD 4701 Summer ACH 0. 4 Temp. Swing Mult. 1. 00 *** Total Cooling Load 50201 BTUH Or 4 . 18 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 11284 Ventilation Load Duct Heat Loss 1860 Safety Btuh 2424 Winter ACH 0.7 *** Total Heating Load 52762 BTUH Or 4 . 40 Tons*** E*NERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPS 9 . 77% DCA Form 60OA-93 Or Form 60OB-93 excellent good acceptable 0 10 20 30 40 50 60 70 80 90 100 The maximum allowable EPI is 100. The lower the EPI the more efficient the home. PERFORMANCERESIDENTIAL ENERGY ITEM HOME VALUE Low Efficiency High Efficiency DBLCLR WINDOWS............................................. SINGL CLR DBL TINT UNDRATC R30 INSULATION ......................................... KNEE R19 Ceiling R-Value R-10 R-30 Wall R-Value R-o R-7 Floor R-Value R-0 R-19 AIR CONDITIONER............................... SEER/ EER . 10. 00 10.0 SEER 17.0 9.7 EER 16.0 HEATING SYSTEM ............................... Electric COP/HSPF................... 7. 20 68 HSPF 12.0 Gas AFUE ............................. .78 AFUE .90 WATER HEATER .................................. ELECT. . 93 Electric EF .68 .96 GasEF .................................. .54 .90 Solar EF .................................. 40 .80 OTHER FEATURES .............................. I certify that these energy saving features required for the Florida Energy Code have been installed in this house. LESTER RESIDENCE Builder INTERVEST CONSTRUCffItON Address: Signature: a e. City/Zip Florida Energy Code for Building Construction-1993 Florida Department of Community Affairs FL-EPL CARD 93 3:5 L-U 7:33 �7[�jUST Notice Of Commencement r Book 8789 Pg 431 Building Permit No. Tax Folio No. Bk: 8789 STATE OF Florida Pg: 431 — 432 Doc# 97268471 COUNTY OF DUVAL Filed & Recorded 12/02/97 10:56:23 A.M. HENRY W. COOP, THE UNDERSIGNED hereby gives notice that improvements will be CLERK CIRCUIT COURTDUVAL COUNTY, FL made to certain real property, and in accordance with Chapter 713, REC. $ 10.50 Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: This arca reserved for Recording Purposes only the (11905eSEVILLAf BLVD roATLANTICand trBEACHeet t,FLess tf 322331e) SEE ATTACHED "EXHIBIT A" FOR LEGAL DESCRIPTION 2. General Description of Improvements 3. Owner Information a. Name and Address LAWRENCE EDWARD LESTER 439 OSPREY KEY, ATLANTIC BEACH, FL 32233 b. Interest in property FEE SIMPLE C. Name and address of fee simple titleholder(if other than owner) 4. Contractor(name and address) Intervest Construction of Jax a. Phone number b. FAX number (optional, if service by FAX is acceptable) ( 904 - 564-2230 904-760-2237 5. Surety a. Name and Address b. Phone number C. FAX number (optional, if service by FAX is acceptable) �n d. Amount of bond $ 6. Lender Information a. Name and Address ( � SUNTRUST BANK, NORTH FLORIDA, N.A. 200 WEST FORSYTH STREET, JACKSONVILLE, FL 32202 b. Phone number C. FAX number (optional, if service by FAX is acceptable) (904) 632-2675 (904) 632-2830 d. Designated Contact RESIDENTIAL LENDING 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(l)(a)7., Florida Statutes(name and address) a. Phone number b. FAX number(optional, if service by FAX is acceptable) g, of a�$� XpS1�t�,s�lfKOw��ce,stgn t�,S to receive a copy of the Lienor's Notice as provided in Sectionf77U13.I13t0)f(Vb), Florida Statutes. a. Phone number b. FAX number(optional, if service by FAX is acceptable) A—.,f Arr,*;,.P of rnmmenrement(the expiration date is one(1)Year from the date of recording unless a Book 8789 Pg 1432 EXHIBIT A LOT 7 , S E V I L L A GARDENS UNIT ONE , ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK 45 , PAGES 6 AND 6A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY , FLORIDA RECORD AND RETURN:RICHARD T. MOREHEAD 920-C THIRD STREET NEPTUNE BEACH, FL 32266 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE _SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) 12- ,J WATER CLOSET WATER CLOSET, TANK OPERATED (4) —1 VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) ) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) 1 LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) 7j POT, SCULLERY SINK (4) _DISHWASHER (2) v WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) _I_KITCM SINY WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) OMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) COMBINATION PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY _ICE MAKER (1/2) S SHOP (2) SURGEONS SINK (3) 0 LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS ` -5 @ $20.00 EACH $_ 0-00 JOB INFORMATION 1 LESTER RESIDENCE- ATLANTIC BEACH RICHARD WOODWARD, A.I.B.D. CERTIFIED PROFESSIONAL BUILDING DESIGNER NCBDC Lie . No . 10 - 195 4040 MYRA STREET JACKSONVILLE,FL 32205 Office(904)387-4818 Fax(904)387-2253 THE FOLLOWING PAGES INCLUDE DESIGN CRITERIA AND BACKUP CALCULATIONS FOR SHEARWALL ANALYSIS AND DESIGN, UPLIFT PREVENTION CONNECTIONS, AND OTHER STRUCTURAL ELEMENTS FOR THE BUILDING IDENTIFIED ON THIS PAGE.THE CALCULATIONS ARE INTENDED TO SERVE AS A GUIDE FOR THE PLAN REVIEWER, IN ORDER TO EXPEDITE AND SIIMPLIFY THE REVIEW PROCESS.THE SHEATHING MATERIALS,NAILING PATTERNS, NAIL SIZES,AND METAL CONNECTOR SCB DULES CALLED FOR ON THE FOLLOWING PAGES ARE ALSO SHOWN ON THE ASSOCIATED CONSTRUCTION DRAWINGS. THESE CALCULATIONS WERE PREPARED BY A PROFESSIONAL BUILDING DESIGNER, CERTIFIED BY THE NATIONAL COUNCIL OF BUILDING DESIGNER CERTIFICATION (NCBDC) AND MEMBER OF THE AMERICAN INSTITUTE OF BUILDING DESIGN(AIBD),USING THE 1994 EDITION OF THE SOUTHERN BUILDING CODE,CHAPTER 1606. SHOULD THE PLAN REVIEWER HAVE QUESTIONS OR COMMENTS REGARDING THE INFORMATION IN THESE CALCULATIONS OR ON THE CONSTRUCTION DRAWINGS, HE OR SHE IS URGED TO CONTACT RICHARD WOODWARD AT THE REVIEWER'S EARLIEST CONVENIENCE. _ V •• �R 3 ' O A L u �p r tr� ♦ ' FRr RRta tn;t.�rJ:Ei USE OF THIS INFORMATION IS LIMITED TO ONE TIME ONLY AT THE BUILDING SITE SHOWN ABOVE.RE-USE OF THIS INFORMATION,AND/OR USE AT ANY OTHER BUILDING SITE IS PROHIBITED AND A VIOLATION OF FEDERAL COPYRIGHT LAWS. DISCLAIMER&COPYRIGHT INFORMATION- THE DESIGN, DRAWINGS, DETAILS, SPECIFICATIONS AND OTHER INFORMATION CONTAINED WITHIN THESE DOCUMENTS ARE THE PROPERTY OF RICHARD WOODWARD ANDSHAIL BERF7T1"ED ONDF Lt1W A REVOCABLE LICENSE TO USE THE SAME, 0A'ETLME0NZ KIS GRANTED TO THE PURCHASER FOR COMPENSATION.RICHARD WOODWARD RESERVES THE RIGHT TO REVOKE LICENSE FOR CAUSE,AND. INCLUDING,BUT NOT LIMITED TO,INCOMPLETE COMPENSATION FOR ORIGINAL WORK OR FUTURE SITE ORIGINATED SERVICES.SHOULD THE LICENSE BE REVOKED,ALL DOCUMENTS,INCLUDING BUT NOT LIMITED TO THOSE USED FOR THE PURPOSES OF BUILDING OR OTHER PERMIT PROCUREMENT AND ACTUAL CONSTRUCTION MUST BE RETURNED TO THE OFFICE OF RICHARD WOODWARD.IN THE EVENT OF LICENSE REVOCATION,THE USER(HOMEOWNER,CONTRACTOR,OR BOTH)SHALL BE RESPONSIBLE FOR IMMEDIATE PAYMENT IN FULL OF ANY OUTSTANDING BALANCES AND FOR ALL COST ASSOCIATED WITH THE RETURN OF SAID DOCUMENTS TO RICHARD WOODWARD.IN THE EVENT OF LICENSE REVOCATION,ALL CONSTRUCTION BASED ON OR ASSOCIATED WITH THE INFORMATION CONTAINED HEREIN SHALL CEASE UNTIL SUCH TIME AS THE LICENSE IS RENEWED OR OTHER ARRANGEMENTS ARE MADE EITHER BY OR WITH RICHARD WOODWARD ardor THE APPROPRIATE COURT.RICHARD WOODWARD ASSUMES NO RESPONSIBILITY FOR BUILDINGS CONSTRUCTED FROM OR UNDER CONSTRUCTION BASED ON THE INFORMATION CONTAINED HEREIN. ANY QUESTIONS CONCERNING SAID INFORMATION SHOULD BE DIRECTED TO RICHARD WOODWARD at(904)387-4818.NO CONTRACTOR,SUBCONTRACTOR SUPPLIER,and/or EMPLOYEE SHALL PERFORM SERVICES OR PROVIDE MATERIALS WITHOUT FIRST BEING AWARE OF ALL APPLICABLE INFORMATION INCLUDING BUT NOT LIMITED TO THIS DISCLAIMER.UNAUTHORIZED USE OR DUPLICATION OF THE INFORMATION CONTAINED HEREIN,IN PART OR WHOLE,IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, AND VIOLATORS WILL BE PROSECUTED. USE OF ANY OR ALL INFORMATION CONTAINED HEREIN ACKNOWLEDGES THE UNDERSTANDING OF AND THE AGREEMENT TO THE PRECEDING INFORMATION. t THE FOLLOWING CRITERION WAS USED TO DESIGN SHEAR WALLS FOR THE SUBJECT RESIDENCE: SBCCI TABLE 1205.2A "VELOCITY PRESSURE(PSF)" MEAN ROOF HEIGHT: 24' VELOCITY: 100 MPH :. LOADING @ 23.4 PSF SBCCI TABLE 1205.2B "COEFFICIENTS FOR MWFRS" ROOF ANGLE: IOd < a < 30d :. MULTIPLIER: 1.65 @ WALLS ONLY ROOF ANGLE: 30d < a < 45d :. MULTIPLIER: 1.35 @ WALLS, 0.90 @ ROOF SBCCI TABLE 2301.2B "ALLOWABLE SHEAR ... (PLF)" NAIL SPACING—o/c MATERIAL NAIL SIZE EDGES FIELD SHEAR CAPACITIES W/ GROUP-3 FRAMING 7/16"O.S.B. 8d 6" 12" 213/PLF 7/16"O.S.B. 8d 4" 12" 312/PLF 7/16"O.S.B. 8d 3" 12" 402/PLF 7/16"O.S.B. 8d 2" 12" 525/PLF 15/32"CDX 10d 2" 12" 631/PLF 19/32"CDX 10d 2" 12" 713/PLF 1/2"GYP. 5d 4" 4" 150/PLF L.P. SIDING 6d 6" 12" 144/PLF L.P. SIDING 6d 4" 12" 220/PLF L.P. SIDING 6d 3" 12" 280/PLF SEE FOLLOWING PAGE FOR NOTES AND CONDITIONS. ICMSTER Copyright,1997 by Shearwall Solutions&Richard Woodward,A.I.B.D.-Form Rev.2/7/97 1 t NOTES: 1) 15/32" (1/2")CDX PLYWOOD IS AN APPROVED (i.e. EQUAL or SUPERIOR)ALTERNATIVE TO THE PRESCRIBED 7/16"O.S.B. 2) SHEAR CAPACITIES HAVE BEEN REDUCED by 18% FOR USE WITH GROUP III (SPRUCE/PINE/FIR)FRAMING 3) CAPACITIES ARE DOUBLED WHEN A LIKE MATERIAL IS USED ON BOTH SIDES OF FRAMING. 4)WHERE 10d NAILS ARE SPACED @ 2" o.c., STUDS AND BLOCKING SHALL BE 3"NOMINAL THICKNESS (EXCEPT FIRST FLOOR SHOE PLATE)or STUDS AND BLOCKING SHALL BE DOUBLED AT ALL PANEL EDGES (EXCEPT FIRST FLOOR SHOE PLATE), AND NAILS STAGGERED APPROPRIATELY. ADDITIONALLY, THE DOUBLED MEMBERS SHOULD BE FASTENED TOGETHER WITH 16d NAILS, STAGGERED, @ 8"o/c. 5) 7/16"O.S.B. or 4 PLY OR LESS CDX PLYWOOD SHALL BE APPLIED HORIZONTALLY TO ALL WALLS. 6)ALL NAILS SPECIFIED TO BE COMMON NAILS. USE OF PASSLODE 8d EQUIVALENT SHEATHING NAILS REQUIRES NAIL SPACING TO BE REDUCED BY 1/3 ON WALL and/or ROOF SHEATHING (i.e. 6"o/c TO 4"o/c, 3" o/c TO 2"o/c) NO SHEATHING NAILS SHOULD BE PLACE CLOSER THAN 2"o/c. 7)ALL TPP4's SPECIFIED SHOULD USE (10) 8d NAILS/EACH(5 PER SIDE)UNLESS NOTED OTHERWISE. 8)FOLLOW ALL MANUFACTURERS DIRECTIONS AND INSTRUCTIONS WHEN USING METAL CONNECTORS ICULESTER copyright,1997 by Shearwall Solutions&Richard Woodward,A.I.B.D.-Form Rev.2x1/97 2 HOLD DOWN CONNECTOR SCHEDULE WALLS Al I,Al2,& Cl I: USE (2)TPP4's W/(1)ANCHOR BOLT& 3"x 3"WASHER WITHIN 6"@ EACH END OF EACH WALL. WALLS Ell & E12: USE(1)HDA30 and(2)TPP4's W/(1)ANCHOR BOLT & 3"x 3"WASHER @ EACH END OF EACH WALL. WALLS B11,Dl 1, D12,& D13: USE(2)HDA30 @ EACH END OF EACH WALL. WALLS A21,A22,& A23: USE(1)48"LENGTH OF RS 150 (1-1/4"WIDE x 48"LENGTH 16 GA. STRAP)w/(14) 8d NAILS PER END @ EACH END OF EACH WALL TO FRM'G BELOW WALLS B21, D21,D22,D23,E21, E22,& E23: USE(2)48"LENGTHS OF RS 150 (1-1/4"WIDE x 48"LENGTH 16 GA. STRAP) w/(14) 8d NAILS PER END @ EACH END OF EACH WALL TO FRM'G BELOW ICULESTER Copyright,1997 by Shearwall Solutions&Richard Woodward,A.I.B.D.-Farm Rev.2n/97 3 SHEARWALL LEGEND WALLS ALL EXTERIOR WALLS EXCEPT AS NOTED: USE 7/16"OSB W/6"/12"o/c 8D NAILING ON ONE SIDE ONLY OF FRAMING. WALLS D21, D22,D23,E21,E22,& E23: USE 7/16"OSB W/4"/12"o/c 8D NAILING ON ONE SIDE ONLY OF FRAMING. WALLS B21: USE 7/16"OSB W/3"/12" o/c 8D NAILING ON ONE SIDE ONLY OF FRAMING. WALLS Ell & E12: USE 7/16" O.S.B. W/ 2"/12" ox. 8d NAILING ON ONE SIDE ONLY OF FRM'G; USE DOUBLE STUDS & BLOCKING @ ALL PANEL EDGES & STAGGER NAILS APPROPRIATELY. NAIL STUDS & BLOCKING TOGETHER W/ 16d NAILS @ 8" ox., TYPICAL. WALL B11: USE 7/16" OSB W/ 3'712" o/c 8D NAILING ON BOTH SIDES OF FRAMING. AN APPROVED ALTERNATIVE WOULD BE TO USE 5/8" CDX PLYWOOD W/ 2"/12" ox. 10d NAILING ON ONE SIDE ONLY OF FRM'G; USE 3"NOMINAL THICKNESS STUDS & BLOCKING or DOUBLE STUDS & BLOCKING @ ALL PANEL EDGE & STAGGER NAILS APPROPRIATELY. NAIL DOUBLED STUDS & BLOCKING TOGETHER W/ 16d NAILS @ 8" ox., TYPICAL. WALL D11,D12,& D13: USE 7/16" OSB W/3"/12"o/c 8D NAILING ON BOTH SIDES OF FRAMING. ICl/LESTER Copyright,1997 by Shearwall Solutions&Richard Woodward,A.I.B.D.-Form Rev.2n197 4 ANCHOR BOLT SCHEDULE: 1/2" DIA. x 10" ANCHOR BOLTS WITH 2"x2"x 1/8" WASHERS @ 21" o/c - or - 1/2" DIA. x 18" ANCHOR BOLTS WITH 3"x3"x 1/4" WASHERS @ 48" o/c, TYPICAL 1/2" DIA. x 10" ANCHOR BOLT - or - 1/2" DIA. x 6" EMBEDMENT DRILLED-IN ANCHOR @ EACH HOLD DOWN EXCEPT FTP42's AND WITHIN 6" OF EACH PAIR OF TPP4's @ EACH END OF EACH SHEARWALL SEGMENT AND AT EACH END OF OPENINGS. 1/2"DIA. x 6"EMBEDMENT DRILLED IN ANCHORS WITH 2"x2"xl/8" WASHERS @ 36" o/c AT ALL INTERIOR BEARING WALLS HEADER & HEADER CONNECTOR SCHEDULE: OPENINGS TO 5'-4": USE (2) 2 x 10 HEADER W/ (1) TPP4 [FADER TO STUDS(S)] & (1) TPP4 [STUD(S)TO SHOE] AT EACH END OF OPENING. OPENINGS TO 10'-8": USE (2) 2 x 12 HEADER W/ (2) TPP4's [HEADER TO STUDS(S)] & (2) TPP4's [STUD(S)TO SHOE] AT EACH END OF OPENING. OPENINGS GREATER THAN 10'-8": USE (2) 28" LENGTHS OF RS 150 STRAPPING w/ (14) 8d NAILS AT HEADER- TO-STUDS and(1)HDA30 or(1)FTP42 AT STUDS-TO-FOUNDATION. ALL METAL CONNECTORS NOTED ON THE PREVIOUS PAGES ARE "ALPINE" and/or "SEMCO" BRAND PRODUCTS, UNLESS NOTED OTHERWISE. ALTERNATIVE MODELS OR BRANDS OF CONNECTORS AND OR MATERIALS ARE ALLOWABLE, PROVIDED THAT THESE ALTERNATIVES MEET OR EXCEED THE ALLOWABLE CAPACITIES OF THOSE WHICH THEY ARE REPLACING. ICULESTER copyright, 1997 by Shearwall Solutions&Richard Woodward,A.I.B.D.-Form Rev.2n197 5 ROOF-TO-FOUNDATION CONNECTOR SCHEDULE TRUSSES WITH LESS THAN #510 UPLIFT: TRUSS-TO-PLATE USE (1) HCPLLlR w/ (8) 8d NAILS/EACH; TOP PLATE-TO-STUDS& STUDS-TO-SHOE USE TPP4's w/ (10) 8d NAILS/EACH @ 48"o/c. TRUSSES WITH UPLIFT OVER#510 AND LESS THAN #780: TRUSS-TO-PLATE USE (2)HCPLL/R w/ (8) 8d NAILS/EACH or (1) HDPT2 w/ (8)8d NAILS/EACH; TOP PLATE-TO-STUDS & STUDS-TO-SHOE USE TPP4's w/ (10) 8d NAILS/EACH @ 32" o/c. TRUSSES WITH UPLIFT OVER #780 AND LESS THAN #1320: TRUSS-TO- PLATE (1) HDPT2 w/ (12)8d NAILS/EACH or (1) RTPGA818T w/ (9)16d NAILS/EACH; TOP PLATE-TO-STUDS & STUDS-TO-SHOE USE TPP4's w/ (10) 8d NAILS/EACH @ 16" o/c. SHOE-TO-FOUNDATION: SEE ANCHOR BOLT SCHEDULE; MINIMUM ANCHORAGE: 1/2" dia. X 10" LONG A36 ANCHOR BOLTS w/ 2"x2"xl/8" WASHERS @ 21" o/c & WITHIN 6" OF ALL CORNERS, M[INIMUM (2) ANCHOR BOLTS PER WALL SEGMENT. (#934/PLF or#1867/TRUSS ALLOWABLE) FLOOR-TO-FLOOR: USE(1)48"LENGTH OF "RSI 50"ROLLED STRAPPING W/ (11) 10d NAILS/END @ 32"o/c, ACROSS FLOOR SYSTEM, FROM FIRST FLOOR STUD TO SECOND FLOOR STUD DIRECTLY ABOVE. USE IN PLACE OF TPP4's AT TOP OF FIRST FLOOR WALL AND AT SHOE OF SECOND FLOOR WALL. HANGERS: SPECIFIED & SUPPLIED BY TRUSS ENGINEER/MANUFACTURER EXCEPTIONS: i.e.: TRUSSES WITH UPLIFTS GREATER THAN #1320: ICULESTER copyright,1997 by Shearwall Solutions&Richard Woodward,A.1.B.D.-Form Rev.2!1197 6 �g53 10413 �.�. 1$i Jp�,g-� #*4b�Pc�- �' A21-A23 a3 3g•�3 1 653c�s.l 3?ob _+6S41 PcJF S {{ 5 �z 13•`� E21- 8�2-49- _ SISIC��11` �t2 22co5 = # 243/PLF L,TL � � G AC> 'A' r tv° E '.2,, x 36.Cot = ' X72 �k2-7b-74 53 ='� 10413 APPS �E� o RIl �AI'1�''S�' t°r J l4- 2o�K 4 112 T- 1°$1 # 1x5.3 0 621 -z* A"k-1*v-ro ell (5� 8N/ .r r �3� x 25,'74 s #►x'19 LAO 20�•� 38.� t =� `j�2 2223 �325 9Zl-92,'3 (,i3 ' � E x 38.c�t SBS s l IDS'K 1S"I q z # zg31 3?g + �z)3Z�5 = Id3kI �� Tn Dt1-➢13 �i3 -� ,,�, 00 x 3K.�� 1 -772, �N IG'-0 *!2179 RECEIVE® IA7fPOR TA SIT NOV 2 0 1991 P L,EA S.E R.EA D TH E F 0L n ji jj G City of Atlantic Beach ---Building and Zo lrTg------ ALL FOOTINGS, REINFORCING, FRAMING S: INSULATION iIUST BE INSPECTED Al,,'D APPROVED BY A CITY INSPECTOR BEFORE CONCRETE POUR OR COVER UP. CALL INSPECTOR BETWEEN' S AND 9 AM OR CALL 630.3973 TO R.12-QUEST AN INSPECTION. 3. PROVIDE FOR THE FOLLOWING: SEPAP,A I E PERMIT For. PREFAB FIREPLACE APPROVED LATERAL BRACING IN FRAMC EXTERIOR WALLS APPROVED UPLIFT ANCHORS AS REQUIRED FOR EACH JOB DOUBLE JOISTS UNDER PARALLEL PARTITIONS (WOOD FLOORS) LC " :NNCHOR BOLTS WITH 2"X)/S WASHCR THRU P.T. SHOE AT SLAB w P.T. PLATE AT CONCRETE LINTEL AND ALL INTERIOR BRG. WALLS min. 6" imbcomcm in concrctc PROVIDE FIR-ESTOPS AS REQUIRED NO STAPLES ALLOWED ON ROOF covcrin,-, roof shcatliinS or shcar sc;mcnts, _. THE PERMIT HOLDER 1S CAUTIONED TO VERJFY BEFORE COMMENCING CONST RUCTION THHE CONSTRUCTION AUTHORJZED BY THIS P_ERJM1T 1S IN COMPLIANCE WITH TH—,- COVENANTS AND DEED RESTRJCTIONS ON THE PROPERTY, AND THE CONSTRUCTION IS NOT NN r. ' E.,SEM ENT. PROVIDE APPRO\IED E'NIERGENC)' EGRESS OPEI\INGS IN EVERY SLEEPING ROOM AS R1QUIRED BY THE CODS. 1= A PRr-FAB FIREPLACE FAILS TNSPECTION'BECAUSE OF WORD: PERFORMED B�' T ?E G. C. E WILL BE ASSIGNED THE RETN'SPECTION FEE BY THE MECHANICAL INSPECTOR. PROVIDE ADEQUATE VENTILATION FOR ALL ATTIC SPACES. ?.LL EXTERIOR ' LLS TO Bt .... .�� u.ti ..........(SEE NOTES ATTACHED). �. .ALL TRUSS DETAILS MUST BE SUBMITTED TO BUILDING DEPT. FOR APPROVAL PRJOR TO _ CT10N. DO N'OT IN4AIL! LOCATION OF ALL IN'TcRIOR FOO T iNGS ��'iTH.�?tGIN'EERED TRUSS L.-'.YOUTS. 'C CON'DEN'SER MUST BE MIN 7' FROM PROPERTY LINE. PR'WIDE_ ADEQUATE ;4.N'GLc IRONS OVERALL OPENINGS TO SUPPORT BRJCK VENT=. , :EYSTON'E CONSTRUCTION OVER ARCHES \;'HE—KE APPLICABLE. ,''rROVIDE Sri%ORE DETECTORS PER CODE: S� TE?SPE D GL.-.SS IN SHOVER AND BATHTUB DOORS AND SUr�ROLNDTNG W.-,'�LS SiL HE)GNT IN T;-i� \MALL S IS LESS THAN 60" ABOVE THE STANDrNG SUP.=AC_7 01= OR TUB BUT IN NO CASE LESS THAN 60" r.BOVE THE SATHROON, FLOOR. J -U- ZZ) TO HAVE ACCESSIBLE MEAN'S TO EL EC T RJC,4L WIRTNG AND 1IOTOR, THAT WILL NOT R'-::QUIRE THE REPLACEMENT OF 31JI1_D11,'G MATERJAL (SUCH AS CAULI:TNG) N'OF, THE ENTi..t-.N'CE OF MOISTURE. S. .-.S OF JULY 1 i 1992, THE RsINFORCEMENT STEEL iT; Tim FOOTING OR SLAB OF ALL NEVV i NAL 2i&-'5 TOGETHER 116iw. 16D, NAIL5 O.G., 5T.AGr-iERE1D � •sIQ .J/�{d2J ibd NAILS �"�"""'" � / C.3f):2i�ra.`F�y,L.LENCs7.�-t�? C2) 2'X6 �yNCR>r R'CzAR11�E �f IIC�"fOSP E AGi-1 ;;[JOOR;1-1EQUER ' SIDE' �LED=AT-, 14 ;.; i . .'�.=`:r,.:;e ,y.. -. �.: • Vii:,•. ` `.i4:STP:37'.�'1;3Ei�DED��tb;',�NT.�J-: ,.t ..NOT fTHI DET,AfL IS ' �' YY�� FREaURED: 111�41:i. -OF i HE-C 2A =A rjRoTRtJt7E$ TkAN b'.FROM 7+4Z f2'F'.044T WALL G'F T1-1•NOU6F " :__= ',:-S &HC�Ilt� AT THE GARAGE CDN. N. D3. LL�4E-N NOT RECMIRE�D, 2x4 GOhI ft�4CTfDNpt"fLAY' 3E .4T NE DC'OR A"5. -5-HE AF<-WAL L_E1��v_A�1DN III ,I L, sri lfz ole e�,•Tr�l rxTel�lon S'ruu Il��l�r.11ell'rs USC 2- 2 x 4 otudn continuous 0" oocli s1Je of ^ ' . 5 ' , G' 7 ' oPen1i19� , t,ousZ, opgii4 8tuJa col tli,u0ua on cocl, 0 1Je of 9 ' IU' , ' I II c FI�ZUII.uflGlrs- USE 7 H � STUU9.�y--Q.�-�• us C. 2- 2 x 1 studs coiiL•iiluou9 ooclI aLoa of 4 '', 5 ' and G ' Ogg nli19a , USC 3= 2 x 4 DtuJ2 aocl, o1Je of 7 ' , U ' , 9 ' 01 J 10' openl iys , USC 4- 2 x 4 atuJD coni lnuoua aoch aide of 11 ' of J 12 ' 0penl1190 �_L1CI1 GxT 11r.ion, 41nLL5 U6C � STUQ° ICO.C• USC 2 2 �� BtUdD continuovo socII s1Je of 4 � odd 5o"0pei1"9s' USC 3- 2 x A atuoo Continuous eecl� alda go 6 lo' ope,111%9s. USr 4- 2 x 4 stuou eontinuoua aoeli a1Ja of 9 61)J 11 ' openl119s, USE 5- 2 x 4 Dtuds continuous cocl, sloe of 12 ' opei,11199 , 11 ' II1"1 rxTrI110it USE 2- 2 x G studs continuous aoch sloe of 5 ' , G ' , 7 ' , U ' olid K 6 studs co�itinuous eoch aloe of 9 ' opeilln9s, USE 3- 2 11 ' and 12' openings ! 2 ' xTFIt014 C x1n .lF cit aloe of 4 ' 67and us 2 2 , G atuos continuous eo , 5' ' , ' 6 ' ope„1„9s , USC 3-. 2 x G Dtuda colltiiluous vocli aloe of 9 ' l0' . 11 olid 12 openln9s • 1 I I QTEwolla over or Spec lcanJl (or8tiolls open1i+9seJoro blah 12 f ' w"G -exterior 12 ' ,1Ql, uovble l'op plotas Droll Ua 117. 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It rJJ•I Iff 11.^cu llo l if I.V+l o•.IIJ..•.1 ir.t,-11 t.^•)It L,N:1,I1,.1.1,6nno...l,t 4.11�,r•uI SIVtco. tlutcc on tsltllor (rant Willi mar gvalljr 11 to Inlllunlon Ill 11 U+4 foil. cvc+dlda7l ut�C. ' 1. Alv.rt�vlt ati,V.J,I,UL IIa,141IMhtn(o+4109••t4"(1l)„IIk .4,11t�k1t..vtlrrllnulv*uk,tl,wJ, (. I►rtitles,1111rllttlIt'll rollpinuitfrvrdll(a Itll4Wluu,.ig14In.1 ,. n,1.vr•.11vH1(~Mon(I.1u11111hr-4.1J111atxhlv.,i, 1. A01•,tiUlnO.4►vtdrJlltull.+gMlvth^d.T1+ 1nt44tlWfar •Ii11.+JlkearlrlJI ,^ I,rdl0111 1",(llet I) II nl1d,cnnlon lLould It Illtn In IIuJI tbt u,t of uuU11.lI Ind gull,ti-tltbuNaNterlt)ttorttkutt3AhtltlNtbw.t7f«t.-w•+tkSoalateeot tr V11•d �� .A141,pl odvt,Ind ool illi tone nJnu111, 1 IM I.II i.n It llrttti 1 bVIlirdtfon Ddrrlcrl for Dloclt Conl(rucitim 34 1114 felie,v4n4 lvlldlnt mtlnl4lt tnd trttlrnJ rill tvJlh it Innit ltlon I lrt(V7 fa 11x1 E� iLl�� . •'df .° �':'y:. :.5� .,t:,•,��1{•fit.(,., fa:• •.�..;.d:'.�,.�a�,, .� .r. :/ -1�"�4 , c?11 F. '�', , .L. ',, '. '..,% ,^.: '4.. .r,r:F 1 � .•.r.+..tea+-•... � - <- r, F. ..�, { .,� 'J.1.:J>t.''FLI�-� y�,..,�'S'`.n.�{"�•''t.i,..'x7n. •/lti f,_j a��'L{�';... :,'��;•�t.�jry'J'.7*�11 f '(.��i(�"y. �'t1 ._'�}j'ey• .v.�j$�.;' 1 nd FS✓�,rl 2rr'.y,a.:,/`Sr^r». r IL �;'� 'Yi �rh .F l �.,+1 ,� '"�.r� ... e•. r�,'yT,lf♦ .1 {+ .:H�'. 1)UPA I VY1 IEN'r 0 P PU111,1C 1VO1I1(S rt . Huilding and Zoning Inspoclion Division 44 , n o ' �r��x� ,, , F,••Lµ•:ti,. ., ,. SPF STUD GRADE STUD REQUIREMENTS 8MAX HIGH EXTER70R WALLS - USE 2_X 4_STUDS - 16" O . C . ( 12" O . C . ON FIRST STORY OF TWP STORY)_ Use 2 - 2 x 4 studs continuous on each side of 2 ' through y ' openings . Use 3 - 2 x 4 studs continuous on each side of 4 ' 2 " through 6 ' 0" openings . Use 4 - 2 x 4 studs continuous each side of 6 ' 2" through 8 ' openings . i • Use 5 - 2) x 4 studs continuous each side of 9 '.through 12 ' openings . 8 ' 2" TO 9 ' 0" HIGH EXTERIOR WALLS - USE 2 X 4 STUDS 12" O . C . (USE 2 X 6 STUDS 12" O . C . FOR FIRST STORY OF TWO STORY) Use 2 - 2 x 4 studs continuous each side of 3 ' ( or less ) openings . Use 3 - 2 x 4 studs continuous each side of 312" through 5 ' openings . Use 4 - 2 x 4 studs continuous each side of 5 ' 2" through 8 ' openings . " openings . 2 through 9 0 _ h side of 8 p 9 . Use 1.5 2 x 4 studs continuous each 9 Use 6 - 2 x 4 studs continuous each side of 9 ' 2" through 12 ' openings . 9 ' 2" - 10 ' 0" HIGH EXTERIOR WALLS - USE• 2 X 6 STUDS 16" O . C . Use 2 - 2 x 6 studs continuous each side of 41 through 7 ' openings . Use 3 - 2 x 6 studs continuous each side of 7 ' 2" through 12 ' openings . Special considerations need to be made for exterior walls over 10 ' high or openings over 12 ' wide when using, SPF stud grade. SPF Standard and Utility grades are not permitted for exterior stud walls . Double top plates shall be n2 yellow pine .or n2 SPF or better . SEE SPECIAL REQUIREMENTS FOR EXTERIOR VAULTED WALLS. �./.�C. .f P/.'C.CS•44�C1;C;.=.'P:L'D;1✓. s of July 15, 1992, the reinforcement steel in the footing or slab of all new construction must be ma e part of the grounding electrode systems as per Article 250-81 0: the 1990 National Electrical Code. This connection must be protected from corro4ion if 1s not embedded in the slab. DEPARTMENT OF REGULATORY & ENVIRONMENTAL SERVICES Building and Zoning Inspection Division J�OkS0NV�� PROVIDE ADEQUATZ VMNTILATIOU FOA ATTIC SPACE N O T I CEI ALL EXTERIOR WALLS . TO BE: ALL FOOTINGS, REINFORCING, FRAMING & INSUL. ATION MUST BE INSPECTED AND APPROVED BY A CITY BUILDING INSPECTOR BEFORE CONCRETE POUR OR COVER UP, SEE NOTES ATTACHED CALL 630-1110 BETWEEN 9:00 A.M. - 5:00 P.M. ,FOR THESE INSPECTIONS. MUST BE SW)1LTTEu TO BU G dEPJ, FOR APPROYAE PRIOR To ERE PROVIDE FOR FOLLOWING ! .. y . "' . DO NOT MAIL. - SEPARATE PERMIT FOR tRi•FAB FIREPLACCS. lPPROYED LATERAL DIMLINC IN. FRAME EXTER- IOR XTLR IOR WALLS. — — — VERIFY LOCATION OF 17 HURRICANE/rANCHORS E C TRUSS OR RA E ALL INTERIOR FOOTINGS �► i ,a l 4 U `'SymITH ENGINEERED I-1 DOUBLE JOIST UNDER PARALLEL PARTITIOtIS• BUSS LAYOUTS! (WOOD FLOORS) X 8" ANCHOR BOLTS MAX. -,14(— 0. C. THRU P. T. SHOE AT SLAG & P. T. PLATE AT C C CONDEf�SEft ��U S�� B E A//W,LINTEL. . ��R I BLDGS, MORE THAN ONE STORY IN HEIGHTSfIALI 7' FROM PROPERTY LINE !5E SOLIDLY SHEATHED. J PROYTE FIRESTOPS AS REQUIRED. 7- — - _—Gryy— PROVIDE ADEQUATE ANGLE IRONS OVER ALL Fho permit Folder 15 Cautioned to vorlfy before mm, OPENINGS TO SUPPORT BRICK VENEER. . . menclne construction that the construction authorized — by this permit Is In compliance with the covenants and USE KEYSTONE CONSTRUCT101-1 OVER ARCHES deed restrictions on the property, and tho construction MICRE APPLICABLE. Is not In on easement, fes► /�)(.7 PROYIDE APPROVED .M•?� . . 1 1 _ � _1.'_..._� --J L-11.,..1_ -1.--_ _.J -. National Wats 1(800)874-0335 Nas6villc Wats 1(800)638-2526 southeaste�rn ��t FloridaWats1(800)342-1279 MJaml W"(3 1(80x)640-4981 C HURRICANE ANCHOR Design Features: These ties add increased resistance to wind uplift. • Preclsion preformed galvanized steel- • Eliminates tae nailing utilizing correctly located nail holes far fast eery and strong attachment of rafters and trusses to plates and studs. • Saves labor costs. f,laterials: 20 -18 gauge galvanized steel Loads: 340-890 tbs. REGULAR ALLOWABLE DIMENSIONS FASTENER SCHEDULE LOADS PER DESCRIPTION PRODUCT CODE GAUGE CTN W H RAFTER PLATE STUD WINO UPLIFT 445d «d 340 Soo HCPR d HCPL 20 1 1R 5 4-6d 4-8d 520 503 Ro7dzr HCPRIS b HCPL18 18 1112 5 AV AV 5120 � 100 Tie HCPLMPL R d HL 20 1 12 6 1B "d 4-8d 520 g rte HCPLR18 t,HCPLLI6 18 1112 6 tB 4 4BQ 520 100 ObL La-.g Tie RT10' 16 19116 10 314 6-8d XI 12 &84 6 84 X1 t2 615 100 18 11/4 413(16 3-8d 3-8d 390 103 HCPR/L (isversble RT12' A�-aZabtc n tch a Ci2ht Truss r>9 HCPTA 18 2 V2 20 6-104 4_IW 8•10d 490 So 1NSTALLAT10N_ Use atspeGbed listeners in sdtedu+e a�ieve vakics di 6ratcd. SEE GENERAL NOTES: 2,3,S,7,8,9 DE COMPLIANCE: S.B.C.CI 19166,'S.B.C.C-L 99(91,METRO DADE COUNTY REPORT • ( (90-01202, i42-0830� ° i a DOUBLE LONGTIE LONGTIE •A. REVERSIBLE • TRUSS • TIE HCPTA o vCE HCP L FULL RT10 P1aN nN toB �Ava3aua in tett oc 69N FLOOR TIE ANCHOR ISutl g Zontng ir.spt cuo DesignFeatures:Features: These ties are designed especially(or use with floorstl�tllR, constructed above grade, as a connection between first or second floor level to studs. • Nailed installation saves labor costs. Materials: 16 gauge galvanized steel Loads: _ 990- 1153 lbs. FASTENERS PRODUCT GAUGE LENGTH CLE-AR TO TO R UPLIFT PER CTM DESCRIPTION CODE SPAN PLATE STUD Stud Fust Fbo(Tic HCPFA 16 20 6 61d 6-fid 990 50 hA SecoriQ Roor T'te HCPSA 16 40 17 16-10d 1153 20 /J INSTALLATION: Use an specified tastenc(s in schedule to achiele vaiues"O'Cate'd I / SEE GENERAL NOTES: 6 / nr. J103 WOOD CONSTRUCTION J103.1 Fasteners and Connectors J103.1 .1 A continuous load path between footings, foundation walls, studs and rafters shall be maintained. J103.1.2 Fasteners and connectors shall be able to resist the required loads. J103.1.3 Fasteners shall be installed in accordance with Table 1705. 1 of Chapter 17. Approved connectors, anchors and other fastening devices not included in Chapter 17 shall be installed in accordance with the manufacturer's recommendations. J103.2 Root Construction-Rafters All such members shall be securely fastened to the exterior walls with approved hurricane anchors or clips. PLEASE NOTE ! PROVIDE FOR 12" ANCHOR BOLTS IMBEDDED 6" IN CONCRETE OR 8- IN MASONRY UNITS, SPACED NOT MORE THAN 4' APART IN ALL INTERIOR BEARING WALLS AND ALL EXTERIOR WALLS. USE 1/8" X 2" X 2" OR 2" ROUND WASHERS WITH NUTS ON THESE BOLTS. NO STAPLES ON ROOFING, . PROVIDE FOR REQUIRED UPLIFT AT- STUDS TO TOP PLATES AND STUDS TO SHOE. INSTALL CLIPS AS NECESSARY. J103.1 FASTENERS AND CONNECTORS _ 1103.1.1 A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, STUDS AND RAFTERS SHALL BE MAINTAINED. J 103.1.2 FASTENERS AND CONNECTORS SHALL BE ABLE TO RESIST THE REQUIRED LOADS. , J 103.1.3 FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH TABLE 1705.1 OF CHAPTER 17 OF THE S.S.B.C. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT INCLUDED IN CHAPTER 17 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S _. RECOMMENDATIONS. J 103.2 ROOF CONSTRTUCTION-RAFTERS ALL SUCH MEMBERS SHALL BE SECURELY FASTENED TO THE EXTERIOR WALLS WITH APPROVED HURRICANE ANCHORS OR CLIPS. 4L z 01 _ TRUSS TIE DOWN STRAP (Sanlbe( Strap) 1 5/8- Dealgn Faatums: - provj&a a(Sdtora}Vcri nticitncIto A µ/1a6 Uptttt 10 "Cu fa rallan "Wuel 10waA ttubL, top pot" a c>xcrels Ua bac,". wztat alt: tb 0&Lgq gsty&rL2od tteol • Loads: i W- 1880 be f LtttXUl ALI.OwiI� Uri PRODUCT ICXEWLL LOA01 ru C00[ QAUOE CTX H EA O E R M'To u vS.FT fk TVttRt W WOOO 3/4• 11 hmx a to•10t iVA rs LX Cn rtOt21D 11 52.14( tll4 1! 1 8 tJsMMEM It COc�CACTT' ZX Fun t t W r a ov 1541 r t rx (n Kerr 10 1{ t4c a Pt 1 l o it P007140TL kAh.ALrt J,ti�(aa6 on n05d d M tz oti%al.11% tx to rte` Lr6 3 h N 1�ti7� F tn�r.ert �n X►-i6 w Robs R�OP7X D�aC.tiG d 7r vw.)h 18 1/4� �yr«or r.x.ct• t:v d<�,�...,�.lt Co,.o�c,4.ar�..,aod-A..b�✓�1'^�-�,ts�,nn mcr "fr.TTw rvr0.�a,Yr.r..,1p,r�6 er17�ions r.LOOD�"�.."L1�'<1 .d4.V" sr E R..n's�n `l�r�Y./'a tY b-u bollV 600�� r�T AL -JMtC U N t1 ►�.6 Y G Lfil r.tl»4 td1�b. f•R ,nr t�7lo f�c Soy�.a3�p b h�l K ks to '. pOV9L£ 2X(2) 1 . 34- 1-EFaCXLULHOTL]: Ll,lt,'t CDf cour WY-L- LI.C.Ct. (It".VETRoC)KN COCk(TT IIIJORT tVt�dl r, TRUSS TIE DOWN STRAP (True Ile) Patent Pending PROOUCtFJSTLNER TOTAL NU1t8ER Of 8�E COOC pCS. AtYTK)K QAUO£ FKSTfNER1 t { 10 12 2X(2} }tDt iD Jot T rvL I f b 120 ' P4 w 1292 1600 1420' tod 561 T71 1161 15(6 tq6 1475 �— f 04T?+0TE. F tD pLa)4rtvr'O.�t R?-�7 ! V 4J cc(W k=t%M VC 1A�+M •aG' d"LP1c a/1 t 6 KY t►u r.&-)T t-.+.N KJ;�L d t.k%Mbv Wrd LAtt b"Kr-4 Gain rc7w-v d bf t 6.n5cn 1 b&4 ta.,V d 56 P-64 to"Ln to woornL'cx*AV%1 w+ KLk0` Dw7% FdTA.IlATYJK: lT►a J LO�db4 ttt*""t^aar.o m b Lryu..�rL1�a rrirxtsC CLL aCMCJkAL NOM! L 1 - HOP T1 v' StNOIC H D PIA DO u a LI \ Isar T i f - ` s� � jr..tonal \y �j1800) b7 0} �) ja16 ilJc\VaL1(800) 616--'S- t1 bbblll k(� 1 V [i1f } pori 1(E00)3:"< lIt rn I VV : 00) 6A 0-t 9 2 I HAF-TER-(,LIP Design Features: A Iasi. economical Ile to secure rapers and busses to all studs and top plates. Materials: 18 gauge galvanized steel Loads: 510 - 708 lbs. HCPRF 1 PRODUCT DIMENSIONS FASTENER ALLOWABLE _ -- SIZE GAUGE SCHEDULE LOADS NAILS ONLY PER CODE CTN c - _ W I STUD PLl 'E WIND UPLIFT ray 6-60 I tt•Dd 706 5_Wry Grip Glp CLPSW 16 I 1 9116 100 __ I 6.66 11-66 ( 6)0' 110^ Ranu C6p HCPR; 16 ( 1 Wit, I 6.66 1 6-66 1 706 100 Raney CLp HCPR3 1 IS 1 2 9116 1 6.66 1 6-6d 630 i 10G Ranu Cip HGPR< 1 tb 39116 6.66 6-66 1 510 100 --' _ tNSTALLA'nON: Usc all 1:14a4Clasteners In&ZAO a to attic+."kics inOiute4. CLPSW SEE GENERAL NOTES: 2.3.S.9 CODE COMPUANCE: S.B.C.C.I. r9166•uETRO DADE COUNTY REPORT e89.1202.1••,914)01 t SCISSOR TRUSS CLIP = Design Features: Specifically designed to prevent uplih :or scissor trusses. Allows for up to 1 1/4 inch of horizontal movement. -Materials: 16 gauge g2lvanized steel.- --=-J ,� - - 7801bs.-Loads: .. .- _ ��„_-..r,.••�— - - .... 1 tri - PRODUCT DIMENSIONS :. FASTENER ALLOWABLE LOADS = SIZE: COD GAUGE SCHEDULE- -NAILS ONLY PER W I O .: TRUSS PLATE I WIND UPLIFT 2X4 Top Puts :I STC-24 I •16 ! 3 WI6 I t SM :I (5) 1 o I (6) 10C I 780 I 50 "_-�C.. _ _ ZX6 Top Pfau I '.STC-2o -16' I 5 trz 1 Erb.' (5) 106 .(5) 1W I 760 I .2= -_- --• - o " 2U Top Rats STC-26 I .16 -7 I/4 1 S1b I'(5):t06 (6) 103 760 25 -STC —• - - FOOTNOTES:- _ ..- Upr1 Loads have becn increasoC 113 for"nd or aariNvakea ='_'>"=��r;=+=c.,,_ .• •`-r:.•�=^- _ INSTALL.ATION: =-. --- Ux at sorc+red lasteneri in sehedulc 10 edtic-c Yelvcs in6,:,.ticd. - �`"` 'SEE GENERAUNOTES: 5, 7,.6 STUD PLATE - STRAPS Design'Features: Economical installaii ton. to achieve continuous —__ -- ' loading from top plale to stud and from stud 10 sill plate. Materials. 20 - ib gauge galvanized steel -- HCPRF Loads: 425 - 725 tbs. 1 FASTENER ALLOWABLE LOADS PROOUCT SCHEDULE I NAILS ONLY PE SIZE CODE GAUGE CT STUD IPLATEI WIND UPLIFT S19te Ptah I PBS-22 I 16 I 5.10d I t.tOC I 630 110' Oouble Pule PBS-24 i 1e I 5-106 I 6-106 I 7eS I 2( HCPRSI 5bd I S8, ESO Snob Pale P.CP?.S t8 I 425 I 10 6J,1 Std f, 52:' i 1 DouW- Ptau Hi I`R 16 I f 706 I I II J jI I . I , c c J I F of I E50 -- S:: 2C I t oc I od I 5?0 r' SES G=NERAL NOTES: 2. S. 7. s. 9 COD: cOMPU1Kc!.1 S.5.L.C.1. '9166. 'W"RO^_'.O_ C01 '114 RE�0A1 'S1-0702.1 M 0000 00 O 0� i rI, er �r �< O OOO OOIOI c .S g oxm 19 rylrvl 1 I I — � N N N , • N I . Wr � VN C `\II O� dIN111 L I; I � - m I T �K ^x � NO TS o zoy • S \ i a ---- LF��I i I W W O CU •,�� N Q J N Y W i p � I WIN Y N o -J 1. H 40, ^moi x^ N .. I � _ - •� � � Z v v _. N.rHC� i i r .'�91.;L,i:�. ,�I I(il1 1 111 I I�� :�7 , , �•� HURRICANE F_NGINL RIN(. CORPORATION J�m 1111 Sourh FrJcro//I h—uy, Suite 226. Stuart. FC 3J991 r Phonc .1071221-8639 or 261-1510 Fax: 4071220-86R6 7 corp C . rn e g� A Rcgistered Professional Engineering Nenvor� Report of Design Capacities for Self Mulling SillS Calculated for: Architectual Windows & Glass j , i Certified by: William J. Mathers, P.E. 'P AP FL. Reg. #19658 eA° ATR° �Eo �I1�G Orlc/B�gL'y I i GA. Reg. #21275 DEC 1719 97 S tr Uctur Uzi C rtifi C � s � F(CitIIT�CI'(ifiXi, 09W W-Ur"way.suite n �jj rIlLIKSLStR k Jattt>onvlil�l7CzSda 32256 ti3O5 _ _ 1 J J 11 II 11•'I 1 li I 1 j - 1)I LTJ x:111 i�t�ot�ol_,�i u Mu llinR,�ilJ Givcn_ 6063 TS Aluminum Maximum Window size-. (2) 4060 windows mulled together with a 8040 1/2 circle window on top. (See anached illusu-abon.) Wind ilelocity Pressure::::45 psf (which includes a 1.5 factor of safety) Ends of the mull are fixed. Required: Calculations ehccking the adequacy of the self mulling sill. Solution: P 1 = Load from mull of the two windows P2 = Load from the semi-circle window Pt = P1 + P2 PI = (45 psf) * (1ft--/14-4 in'-) * (48 In)*(72 in/2) = 540 lbs P2=(45 psfl*(Ift2/144 in2)*((4*48 in*24 in)/3) =480 tbs Pt = 1020 Ibs= 1.02 kips Deflection Limit=96 in/ 175 =0-�5 in Calculate Required Ix-x: i Max Deflection therefore, _ Ixx required= ((P)*01))/(192*B*Max Deflection) ((1,02 kips)*(963))/(192 " 10,100ksi * 0.551n) = 4.842 in_4 Ix-x provided by self mulling siQ alone = 0.892isn` 5 0.842in= O,K, Therefore the self mulling sill will be sufficient to resist a 45 psf wind load with I the given windows being used. R 8930 wc: Cm W&Y.sulic C /rf�OSN9 tY �` 'octtcQG nocida 3225(rflS1?s 15'I ,In.tAll 1??411 • tlf i ,bl )1ijto,I IV III C !11 QTION Of M(1M .fid SqF MULLING SILL - sn :�- A1 1.90 � 0.061_ (.84 0.1 18 � 8.31 E-06 ; 6.118 _ _A2 OA23 _ 2.80 0.060-_l 2.60 0.155 4.77E-06 0.166 - A3 1 0.008 - 260_ 0.071 2.60� �1.A1F 0.056_ A4 I U.U1y _ : 266 0.051 Z.66� 0.135 1 3,98E 06 ; 0.135 AS 0,009 T 254 0.022 2-54 ' 0-os6 11.82E-08.,- 0.058 -A8 0.123 t_t6 0.174 1,45 0260 627E-U21 0.322 --A7..-, -0.0.M ; 1.12. ... 0:040 1 1.1Z 0.045 ; 1,4t]E-05 . 0.04 _ - A8 _ 000@ 0.43 0.004-T- 0.43 0.002 1.82E-08 : 0- ._ A9 0.010 0.32 0.003 J�_ 0,33 0.001 2.86E-06 ; 0.001 ASO 0.038 0-24 0.0(18 0.24 0.002 7.40E-06 0.002 All 0.006 I 021 0.001 0.2( 0.000 6.17E-08 rj 0.000 t S 2-65E- � o o� I; _ o_4st `� 0.292 Neutra_[$�Cfs from base litre 1.402 in. - 1x-x '1. RCf1rr'ECItHtAL 6930 wcstan Way.5ustc n Jnck onvWc-ClaatQa Sz2Xs1S305 �j ! - ,� (•�. .Aar .j'��' ..w•_ � 1a� � R 1 Z• N� Y• rR�lj�'�Lc�. r �Z'w i� �•r i�...r-C:>r�s)',!�a�C {.a y�r{• v. �••_sy7.-•'V - •�R�r'lJn. �'?�s.'�a✓+'�s. s+�.r..� 'k�r.`�'L•st 7a7 •thy-••qty 2!f"��• `w�aS�U�►y'�� iIIII7�^^^^��'�� .�►G��•y'_ T 'w'+p=�? ��+ kx�cji*-•�:►�j�a.1-.-ter+. �si�..,-r jx ice• .r.•t :wv �•y- :�•f•��Jt~� - \fir= r vv ►q'_��.��.,�,�j - �•GVL1 ?r��••i •N`�. ••��•` �. PA Rai .7• -►a 7�t+' �'iaS�I'.a �•�• -►:l i-i•'='• `•� ii•y� 5. �"••r• g �p •[:.L: • �t..�� :�!•:T+��Ji«;r�:-.•ter. �.f•... iKj�v/ � •y'„y. �`�I=+�'•�:' •i..�. 1�••.a` int."i•;.•• id Z` r`r �� `C+''+:+�•a.• �•�. � 5 PIE .a4►�.��ta.�.y}r�^a�•, ��•• ice.:: .+1.•'�+ �,��• v.11.• isa� .'t y's � •�. r Jia'a��-+. i,,.,; • .y4Lr�t �.�� ;.t•..a• �a�+.J.t !}1S•_e•�:A .tY�.. �dcts. rr:`F':1 �nC;�i i i'r'rT�•� � K~iir:�� ':a.'wS'!aC� ''.r'.r Lddoncluln: kt111 Calculation for 8 ' 1{ull_ Span i GIVEN : Same as for original calculations SQUIRED: Calculation$ checking adequacy of 6 ' mull . SOLTTTIOH: Wind load velocity pressure = 30pnf 12plbe/ft Load on mull = (30 ib9/ft2) * (48in/ (12 in/ft)) Deflection I' 't = Length/175 = (8 `t 12 in/ft) /175= 0-55" Therefore Ix-x required = (Swl') /(384E(Def lection limit) ) w 120lbs/ft - 1 = 96in E = 101100 ksi Deflection limit m O . SS" Ix--x = x� { 1201b6(ft) * ( Ift 12in t 96in Z* 10001b 384* ( IO, l00ksi) *(0 .55 ) Ix-x - 0.021int < 0.44 in` * The 8' mull .iC0 vlcadequate to resist 30 psf Kind loads . F: I _ l (r ] =MOWS OP3tcm WOY,twhc t Jxkrfortvll}c tlocSdd 32Z50�SOS _ A r - lQf141 �s1;5�.t c�n a , i I inl: I1 +• ::Liln , ,I I1104itll. au CD E3-4* I/2 Circle _ I Cap Sill N Self Mulling 4-6- SH 4-6' SH N Mu[l Bar 48, . 48' 9 S' $Cfi� . _ Q960 tYcstcin ptcylsc.dtc 4 • e � J B003326843 tX�HIJ 1 1) UJ I NLX),1 1?-2 P01 JUN 13 HURRICANE ,ENGINE EP MG CORPORATION 1111 So,dl+ Ftdonl Niglrivay, 116, SYuari, 4JtIC� FL 34994 $uitc ��t11 Pkonc_ !07/111-4639 o/ r 264-1510 Fal07/220-8696 Ncrwork �n�� A Registered professional Engcmmnng Report of Design Capacities Re p for Mulled WindOws Calculated for. -0a,11a Company Inc. i Certified by: William J. Mathers., P.E. FL. Reg. #1.9658 8930 Westar mu way gultc{ �rw.'"` �t„'”' pciv4lG rsoki u 32256 a3O5 U13OWS & (9U4) 345-s-2150 IDC. r=(904)Y4-N e M)� It: ttuU'1 ut I I I )dull C loul for DQulti. le W a azvax: e : Aluminum tilt & non-tilt single hung Product typ Aluminum 300/2300 900/2900' 00/2900 800/2800 Series : 500/2500 Size: 4060 (48"x72" ) structural components as per attached details . VrAjUjYLgDi Calculations checking adequacy of mull . HOLUTZOX= - Wind load velocity pressure = 30 p•s - f Load on mull = (30 lbs/ft l) * (48 in/ (12 in/ft) ) 120 'be/ft * SEE NEXT PAGE FOR MULL SECTION PROPERTIES Deflect on Limit based on 1/4" lass (4 sides supported) . ,) Wind Load = 30psf = B/ (IO*T) ' 2) Short side thickness ratio a) Short side = 48" effective) b) Thickness p 1/4' (0 .22" Therefore. B/ (T*10) = 48"/ (10*0 -22' ) = 21. 8 3 ) Determine constant C from chart (see appendix) C = 1..5 4) Calculate Long Aspect Ratio: (lol g si d4e) / (shirt side) 5) Estimate Center Deflection: D = 0 .22" t 1 . 5 * 1 . 5 Deflection limit Of glass = 4 * 0 .22" = 0 '88 ' 0 'b" 0 K * Therefore, limit the deflection of the mull to 0 . 5 inches . n � � � i tt3 )t)_i.i_ r,I3ti DI-11,fJII) WltdlAn., 1.':' I'U._' JtYA 1i -ya 00 aH rr,�l�tJ<,I�r, S I UW I u I I u 5137 P0.' J'14 13 •9a of3 31., Mull Cnloul4tiQr�y for DQulti lam_ e 1144w$ GIVEN i Product type : Aluminum tilt & non-tilt single hung Series : 700/2700 300/2300 900/2900 800/2800 500/2500 Size ; 4060 (48"x72" ) Structural components as per attached details . RzQujRXD: Calculations checking adequacy of mull . SOLUT10Ms Wind load velocity pressure = 30 p.s. f . Load on mull = (30 lbs/f t') * (48 in/ (12 in/f t) ) R 120 lbf/ft * SEE NEXT PAGE FOR MULL SECTION PROPERTIES Deflection Limit based on 1/4" glass (4 sides supported) . 1) Wind Load = 30psf 2) Short side thickness ratio = B/ (10*T) a) Short side = 48" b) Thickness p 1/4" (0.22" effective) Therefore, B/ (T*10) = 48"/ (10+0 .221 ) = 21. B 3 ) Determine constant C from chart (see appendix) C 1 .5 4) Calculate Long Aspect Ratio: (long side) / (short side) 72" / 48" = 1.5 5) Estimate Center Deflection: D = 0.22" t 1.5 * 1 . 5 =� 0.5" • Deflection limit of glass = 4 * 0 .22" = 0 .68" > 0 .5" O. R. * Therefore, limit the deflection of the mull to 0 . 5 inches . 1 n - C C: 4t9�i'�(9f36 `i 1 Utaf?i (ll I U. St); PU.i J Ull 1 :5 MATHERS ENGINEERING CORP_ 1O8 --- -- --- 1 1 1 1 S. Federal Hwy. Suite 226 &4CT No ---- Of- STUART, FLORIDA 34994 DATE— (407) 287-0626 c�tax�rEovY DATE ()r K o BY SCi�tE r l-tIAN�F� [♦ / A. t� A .__.-:..Z.a..0 /. Alt �.+. �.._ a.05 -7.t, x-Ids'- ---- -o�pQ.t5_. i.o3 Qo.p1oG _.. 3r .ISZ_ o., I.I . 0_.067. o. 0,001(' . :O..vo� 191. q.! !` ; --= -..._:..0.%�.'.# .. �! 0'.a542,, _.0....593;. . 6-4 '!)?-2 0.58 = - PstB.: _ . ..»_J_. 0 .02 1.100 0 0 fq1. Z_.A...a�._._... .Q;ao��. . � X 10 b 010 Va.a 0,1b o:004 S.44, z 10 0,o.t.25 .4� 0.DZ.101. 13 :.- - _(c..�_(a g._ . 0:• D4)13- _s 1 Z, r. x 10 o. ,O2r 0lf8 .At Z.2y 033 1 •!v xro 0 . c? 3. - _ 1. `t p.U.�Z 7. >±E fs7�b.. -0• Q- .� . . - 09 8 _._-.A13 O Q3 `l !,l02 a. Q'r8 P...� 5 Q�.v�t2P . 1..05 x to' p , 0:0 r 5 Ai4a a 0 0.0-)so.oacto�6 1.7�Ao"� o• va�lo3 Z. a o,�Jo o 33 0.22 W405 --* -� '• 1.0 �:. - 1YGc'rnALr AXS� ?>rSTAAIC!� lC•�Co�t B�tSE. [�.�lE �b1 r.'. � it} l l t•'1 l U f -! i0l, pod JI JJJ Cnl�} ate R��i�d Z�-x To &��et Load UQ�nQ ?4axi�;�n D�flectlo�a� d C2Rtrol Dmax (Swl') / (38491) Therefore : Ix-x required = (5w1') / (384E*Dlim) w = 120 lbs/ft 1 = 72 in E = 10, 100 ksi for 6063 TS Aluminum Dlim = 0 . 5' _ (S* (1201bs[ft) * (1' /12' ) ' (72" ) '* (1kip/1Q 01bs) 384 * ( 10 , 100 ksi ) * ( 0 . 50 ) Ix-x required = 0.0096in4 < 0 .44in' from the mull Therefore the mull is adequate tg resist 30 psf wind loads C . n 2 / • � • s i��...,• .,.r �.qy}�':;1 I .ci►• l•x.•X�•ta i.��o .��.t:'gh.:..•�R�}M� ya"'A;4.Z .�:::r:•r•'w "> ••e"+�i.��'f��.:a::f� w:f,t.•!� �.t.'�:>;�:!!'•a^;Sis ,.•:. a' Lr. rf•.;•.futi.s iw, a l�.Fi.',! •\ y.Fia�r.l t:}"i•• L'%,:T:;}- �i.•.I�y. -ti�S�'r a�.•t:'r 4;�•••�„�.a�..`wlal 3. `�^�.1:►�.,J•�,,G'y.M� .��."y�:i}��•.s:�a::��• is•i:•:+. i�:�t�!*.t�,;'y"yi•4r,•a••N+r • ♦ • .t•.^l•:i: �N`'...�:�•.«•...`�:{\I:i^: Rs�gN.a.`»ti;v•.i•:tlftiwn �+� !i� ,.•w'.��-'•~'.>••:e�:,.�•.�+i:•,f' • • ;L..T�y ,l:r ��r a.`.K;tw..vS:!•Si KY.+4••,•y`-ti r••,�• 4Ytla•• �' +.gtiiC�e,S\�.. .•?� �<r•I:L!•i-\iT��S��kr��I,i•W.. r�i j r�,.��i ATL�C•.`f'inr;':{�1yi •,t7:.ia{liy�C>.,�r �.T�it�:fi�N>y�.a:••.�:iL:��aii:�Jw .tig•.k..Y�tY'a+vi:i-ry ilii=r'^r al:.ti}��.y!, •�• ?%'t' tr�,w=tdl��: •.'.s.;.l:�:.:.{.t.•�•.•,\VNY�.0 IL�.tY”+lCv�' +s...:' lG-•��i;y�s•'?l: ay.�•S {rS%:'ii""st.:�Y. ,:,�,a.'i: Y!.•i:,�•-a • 'we-s. �� •,i!fr�ai^�a�� '..:� r. r !.'i- r::..:.Y.s•..«'• e•>y..t:�yl>., •.Ja.1.�. 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N•-..J •i l.l•. V� �!ltlr'd! yr^ :s-.t.. •;r,;S.. ,:SY- � ..y'!.;r.;,�. •{5"i�f x.1:3•.{ E•�:"r_�..Vii,.i�'*r,I ep-+ ..w' :.•,h,_s:�, .s�>.ti,sf�•"�•�?w^r: r:... M„� 2•(•Y.?`as 3•+]Y• •a- ..:7• moo+-':•:»�T,a••: 4ry,r..as,�;�: �7 t ' 27093 G DANVID ------- W > ,)0,40 z ate. KU-Oa NOTES 1 -t 1•cMRti pn Rug3pN5 l0. E >(ARK (0.010 R- X X 0.010 DEEP) E X P 2,, ASSES WTM DIE No. 2D657• r s 5 E 0� S t 2.565 1.210 0.156 ' $YM 0.6ss -- ' o.055 0.o25 R. 0.060 - 2.4b5 aaso oro15 •uNst'ECIFlED WALL. Tt{fCi�fSs r 0.05 BREAK SHARP CORHE1s AT Pu sx�l sxxtsvw, D s.►=s 4= Q.1 54 R WI0/ti _ AlrHr ,LrERNuTNE `trisr "°°. a VAX >,AAQ �*• 4 20465 .ocstu _ `4 �a L40 W.1:5 ►�oua — ` DOCK P ,- �� T AMU r 31 6063 2X 0.221 `t t � '°� 2 - 3 1 8 0 W U LL R oars o 2GS T5 4/30/B7 rsT rna+i'. R 7 Y q aAs3 SOU O i' i . 1. :i H g pB o t � P IL_ 0 p p n r !i3 p co } O Y b u [g� E a� o 4 11 � ` 17� 6 1 5 6 8 10 15 20 25 30 40 50 100 a 80 80 Q - o 60 60 J _ 0 50 -- - � 50 . 40 - ti d d o o r� A ,:� r� W lQ 4 0 LL 30 r 130 U 20 1 Ii 20 = 15 i 15 U 10 10 5 6 8 lo 15 20 25 30 40 50 SHORT SIDE THICKNESS RATIO 8 = (1 0 xT) l 1995 12: 56 904 75GE1500 LORE L LTL; F'--"-GE 01 May- Z7_ - 9G CSB - 1Gn C: 1A55 OF AriERICA yva 396 Go06 0 . 01 i INDUSTRIES Technicalrvi Se ceslFlat Glass Division s MARCH 19, 1981 PPG Class Thickne sh OEM KARAM endations to meet Arc-hitects Specified • t �r 08i•01 1996 12: 56 9047568508 LORE L LTD P GE 02 May - 22 - 96 08 : 16A C. IASS OF AMERICA 1 9Ua 396 6006 p, 0. Wind Load Design Guidelines S Breaking Stress Level Relationship of Breaking Stress to Duration of Uniform load The structural behavior of glass is Zo 000 — t 1 such that breakage risk mt s,o,10ust be N t�+uoo r4i;uRE rR e.s:u�r_� •fE,,,,,rrtro[;r,.t -�,•;7 determined usingStatistical theory :e.no<I _��s_ �____ tet___ ,_ 710 Y. =H e0w er1;,o�4u.vrtt o�ce•e�.tTi. , r � _ � Failure always results when a tensile "= scot _ "t'' Ac4r,r. �p�o� Component of stress exceeds the ; .oAG ^.-tri•o,�t--�r °"E4 ms's:a j tensile strength of the plate at a zo 3000 '`..^r oeje.p,_rr f�'•-F •�Nt �t0 r •—�� Particular location, Stress is influenced 1 2000 NI . jhhf<tr0 rico^'C, lU�r uta.S ` I by plate geometry, fabrication, sup. 1a 1500 I Dort conditions. surface quality, << 1000 <=- N type/rate of loading. etc. Cry ,iro 1 0 to IC 10IG I° I ot 10• Breakage Probability vs. syst.INto 1•oAO:NC 3t.•Rat:0r4 tSECGRhC51 Maximum Tension Stress •e{t.e to .n,,.a:.Q 1`11381 g)4-31. e°{t[9ne MU'R UI error usi. Maximum stress in a plate is one Float Glass Probability of Breakage' factor which determines breakage risk. Computer analysis is a s0 histi• Prutabilrty or A„paled Glass fl D Y P la•at•Stren thenad TtmG•'ed Gists cated means for estimating tension i Brea:aQe' ut India Oceunenti of 60 (Co.11icitnl of Gl�ss (Co-rfident (Coet(itient Variatio stress as a function of design load Second Design load n Z2%) Gr v�riecioft 1596) of Variation 10 selected by architects to meet job .Vtaa,rnunT Mtrlmum Md[imum requirements. Fracture risk. while (Sro;)ks oar 1000 Stress Stress Stress never entirely eliminated, usually can toeaed) (P51) (PSI) (051) be reduced to a practical level 500 6,000 V 11,000 23.000 acceptable to professional and regu- 5o 3.800 6,300 19.000 13tory authorities. For a brief outline 8 2.800 7,000 17,20 of the statistical relationshipof 2 2.500 i 00 16,600 2 2.:00 � 6.2s,zoo 16,600 breakage probability to maximum tent- 1 1,900 ' 5,900 15.500 tion stress at break origin, see table -Far. o I{•aa e.rq.r n:i.anu,.,rn a -ne...0w:{oec at tight. m01i.,.r,Q ty-,.r K•cl{. New PPG Glass nfluence of Aspect Ratio (i to s) PPG Flash Computer Thickness for 'A Annealed Float Glass $ervice ►G.R SICEi S!PPp4't; Recommendations 1 z0° T For large I,rcjeels. PPG c'fers tet` PPG computer analysis, verified by IS:` nicel setv.ce to design protessionils full size load testing. confirms that s�EcltlEo ►Aoe.et.:i• as a supplement to puti,she= viind 8 or r,ILVAt-e P(A To:: load charts. Based on finite elemew plate geometry affects maxlr11un1 130 11.4 „ tension stress level and location 1 1 z lnalysis, confirmed by full scale e' - "WIND LOAC)" (PPG's Fl•;SI signlfiG3ntly New glass lhi,:kness I , te515. reCommenClat�OnS ^111 ldke aSPeCt eJ tI 1 = prp�ranl) estimates g1JfS thicknciS ratio (long side=short s.do) and = sot--` o roCCmrl6ntlatiorts to t lrt r!esta < I , i u a ' (;roless�onal's wind load requ,re• other specification varix hlcs Into < I z rnents. For hervlce, call Your PPG account An inlroduction to hese now - recommendations is oroIded n a -� _ _ _ _ __ Je z reDresencauve typical plot of research data 1 1. a.Srt;• 1 RATIO i•I � 60/0Y/1996 12: 56 964 7560560 LORE L LTD P"GE 03 May - 22 - 96 08 : 16A t` IASS OF AMERICA 1 904 396 6006 P . 03 HOW TO USE 4-SIDE SUPPORT CHARTS (Example Only) Architects Specill/dDrobabllity PPG ANNEALED FLOAT GLASS of 6reak39e - 811000 Lights r' our Stag s Supported for a 1-Minwle Uniform I In Wealhertight Rabbet Wind Load Duration TO DETERMINE MINIMUM RECOMMENDED THICKNESS STEPS EXAMPLE 3116 INCH (3mm) Tee sten 1. Cdlcula'e area of light specified 1, Area of light- g by architect in square feet. 7 FT. x 3 FT. 21 FV o trt' (length := Kidth) Y • m I ZotT .° 2. Calculate aspect ratio (long 2. Aspect ratio- side = short side) specified by 7 FT. _ 3 FT 2.3. ►r* *5141' architect. soft` ,j 1 5pFV Is r'r* 3. Determine wind load (PSF) 3 wind load = 25 PSF. ,o 'o specified by architect 1 T 3 . S ASPECT RATIO HOMO slot • aRORT Slag) 14 INCH (6111 M) s a. Enter chart for specified thick• 4 Enter top of chart at aspect x'0°1 I I `' �o r1oo ness at aspect ratio. ratio . 2.3. — 4'` - 1st e° •-- ----- -.. _.--- - ---. r!� loot` I S. Enter chart at wind load (PSF) 5. Enter leh side of 3116 INCH specified Dy architect and (5 MM)chart at wind load iintersect aspect ratio line. - 25 PSF. M so to Me $o� 2° fc est �� 6. Determine area curve (FT.') at 6. Area curve (17 FT.2) on 3/16 I y0 r:Y► intersection. INCH (5 MM)chart is smaller r then 21 FT.2. • T 7 7 / � t l .SPICY RATIO (:0kQ I109 • !MOAT s:Dal Therefore: 3/16 INCH (5 MM)thickness Contact your PPG Representative Is not recommended. 7. PPG's minimum glass thickness 7. Enter Seth side of 114 INCH recommendation is that of the (6 MM) chart at wind load chart on which area cu-ve = 25 PSF. (FT.2) at Intersection of wind .00T�orc1. load and aspect ra!,0 1',Ies i5 Area curve (27 FT.2) on 7/d CO-TACT TOvA.•o•1.01 equal to or larger than area INCH (6 MM) crian Is larger 6110AT1v9/OA , of specified light.. than 21 F-I".T. A ,0•.L.1T10 000 ••C nITIOTyAAi. r-loDoC Tf. e OISIOw3�IGIncAn0+,1 Therefore: ROT/.Ow4. 1 IMPACT APIC 0T>•cA%0A0 114 INCH (6 MM) Is minimum CONSIDIAATIOht RIOV,AI S/ICIALINO', recommended thickness I SV FORT 0c/�ICT.ON it +,I Nof//G110 1 It I•AN AT 00%01!1996 12: 56 90475601500 LORE L LTD P:;GE 04 May- 22 - 96 08 . 17A G1ASS OF AMEpICA 1 904 396 6006 P . 04 NOW TO USE 2-SIDE SUPPORT CHARTS (Example Only) ♦rchile01 spoctried PfObsbtuly PPG FLOAT GLASS . +of areakta0e - 011000 Lighte Two Sloo $� for a 1-Adlnule Unl(orrn pDorl4od Wind load Duration _ In westhert'ght Rsbbet S TO DETERMINE MINIMUM RECOMMENDED THICKNESS STEPS EXAMPLE PPG ANNEALED FLOAT GLASS . s 1,1aQ I m of uit{Will►OaTED f►aw fix C"11) 1. Determ+ .e length of unsupported 1. Length of unsupported span = too too fo is 20 t+ sa •o so „o so too !so Spin(INCHES) specified by 60 INCHES. r architect. Nit {d �' sa -+o 2. Determine wind load (PSF) 2. Wind load 30 PSF. .o ` specified by architect. t 3 Enter chart for specified glass at 3. Enter bottom of chart at unsup- unsupported span ported span •,60 INCHES. A 2V j I i a. Enter chart at wind load (PSF) a Enter left sine of chart at wind specified by architect and inter-., load = 30 PSF. sect unsupported span PPG HEAT STRENGTHENED GLASS (INCHES) line. +o I ` 5. Check Location of thickness tines S. Iia" (6 IAM) line on HEAT vs. intersection of unsupported STRENGTHENED GLASS span t NCHES> and wend load chart is Delow Intersection. (PSF) lines. s, Therefore: so :0 1/4" (8 MM) HEAT j STRENGTHENED GLASS thickness is not recommended. 10 Ia to t+ :a t+ so .a sa so eo loo 1+c 6. PPG's minimum glass thickness 6. a. ANNEALED FLOAT GLASS PPO HILACULITE+ TEMPERED GLASS recommendation is that of line 5118" (16 MM) line on to s,100 on or directly above Intersec- chart is directly above le 1 t eo tion of unsuaponed span and Intersection- wind load Imes. ��_ea Therefore: �1 S/1" (16 MM)is minimum rooT•arc+ f ; recomm +t M 1.llV( ended thickness of 1 30 + coMl.cl loudPOO /Ot O4•pt" ANNEALEO FLOAT GLASS. .._.nrc,,.,� f b HERCULITE TEMPERED GL + ..ODVC rs. CtSIGN.o.Ic.rlc.l:o.s 1:4 (6 NIM) tine on C.I)art is dlrectty above to cc.s:�u.rlo-, intersection- Is b .a Se {O +0 100 t50 /• c:...I.o• ltIII of" 01VA.$V0rCAT10toAN (INC•(II , w•Pod tofI,(CT•o-+„kt Therelore n31 r/CttD I.l,s s•.►.I DISIcM IO.D 00/91/1996 12: 56 9047560500 LORE L LTD P-GE 05 May- 22 - 96 08 : 17A GLASS OF AMERICA 1 904 396 6006 p . 0 '' -` I O . < 3 I � ��•$ I � � d► i I e ` ` �p Y •� (tt()avol cMiM OtI/IJ)/C t1�311K�Y• f lS410V01.EY1r 011,01ZI34t S.4L7i1,K0Y• (rt.)QT011Oklm all$132419 913aumzv r log a � , O i I M ,tiwi i I Ti ^{ I 1 wO g IL IL (09d,OvolvNuaO)ill3lets13341K21g• i.t.10rC1.OW,IL0)101o3.S911)11N7o• I4Jt1)Qt01r0KIr0I10153.T110111K39• go lz a £ Q 1 E J I E o 00/01%1996 12: 56 9047560500 LORE L LTD PGE 06 May- 22 - 9G 08 : 18A GLASS OF AMERICA 1 90a 39E, 6006 P . O L A"C"Rtcrt spico(o*,ka,,.°AD("n r 90 0 i' O ry Sy o pu fi M � A y a r ( � M a rs . a s a d Y � mV A - l/f A�C►aT[Crf s�teu�towtrvatoAOpsn ARCW1[G�'t SPICIIltDwiyDaOAD(Ptf) A■CN(rtcrf t.lCIAID WINCYLOAD(Pff) m Y trt ti Y saa a8 i I I a aas a "g g N Ba T. ° ............ N .w M gel � s � � s - j oa sas! 3 .� Asd(ITW'S SoECtftto AtCrIT[CrS SftC)F1(0 AtU�f[CN�f�lCtfilO ARCxtilCT'(f►lC�fi!D w)MOtOAO(OS^ YnyOIOAD(ftf) wnwOICAO909F) -WQLOAD(►t►1 01 T V - _ 2 K 8�� bI8a � � o QQ � �� •t IJE � 1S6 6 00/01%1996 12: 56 90471560500 LORE L LTD PAGE 0 May- ZZ - 96 08 . 18A GIASS OF AMERICA 1 904 396 6006 F' - v7 •PtCMfTlCT(•►ICI.ICO WIND LOAD(►trl INCwjr#C*t NtClnlO wlwO'LO►O(►(lA ICT t IP IC,r]C0 1.0 LOA(*Sr Y Y i L i b 1C i t S y= o i Q � Qo , } r i s C0 A I I � M •O v O Fm s •CuITlCrs SPECINICO VANOlLOAO Ir P) S SSC E Y ��+ ► � I• ( � � �I1 � � ^'�YZ �T � ' � I I � •y' Z i 7 3w all to s ul cn m m •RCMIT(CT'S S►(CltgO MIkO:LOAO tF3F1 •RChI•(CT f S►77ClCI►�l��O((MIND L0A9Iss►tiir) �^ ♦A.'Mrt(CT't!0(Gt'CCwINO-LO&01►SpI >S i 6 S I lit. b.3. ]I' ► r r O u o r o j 3 I N .n O .4 o _ Ln m 00i'01i199G 12: 56 904;560500 LORE L LTD P-GE 00 1 904 396 6006 P • 08 May- Z2 "96 OS � � 9A � � ASS OF AMERICA 6 t� WIM0-t0k01►Ct, a�CwrtE�ft C,r[LIntO..•�wO tOaD I� � a•cr,Ttcrt tvcc to 6 .6 aRc�rttcrt s►rCuaD ni.D.�o.D�.(.�, E 8 b � � v, _ rn Y _ 1 , •+ Ll f J , Fn at M 1 I s , , � o •� N A m 1 U t a s s s i i m �• �� aa to CLr Ott rk r 11 7�G C G Qa or2 fire, r2 — .� �5 b� i P- o � L---_,f. It CYl f►(CIRIlO w�ry�0L0l�L 1 aft" t S i I.QOvlroapa�fPt.1 •aCMlt(G = a v r �L(ct t t.lcr.,(o NnwD o.0 c►s'� i a iS = o — o arc Y b '6 E S E � �i " �-f •., � �TA 3 r i s V) m c �i�� M m J 1 C) b 1.01 _ 's v D Gx —ir. {' — a J S \ ._ �_�— .tel ` b-•, ��' _ I __ C) 01 1996 12: 56 904 560500 LURE L LTD P-GE 09 May- 22 - 96 08 : 20A GIASS OF AMERICA 1 904 396 6006 P . 1 APPROXIMATE CENTER DEFLECTION OF ANNEALED, HEAT STRENGTHENED, AND TEMPERED FLOAT GLASS` AT WIND LOAD SPECIFIED BY ARCHITECTi(4-SIDE SUPPORT) LEGEND Tp ESTIMATE CENTER DEFLECTION (D) D Center deflection FOR PPG MONOLITHIC FLOAT GLASS � (INCHES). ^I 0 = T x C x. Aspect Ratio A a Long side (INCHES). . 8 ,w Short side (INCHES) T = Glass thickness (INCHES). STEPS EXAMPLE C = Constant (from chart). Aspect Ratio = Determine wind load (P$F) t. Wind load = 30 PSF. specified by architect. Long side (A) _ Short Side (8) 2. Calculate short side thickness 2. Short side and thickness ratio: 8 _ (10 x T) specified by architect: a. Short side (8) - 60 INCHE: GLASS THICKNESS (T) b Thickness (T) = 1/4 INCH (use 0.22 — see Glass Nomlhal Use For Tnlckness chart). inches Calculation Therefore: 1/8 0.12 5132 0.15 3. Enter Constant (C) chart at 3 Enter bottom of chart at short 3/16 0.18 1/4 0.22 4 short side thickness ratio side thickness ratio = 27. 5116 0.29 80xT). 3/8 0.36 7 G. Enter chart at wind load (PSF) d. Enter leh slap of than at winc V2 0.4 598 0.47 specified by architect and load - 30 PSF. 3/a 0.72 intersect short side thickness ratio line 5. Determine Constant (C) at 5. Constant (C) - 2.6 intersection. 100 s a a to is 21 2S 310 •o 50 too 6. Calculate aspect fatic: 6 Glass size specified by architc A o T A n T tc; Long side (A) _ Short side (8) a. Long side (A) s 120". so' ;i 10 b. Short side (8) • 60" o to so Therefore: so ) so A T 8 – 120" 60- = 2.0._ 40 . 0 • . . I 40x act Ratio 7 . Estimate center 7. D T : C AS p v ]0 3 deflection (0). D – 0.22 x2-5 2.0 = W ( , 1,1 INCHES u 10 I 2 TO ESTIMATE CENTER DEFLECTION (0) FOR PPO Uj LAMINATES AND TWINVOW UNITS STEPS ADJUSTMENT TO iI MONOLITHIC STEPS (ASO` 10 S e s ,o ,s 20 zs so .o so t Ao;ust wind loan (PSF) specitlec t. Multiply wind load (PSF) by 0 smoRT SIDE TMICK04ESS AAT10 Cy architect. - 00.T) 2 Follow steps above for enono- 'At any load level, the deflection of IithiC float glass us ng thickness AAIAICAI Fn HPAT (T) of one light in unit hG.-O? 199b 12: 56 904 560500 LORE L LTD GE 10 FIGUMAXIMUM ALLOWA�r ARE;F3A OR VERTICAL GLASS or Z O at _ 1 F � jam . — moi, m� ssI IN 10 20 30 40 60 60 100 360 200 W1nd Load Dalarminad from Seaton 7103.3.1 smd Tabh RM.3A inp U.* for vgrtkal GIs" Only Sttn4t0 8wtainp Cod•/+988 1982/1990 Ravi I10n{ �t i CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ` ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00033620 Date 8/02/06 Property Address . . . . . . 1905 W SEVILLA BLVD Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Contractor Owner LESTER DONOVAN HEATING & AIR 315 SIXTH AVENUE SOUTH JAX BEACH FL 32250 FL 32233 ATLANTIC BEACH (904) 241-3785 ----- ---- Permit • _ MECHANICAL PERMIT Additional desc . plan Check Fee .00 Permit Fee . . . . 55 . 00 0 Issue Date Valuation Expiration Date . . 1/29/07 Fee summary Charged Paid Credited -----55 . 00 . 00 Permit Fee Total 55 . 00 55 : 00 00 00 . 00 Plan Check Total • 00 . 00 Grand Total 55 . 00 55 . 00 . 00 PERNIIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. DONOVAN PAGE 01 08/02/2006 10:16 9042413745 ,- - ,�. CITY 4F ATLANTI4 ► , CAL ��••��=: :•-`- RSTCEIANI AppL�;?' � •ON��• . • :.;. Date: Add ess. �0 I' ' property Telephostc#: s ; Owner: Telephone#: C6*Mctor. Fe►a#. Contractor Address. Contractor 3ignatuns ;we t,«mr�'°sar1orO �ca�iit d, fx doioi bad WA eeoorde•o•.dth tltrrCity of N1•p�Beech 10 p��end wb1°1 •pwt on Is below dostie oq S. ii gtl to oRr siW Us a ding pmmit nwtbet: .. Tyro Hosting © •fie_Y Neu �CeaoR1 UtWtY F p Oil NATURR OF WORK _g ; �� ice; gpL►DtICAALL RQUIpM$Ni'TO HR l� D gesidenbalSpace CAir �:•��c�}i� ::;� ; Conditiodn& Roams Ser+ +:` :%•: O Dtut System: c c$a O Now8a0dtei dion • r :` ''1 O' Cooling Tower CePaoi ofBeads gepl.cemont of 8xi:$U49 Sprioiders:Numberniator (Number) 0'. man" t. •.. .: a;. a►�Pumps - (�rtumt>cr) ° °o ped iOtmfy b .nAQr ::-a um(Nber) 's Q'••''('adcs Eit"Ou or ICdd-m . •'r��,%;,.'' Q• :LPO Coatamera O to • ",; p': Unfired ptessure Vessel ciss POW ALL M ' �QDBNgOAjv •Y:%�' ASCONDMO ..Wombw L' mid r ' -�•:•�{' ��A� All �� •� i ..�. DwArOw y• :r, Uid NomisaCOPS" MenuLau� Ko. i. N d DieeemioN F Semtaole Road•�►W ntk Beach, Florida 3ZZ33.544S zs7,S8o0 • {904)Z4'f.S84S• �M^'��"^�W�i.#tUOtic-bes¢h.�.nsf.�:' �IrYAI'U� Pbone:{9" • Fu. c:' .. ;V