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332 7th St (vault) PERMIT WORKSHEET Certificate of Occupancyl 777:71 Job Address: _ Type Work: . 33X I Property Owner: Phone # Contractor: Phone # go 41 q Permit#: Date Issued: - 281 �Sr3-oy Building Inspections: Footing (p-1.0 L/ Slab Tie Beam Lintel Nailing / Sheathing 1-.24-o Framing / Cover Up %,?3.0 Insulation 10 - I - o Final Building -21 Tree Permit# YES NO Electrical Permit# Date / Copy to 11I O� Zg ZS JEA Temp, Pole Permit# Date / Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric G Released to JEA ; Gr Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# Inspections: Rough Final Plumbing Permit# Inspections: Rough / Underslab Uy Topout Water/ Sewer Final O Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing / Sheathing Final Fire Inspection: Failed Inspections: Date Paid: Date Paid: Con DN K `< � r D 00N)N M 0 6G) -2 CDD r- 0 O y -I n -1 O CD (D m =rN PL N a wo � v y O Cf) n �. D %< O a w a 0 N O CO N w ^ -& N -0)• O �. O p 00N Q O m CC" C V V O W ,rrZ X O0 = 0) CD 0) (n d = r = C N 7 C 13 Z v N O O `. 0 _0 Cl) •� n -u A � a � N _X p AN� OOD (fl w p NCA CD W � w O O C1 �t O O C)cr c D C N C:) (D m 00 Q m p W 0 o n� � O O X C O CT N N N 0 n N C v o � ,' D > > C y C �D M cn C o m O :3 N (� O v cD v � 0 � ai -{ (DCD C o0 -0 -u -0 Z O O tea D D D R O p n c o 2�� rn CY -9h, cv0 o.A L C cD w .. .. w n� =r ry w MOO n -n0. n n N O 3 -u _0 -u -uZ CL D D D D R O N r rrr C N rn 7 = 0 w rn V ' PAGE 1 Date : 03/08/2004 MANNING BUILDING SUPPLY LOG # : D0191 TRUSS DIVISION JOB # : ' JACKSONVILLE Salesman: SCOT BURNEY Pitch: 11-7/8/12 ! Customer: 58 BUILDERS, INC Job Name : AGREE RES Address : 697 BEACH AVENUE Address : ' ATLANTIC BEACH, FL ATL BCH Designer: KEN ------------------------------------ --- ---- ---------------------------------- Left Right Qty Span O.H. -O_H_- ---Description ** I-Joist ' s ** 27 36 Fl WI60 - 11 7/8" x 2 . 5" ** Rim Board 9 12 11 7/8" Fiber Strong @ 1 .2511 cc A�g ** Beams ** •7G _ 6 14 BM-1 GPLAM 11-7/8" 3 12 BM-2 GPLAM 11-7/8" 3 12 BM-3 GPLAM 11-7/8" ' 4 12 BM-4 GPLAM 11-7/8" 2 14 BM-5 GPLAM 11-7/8" 2 8 BM-6 GPLAM 11-7/811 16BM 9 GPLAM 11-7/8.. ---------------------- - --- ---- 0 - Trusses 0 - # of Hardware 27 - # of I-Joist ' 0 - Piggy' s ----0 Jacks -------- 22 - # of Beams 9 - # of Rim Board 0 - Total Trusses ! 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AGEE RES ATL BCH Mark# : F1 Usage : Joist (Floor) Repetitive : Yes Spacing (in.) : 16.0 Max Defl : LL= L/480 TL= L/360 Composite Action : Yes (*See Note#8) 3.5", 565 psi LJ 3.5", 565 psi U 3.5", 565 psi L 3.5", 565 psi 14'4 3/4" 8' 0" 12'4 3/4" ' LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf; Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0101, 34'9 1/2" 16"o.c. Base Uniform Load(Spacing Sensitive) ' *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. LOAD PATTERNS(*=span loaded) 1 2 3 1 * * * ' 2 3 4 SUPPORTS(Ibs) 1 2 3 4 Max R'n 453 1031 887 398 ' Max 100% 332 772 677 292 Min R'n 112 259 210 95 Min 100% -9 140 107 -11 DL R'n 121 259 210 106 ' Min Brg(in.) 1.75 3.50 3.50 1.75 Stiffener NO NO NO NO SUPPORTS(plfl 1 2 3 4 ' Max R'n 339 774 665 298 Max 100% 249 579 508 219 Min R'n 84 195 157 71 Min 100% -6 105 81 -8 DL R'n 91 195 157 79 ' Min Brg(in.) 1.75 3.50 3.50 1.75 Stiffener NO NO NO NO DESIGN Value Span X Group Allow LDF Ratio ' V(lbs) 605 1 14'3" 24 1420 100% 0.43 M(ft-lbs) 1396 1 6'4" 22 4638 100% 0.30 LtRn(lbs) 453 0 0101. 22 1371 100% 0.33 See Note#5 RtRn(lbs) 398 0 34-9" 22 1371 100% 0.29 See Note#5 IntRn(lbs) 1031 0 14'5" 24 2500 100% 0.41 See Note#5 LLDefl(in.) 0.09 1 7-2- 22 0.36 01826 TLDefl(in.) 0.13 1 7'2" 22 0.48 01351 LLDefl(in.) -0.02 2 4-0- 22 0.20 05368 TLDefl(in.) -0.02 2 4'0" 22 0.27 U4890 ' LLDefl(in.) 0.06 3 6'2" 22 0.31 U2515 TLDefl(in) 0.08 3 6-2- 22 0.41 01870 USE: WI 60 11.88"(CO 6" O.C. If meets/exceeds APA-11.88"PRI-601 Grade,Depth selected by User ' Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: ' 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. ' 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than a MANNING BUILDING SUPPLY Ken Parker 5 Mar 2004 11:07 am 11155 Phillips Parkway Dr E ,Jacksonville, FL. 32256- (904)268-8225 FASTBearnO Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version:4.0 Build:4.0.0.6 maximum reaction. Therefore,when reaction values are required, use Max Rn from 'Supports'section above. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Live defl'n exceeding L1480 not recommended(i.e. L1500 is OK). 9. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%./2, 100=D+100%+115V./2+133%, 110=D+Commercial Ld(100%) 11. Group=Load Combination Number+Load Pattern number.(For simple span Load pattern=1 for LL 0 for DL). MANNING BUILDING SUPPLY Ken Parker 8 Mar 2004 7:50 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeamO Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 4.0 Build: 4.0.0.6 Project : D0191.FBD 58 BLDRS. AGEE RES ATL BCH Mark# : BEAM 1 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No J 3.5", 565 psi L 3.5", 565 psi 13' 0" LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0101, 13'0" 160"s.c.-CRY F1 2 Span Carried(psf) 55 40 100% 0 0101, 13'0" TO"s.c.-CRY F1 3 Concentrated(lbs) 3152 2292 100% 0 13'0" CRY BEAM 9 4 Uniform(plf) 0 0 100% 0 010" 13'0" Uniform(plf) 16 0 0 0 13'0" Self Weight *Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) Max R'n 4213 7365 Max 100% 2990 5282 Min R'n 1223 2083 Min 100% 2990 5282 DL R'n 1332 2083 Min Brg(in.) 1.50 2.48 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 3477 1 11, 101, 21 11844 100% 0.29 M(ft-lbs) 13694 1 66" 21 30368 100% 0.45 LtRn(lbs) 4213 0 0101, 21 10382 100% 0.41 See Note#5 RtRn(lbs) 7365 0 13'0" 21 10382 100% 0.71 See Note#5 LLDefl(in.) 0.21 1 6'6" 21 0.43 L/731 TLDefl(in.) 0.30 1 6'6" 21 0.65 L/519 USE: GPLAM 2.0E 1.75x11.88" 3 Plies Grade, Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code, must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9.Nail plies together with 16d nails @ 12"o/c along top and bottom edges. Nail from alternate faces, 2"from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations:10=D, 20=D+100%, 30=D+115%,40=D+125%, 50=D+133%, 60=D+ 100%+ 115%, 70=D+ 100%+125% , 80=D+100%+ 133%, 90=D+100%+115%+133V./2, 100=D+100%+ 1155,./2+133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number. (For simple span, Load pattern-- 1 for LL, 0 for DL). __ ._ MANNING BUILDING SUPPLY Ken Parker 8 Mar 2004 7:54 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis©1996-2003 Georgia-Pacific Corporation _ Version: 4.0 Build: 4.0.0.6 Project : D0191.FBD 58 BLDRS. AGEE RES ATL BCH Mark# : BEAM 2. Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No J 3.5", 565 psi 3.5", 565 psi 13'0" LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf,- Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0101, 13'0" 160"s.c.-CRY F1 2 Span Carried(psf) 55 40 100% 0 0101, 13'0" 8'0"s.c.-CRY F1 3 Concentrated(lbs) 3852 2801 100% 0 0101. CRY BEAM 10 Uniform(plf) 16 0 0 0 13'0" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 8065 4213 Max 100% 5791 2990 Min R'n 2274 1223 Min 100% 5791 2990 DL R'n 2274 1332 Min Brg(in.) 2.72 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 ' DESIGN Value Span X Group Allow LDF Ratio V(lbs) 3477 1 11, 101, 21 11844 100% 0.29 M(ft-lbs) 13694 1 66" 21 30368 100% 0.45 LtRn(lbs) 8065 0 0101, 21 10382 100% 0.78 See Note#5 RtRn(lbs) 4213 0 13'0" 21 10382 100% 0.41 See Note#5 LLDefl(in.) 0.21 1 66" 21 0.43 U731 TLDefI(in.) 0.30 1 66" 21 0.65 U519 USE: GPLAM 2.0E 1.75x11.88" 3 Plies Grade, Depth selected by User G-P LAM tm Georgia-Pacific Corp. ' NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression ' edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9. Nail plies together with 16d nails @ 12"o/c along top and bottom edges. Nail from alternate faces, 2"from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: 10=D, 20=D+100%,30=D+115%, 40=D+125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+ 100%+115%+133V./2, 100=D+100%+115°1✓2+133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL, 0 for DL. 1 MANNING BUILDING SUPPLY Ken Parker 8 Mar 2004 7:43 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering An_aIy_sis_©1996-2003 Georgia-Pacific Corporation _Version: 4.0 Build: 4.0.0.6 Project : D0191.FBD 58 BLDRS. AGEE RES ATL BCH �. Mark# : BEAM 3 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No 3.5", 565 psi J, 3.5", 565 psi • --- 12' 0" LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf,- Live+Dead Ld(T) Live Ld(L) LDF Location* " # Shape @Start @End @Start@End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 010.1 12'0" 15'0"s.c.-CRY F1 2 Span Carried(psf) 55 40 100% 0 0101, 12'0" 8'0"s.c.-CRY F1 3 Concentrated(lbs) 4699 3417 100% 0 1'6" CRY BEAM 8 Uniform(plf) 16 0 0 0 12'0" Self Weight `Dimensions measured from left end when span#is 0,otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 8001 4477 Max 100% 5750 3187 Min R'n 2251 1290 Min 100% 5750 3187 DL R'n 2251 1290 Min Brg(in.) 2.70 1.51 [Based on bearing stress below] Brq Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 7265 1 1'2" 21 11844 100% 0.61 M(ft-lbs) 15449 1 63" 21 30368 100% 0.51 LtRn(lbs) 8001 0 0101, 21 10382 100% 0.77 See Note#5 RtRn(lbs) 4477 0 12'0" 21 10382 100% 0.43 See Note#5 LLDefl(in.) 0.21 1 6'0" 21 0.40 L/675 TLDefl(in.) 0.30 1 6'0" 21 0.60 L/482 USE: GPLAM 2.0E 1.75x11.88" 3 Plies Grade selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9. Nail plies together with 16d nails @ 12"o/c along top and bottom edges. Nail from alternate faces, 2"from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: 10=D, 20=D+100%,30=D+115%, 40=D+ 125%, 50=D+133%, 60=D+ 100% + 115%, 70=D+100%+125% .. , 80=D+100%+ 133%, 90=D+100%+115%+ 133°x./2, 100=D+ 100%+115V./2+133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number.(For simple span, Load pattern=1 for LL, 0 for DL). MANNING BUILDING SUPPLY Ken Parker 5 Mar 2004 11:03 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeamO Engineering Analysis ©1996-2003 Georgia-Pacific Corporation Version: 4.0 Build: 4.0.0.6 Project : D0191.FBD 58 BLDRS. AGEE RES ATL BCH Mark# : BEAM 4 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No 3.5", 565 psi JI 3.5", 565 psi 12' 0" LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0101, 12'0" 14'0"s.c.-CRY F1 2 Span Carried(psf) 55 40 100% 0 0101, 12'0" 8'0"s.c.-CRY F1 Uniform(plf) 11 0 0 0 12'0" Self Weight 'Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 3695 3695 Max 100% 2640 2640 Min R'n 1055 1055 Min 100% 2640 2640 DL R'n 1055 1055 Min Brg(in.) 1.87 1.87 [Based on bearing stress below] Brg Str(psi) 565 565_ DESIGN Value Span X Group Allow LDF Ratio V(lbs) 2996 1 10, 101, 21 7896 100% 0.38 M(ft-lbs) 11085 1 60" 21 20246 100% 0.55 LtRn(lbs) 3695 0 0101, 21 6921 100% 0.53 See Note#5 RtRn(lbs) 3695 0 12'0" 21 6921 100% 0.53 See Note#5 LLDefl(in.) 0.23 1 60" 21 0.40 L/639 TLDefl(in.) 0.32 1 60" 21 0.60 L/457 USE: GPLAM 2.0E 1.75x11.88" 2 Plies Grade selected by User G-P LAM tm Georgia-Pacific Corp. NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code, must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9. Nail plies together with 16d nails @ 12"o/c along top and bottom edges. Nail from alternate faces, 2"from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: 10=D, 20=D+100%, 30=D+115%, 40=D+ 125%, 50=D+133%, 60=D+100% +115%, 70=D+ 100%+125% 80=D+100%+133%, 90=D+ 100%+115%+ 133%12, 100=D+ 100%+115%/2+133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number.(For simple span, Load attern= 1 for MANNING BUILDING SUPPLY Ken Parker 5 Mar 2004 11:04 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering nalysis©1996-2003 Georgia-Pacific Corporation_______ Version: 4.0 Build: 4.0.0.6 Project : D0191.FBD 58 BLDRS. AGEE RES ATL BCH Mark# : BEAM 5 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No 3.5", 565 psi 'L] 3.5", 565 psi 13'0" ' LOADS Project Design Loads:Floor Live=40 psf,Dead=15 psf,- Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start@End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 010.. 13-0" 160"s.c.-CRY F4 Uniform(plf) 11 0 0 0 13'0" Self Weight 'Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 ' Max R'n 2748 2748 Max 100% 1950 1950 Min R'n 798 798 Min 100% 1950 1950 DL R'n 798 798 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 2268 1 0'2" 21 7896 100% 0.29 M(ft-lbs) 8932 1 66" 21 20246 100% 0.44 LtRn(lbs) 2748 0 0101, 21 6921 100% 0.40 See Note#5 RtRn(Ibs) 2748 0 13'0" 21 6921 100% 0.40 See Note#5 LLDefl(in.) 0.21 1 66" 21 0.43 L/748 TLDefl(in.) 0.29 1 66" 21 0.65 L/530 USE: GPLAM 2.0E 1.75x11.88" 2 Plies Grade, Depth, Plies selected by user G-P LAM tm Georgia-Pacific Corp. NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9. Nail plies together with 16d nails @ 12"o/c along top and bottom edges. Nail from alternate faces, 2"from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: 10=D, 20=D+100%,30=D+115%, 40=D+ 125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+125% , 80=D+100%+ 133%, 90=D+100%+115%+133Y./2, 100=D+100%+115%/2+ 133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL, 0 for DL). MANNING BUILDING SUPPLY Ken Parker 5 Mar 2004 11:05 am 11 155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis ©1996-2003 Georgia-Pacific Corporation Version: 4.0 Build: 4.0.0.6 Project : D0191.FBD 58 BLDRS. AGEE RES ATL BCH Mark# : BEAM 6 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No 3.5", 565 psi 3.5", 565 psi 8'0" LOADS Project Design Loads:Floor. Live=40 psf, Dead=15 psf,- Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0101, 8'0" 15'0"s.c.-CRY F4 ' Uniform(plf) 11 0 0 0 8'0" Self Weight `Dimensions measured from leftend when span#is 0,otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 1691 1691 Max 100% 1200 1200 Min R'n 491 491 Min 100% 1200 1200 DL R'n 491 491 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 1211 1 7' 10" 21 7896 100% 0.15 M(ft-lbs) 3383 1 4'0" 21 20246 100% 0.17 LtRn(lbs) 1691 0 0101, 21 6921 100% 0.24 See Note#5 RtRn(lbs) 1691 0 8101, 21 6921 100% 0.24 See Note#5 ' LLDefl(in.) 0.03 1 4'0" 21 0.27 L/2829 TLDefl(in.) 0.05 1 4'0" 21 0.40 L/2007 USE: GPLAM 2.0E 1.75x11.88" 2 Plies Grade, Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : ' 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code, must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9.Nail plies together with 16d nails @ 12"o/c along top and bottom edges. Nail from alternate faces, 2"from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: 10=D, 20=D+100%,30=D+115%, 40=D+ 125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+1255/0 , 80=D+ 100%+133%, 90=D+100%+ 115%+133V./2, 100=D+100%+ 115%/2+ 133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number.(For simple span Load pattern= 1 for LL 0 for DL). MANNING BUILDING SUPPLY Ken Parker 5 Mar 2004 11:05 am 11 155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 4.0 Build: 4.0.0.6 Project : D0191.FBD 58 BLDRS. AGEE RES ATL BCH Mark# : BEAM 7 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No ' 3.5", 565 psi 3.5", 565 psi 150" — -- LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf, Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carned(psf) 55 40 100% 0 010 15'0" 15'0"s.c.-CRY F4 Uniform(plf) 11 0 0 0 15'0" Self Weight 'Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 3171 3171 Max 100% 2250 2250 Min R'n 921 921 Min 100% 2250 2250 DL R'n 921 921 Min Brg(in.) 1.60 1.60 [Based on bearing stress below) Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 2691 1 13' 10" 21 7896 100% 0.34 M(ft-lbs) 11892 1 T6" 21 20246 100% 0.59 LtRn(lbs) 3171 0 0101, 21 6921 100% 0.46 See Note#5 RtRn(lbs) 3171 0 15'0" 21 6921 100% 0.46 See Note#5 LLDefl(in.) 0.36 1 7-6" 21 0.50 U497 TLDefl(in.) 0.51 1 7'6" 21 0.75 U352 USE: GPLAM 2.0E 1.75x11.88" 2 Plies Grade selected by User G-P LAM tm Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9.Nail plies together with 16d nails @ 12"o/c along top and bottom edges. Nail from alternate faces, 2"from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations: 10=D, 20=D+ 100%,30=D+ 115%,40=D+ 125%, 50=D+133%, 60=D+ 100%+115%, 70=D+100%+125% , 80=D+ 100%+133%, 90=D+100%+ 115%+ 133V./2, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number.(For sim /P a span,Load pattern= 1 for LL, 0 for DL)._ PAGE 1 Date : 03/08/2004 MANNING BUILDING SUPPLY LOG # : D0191A TRUSS DIVISION JOB # : JACKSONVILLE Salesman: SCOT BURNEY Pitch: 1611/12 tCustomer: 58 BUILDERS, INC Job Name : AGREE RES Address : 697 BEACH AVENUE Address : ATLANTIC BEACH, FL ATL BCH Designer: KEN ---------------- ------------ ------ ------------------------------------------- Lef � Right Qty Span I O.H. O.H. Description ---------------------- ------ --------- ---------------------------------------- ** I-Joist ' s ** 15 8 F8, 9, 10 WI60 - 16" x 2 . 5" ** I-Joist ' s ** 19 16 F4 W0160 - 1611 x 2 . 5" RAISED ' 18 16 F5, 6 W0160 - 1611 x 2 . 511 18 14 F11, 12 W0160 - 16" x 2 . 5" SEALS ** Rim Board ** 14 12 16" Fiber Strong @ 1 . 25" ** Beams ** 2 16 BM-8 GPLAM 16" 2 14 BM-9 GPLAM 16" 2 14 BM-10 GPLAM 16" 2 14 BM-11 GPLAM 16" 2 7 BM-12 GPLAM 16" 2 16 BM-13 GPLAM 16" t ** Hardware Floor ** 53 MIT316 Top Mt 1611/60 ---------------------------- ------------------------------------------------- 0 - Trusses 53 - # of Hardware 70 - # of I-Joist 0 - Piggy' s 0 - Jacks 12 - # of Beams 14 - # of Rim Board --------------------- 0 - Total Trusses �v o CD 0� w o Ln CO LU Cl.-c J U) O W Z OC7 u LL U U co O -- U)Z co x W 0= W ZU)=1Z U) D O D F— U W U)LLJ E C Z O LL F— w a_ = O O Q LL❑J(n3 cr0Z--OU) W Lil N m 002JU) F—U) CD=J D J U)CO (Z 0_ z OUZLIJS F N = W 1r��°7wr •- LL1 O c� Ln U �L O U)J3CDM F 1 .. m F—M J—LLI 0=(D m ❑ 1 C0 (7) 0-1 O J3U2Z LI H 1 W _I W U❑0= ZUH ❑ J F— LLI (n o r LLI G-- m O O f— z F—>)-Woo— > > 0 33 0 0 L7 00LL(n�o=� 0 0 a_1roU a- a- J mCnucn OcLWD'UOZ D. 0_ W 00>F—mz" CE o ❑ co CD O O O W J J U U � ..OT.hT -{-- ..L.9—}-- ..L.ET -� Ei W639 ZT 41638 TT W838 LL co ' 021609WI6 08808WI8 OTA N ZT� o ¢ o. o m m Q7 p p 0 9� 3o N m t= K_ o j N 1 1 TTS U) t!7 m m 086o9WI8 U U 9.h T .8---�--- ..9.Z T—� 1 \ � i ;� \ \\ i\ r 1 1 i 1 1 1 1 C _ _ _ \ t � \ ' � s � ��,� c � � i �,� ` ��; , � , t � 1 �� /; 1 "u�; ; �; 1 � ` ��'', � "� � ' ' /; 1 � �\ � � � � ' � t \, i %� , " �\� �\ , � l�t- � i ,' \ \ � � / � �� / \ C � ��/ �C,/ ' � ; � � i / / i �. 1 i/ ,%� 1 i ; '- �" i � ; � , 1 1 � � 1 1 1 - MANNING BUILDING SUPPLY Ken Parker 8 Mar 2004 7:37 am " 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis©1996-2.0.03_Georgia-Pa_cific Corporation Version: 4.0 Build: 4.0.0.6 Project : D0191A.FBD 58 BLDRS. ATL BCH Mark# : F4 JOIST Usage : Joist (Floor) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = L/480 TL = L/360 Composite Action : Yes (*See Note #8) O O O " 3.5", 565 psi 3.5", 565 psi 1150" LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 psf,, Live+Dead Ld(T) Live Ld(L) LDF Location* + # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0101, 15'0" 24"o.c. Base Uniform Load(Spacing Sensitive) *Dimensions measured from left end when span#is 0,otherwise, from left end of the specified span. HOLES Type Span Loc'n* Width V(Ibs) LDF C.Face V allowed +M(ft-lbs) -M(ft-lbs) Additional Information 1 Circle 0 4'0 3/4" 11 3/4" 466 100% Left 667 2 Obround 0 T3 1/4" 16" 215 100% Left 533 Diameter=11 3/4" 3 Circle 0 10'5 3/4" 11 3/4" 425 100% Right 667 *Distance to center of hole, measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 825 825 Max 100% 600 600 Min R'n 225 225 Min 100% 600 600 DL R'n 225 225 Min Brg(in.) 1.75 1.75 Stiffener NO NO SUPPORTS(plO 1 2 Max R'n 412 412 Max 100% 300 300 Min R'n 112 112 Min 100% 300 300 DL R'n 112 112 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 809 1 14' 10" 21 2000 100% 0.40 M(ft-lbs) 3094 1 7'6" 21 6720 100% 0.46 LtRn(lbs) 825 0 0101, 21 1854 100% 0.44 See Note#5 RtRn(lbs) 825 0 15'0" 21 1854 100% 0.44 See Note#5 LLDefl(in.) 0.12 1 T6" 21 0.38 L/1531 TLDefl(in.) 0.16 1 7'6" 21 0.50 L/1114 USE: WOI 60 16.00" (a-)24" O.C. Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. WOI length to order: 16' 0" Cut: 0' 0"from left & 0' 8 1/2"from right [Cutoffs may be reused only with valid FASTBeam analysis] NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. MANNING BUILDING SUPPLY Ken Parker 8 Mar 2004 7:37 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 4.0 Build: 4.0.0.6 8.Live defl'n exceeding L1480 not recommended(i.e.L1500 is OK). 9. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10. Load Combinations:10=D, 20=D+100%,30=D+115%,40=D+125%, 50=D+133%,60=D+ 100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%/2, 100=D+100%+1155/./2+133%, 110=D+Commercial Ld(100%) 11. Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). 1 MANNING BUILDING SUPPLY Ken Parker 8 Mar 2004 7:36 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®En ineerin,gAnalysis©1996-2003 Geor ig a-Pacific Corporation Version: 4.0 Build: 4.0.0.6 Project : D0191A.FBD 58 BLDRS. ATL BCH Mark# : F5 JOIST Usage : Joist (Floor) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = L/480 TL = L/360 Composite Action : Yes (*See Note #8) r O O O 3.5", 565 psi 13.6',565 psi 14' 3" LOADS Project Design Loads:Floor Live=40 psf, Dead=15 psf; Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0101, 14'3" 24"o.c. Base Uniform Load(Spacing Sensitive) *Dimensions measured from left end when span#is 0 otherwise, from left end of the specified span. HOLES Type Span Loc'n* Width V(Ibs) LDF C.Face V allowed +M(ft-lbs) -M(ft-lbs) Additional Information 1 Circle 0 4'0 3/4" 11 3/4" 427 100% Left 667 ' 2 Obround 0 T3 1/4" 16" 201 100% Right 533 Diameter=11 3/4" 3 Circle 0 10'5 3/4" 11 3/4" 453 100% Right 667 *Distance to center of hole, measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 784 784 Max 100% 570 570 Min R'n 214 214 Min 100% 570 570 ' DL R'n 214 214 Min Brg(in.) 1.75 1.75 Stiffener NO NO SUPPORTS(plo 1 2 Max R'n 392 392 Max 100% 285 285 Min R'n 107 107 Min 100% 285 285 DL R'n 107 107 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 768 1 14- 1" 21 2000 100% 0.38 M(ft-lbs) 2792 1 7-2" 21 6720 100% 0.42 LtRn(lbs) 784 0 0101, 21 1854 100% 0.42 See Note#5 RtRn(lbs) 784 0 14'3" 21 1854 100% 0.42 See Note#5 LLDefl(in.) 0.10 1 TZ' 21 0.36 L/1744 TLDefl(in.) 0.13 1 7'2" 21 0.47 L/1269 USE: WOI 60 16.00" 0)24" o.c. Grade, Depth selected by User y, Wood I Beam is a trademark of Georgia-Pacific Corp. WOI length to order: 16' 0" Cut: 0' 0"from left & 1' 5 1/2" from right [Cutoffs may be reused only with valid FASTBeam analysis] NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed rfor commercial uses. MANNING BUILDING SUPPLY Ken Parker 8 Mar 2004 7:36 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 4.0 Build:4.0.0.6 8.Live defl'n exceeding 0480 not recommended(i.e.0500 is OK). 9.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.Load Combinations: 10=D, 20=D+100%,30=D+115%,40=D+125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%/2, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 11. Group=Load Combination Number+Load Pattern number.(For simple span Load pattern=1 for LL 0 for DL). E E MANNING BUILDING SUPPLY Ken Parker 8 Mar 2004 7:38 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis©1996-2003 Georgia-Pacific Corporation _ Version: 4.0 Build: 4.0.0.6 Project : D0191A.FBD 58 BLDRS. ATL BCH ,. Mark# : F11,12 JOIST Usage : Joist (Floor) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = L/480 TL = L/360 Composite Action : Yes (*See Note #8) ---------- O C=)--2— O 3.5", 565 psi 3.5", 565 psi 12' 6" LOADS Project Design Loads:Floor Live=40 psf, Dead=15 psf, Live+Dead Ld(T) Live Ld(L) LDF Location* W # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0101, 12'6" 24"o.c. Base Uniform Load(Spacing Sensitive) *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. HOLES Type Span Loc'n* Width V(Ibs) LDF C.Face V allowed +M(ft-lbs) -M(ft-lbs) Additional Information 1 Circle 0 4'0 3/4" 11 3/4" 335 100% Left 667 2 Obround 0 T3 1/4" 16" 252 100% Right 533 Diameter= 11 3/4" 3 Circle 0 10'5 3/4" 11 3/4" 527 100% Right 667 *Distance to center of hole, measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 688 688 Max 100% 500 500 Min R'n 188 188 Min 100% 500 500 ' DL R'n 188 188 Min Brg(in.) 1.75 1.75 Stiffener NO NO SUPPORTS(plo ' 1 2 Max R'n 344 344 Max 100% 250 250 Min R'n 94 94 Min 100% 250 250 DL R'n 94 94 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 671 1 12'4" 21 2000 100% 0.34 M(ft-lbs) 2148 1 6'3" 21 6720 100% 0.32 LtRn(Ibs) 688 0 0101, 21 1854 100% 0.37 See Note#5 RtRn(lbs) 688 0 12'6" 21 1854 100% 0.37 See Note#5 LLDefl(in.) 0.06 1 6'3" 21 0.31 L/2412 TLDefl(in.) 0.09 1 6'3" 21 0.42 L/1754 ' USE: WOI 60 16.00" (@24" o.c. Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. WOI length to order: 14' 0" Cut: 0' 0"from left& 1' 2 1/2"from right [Cutoffs may be reused only with valid FASTBeam analysis] NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. MANNING BUILDING SUPPLY Ken Parker 8 Mar 2004 7:38 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 4.0 Build: 4.0.0.6 8.Live defl'n exceeding 0480 not recommended(i.e.0500 is OK). 9. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.Load Combinations: 10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133Y.12, 100=D+100%+115Yo12+133%, 110=D+Commercial Ld(100%) ' 11. Group=Load Combination Number+Load Pattern number.(For simple span Load pattern=1 for LL 0 for DL). MANNING BUILDING SUPPLY Ken Parker 8 Mar 2004 7:30 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBe_am@ Encg neenn�Analris©_1_996-2.003 Georgia=Pacific CCororation_ _ Version: 4.0 Build: 4_.0.0.6 Project D0191A.FBD 58 BLDRS. ATL BCH Mark# : BEAM 8 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No L 3.5", 565 psi 3.5", 565 psi I 15' 0" LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf,- Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 010.1 15'0" 14'3"s.c.-CTY F5 2 Span Carried(psf) 55 40 100% 0 0101, 15'0" 8'0"s.c.-CRY F8 Uniform(plf) 15 0 0 0 15'0" Self Weight *Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 4699 4699 Max 100% 3338 3338 Min R'n 1362 1362 Min 100% 3338 3338 DL R'n 1362 1362 Min Brg(in.) 2.38 2.38 [Based on bearing stress below] �@ Brg Str si 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 3773 1 14' 10" 21 10640 100% 0.35 M(ft-lbs) 17623 1 7'6" 21 35556 100% 0.50 LtRn(lbs) 4699 0 010" 21 6921 100% 0.68 See Note#5 RtRn(lbs) 4699 0 160" 21 6921 100% 0.68 See Note#5 LLDefl(in.) 0.23 1 7'6" 21 0.50 U779 TLDefl(in.) 0.33 1 7'6" 21 0.75 U554 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code, must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9. Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center. Nail from alternate faces, 2"from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations: 10=D, 20=D+100%, 30=D+ 115%, 40=D+ 125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+125% , 80=D+100%+ 133%, 90=D+ 100%+115%+13351./2, 100=D+100%+ 115 ./2+133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number. For simple span Load pattern= 1 for LL 0 for DL). MANNING BUILDING SUPPLY Ken Parker 8 Mar 2004 7:31 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 4.0 Build: 4.0.0.6___ _ Project : D0191A.FBD 58 BLDRS. ATL BCH �•• Mark# : BEAM 9 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No 3.5", 565 psi L 3.5", 565 psi -- — 13' 0" { LOADS Project Design Loads:Floor. Live=40 psf, Dead=15 psf; Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start@End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0'0" 13'0" 13'0"s.c.-CRY F11 2 Span Carried(psf) 55 40 100% 0 0101, 13'0" 8'0"s.c.-CRY F8 Uniform(plf) 15 0 0 0 13'0" Self Weight 'Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 3852 3852 Max 100% 2730 2730 Min R'n 1122 1122 Min 100% 2730 2730 DL R'n 1122 1122 Min Brg(in.) 1.95 1.95 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 2975 1 0'2" 21 10640 100% 0.28 M(ft-lbs) 12518 1 6'6" 21 35556 100% 0.35 LtRn(lbs) 3852 0 0101, 21 6921 100% 0.56 See Note#5 RtRn(lbs) 3852 0 13'0" 21 6921 100% 0.56 See Note#5 LLDefl(in.) 0.13 1 6'6" 21 0.43 U1225 TLDefl(in.) 0.18 1 6'6" 21 0.65 U868 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth selected by User G-P LAM tm Georgia-Pacific Corp. ' NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material;support material capacity shall be verified(by others). ' 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code, must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9. Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center. Nail from alternate faces, 2 from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. ' 11. Load Combinations: 10=D, 20=D+100%, 30=D+115%, 40=D+125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+125% , 80=D+100%+133%, 90=D+ 100%+115%+13301./2, 100=D+ 100%+ 115%/2+ 133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number. For simple span, Load pattern= 1 for LL 0 for DL). MANNING BUILDING SUPPLY Ken Parker 8 Mar 2004 7:32 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ EngineeringAnal siy s ©1996-2003 Georgia-Pacific Corporation_ Version: 4.0 Build: 4.0.0.6 ' Project : D0191A.FBD 58 BLDRS. ATL BCH Mark# : BEAM 10 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No 6 `J 3.5", 565 psi L 3.5", 565 psi 13' 0" LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf,- Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0101, 13'0" 13'0"s.c.-CRY F11 2 Span Carried(psf) 55 40 100% 0 010" 13'0" 8'0"s.c.-CRY F8 Uniform(plf) 15 0 0 0 13'0" Self Weight 'Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 3852 3852 Max 100% 2730 2730 Min R'n 1122 1122 Min 100% 2730 2730 DL R'n 1122 1122 Min Brg(in.) 1.95 1.95 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 2975 1 0'2" 21 10640 100% 0.28 M(ft-lbs) 12518 1 6'6" 21 35556 100% 0.35 LtRn(lbs) 3852 0 0101, 21 6921 100% 0.56 See Note#5 RtRn(lbs) 3852 0 13'0" 21 6921 100% 0.56 See Note#5 LLDefl(in.) 0.13 1 6'6" 21 0.43 U1225 TLDefl(in.) 0.18 1 6'6" 21 0.65 U868 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth selected by User „, G-P LAM tm Georgia-Pacific Corp. NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'S upp orts'section above. 6. Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9. Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center. Nail from alternate faces, 2"from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. P 11. Load Combinations: 10=D, 20=D+100%, 30=D+ 115%, 40=D+125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+125% 80=D+100%+ 133%, 90=D+100%+ 115%+133%12, 100=D+100%+115%12+133%, 110=D+Commercial Ld(100%) 12._Group=Load Combination Number+Load Pattern number.(For sim le span, Load pattern= 1 for LL, 0 for DL). o.. L. MANNING BUILDING SUPPLY Ken Parker 8 Mar 2004 7:33 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2003 Georclia-Pacific Corporation Version: 4.0 Build: 4.0.0.6 Project : D0191A.FBD 58 BLDRS. ATL BCH Mark# : BEAM 11 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No 3.5", 565 psi _ 3.5", 565 psi 13' 7" LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf, Roof. Live=30 psf, Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location` # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0101, 13'7" 150"s.c.-CRY F4 2 Uniform(plf) 110 0 100% 0 010" 13'7" WALL 3 Span Carried(psf) 42 30 125% 0 0101, 13'7" TO"s.c. (Slope:5.0/12) -CRY 7'E/J Uniform(plf) 15 0 0 0 13'7" Self Weight 'Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 4666 4666 Max 100% 2037 2037 Max 125% 713 713 Min R'n 1916 1916 Min 100% 2037 2037 Min 125% 713 713 DL R'n 1916 1916 Min Brg(in.) 2.36 2.36 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 3092 1 12' 1" 21 10640 100% 0.29 M(ft-lbs) 13425 1 69" 21 35556 100% 0.38 LtRn(lbs) 4666 0 0101, 71 6921 100% 0.67 See Note#5 RtRn(lbs) 4666 0 13-7" 71 6921 100% 0.67 See Note#5 LLDefl(in.) 0.14 1 69" 71 0.45 L/1126 TLDefl(in.) 0.25 1 69" 71 0.68 L/664 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code, must be performed for commercial uses. ( 8. Verify that load is applied at top or equally from both sides. I�r 9. Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center. Nail from alternate faces, 2"from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: 10=D, 20=D+ 100%, 30=D+ 115%,40=D+125%, 50=D+133%, 60=D+100% +115%, 70=D+100%+125% 80=D+100%+133%, 90=D+100%+115%+ 133%/2, 100=D+100%+ 1155/./2+133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number. (For simple span, Load pattern= 1 for LL 0 for DL). MANNING BUILDING SUPPLY Ken Parker 8 Mar 2004 7:34 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ En ineeringAnafysis_©1996-2003 Georgia-Pacific Corporation Version: 4.0 Build: 4.0.0.6 Project : D0191A.FBD 58 BLDRS. ATL BCH Mark# : BEAM 12 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L1240 Composite Action : No ' 3.5", 565 psi 3.5", 565 psi I � 7' 0" LOADS Project Design Loads:Floor. Live=40 psf, Dead=15 psf,-Roof:Live=30 psf, Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0'0" 7'0" 15'0"s.c.-CRY F4 2 Uniform(plf) 110 0 100% 0 010" 7'0" WALL 3 Span Carried(psf) 42 30 125% 0 0101, 7'0" TO"s.c. (Slope:5.0/12) -CRY 7'E/J Uniform(plf) 15 0 0 0 7'0" Self Weight 'Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 2405 2405 Max 100% 1050 1050 Max 125% 368 368 Min R'n 987 987 Min 100% 1050 1050 Min 125% 368 368 DL R'n 987 987 ' Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio ' V(lbs) 1176 1 6' 10" 21 10640 100% 0.11 M(ft-lbs) 3565 1 3'6" 21 35556 100% 0.10 LtRn(lbs) 2405 0 0101, 71 6921 100% 0.35 See Note#5 RtRn(lbs) 2405 0 7'0" 71 6921 100% 0.35 See Note#5 LLDefl(in.) 0.01 1 3'6" 71 0.23 L/6068 TLDefl(in) 0.02 1 3'6" 71 0.35 L/3577 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth selected by User ' G-P LAM tm Georgia-Pacific Corp. NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. ' 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. ' 8. Verify that load is applied at top or equally from both sides. 9. Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center. Nail from alternate faces, 2"from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: 10=D, 20=D+100%,30=D+115%,40=D+125%, 50=D+133%, 60=D+ 100%+115%, 70=D+100%+125% ' 80=D+100%+133%, 90=D+100%+115%+133%12, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number. (For simple span Load pattern= 1 for LL 0 for DL). MANNING BUILDING SUPPLY Ken Parker 8 Mar 2004 7:35 am • 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 4.0 Build: 4.0.0.6 Project : D0191A.FBD 58 BLDRS. ATL BCH �. Mark# : BEAM 13 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No L3.5", 565 psi 3.5", 565 psi - 15'0" LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf,-Roof:Live=30 psf, Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0101, 15'0" 150"s.c.-CRY F4 2 Uniform(plf) 110 0 100% 0 0'0" 15'0" CRY WALL 3 Span Carried(psf) 42 30 125% 0 0101, 15'0" 7'0"s.c. (Slope:5.0/12) -CRY 7'E/J Uniform(plf) 15 0 0 0 15'0" Self Weight `Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. L SUPPORTS(lbs) 1 2 Max R'n 5153 5153 Max 100% 2250 2250 Max 125% 788 788 Min R'n 2116 2116 Min 100% 2250 2250 Min 125% 788 788 DL R'n 2116 2116 Min Brg(in.) 2.61 2.61 [Based on bearing stress below] Brq Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 3505 1 13'6" 21 10640 100% 0.33 M(ft-lbs) 16371 1 7'6" 21 35556 100% 0.46 LtRn(lbs) 5153 0 0.01. 71 6921 100% 0.74 See Note#5 RtRn(lbs) 5153 0 15'0" 71 6921 100% 0.74 See Note#5 LLDefl(in.) 0.21 1 7'6" 71 0.50 L/856 TLDefl(in.) 0.36 1 7'6" 71 0.75 L/505 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth selected by User ' G-P LAM tm Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. ' 8. Verify that load is applied at top or equally from both sides. 9. Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center. Nail from alternate faces, 2"from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: 10=D, 20=D+100%, 30=D+ 115%,40=D+ 125%, 50=D+133%, 60=D+ 100%+115%, 70=D+100%+125% 80=D+100%+133%, 90=D+100%+115%+13351✓2, 100=D+100%+ 115%•/2+133%, 110=D+Commercial Ld(100%) f 12. Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern= 1 for LL, 0 for DL). L k PRODUCTS HARDWARE SCHEDULE 7/9/03 2003 REACTIONS PLATE TRUSSES or Code FMAK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES A IHUS26 47 2565 3205 1550 (14)16d (6)16d TRUSS B HUS28 47 3585 3700 2000 (22)16d (8)16d TRUSS C HGUS28-2 103 6805 7925 3220 1 (36)16d (12)16d TRUSS 2 Ply Truss D HGUS28-3 103 6805 7925 3220 (36)16d (12)16d TRUSS 3 Ply Truss E SUL/R.26 63 800 1000 765 (6)16d (6)10dx1.5 TRUSS Skewed 45' F SUL/R 210 631 1330 1660 1250 (10)16d (10)10dx1.5 TRUSS Skewed 45' G LSSU210 60 1110 1390 875 (10)10d (7)10dx1.5 TRUSS Sloped-varies G LSSU210 60 995 1145 785 (9)10d (7)10dx1.5 TRUSS Skewed-varies H THJA26 110 2680 3265 960 (20)16d (6)HJ(4)EJ 10dx1.5 TRUSS Hip Jack&End Jack I THA422 62 3630 4145 1550 (22)16d (6)16d SYS 42 J THAC422 62 3630 4145 1550 (22)16d (6)16d SYS 42 Inverted Flange K THA422 L/R 62 1416 1675 310 (16)10d (3)10dx1.5 SYS 42 Skewed 45' L SULIR 410 63 1860 2330 1275 (14)16d (6)16d SYS 42 Skewed 45' M ILSSU410 60 2430 3035 1150 (18)16d (12)10dx1.5 SYS 42 Sloped-varies M ILSSU410 60 1625 1625 1150 (14)16d (12)10dx1.5 SYS 42 Skewed-varies N IUT312 69 1110 1390 245 (10)16d 2)10dx1.5 I-JOIST Face Mount 2.5" O HU312-2 70 2145 2680 1085 (16)16d (6)10d I-JOIST 2 Ply Face Mount P IUT412 70 1110 1390 255 (10)10d (2)10dx1.5 I-JOIST Face Mount 3.5" 0 MIT316 83 2400 - - (6)16d 2)10dx1.5 I-JOIST Top Mount 2.5" R SUL/R 310 63 1860 2330 765 14)16d (6)10dx1.5 I-JOIST Skewed 45' S SUUR 314 63 2395 2500 1 1150 (18)16d 8)10dx1.5 I-JOIST Skewed 45' T LSSUH310 60 2295 2295 1150 18 16d 12 10dx1.5 I-JOIST Sloped-varies T LSSUH310 60 1600 1600 1150 (14)16d (12)10dx1.5 I-JOIST Skewed-varies U HU11 71 2950 3685 865 (22)16d (6)10dx1.5 1 PLY LVL Min. Load U jHU11 71 4020 4405 1440 30)16d (1010dx1.5 1 PLY LVL Max. Load V IHGUS48 103 6805 7925 3220 36)16d (12)16d 2 PLY LVL W HGUS412 103 9155 9155 4055 (56)1 d (20)16d 2 PLY LVL X HGUS412 L 103+149 5035 5035 2028 (56)16d 20)16d 2 PLY LVL Skewed 45' Lf X HGUS412 R 103+149 5035 5035 2028 (56)16d 20)16d 2 PLY LVL Skewed 45' Rt Y HUC412 71 2950 3685 1810 22)16d 10)10d 2 PLY LVL Inverted Flange Z HGUS5.50/12 72 9155 9155 4055 (56)16d 20)16d 3 PLY LVL ZZ HGUS7.25/12 72 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 H16S 134 - - 1470 10)10d x 1.5 2 10dx1.5 Tie Down Short UL2 H16 134 - 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down Lon UL3 H16-2 134 - - 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down 2 Ply Truss UL4 IMTS12 131 - 1000 (7)10d 7)10d Tie Down Twist Strap 12" UL5 HTS20 131 - - 1450 (12)1 Od 12)10d Tie Down Twist Strap 20" UL6 MSTA36 127 1495 2135 see Left (13)10d (13)10d Tie Down Flat Strap 36" UL7 MGT 122+136 - - 3965 Threaded Rod or (22)10d Tie Down or Add UL8 UL8 PHD5 20 - - 14 SDS1/4x3 Add UL7 Tie Down Add UL7 UL8 IPH05 20 - 4685 Threaded Rod Tie Down TS132-24 115 (4)10dx1.5 Brace Truss Spacer Actual Web Fasteners'' Allowable Loads' Dimensions Model , Joist No Stiff Ga Solid Header Joist Uplift Uplift DF/SP PSL LSL DF/SP' SPF DF/SCL Masonry'1' Size Regd W H B TF Top Face (133) (160) LVL I-Joist g� ITT311.25 — 18 2X6 11X6 2 1% 4-10d 2-lOd : 2-10dx1y 245 285 1450 130011435!1615 1200 1050 ! — 2y 2 6 LBV311.25 — 14 2X6 11 y, 2y, i 2y 4-16d 2-16d 2-1Odxly2 240 290 2565 2360 2305 2035;2035 1230 — X 11 y, — — — — 1 — WI311.25 ✓ 12 12X6 11Y<, 2 2y 2-16d 2-10dx1y 2335 1950 2335 1765.1435 ITT311.5 — 18 2% 11X6 2 1% 4-10d 2-1Od 2-10dx1y 245 285 14501 1300 1435 161511200 1050 — 2y-2X6 LBV311.5 — 14 2% 11 y2 2Y, 2y2 4-16d 2-16d 2-10dxly 240 290 2565 2360 2035 2035 2035 1230 1 — ' X 11y W1311.5 ✓ 12 2% 11Y2 2 2y2 16d — 1 2-10dx1Y2 — — 23351 1950 2335 1765 1435 — — ITTM311.5' 18 2%1115/16 2 3y 3-Titen 2-Titen 2-10dx1y 225 225 1545 ITT311.88 — 18 2% 11% 2 13/6 4-1Od 2-1Od 2-1Odx1y 245 285 145011300 1435 1615 1200 1050 --- 2y2 2X6 — 14 29 112 2 2 4-16d 2-16d 2-1Odx1 240 290 2565 2360 2035 2035 2035 1230 — x 11/ LBV311.88 /6 / Y, Yz Y ITTM311.88' 18 29X,6 11'X6 2 3Yz 3 Titen 2-Titen 2-10dx1y 225 225 1545 2y-2X6 ITT313 — 1 18 2% 121% 2 1 1% 4-10d 2-1Od 2-10dx1y 245 [290 1450 1300 1435 1615 1200 1050 — x 13 LBV313 — 14 2X6 13 2y, 2y 4-16d 2-16d 2-10dx1y, 2402565 2360 2035 !161±51200, 03035 1230 — ' ITT314 — 18 2X6 131%, 2 1X 4-10d 2-10d 2-1Odx1y 245145011300 1435 1050 — MIT314 — 16 2X6 14 ZYz 2X6 4-16d 2-1 6d 2 tOdxly 2402550 2000 2115 2400 1665 1230LBV314 — 14 2% 14 2Y, 2y 4-16d 2-i6d 2-10dx1y 2402565 2360 12035 12035 2035 1230 — ' 2y-2% W1314 ✓ 12 2X6 14 2 2yz 2-16d — 2-10dxiy — = 2335 1950 2335 1765 1435 — _ x14 WP1314 ✓ 12 2% 14 2y2 2X, 2-16d 2-1Odx1y 3635'3320 3635 13255 12600T 2030 HW1314 ✓ 11 2% 14 4 2Yz 4-16d — 2-1Odx1y2 — — 5100 4000 450015285'36651 — — ITTM314' — 18 2% 13'X6 2 3Yz 3-Titen 2-Titen 2-10dx1y 225 1 225 — — _ _ _ — 1545 WM1314' ✓ 12 2% 14 3 3% 2-16dDPLX 2-1Odx1y — I — 4175 ITT316 — 18 2%11151%1 2 13/6 4-1Od 2-1Od 2-10dx1y 245 285 1450 1300 14351 1615 1200 1050 — ' MIT316 = r162X6 16 2yz 2Xe 4-16d 2-16d 2-10dxly 240 290 2550 2000 2115 2400 1665 1230 _ LBV316 2X6 16 2y 2y 4-16d 2-16d 2-10dx1y 240 290 2565 2360 2035 2035 2035 12302y -2X6 81316 ✓ 2Xe 16 2y2 2Y2 2-16d 4-16d 2-1 Odx1 y 245 295 2315 2225 — 2665 1835 — — x16 VU1316 ✓ 25(s 16 2 2Y2 2-16d — 2-1Odx1y — — 2335 1950 2335 1765 1435 — — WP1316 ✓ 2Xe 16 2Yz 2%L 2-16d — 2-10dxly — — '363513320 3635 3255 2600 2030 — HW1316 ✓ 11 1 2% 16 4 2y 4-16d — 2-10dx1y — — 1510014000 4500 5285 3665 — — WMI316' ✓ 12 25(e 16 3 3Y, 2-16dDPLX — 2-10dx1y — — I — — — — — — 4175 ' MIT318 — 16 2% 18 2% 2% 4-16d 2-16d 2-10dx1y 240 290 2550 2000 2115 2400 1665 1230 — HIT318 16 2X6 18 3 2'/e 4-16d 6-16d 2-1Odx1y 240 290 1255012050 2500 3050 1950 LBV318 — 14 2%, 18 2Y, 22 4-16d 2-16d 2-10dx1y 240 290 12565 2360 2035 2035 20351 1230 — Zy 2X6 B1318 J 12 2X6 18 2y2 2Y22-16d 4-16d 1 2-10dx1y 245 295 2315 2225 — 2665 1835 — _ X18 W1318 ✓ 12 2%. 18 2 2Y, 2-16d = 2-10dxiy — — 2335 1950 2335 1765 1435 — Z WP1318 ✓ 12 2Xe 18 2y, 2%,j 2-16d 2-10dxly 3635 3320 3635 3255 2600 2030 HW1318 ✓ 11 2Xe 18 4 2Y2 4-i6d — 2-10dxly — — 5100 4000 4500 5285 3665 — — WM1318' ✓ 12 1 2X6 18 3 i 33/a 1 216dDPLX — 2-10dx1y — — — % — — — — — 4175 s MIT320 ✓ 1_6_F2%1 20 2y 2X 4-16d 2-16d 2-10dx1y 240 1 290 12550 2000 2115 2400 1665 1230 HIT320 J 16 2X6 20 3 2'/e 4-16d 6-16d 210dx1y 240 290 2550 2050 2500 3050 1950 — — LBV320 — 14 2% 20 2y. 2y2 I 4-16d 2-16d 2-10dx1y 240 290 2565 2360 2035 2035 20351 1230 — 81320 ✓ 12 2Xe 20 2y2 2Y2 2-16d 4-16d 2-10dxiy 245 295 2315l2225 2665 1835 2Y2 -2% WI320 J 12 2%5 20 2 2Yz 2-16d — 2-1 Odx1 y — — 2335 1950 2335 1765 1435 — — X 20 — WPI320 ✓ 12 2a/ie 20 2Yz 2Xe 2-16d = 2-lOdxly = = 3635 3320 3635 3255 2600 2030 — HW1320 ✓ 11 2%, 20 4 2y2 4-16d 2-10dxly �47 0 4000 4500 5285 3665 o WM1320' ✓ 12 2Xe 20 3 3% 2-16dDPLX — 2-10dxl y — — 4175 WPU2.56/20 ✓ 12 2X6 20 3 2X6 3-16d 4-16d 6-10dx1y 485 4850 4880 3650 1 41651 4165 1 — — 1.Loads may not be increased for short-term loading.Uplift loads are based on tests on solid wood headers. `TFC 2.Uplift loads are based on Douglas Fir,and have been increased 33%and 60%for wind or earthquake loading with no further increase allowed.Divide by 1.33 and 1.60 for normal loading such as in cantilever construction. 3.ITTM and WM loads listed are based on attachment to a masonry block wall. 4.When 1-joist is used as header,all nails must be 10dx11h. 5.Structural composite lumber is laminated veneer lumber,Parallam' PSL and TimberStranC LSL. t' 6.1-joist headers with SPF flanges only support 755 lbs(ITT)and 885 lbs(LBV and MIT)and 2030 lbs(WP/WPI). H 7.Loads for 1-Joist header with LVL flanges less than 11/2'thick shall be limited to 85°/of the load shown in this table for DF 1-joist. ' Parallam and TimberStrand are registered trademarks of Trus Joist,a Weyerhaeuser company. I `i a W~ 83 _0 � z o 0 0 0 r � < o n rn or. D w n ;o O C1 C1 D N N ;a 0i N X X rn •�d Z -C —I A• A. m m (D C n v v m n C= cn n c n N N ;o N N � D 'O D r z z t•-' A /[� D z N L ___ __gyp •^ II �' O O A 41 - • II � 'n o A n `L' D w oCD NLn I.. w O l0 v C N rn N C 1.0 O ;a - rt r V _ O v (STI Ln CD A S C., r PD ..{. m rn cn r••e �j � n r-r ��✓ • . � A n o- r- a C C7 I CO W —i CIO w Cn r C O C•) C-) C) C') T � Tr r r r r ko ` fn • r c � o � m G N O V O m IN IO IO O O O ao O c o ` cn L/) N cn cn r CL ° n T T TI -n Ln1 m ;DC7 D m C/) a .O I i O z m m c I Z x � d v i ' O C-) � d a C M ;acrl II 'N-' W ~ w C � v ro ` j l0 D o O CTI F+ I N O A 00 (-n CDc O � W I i I �O Ol 7 PAGE 1 Date : 03/10/2004 MANNING BUILDING SUPPLY LOG # : D0191B TRUSS DIVISION JOB # : JACKSONVILLE Salesman: SCOT BURNEY Pitch: 6/12 ' Customer: 58 BUILDERS, INC Job Name : AGREE RES Address : 697 BEACH AVENUE Address : ATLANTIC BEACH, FL ATL BCH ' Designer: KEN ----------------- ------------------------------- -- --------------------------- Qtyl Span I O.H. I O.H. l Description ---------- ----------------------------------------------- -------------------- 2 35 ' 2 ' 2 ' Al 2-PLY 2 35 ' 2 ' 2 ' A2 2 35 ' 2 ' 2 ' A3 2 351 2 ' 2 ' A4 RASED 2 351 21 21 A5 1 351 2 ' 2 ' A6 SEALS 6 35 ' 2 ' 2 ' A7 1 35 ' 2 ' 2 ' A8 2-PLY ' 1 13110118 2 ' 0 ' A9 1 35 ' 2 ' 2 ' A10 1 15110118 2 ' 0 ' All 1 219" 0 ' 0 ' Al2 1 219" 0 ' 0 ' A13 4 9110"l 2191115 0 ' 9 ' 10 H/J DBL 45 24 7 ' 2 ' 0 ' 7 ' E/J 8 5 ' 2 ' 0 ' 5 ' C/J 4L 4R 8 3 ' 2 ' 0 ' 3 ' C/J 4L 4R 8 1 ' 2 ' 0 ' 1 ' C/J 4L 4R ** Hardware Roof ** 6 A HUS26 1-ply Truss Hanger 14 ULl H16S 1-ply Truss Uplift Tie-Down 2 UL3 H16-2 2-ply Sanibel t --6-UL5--- ------------------HT520----------20" -Twist-Strap 26 - Trusses 28 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 52 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 78 - Total Trusses O w wQ J cn m w z m F- CD u HU)z \ w zcnZ)z co D O DF- W Cr)wozr z = Co G H Q -10 J O Q-� � F-LL F- w a- U-O J(f)3 Cl �Oz�---Ow i W w mJ=Jcn m I-Cf) mF-JD ' JcnCf) mNCE D Z Li-i a: F- 00 = W XmmF-(n F-n � w>- w I m Ln U O CnJ3C7m F- U I .. m .. >- J � >- m ' OmJ3USz m O w F— m UOQ z U�-+ O J W J W w mm�- w m (E a_ OZf— z F-»-W0U�� > > O U O (� OOLLcnmm� 0 0 z cnoma x = N .. I— •- F--1 Oa-CL OaLLJOI- �Oz 0- ate .CL w `- m C!) U (f) om>F-mzm m o \ O D O W CD �l U J 0 -r N Ch zt' �- — .9T .S -}-- .h T -� T Td � ZH 8H f7 SH s.z TTH 6H 0TH O 8H LnLn L� i W 9H N SH hH r\7\�K OH TH .S6 J � - 1 /7h [ ��%t�\� t v�/" ,� < <% ' ' , `; � / r, /'�'�\ \ `� �, '� i �' i �, % � � V'''✓� � � i t t � ' ' � �� '�. � �h � . , . � �� ,\ � \ � q � � � �� ;, , � � � � �- � ` � n � i '>, ' � ,,'i ��, '', � ^, , 1 ��,, i � %;, t �/�L� \ \ �, 1 '�j/� ✓1,, � � r !/� �/j� '� //i� ��% =�� ' i ��, , �/ `f, ,, `, � �� i � � � � , i �� , � ; � i t � �\ i �� ,K�� t �� i - ' � j°,, � ��, ''\ 1 1 � � � 1 � � '� � � , [ \ ` I � \ 1 � � , 1 � � t � I � `�' , �� ' - E PRODUCTS HARDWARE SCHEDULE 7/9/03 2003 REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES A HUS26 47 2565 3205 1550 (14)16d (6)16d TRUSS B HUS28 47 3585 3700 2000 (22)16d (8)16d TRUSS C HGUS28-2 103 6805 7925 3220 (36)16d (12)16d TRUSS 2 Ply Truss D HGUS28-3 103 6805 7925 3220 (36)16d (12)16d TRUSS 3 PI Truss E SUL/R 26 63 800 1000 765 (6)16d (6)10dx1.5 TRUSS Skewed 45' F SUL/R 210 63 1330 1660 1250 (10)16d (10)10dx1.5 TRUSS Skewed 45' G LSSU210 60 1110 1390 875 (10)10d (7)10dx1.5 TRUSS Sloped-varies G ILSSU210 60 995 1145 1 785 (9)10d (7)10dx1.5 TRUSS Skewed-varies H THJA26 110 2680 3265 960 (20)16d (6)HJ(4)EJ 10dx1.5 TRUSS Hip Jack&End Jack I THA422 62 3630 4145 1550 (22)16d (6)16d SYS 42 J THAC422 621 3630 4145 1550 (22)16d (6)16d SYS 42 Inverted Flange K THA422 L/R 62 1416 1675 310 (16)10d (3)10dx1.5 SYS 42 Skewed 45' L SUL/R 410 63 1860 2330 1275 (14)16d (6)16d SYS 42 Skewed 45' M ILSSU410 60 2430 3035 1150 (18)16d (12)10dx1.5 SYS 42 Sloped-varies M LSSU410 60 1625 1625 1150 (14)16d (12)10dx1.5 SYS 42 Skewed-varies N IUT312 69 1110 1390 245 (10)16d (2)10dx1.5 I-JOIST Face Mount 2.5" O HU312-2 70 2145 2680 1085 (16)16d (6)10d I-JOIST 2 Ply Face Mount P IUT412 70 1110 1390 255 (10)10d (2)10dx1.5 I-JOIST Face Mount 3.5" Q MIT316 83 2400 - - (6)16d 2)10dx1.5 I-JOIST Top Mount 2.5" R SUUR 310 63 1860 2330 765 (14)16d 6)10dx1.5 I-JOIST Skewed 45' S SUL/R 314 63 2395 2500 1150 (18)16d 8)10dx1.5 [-JOIST Skewed 45' T LSSUH310 60 2295 2295 1150 18)16d (12)10dx1.5 I-JOIST Sloped-varies T LSSUH310 60 1600 1600 1150 (14)16d (12)10dx1.5 I-JOIST Skewed-varies U jHU11 71 2950 3685 865 (22)16d 6)10dx1.5 1 PLY LVL Min. Load U HU11 71 4020 4405 1440 (30)16d 1010dx1.5 1 PLY LVL Max. Load V HGUS48 103 6805 7925 3220 36)16d 12)16d 2 PLY LVL W HGUS412 103 9155 9155 4055 (56)16d (20)16d 2 PLY LVL X HGUS412 L 103+1491 5035 5035 2028 (56)16d 20)16d 2 PLY LVL Skewed 45' Lf X I HGUS412 R 103+149 5035 5035 2028 (56)16d 20)16d 2 PLY LVL Skewed 45' Rt Y HUC412 71 2950 3685 1810 (22)16d (10)1 Od 2 PLY LVL Inverted Flange Z HGUS5.50/12 72 9155 9155 4055 (56)16d 20)16d 3 PLY LVL ZZ HGUS7.25/12 72 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 H16S 134 - - 1470 10)10d x 1.5 2)10dx1.5 Tie Down Short UL2 H16 134 - - 1470 10)10d x 1.5 (2)10dx1.5 Tie Down Lon UL3 H16-2 134 - - 1470 (10)10d x 1.5 2)10dx1.5 Tie Down 2 Ply Truss UL4 MTS12 131 - - 1000 (7)1 Od 7)10d Tie Down Twist Strap 12" UL5 HTS20 131 - - 1450 (12)10d 12)10d Tie Down Twist Strap 20" UL6 MSTA36 127 1495 2135 see Left (13)10d (13)10d Tie Down Flat Strap 36" UL7 MGT 122+136 - - 3965 Threaded Rod or (22)10d Tie Down or Add UL8 UL8 PHD5 20 - 14 SOS 1/4x3 Add UL7 Tie Down Add UL7 UL8 PHD5 20 4685 Threaded Rod Tie Down TSB2-24 115 (4)10dx1.5 Brace Truss Spacer Face Mount Hangers - Plated Truss Products Min. fasteners Doug-Fir LarchlSo.Pine Spruce-Pine-Fir Model Heel Allowable Loads Allowable Loads No. Height Carrying . Carried Uplift Floor Snow Const Uplift Floor Snow Const Member Member (133) (100) (115) (125) (133) (100) (115) (125) HUS26 with Reduced Heel Height 3Yz 6-164 4-164 1135 1265 14551 1580 925 1050 1210 1315 HUS26 3'/z 10-164 4.164 1135 1800 2070 2245 925 1510 17351 1890 =-••, 'n 4�6 14-164 6-164 1550 12565 29501 3205 1390 12155 1 2480 2540 Model Min. Dimensions Fasteners = " rrtrrtrr No. Height Ga =WH 8 !M=,mberM ied :?_,? ' I r�°qher 1 irlolrjl SINGLE 2x SIZES �orooroo 0 LUS24 2y, 18 1% 3y 1y,, 4-10d 2-10d 1lrrrrr °° LUS26 4y 1 W, 4/ 1'/, 4-104 4-104 ' HUS26 4�<, 16 1% 5y 3 14-16d 6-16d Typical HUSve°a HGUS26 4y 12 15/e SY(, 5 20-164 8-164 Installation '1.,� !moi•=� ° °°°° i! �s HGUS28 Sy with Reduced 12 1� 7X, 5 36-164 10-164 ��r. ° LUS28 43f, 18 1�e 6 13; 6-lad a-1od Heel Height - tea., ._.._ v HUS28 6y 16 1y. 7 3 22-16d 8-16d LUS210 4y 18 1. 7+3(, 1�/. 8-1Od 4-1Od HUS210 1 8% 16 13; 9 3 1 30-16d 10-16d ' Model Avg Doug Fir-Larch Allowable Loads Southern Pine Allowable Loads Spruce-Pine-Fir Allowable Loads No. Ult Uplift' Uplift' Floor Snow Canst Uplift' Uplift' Floor Snow Cal Uplift' Uplift' floor Snow Const (133) (160) (100) (115) (125) (133) (160) (100) (115) (125) (133) (150) (10 0) (115) (125) SINGLE 2x SIZES LUS24 3850 465 490 6407-735 800 490 490 690 795 865 390 465 540 625 675 LUS26 5167 930 1115 830 1 955 1040 1010 1165 900 1035 1125 780 935 700 805 875 HUS26 10000 1550 1550 2565 2950 3205 1550 1550 2785 3200 3325 1390 1550 2155 2475 2540 ' HGUS26 14178 1425 1425 3755 3905 3905 1425 1425 3905 3905 3905 1425 1425 3185 3585 3585 HGUS28 16188 1755 1755 5055 5055 5055 1755 1755 5055 5055 5055 1755 1755 4030 4155 4215 LUS28 6066 930 1115 1055 1210 1320 1010 1165 1140 1310 1425 780 935 890 1025 1115 HU128 13167 2000 2000 3585 3700 3775 2000. 1 2000 3380 3505 1 3585 1855 2000 2580 2680 2745 LUS210 7750 930 1115 1275 1470 1595 1010 1165 1380 1590 1 1725 780 935 1085 1245 1355 HUS210 188331 2845 300DI 3775 1 3920 4020 3000 1 3000 1 3585 1 3745 1 3850 2320 2780 2745 2870 2955 Min. OimensiansFasteners Doug Fir-Larcf►/Southam Pine Spruce-Pine-Fir Model Heel Ga Avg Allowable Loads Allowable Loads Na. Height yy H B Carrying Carried ult Uplift'I Uplift'I Floor Snow Cant UpliftUplift' Floor Snow Const. Member Member (133) (180) (100) (115) (125) (133) (160) (1 00) 1 (115) (125). DOUBLE 2z SIZES LUS24-2 2% 18 3y, 3y 2 4-16d 2-164 1 5.303 565 5651 765 Sao 980 465 555 1 840 735 800 LUS26-2 4% 18 3y, 436 2 4-16d 4-16d 6076 ii4ol 11651 1000 1150 1250 925 1115 1 820 945 1025. HHUS26-2 4aJ{ 14 3W, 5 3 14-18d 6-16d 14687 1550 15501 2580 1 2965 3225 1395 1550 2165 2490 2710 i HGUS26-2 4y2 12 3% 59X, 4 20-16d 8-16d 14667 2000 2000 3755 4320 4895 1865 2000 3185 3660 3980 LUS28-2 4% 18 3y, 7 2 6-16d . 4-16d 7750 1140 1165 1265 1455 1585 925 1115 1050 1210 1315 HHUS28-2 6y, 14 3W. 5% 3 22-16d 8-led 19850 2000 0003885 4465 4855 1880 2000 3275 j 3765 4095 HGUS28-2 S 12 31{, 7y„ 4 36-164 10-164 25180 26501 2650 6245 7185 7810 2330 2650 5335 6070 8150 LUS210-2 674, 18 3y, 9 2 8-164 6-16d 10907 1550 1550 1755 2030 2210 1390 1550 1465 1680 1830 HHUS210-2 By, 14 33{, 81/e 3 30.164 10-164 22167 2855 3000 5190 5900 5900 2330 2795 4385 4795 4875 HGUS210-2 7y 12 3Xe 9Xe 4 46-164 12-t6d 28333 3415 3665 7890 6110 8225 2795 3355 6110 6260 6360 TRIPLE 2x SIZES j HGUS26-3 4y 12 20-16d 6-16d 146671 20001 2000 3755 i 43201 46951 1865 2000 3185 3660 3980 HGUS28-3 5Y, 1 12 41k. 7y, 4 36-trid I 10-16d 25180 26501 2650 6245 7185 7810 2330 2850 5335 6135 6885 HGUS210-3 7,y,. 12 a''/ 9Y 4 46-164 12-16d 28333 34151 3665 7890 8685 8885 2795 3355 6745 7755 8430 HHUS210.3 By 14 a+y„ 9 3 30-16d! 10-164 1 221671 28551 3430 5190 1 5900159001 2330 1 2795 6385 5040 5480 ® QUADRUPLE 2x SIZES 1.Uplih loads HHUS210-d 9Y, 14 6 Y, 6/. 3 !30-16d I 10-164 22167I 2855 I 3430 5190 I 5900 5900 2330 2795 1385 5040 5480 have been 4x SIZES increasetl 33% LUS46 6, 18 3+(, 1 13, 2 4-16d a-16d 6076111 a0( 1165 000 1150 1250 925 1115 820 945 1025 and 60°/for m sv 2 0 eartnquake or 1 HGUS46 q, 12 31; 4, 4 0-16d l 8-16d 25180 1 .275 2735 1 3755 6320 4695 1885 2000 3185 I 3660 3980 HHUS46 e ! 1a 3% 5Y, 3 ! 14-16d1 9.16d 146671 15501 15501 2580 1 2985 3225 1395 1550 2165 2-49-OT 2710 wind loading with no further LUS48 8 394, 54; 2 6-16d 1-16d '7501 11401 11651 1265 1 14551 1585 925 1115 1050 1 1210 1315 increase allowed. HUS48 5Y, 14 : 3% i 2 5-16d 5-160 111901 15501 15501 1505 1 17301 1885 1315 1550 1 1240i 1425 1550 Reduce by 33% HHUS48 8Y, d 34, 73 22-16d I 3-16d 198501 20001 20001 .3885 1 d465 1 4855 1860 2000 3275 1 3785 4095 and 60%for HGUS48 5S4 2 331 7y, 4 36-16d l '0-16d 251801 26501 25501 6245 i 7185 1 7810 2330 ! 2550 15335 1 6135 6665 I normal loading LUS410 5Y, •8 3+,(, A4; 2 3-16d I 5-160 109061 15501 '5501 1765 2030 2210 1390 1 1550 1465 16801 1830 as in cantilever 4HUS410 3% 14 33; 9 30-16d1 10-16d 221671 28551 34301 5190 59001 5900 2330 ! 2795 1 4385 i 50x0 5460 construction. HGUS410 }{, !2 3% 9 d d6-16d I '2-16d 283331 24151 16651 7890 I 36651 8665 2795 ! 3355 1 6745 i 7110.1 7210 HG15411 9V., '2 3V +01,(, 56-16d I -4-16d 350001 39851 17801 9365 -0305110440 3260 39101 -1301 7305 1 7425 01 1AGUS414 1'{, 2 3S/, -21/„ 1 56-1601 -6-164 :.50001 -5551 :000110295 0525110680 3725 4470 7295 1 7500 7695 HSEISMIC AND HURRICANE TIES The H8 allows rafter to top plate and stud to sill plate installation. ° ,.° The H9 is designed to retrofit roof truss/rafters for wood construction. 19/,e r H3 The H9 hurricane tie provides high uplift and lateral capacity using ��„ f9/�6 °:. Simpson wood fasteners. ° ° H2 ( N The presloped s/12 seat of the H16 provides for a tight fit and reduced m ° m #A deflection.The strap length provides for various truss height up to a ( ° maximum of 131/2°. Minimum heel height for H16 and H16S is 4". 1e/1e OI ° 4 ° The HGA10 attaches to gable trusses and provides good lateral wind fi' ° ° / resistance.The HS24 attaches the bottom chord of a truss or rafter at 5/ 6 6 " 0( resistance. pitches from 0:12 to 4:12 to double 2x4 top plates.Double shear nailing 2 so ° 2 1 ,e 19/16" allows for higher lateral resistance. The H connector series provides wind and seismic ties for trusses H6r I-zi and rafters.H10 and H10R optional positive angle nailing connects shear H2.5 blocking to rafter—use 8d common nails.Slot allows field-bending up to H1 27°at 0.73 of the table uplift load;bend one time only. 1�4e , MATERIAL:See table FINISH:Galvanized;H10-2,H11Z-Z-MAX.Other models available in _r1 stainless steel or Z-MAX;see Corrosion-Resistance,page 5. aw a f ° INSTALLATION:•Use all specified fasteners.See General Notes. H6 ° ° •The HGA10 can be installed into wood.Screws are provided. m •HS24 requires slant nailing only when bottom chord of truss or HS o �11* " rafter has no slope. •H1 can be installed with flanges facing outwards(reverse of drawing number 1).When installed inside a wall,a birdsmouth II e' cut is required. •H2.5,H3,H4,H5 and H6 ties are shipped In equal quantities of separate rights and lefts. 61� ° ° 2%' H5 H7 •Bend the H7 over the top of the truss. Install a minimum of four U.S.Patent 8d nails into the truss,including two into the truss side. I ° r °o° • 4,714,372 •Hurricane Ties do not replace solid blocking. Y�2 ° , CODES: BOCA, ICBO,SBCCI NER-422,NER-393,NER-432; 1 NER-499;Dade CO,FL 97-0107.05;City of LA.RR 24818. ° Q Doug-Fir Larch/So.Pine Uplift Spruce-Pine-Fr Uplift Fasteners Uplift Allowable Loads'-' Load with Allowable Leads7 2 Load with Model avg lateral 8dx1y Lateral adxly 3 • ° H4 No: Ga Ratters/ ToNails To Ult Uplift (133/160) (N Uplift (133/160) (1 b , 13/4" U.S.Patent Truss Plates Studs (133) (160) F, Ft 160) (133) (160) F1. F2- 150) a 4,714,372 HGA10 14 4-SDSyx1Y2 4-SDS}fx3 — 1523 435 435 1165 940 — 375 375 870 815 — �pa� HS24 18 8-8dx1� 8-8d — 2205 605° 605° 645°1025 — 520 520 555 880 8 2-8d slant 8i�2 NJ ' '•I H1 18 6-Bdx1Y2 4-8d — 1958 490 585 485 165 455 400 400 415 140 370 'H2 18 5-8d — 5-8d 1040 335 335 — — 335 230 230 — — 230 H2.5 18 5-8d 5-8d — 1300 415 415 150 150 415 365 385 130 130 365 H3 18 4-8d 4-8d — 1433 455 455 125 160 415 320 320 105 140 290 i` — H4. 20 4-8d 4-8d 1144 360 360 165 160 360 235 235 140 135 235 z H5 18 4-8d 4-8d — 1485 455 465 115 200 455 265 265 100 170. 285 H6 16 — 8-8d 8-8d 3983 915 950 650 — — 785 820 560 — — 2py'• "-' — — 4 H7 16 4-8d 2-8d 8-8d 2991 930 985 400 800 18451 345 � c s H8 18 5-10dx1y 5-10dx1Y2 — 2422 —620 745 — — — 530 565 H15 z H9 1g 4-SDS};x1y 5 SOS};xiy, — 2812 875 875 680 125 — 755 755 880 125 — (H15-2 H10 18 8-8dxlx 8-8dx1}( — 3135 905 990 585 525 — 780 850 505 450 = similar) N H108 18 8 8d 1X 8.8dx1X 3135 905 990 585 525 780 850 505 450 Q2h. N H10-2 18 6-1Od 6-10d — 24471 760 1 760 455 395 — 655 655 390 340 — a H11Z 18 6-16dx2y 6-16dx2X — 5097 830 L.83 525 760 = 715 715 450 655 = 1%"-� ��•- g H15 16 4-10dxfy 4-1OdxlY, 112-1 Odx1 = 6070 1300 1300 480 1120 1120 410 0 H15-2 16 4-10dx1 4-10dx1J4 12-1 Odxl 6070 1300 1300 480 — — 1120 1120 410 — 90 — H16 18 2-tOdxlYz 10.10dx1Y2 = = 1600 1600 — _ = 1300 1300 H16S 18 210dx1Yz 10-10dX1Yz 1600 1600 — 13001300 1.Loads have been increased 33%and 60%for earthquake or wind loading with no further increase allowed. 2.Allowable loads are for one anchor.A minimum ratter thickness of 21/2'must be used when framing anchors are installed on each side of the joist and on the same side of the plate. ." 3.Allowable uplift load for stud to bottom plate installation is 360 lbs(H4);400 lbs(H2.5);310 lbs(H8). T 4.HB--install 4-8d nails into the bottom plate and 5-8d nails into the stud. H16 5.When cross-grain bending or cross-grain tension cannot be avoided,mechanical reinforcement to resist such forces Preslope111 should be considered. 5:12.Pfteh of 6.HS24 allowable loads without slant nailing are 625 lbs(uplift),590 lbs(Ft),640 lbs(F2). 3:12 to 7:12 7.Hurricane res are shown installed on the outside of the wall for clarity.installation on the inside of the wall is acceptable. is acceptable For a Continuous Load Path,connections must be on same side of the wall. 128 L.TS/MTS/HTS Tw1ST STRAPS Twist straps provide a tension connection between two wood ;, o ' I - members.They resist uplift at the heel of a truss economically. MTS Installation t The 3"bend section eliminates interference at the transition as a Truss-to- 0IR points between wood members. Top Plate Tie o- MATERIAL:LTS-18 gauge;MTS-16 gauge;HTS-14 gauge FINISH:Galvanized.Some products available in stainless steel and Z-MAX;see Corrosion-Resistance,page 5. , ' INSTALLATION: Use all specified fasteners.See General Notes. CODES: BOCA, ICBG,SBCCI NER-413(except HTS); Dade Co.FL 99-0713.05(MTS). 0. z Doug-Fir-Larch/So Pine Spruce-Pine-Fir 1 i p• Fasteners Allowable Uplift Loads' Allowable Uplift Loads Madel Avg LTS12 (other 15' No. L 10d 10dx1y" Ult 10d 10dx1y" 10d 10dx1}," sizes and ' (133/160) (133) (160) (133/160) (133) (160) MTS similar) LTS12 12112-1Od 12-10dxiy, 2383 775 720 720 665 620 620 LTS16 16 12-1Od 12-10dx1y 2383�77720 720 665 620 620 LTS18 18 '12-10d 12-10dx1y 2383720 . 720 665 620 620 LTS20 120 12-1od 12-1Odx1y 2383 775 720 720 665 620 620 MTS12 12 14-10d 14-10dx1y 3116 1000 840 10001 860 730 860 °J, MTS30 MTS16 16 14-1od 14-10dx1y 3116 1000 840 1000 860 730 860 MTS30C MTS18 18 14-1od F14-10dx1y 3116 1000 840 10001 860 730 860 MTS20 1 20 14-10d I 14-10dx1y, 3116 1000 840 10001 860 1 730 860 11 MTS30 30 14-10d — 2667 835 — — 720 — — MTS24C 1 24 114-1 Od 14-10dx1y 3116 1000 840 10001 860 730 1 860 `. MTS28C28 14-10d 14-10dx1y2 3116 1000 840 1000 860 730 860 MTS30C 30114-10d 14-10dx1y 3116 1000 840 1000 860 730 860 HTS16 16 16-10d� 16-10dxiy, 4430 1260 1005 1150 1085 865 990 HTS20 20 20-1od 24-10dxly, 4430 1450 1450 1450 1245 1245 1245 HTS24 24 20-1Od1 24-10dx1y, 4430 1450 1450 1450 1245 _L124511245 HTS28 26 20-10d 24-10dxly2 4430 1450 1450 1450 1245 1245 1245 Typical HTS30 30 20-1Od. 24-1Odx1y 4430 1450 1450 1450 1245 1245 1245 MTS30 HTS30C 130120-10d I 24-10dxly, 4430 1450 1450 1450 1245 12451 1245 Installation 1.LTS12 thru LTS20,MTS16 through MTS30,HTS24 through 4.HTS30C and MTS24C,26C and 30C have the _ HTS30C(except HTS30)have additional nail holes. twist in the center of the strap length. 7 _ 2.install half of the fasteners on each end of strap to achieve 5.Twist straps do not have to be wrapped over full loads. the truss to achieve the load. 3.Loads have been increased 33%and 60%for earthquake MTS30 Installation ' or wind loading;no further increase allowed. with 1-joist Rafter HHNEADBRVV HA,NGA s For fast, accurate installation of door and window headers and F1 other cross member details.HH header hangers can speed up the job, C strengthen the frame,and eliminate the need for trimmers. F4 MATERIAL: 16 gauge. FINISH:Galvanized ° INSTALLATION: Use all specified fasteners.See General Notes. ° HH4 h CODES:BOCA, ICBO,SBCCI NER-413; Dade County, FL 97-0107.05; ' City of L.A. RR 25119. tF3 I Fasteners Allowable Loads Down HH Load Directions Modell ' I No. W H Avg (100) (133) L Stud He, ' I UI1 Ft Fz Fa I Fa . •. I HH4 3Ya 2",fe: 9-16th 4-16d 6697 1195 . 7101 710 11085 i'. HH6 SY, 5Y 12-16dl 6-16d 6697 1595 1065 1065 1085 Typical HH 1.F,Loads may be increased up to 25%for short-term loading in accordance with the code. Installation 2.A 21/2'minimum lumber thickness is required to achieve the full load. ' 130 �. Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 (863)422-8685 Florida Engineering Certificate of Authorization Number:567 Page 1 of 1 Document ID:1SAZ15I-ZO308120524 Truss Fabricator: Manning Building Supply Job Identification: D0191B-AGREE RES (DO191B I-AGREE RES) YD Truss Count: 18 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995 Engineering Software: Alpine Software,Version 19.633. Structural Engineer of Record: Address:/` Minimum Design Loads: Roof - 47 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH ASCE-98 -Closed Notes: Seal Date:03iG8/2014. 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 Denise Rutledge Florida License Number:58752 r 2. The seal date shown on the individual truss component drawings must 1950 Marley Drive we match the seal date on this index sheet. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 61 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 No Standard Details Ref it — iotion Drawing# Date 1 51119--A1 2-PLY 04068076 03/08/04 2 51120--A2 04068077 03/08/04 3 51121--A3 04068078 03/08/04 4 51122--A4 04068079 03/08/04 j 5 51123--A5 04068080 03/08/04 6 51124--A6 04068081 03/08/04 7 51125--A7 04068082 03/08/04 8 51126--A8 2-PLY 04068083 03/08/04 r 9 51127--A9 04068084 03/08/04 10 51128-410 04068085 03/08/04 kin 11 51129--All 04068086 03/08/04 12 51130-412 04068087 03/08/04 " 13 51131-413 04068088 03/08/04 14 51132--9'10 H/J DBL 04068089 03/08/04 15 51133--7' E/J 04068090 03/08/04 16 51134--5' C/J 4L 4R 04068091 03/08/04 17 51135--3' C/J 4L 4R 04068092 03/08/04 18 51136--1' C/J 4L 4R 04068093 03/08/04 r Yr o W co .-• -I w m m -i N W -i CD V C7 n V C-) C) C7 C� n m O O O n n � Cp A J oa 0 0 0 p m CD O O CF1 � .• 41 M 0 0 o r � CD W A V CT C CD N n n D Lj O = O >7 7 ry r l0 4, CP D N N N A TJ Cp A m C- m m o x x X CD _ pl CD co co CD CD CS1 G-C m to �--• O O 1p O A O A A O 't) m -1 ^' Cl) r n n �o n r r r r -k W N N A C O W D D CD 0 N O O A l0 1p CT1 O N N N N III A � A � N rD L" N N O O w W\ W y�o C V O Cn l0 V W V r' i-+ C+ r-* N lD O O l0 O r x m r A CT O A Ol D O n CID \ m N w O N N N A CT T CO Ul 1p A CD A A C7 WN rr O O to O _0 -0 -u .70 N Ul O CT O A Ol r r r r _ Ul x X IN o- - -` ioOww w � CT A cn V V1 O V Q - O O tT i--• W O O W`--' Lq W CD CD co OD U1 CTS CT Ol l"o0 0 = U r = 0 N X O N p O O m N O Ct z N m 2 C7 rn 0 0 CD CO -- _- N W O C7 D Ln CP � -0 N - '- - OD X 2 -i N C7 CD O III n m o 'o Cn C) 2 2 2 C� III x c n n c � o 0 o z 3 � A = rn C7 n z O F r -v f O O O �: • (// � n � Cn N N N N C7 m • � � -I m 2 x x x x 2 � 7m O D A Ol CT A m .� m CO � �i Z �� - 1--• � -D m �-+ N N I--' m rn q •d ra�cn .at'�yI�.C III C�l. .T ZD8 TJ 8 fl x EME �X - N (n � � iL7 V z D F3 .a m G (P) (9) (P. <7P •P N 7 CT NG7 Z rD m (� A rn F o, 3 D z - a A N m o --I rn CD o� A w rr7 F� O p � p T1 O O O O A V v (") C-r D = = 2 m2 n �7 f7 p z o cn a m ITl r D - p O y II N D cn s p co im -� ---I W w n r .-CJ D (./1 (n C O 7 C7 C7 T A x D m r m 3 >. -I C-) CC o r N O O Cl'i D m m D D H a n v � m c') O Z D o c D r OD O C"7 W N -L L o V A Z o m o rno • � � III N o m >7 F C'� m N O co O l0 O m m D T N N v C O O 3 A A CD CD N m � W O (n v O o v O �f\ : m m CD 2 0 0 I w o m O m - - o O Ui O O O O � m O w v n z N c m 7D v S -0 -0 cn cn Cn N cn om z ci o o c T T �l A W N Z (n Z m O Cr Cn S O O Z7 W O m C'� •-• m n D m C/' CDICD CD ry i z m m J n z C Z7 CD 3 � n --• N m cnE D F\3 C- .- O r-� 10 £ c s .'v - W C VCD C D O OV o CD r\3 C� A OD CJ"I Ul CD - N co O r-• TI . 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A 1--• F-� N m Om V o o V C:) n N W O > n O Ln O O O O O Q Cn Ci1 C/) Lo C/) II O o r m � 0 C- N = D o N n z ;D m c'-) D m fn a z m m ° n CD Z x N ~ V) m � cn II f D N C.. r O h-• o N I-- CP (P D o O CD N O A OD CT1 = z OD T co r �r O o A W v W CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 2/09/05 Parcel Number . . . . . 169891-0000- - Property Address . . . 332 7TH ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . AGEE, JAMES Contractor . . . . . . 58 BUILDERS INC 904 529-8086 Application number 04-00028125 000 000 Description of Work RESIDENTIAL ADD/RENOVATE/ALTER Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL MAP SHOWING BOUNDARY SURVEY OF LOT 13, BLOCK 8, ATLANTIC BEACH AS RECORDED IN PLAT BOOK S, PAGE 69, ------ ------ OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. RECE: CIT -0:T CERTIFIED TO: JAMES M.AGEE OCT 2 9 2004 FILE COPY 50.00' (PLAT) BY: S 89'52'52" E 49.97' (MEASURED) 7TH STREET q6 ASPHALT q6 °ti (40.0- RIGHT OF WAY) aq CENTERLINE OF ROAD_~ ® STORM %q yp 11 MANI EDGE OF ASPHALT FOUND 1/2" REBAR �O6 6 1 FOUND 1/2"IRON PIPE CORNER OF INTERSECTION NO IDENTIFICATION • 0.3' NO IDENTIFICATION 0.0' 1.0' 0.2' LL1 •. - •• q 300.00' (PLAT) 2" GALVANIZED 1 _ COVERED ob o WELL PIPE NO- _ ENTRY 00 ~ • Q = 10� 7.5 35.%I-V-7,101 10 O 7 S n c W 1 1/2- +`A W V o WELL 4` P :p Of o W h 0 N COP ~ Lj •� J ,°a ONE STORY o P J W ; MASONRY < m O POSTED ) 0.3 332 0.6' v " r LOT 15 0 0 °9 cV o BLOCK 8 � Lo s 16.9 7.5' W e o 3 o `O. L _ O ■ X-X X- 0. �o = 0.4' 18.0' f O O 9 ► '� •�Oy •�O- O Z LOT 13 N ^.1 t?LA) I LOT 11 ,Ct°rl c�1�1 ter f'1yt °0 ' BLOCK 8 141Q�- L% 0 0.5' COPY40' FILE FOUND 1/2-IRON PIPE N 89'57'36" W FOUND 1/2-IRON PIPE NO IDENTIFICATION NO IDENTIFICATION LOT 16 50.01' (MEASURED) LOT 12 BLOCK 8 50.00' (PLAT) BLOCK 8 SURVEYOR'S NOTE: ALL ELEVATIONS LOT 14 SHOWN HEREON ARE BASED ON BLOCK 8 NATIONAL GEODETIC VERTICAL DATUM 1929. LEGEND: NOTES: ACCEPTED BY: `o = SPOT ELEVATION R = RADIUS —X— = FENCE L = LENGTH O = CONCRETE NOTES: REVISIONS ASSUMED S 00'00' W __ ALONG THE t. BEARINGS ARE BASED ON THE _____�___ BEARING OF ________—_ rwcrco— DN LTeDV laic nc aic cr-r Dearcl - -------— 4 I� R � + i c I I a f r or I Q FILE COP f ( I I . im I 1 o 0 0 m � W N aQd�r an ' of foR-c�i r � i1 N FILE COPY s Q f. F , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r) {_ ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028125 Date 5/13/04 Property Address . . . . . . 332 7TH ST Tenant nbr, name . . . . . . 2 STORY FRAME ADDITION Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 231000 Owner Contractor ------------------------ ------------------------ AGEE, JAMES 58 BUILDERS INC 332 7TH STREET 5803 C.R. 209 SOUTH ATLANTIC BEACH FL 32233 GREEN COVE SPRINGS FL 32043 (904) 529-8086 -------------------------------------------- -------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 853 . 00 Plan Check Fee 426 . 50 Issue Date . . . . Valuation . . . . 231000 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ST CONSTRUCTION SURCHARGE 13 . 38 AB CONSTRUCTION SURCHARGE 1 .48 WATER IMPACT FEE 520 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 853 . 00 853 . 00 . 00 . 00 Plan Check Total 426 . 50 426 . 50 . 00 . 00 Other Fee Total 569 . 86 569 . 86 . 00 . 00 Grand Total 1849 . 36 1849 . 36 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. jm�k- BOYDING OFFICIAL CITY OF ATLANTIC BEACH �DFord BUILDING / ZONING DEPARTMENTe ins S. Doerr 800 Seminole Road 1 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax Ir PLAN REVIEW COMMENTS Permit Application # Property Address: — Applicant: Project: CAAA This per application has been: Approved ❑ Reviewed and the following items need attention: Please re-submit yo r application n these items have been completed. Reviewed By: �7 ��'` Date: CITY OF ATLANTIC BEACH J r� PERMIT CALCULATION SHEET Date: Address �3 2 y 7 -� J4,W1 Tl a AJ Heated Square Footage @ $ per sq ft= $ Garage/ Shed @ $ J per sq ft= $ Carport/Porchk APper sq ft = $ Deck per sq ft = $ v Patio @ $ per sq ft = $ TOTAL VALUATION: $ 2 3 Q Total Valuation I Sl $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + 1/2 Filing Fee $ T FLOOD ZONE: _ (0) Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ WATER IMPACT FEE $ S2 O SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ — 6 SEWER TAP $ C ( ) RADON HRS .0050 $ — D SECTION H PAVING ( ) $ CROSS CONNECTION $ S STS; SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: -s-3 2 7 r` S7- - 04,Pe9/ T! 0 A) r DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 3 109 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 Drinking fountairdlcemaker Y2 Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray(1 or 2 compartments) 2 Z Lavatory 1 Shower compartment,domestic 2 Sink ( 2 Urinal 4 Urinal, 1 gallon per flush or less1 2 • Wash sink (circular or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 Water closet, private installation 4 Water closet,public installation 6 TOTAL NUMBER OF UNITS= (p MULTIPLIED X 20 TOTAL$ 2 RECEIVED CITY OF ATLANTIC BEACH rl BUILDING 9 ZONING CITY OF ATLANTIC BEACH APR 2 0 2004 ' BUILDING PERMIT APPLICATION _:! (ALTERATIONS/ADDITIONS) ChYt S �� i( Cc ( >-0 t � ��a^ s Date: Job Address: 3 3a 7 Sfre;e_ f A+J avi+-c c_ Lead-) EL. 30a_i3 Owner of Property: I_C,lyVQ 3 ti'1 1A-61 e e- Address: 3 7,;15 �l cden Re d5, Sa.0 1e50V)V0 Ie FL f Telephone: q 0V- f 2/-FM Legal Description: Block Number: Lot Number: 13 Zoning District: �6 oZS-a9� llanicc[ , Contractor: 5F- a,t,i)Jfl_,51 T-nC- State License Number: ('CTG 0&04115 Contractor's Address: 55 3 Onul'1 i" Rol. Joq 5ouib 6Yc-,W CDVe- �26-nom R'3 4.3 Telephone: Q N-5-2g- 8_02b _ Fax: y GID `5g!2 - -761& Describe proposed use and work to be done: d, s4L a4 Pnxm e, adA5bhcn -h ext',5dinq i e 10� Present use of land or building(s): �I tr1G1�E 40 -n 1 �w re,S Id r ll Valuation of proposed construction: Ita31 , 00o What are the dimensions of the added space: _5 feet x S '—feet Will the added area be heated and cooled? (/e5 New electrical or increase in service?IF ItiC.i � New plumbing fixtures? eS New fireplace? 110 New heating/air conditioning?�— Is approval of Homeowner's Association or other private entity required? )o _If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑NO. Applicant certifies that no change in site grade or fill material will be used on this project. c fF qr•��e–No.ue ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. I�trmj+ -W 0q - coocl7-741 o Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of owner: ..'— Date: y I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction o e property. I understand that the issuance of this permit is contingent upon the above information being true and corre d that lans d orting data have been or shall be provided as required. 1 Signature of Contractor: Date: 4/�/ I Address and contact information of perso to re ive all correspondence regarding this application (please print). i Name: Mailing Address: Cj $'O3 C- (Z - Zo1 ,S©v>lr-f Gkaj C,)yL— SP. pL- gW q? Telephone:(gD 5 Z9 —�O 9G Fax:(r-Y) 67_' /6 E-Mail: S/-ZFyIG*5 B Cd i362"10e ;f/• NEF— AS TO OWNER: Sworn to and subscribed before me this ay of �'//� ,20 6ell State of Florida,County of Duval MARGARET MANAHAN Notary's Signature: MY COMMISSION#DD 232741 W-1 :;; EXPIRES:August 20,2007 ' BmdedThruNryPublicUnderwriters ❑ Personally known da Produced identification Type of identification produced L .� �• 106 AS TO CONTRACTOR: Sworn to and subscribed before me this day of 20 -el State of Florida,County of Duval MARTA J. LECCE Notary's Signature: Notary PubliC, State of Florida My comm, exp. Mar. 8, 2008 Personally known Produced identification Comm. N0. DD 297906 ❑ fication Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 Apr 17 04 01 : 28a Chris Morrissey 904-241 -1203 p. 2 City of Atlantic Beach April 21, 2004 Building and Zoning Attn: Sonya Doerr, Per your request,here are the impervious surfaced calculations for the Agee project we have submitted for permitting, located on 7'h street: Lot size: 150 x 50= 7500 sqft. House: 90 x 35 = 3150 sqft. Driveway: 31 x 16=496 sqft. Walkway: 100 sqft. Total: 3746sqft. Which equates to 49.9%of the 7500 sqft of the total lot. Understandably we are as close as we want to be to the 501/6 allowable. If you need anything further, please contact me at 219 8224. Thank you, RECEIVED CITY OF ATLANTIC REACH Christopher Morrissey APR 2 2 2004 Project Manager i 58 Builders Inc. BY: L __ ti Ss,y� CITY OF ATLANTIC BEACH �D. Fors �s BUILDING / ZONING DEPARTMENT -a-o�� fs1 r � j 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 0� , �I CQ Property Address: -2 1 Applicant: E5�3- 0 LAI L D 0 Project: This permit application has been: ❑ Approved ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: lea CITY OF ATLANTIC BEACH SS1 "} 800 SEMINOLE ROAD v ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027790 Date 2/27/04 Property Address . . . . . . 332 7TH ST Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor AGEE, JAMES OWNER 332 7TH STREET ATLANTIC BEACH FL 32233 ---------------------- ------------------------------ ------------------------ Permit TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 2/27/04 Valuation . . . . 0 Expiration Date . . 8/25/04 -------------------------------- -------------------- ------------------------ Special Notes and Comments REMOVE A 15" PALM AND A 12" PALM IN THE EXTERIOR ZONE TO BE MITIGATED WITH A 15" PALM ON SITE IN THE INTERIOR ZONE . Fee summary Charged Paid Credited Due ----------------- ---------- ------ ---- ---- ------ ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. a4� ; BUILDING OFFICIAL i i ' CITY OF ATLANTIC BEACH __ yr FLOOD PLAIN DEVELOPMENT INFORMATION Location: Lo T" 13 t3J p cv-- 15 ATL+V 7-7C Se ¢P,,q� , ELS 1 Type of Development: Flood Zone: x Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above H 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: TWs is6Woff-G�'.¢,D� e O-,7-10AJ 70 *Aj Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: .77( Survey filed with Building Department: Building Department Representative Revised 1/17/03 Apr 17 04 01 : 28a Chris Morrissey 904-241 -1203 p. 1 City of Atlantic Beach APR 2 2 2004 Building and Zoning Attn: Jennifer _ Here is the construction site for the Agee permit package. As I have submitted separate drainage and soil erosion plans,those should be referenced if not visible on this plan. STREET A'V-.ALT 9� Cpl /��✓_r 7TH 4a' _ (40.0- RIGH-1 Or• vMr� (t14l[RL1-JE OF ROAD~ ID`�yt7 cx LAA.O�ti u ~ �eaCorr or 1.w. V R'.ON PtK C(pn[R p n1tER C cOUNO i/lam RCR�a ��' ■�O �O'.^ IDI Nl1ACAT'QA d n0 IDEHrnCAMV 0 3' I` ^.7 Ck�•llo/j `- 2r GALVAMAD COfRE:, o -� �• t to v C wtl PIP[ TN RY O s O " 0 0� 7.s 1;j16° Q U o Lai v-w, In N o9 a� n Q t Q ` t- L1) Q ALJ : QNF STORY ce o d a MASONRY x v D05T:p J ' M a' v o 0 LO-115 O ``� ri D!_CCK 13 = U3 !n I k W o r - x x O LO O a 0 o` I r / Z LOT 3 � s�llo3 LOT P.LOD< � t I N o.ti o O' IO' ■` 0.4. - -N — - 5 off '0.2 0- ' 0 rOtwo 1?2" Lit+ PIPE N 89'57'36" W ra oD.jtRidllAT7JP[ Ka ;7[Nrl1cera, LOT 16 5QpZ' (MEASURED) t LOT z If you need anything additional let me know_ rr l 5 MIN. RETURN Brook 11761 Page 962 PHONE #-'D-q-kb NOTICE OF COMMENCEMENT State of FLOR-10-4-- Tax Folio No. County of PJ V A-,•— To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: I(D -aS aqC A-Na 1-t`IG Oe-acl-) t-e 1 Address of property being improved: h 3$fre-e-� 1 frC QedGhi L3-L.-A-33 General descri tion of improvements: f1 i-s I /1 5i r n Own . Address: Ta04esonvil te- FL- 3--aacP Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: 0 Address: ��. Contractor: V Address: C-oLi,(1 0 Phone No: sa - &M Fax No: - a - Surety (if any): Address: Amount of Bond$ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY NER Signed: Date: Before mp6is day of , a00 4 in the ounty 13949 of Duval, State of Florida,has personally appeared Q OVKeS &e-- Page• `-162 Notary Public at L ge, St a of Florida,C u of Duval. Filed & ReeOTd 02;03:37 PM My commission expires: f �„/� - 04/20/20� Personally Known: or jIM FULLERProduced Identification: L I �u5� enc J 0b CLDt�A COUNTY CIRCUIT CQT RECORDING f 5.00 1.00 ""'y' MARGARET MANAHAN TRUST FUND ' .';= MY COMMISSION#DD 232741 ,•a: EXPIRES:August 20,2007 npr, 01 04 01 : 21p Chris Morrissey 904-241 - 1203 p. 1 04/01/2004 12:59 904529761E MAP SHOWING BOUNDARY SURVEY OF LOT 13, BLOCK 6. ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5. PAGE 69. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. C'MIUI)RD TO: JAMES M.AGEE 50.013' (PLAT) S 8952'52" E —49.97• (MEASURED)- 7TH STREET (4o.o Arc"T a WAY) 9 `p 11 YAMgECA.� g u o - mc[tK wvlv.�r rw ,n_R[RAR ..% - - {UIRD �z-frb.Dip[ CORNER DF aITER='CbON No lo[N ncicAnaH . a3 •' - No rcR�i>ncA„oN _ aY L[I f1 3 T'LKYAn12E0 fop (n 0 •n�Pv[ - CQlk A[o �I�YII e �� dt 7.5`0 •...�.:,�� ], �\ Q ,r Q U wa �� . �"^ted• �� 4W �� UNE STORY o l a W a W •0A MASONRY 11..`` A POSTED / 3.12 , 0.3 ab- V v ,171 i LOT TS o N •u' cV o BLOCK 8 h -x-x x - o Lti c�/G �` �loD.l O ., I a 1 0 O ��• �ee v� � II O Z , LOT 13 I ( N BLOCK 8 I 111 1 LOT 11 - — o BLOCK 8 °I� o J. �� o �� ae • _ 60� o.o o z aT c rO M,D° pwc ,L;,m� °E r1 89-57'36" {IV O D w[unrcA,aN aN LOT 16 50.01' (MEASURED) LOT 12 BLOCK 8 50.00 (PLAT) BLOCK 8 SURVEYOR'S NOTE: ALL ELEVATIONS LOT 14 5HOWAI HEREON ARE BASED ON BLOCK 8 NATIONAL GEODETIC VERTICAL LEGEND. DATUM 1929. NOTES I AMPNO Or. _ SPOT CLEvATRJN _ R - RADIUS —x— .. FENCE - L = LENGTH O CONCRETE - - NOTES- REVISIONS ASSUMED S OOVO 00 r 1. BEARwGS ARE BASED ON THE ______-BEARING OF _.____ _____ALONG THE EASTERLY BOUNDARY LVE OF SUBJECT PARCEL- DATE DESCRIPTON 2, BY GRAPHIC PLNE DITwG ONLY THE CAPTIOD LANDS UN E WITWFLOOD ZONE R _ AS SHOIw ON TME NATIONAL FLOM P45URANCE MAP DATED APRIL 17, 1989, COMMUMTY NUMBER 110075,PANEL `.DODI D- ,I T46 SURVEY REFLECTS ALL CASEI+ENTS&MCHTS OF ArAY AS PER RECONOLU PLAT &,/OR TITLE CONMITUENT 6 SLIPPLILD- UNLESS OTHERM[SE STATED. NO OTHER TITLE VERIFICATION HAS BEEN PERFORATED BY THE UNDEFMCGNID A. TNrS SURV£T NDT VALID WTHOUT THE ORIGINAL SIGHATURC AND EMBOSSED SEAL OF THE CCRT,FYING SURVEYOR. JOB 0 23573 GATE Of FIELD SURVEY: 03-12-04 DATA OF ISSUE: 03-16-04 1 SCALE' 1 = 30' CERTIFICATE 2522 OafsSu-1 WAERi f,EATS j"I.T,,AAA[ LY•MS Vt L LER N7 R[pWSRAL O,AAGC JAek.o- ,, FIa.Taa 3220+ AND NEc,S 1H[r.I+.ur,[owlet SrANT M AS SET rMe I+•SNE r-LLTNDA (iTm,c)90A-309-5909 00,44D OF Pf0/t�L SUR�,NETOAS AND YAPPERS w C APitR 6107-4.rtGaDA (F.•) 904-.389-6175 ADrI1y IR ARYL( SFtUy! ROIAOA STA WTES. - CryAALE5 R, MC rNTDSN LICENSED(iU VNESr 16702 REGISTCRLD SURVEYOR ANO MAPPER B MDU STATE OF FLORIDA LAND SURVEYS O CONSTRUCTION SURVEYS O SUBDIVISIONS Apr 01 04 01 : 21p Chris Morrissey 904-241 -1203 p. 1 84/91/2604 12:59 9045297616 MAP SHOWING BOUNDARY SURVEY OF L07 13. BLOCK E. ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5. PAGE 69. OF THE CURRENT PUBLIC RECORDS OF DUVAI COUNTY. FLORIDA. CERTIFI13D TO: JAMES M.AGES 5D.OU (PLAT) S 89'52'52" E —49.97' (MEASURED)- 7TH STREET (40-0'PCHT OF WAY) coaRcRURc o•Row 9 � Z •.: EDGE OF ASPIM,TO r0UH0 Irl-R[8N1 .O� - S.;:. 1[UIND I 6iDN afPE CDTNER DF NTERT:ECTION NO IDENi1RCAIlONLLJ • 0.J' .O N11 ip[w KtEATOrt _ 0 ie VKvu. !�t _ T'LIZEO Ln Rflt PV[ I,• Ot AFD Q O W r PPE Via' o ul� U Q .� Q a WONE STORY o l a a W 0. •�• MASW ONRY 0.3 .a POSTED / 332 De v co _ LOT 15 0C) u' o BLOCK 8 WI o m r- 7.5 / - - x .V� `r I O �T LfJG, [n - I 0- C3 C3 Ia o o o Z LOT 13 BLOCK 8 LOT 11 BLOCK 8 0.Y 0.0 L rWND.n'ww wPE N 89'57.36 W r�'v ioc nnuTIDN No tGE+rwK/.Rm+ LOT 16 50.01' (MEASURED) LOT 12 BLOCK 8 50.00' (PLAT) BLOCK 8 SURVEYOR'S NOTE: ALL ELEVATIONS LOT 14 5HOWN HEREON ARE BASED ON BLOCK S NATIONAL GEODETIC VERTICAL DATUM 1929. LEGEND. N01ES ACR PIC _ —. • = SPOT ELEVATION R RADIUS —x_ .. FENCE - L = LENGIN O - CONCRETE NOTES REVISIONS A5511Mf6 5-� aD r' ALONG THE 1, BEARINGS ARE BASED ON THE __ BEAIRNO OF _____ f— I EASTERLY BWNOARY LVE OF SUBAC7 PMCEI- DATE DESCRIPTION __M__ A5 SHOWN OM N E 2. BY GRAPHIC PLDTTWG DNLY ME CAPTIONED LANDS UE VATHIN FLOOD LUNE PANEL NATIONAL FLOOD INSURANCE MAP DATED APRIL 17. 1989, C04MUWTY NUMBER 120075, 3. THIS SURVEY REFLECTS ALL CASEMENTS h RTOHTS OF WAY AS PER RECORDED PLAT R/OR TITLE COMMITMENT if SUPNLIED-UNLESS OTHERWSE STATED. NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSICNT:D A, TNIS SURVEY NDT VALID WTHOUT ME ORIGINAL SICHATURE AND EMBOSSCD SEAL OF THE CERTIFYING SURVEYOR. J08 Y 23573 DATE OF FIELD SURVEY: 03-12-04 DATE OF ISSUE: 03-16-04 SCALE- 1 = 30' CERTIFICATE S1R�a 2522 004 St—I t WA—CEN-V J"l 1 •E*AMS UNX LmxR NY atvlow R1t Ot1ACE doc.,o.twi�. cT—ld.3220+ A.D I•mr'AK Nw+.V•.nowluL srAND M AS SET FDRD.61 aE na+IDn (PNwtc)90a-3DB-398Y DOAAo (Fw) 90a-3B9-6175 AJWISIRARK CfpC+{�1�IN AW�YAPPRS '•G .M1DIW of } S.A'C YllMSTWYrs. }t(>IA`}RRUESK. MC W TOSH REGISTCRCO SURVEYOR ANO MAPPER V SLS02 STATE OF rLORI01 LICENSED BU9NESS 0 67'02 LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS A C.Ge Prose, / Apr. 01 04 01 : 21p Chris Morrissey 904-241 -1203 p- 2 04/01/2004 12:59 9045297616 MAP SHOWING BOUNDARY SURVEY OF LOT 13• BLOCK 6, ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5. PAGE 69. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFMD TO: SAMES M-AGES 50.00 (PLAT) S 89-5252" E —49,97- (MEASURED)- 7TH STREET »> i�° '�"" ,�°��a' OiL (10.0 RIGHT TK WAY) CLwTERUNE o>F m6C or 45PHALT cojw 1/7"RE BM �tr0 1 FTAIItl /� R+b�RPE CORNER Or Rl TIC?" CTWN No IX. Aclw &3 ` o' %o iop.TncAnw x'cA.v1wTE0 o CIO RED .r..t 7.5' 0a � p 7.5 �T O d"d'i�T ` O U Lo I Z. �. F-- LAJ � TTr��CCm/F�E�• CA ,_ Q WONE STORY o° W W 4 d E •` MASONRY POSTED / 332 ae m LOT 15 o IN N o BLOCK 8 ^ .\q l 0 lu �d % Lg Q; 0 A O Ic z LOT 13 S7/; BLOCK 8 LOT 11 a a. BLOCK B L 21 f�n�•v l7n- _ - o /he roVNo•7r RFw Rrr N 89-57-36" W fO:+'o bi Tv,c�ONA lam NR�annlFlcAnw LOT 16 50.01' (MEASURED) LOT 12 BLOCK 6 !>O.00' (PLAT) BLOCK 8 SURVEYORS NOTE: ALL ELEVATIONS LOT 14 SHOWN HEREON ARE BASED ON BLOCK S NATIONAL GEODEnC VERTICAL DATUM 1929. LEGEND: _ NOTR _ ACQPTTD flT' o SPOT ELEVATION R .. RADIUS —'x— - FENCE L = LENG IN O - CONCRETE - ^ NDTm REVISIONS 5 00'00'00" R _ALONG THE 1.dCARNGS ARE BASED ON THE ASSUTAED_dEAR1NG OF _. ___ EASTERLY BOUwDARY LINO OF SUBJECT PARCEL DATE DESCIhPTON FLODOX AS $HO11M ON 1HE 2. OT GRAPHIC PLOTTING ONLY THE CAPTIONCD LANDS UE VATHN. COM UNITY ZONE PANEL _ OoOI D NATIONAL FLOOD NSURANCE NAP DATED APRIL 17. 1889. COMMUNITY NUMBER 120075, 1 MI5 SUR%EY REr'LEC1S ALL EASEMENT5 h RIGHTS OF WAY AS PER RECORDED PIAT•/0R PILE COIIMITVCHT IF SuPPUED- UNLESS OtifRIR15E STATED. NO OTHER n7LE VERIFICATION HAS BEEN PERFORMED DY THE UNOERSINEO �. Tw5 SURVEY NOT VALID VATNOUI THF ORIGINAL SIGNATURE AND E]FBOSSCD STµ Of THE CERTIE YING SURVEYOR. JOB # 23573 DATE OF FIELD SURVEY 03-12-04 DATE OF ISSUL: 03-16-04 SCALE: 1 = 30 CERTIFICATE 2522 Oak 51-1 .NEK,rMMnrY 7, l,m15 KIRK*RAs VAUE UI DER rT REY(>wIi[kE pIARCi JackFIrIOa 32201 w+0 Nn"ME IEaWCAL STu LJIM AS AT FORTH OT mE RiY+OA (Phone) 9DA-3RD-.'A69 a.—Or RRi1FE��yl�t1A�'`IwSS1IURrA.r.NErtTYOl15 ANTI w-PPERS w O—IFR i1c,l-A,R07IOA (rw7 90+-309-6175 r� , nmOA SfanT(S. � 1 4r`✓'T,C ARLES X. MC INTO" REGI5TERCD SURVEYOR ANO MAPPER + 5502 STATE Or I-LO ^ UCENSEO BU9NESr, 16702 LAND SURVEYS O CONSTRUCTION SURVEYS O SUBDIVISIONS ��eV�n;,t•rT Apr 01 04 01 : 21p Chris Morrissey 904-241 - 1203 v p. 2 04/01/2094 12:59 9045297616 MAP SHOWING BOUNDARY SURVEY OF LOT 13, BLOCK 8, ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5. PAGE 69. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. CERTIFIED TO: JAMES M.AGEE 50.00 (PLAT) S 8952'52" E —49.97' (MEASURED)- 7TH STREET (W.0 RIOT OE WAY) -- m,Mftu E W ROM -a`ZIaW CDG[Or ASPr,.LI r OVND Irj'RE1- &3 PYC CORNER Or R1/FRYL00NDEu MCAlk CWEREDQ 5 7.5' I Q O o � W o Z) o. o US Q Q Q W W W ONE STORY O v� •`D• MASONRY POSTED / 332 as an- v y � s I LOT 15 o NC4 L) BLOCK 8 ^ uu7 'I Q W aD e d - L0 O o� d C7 O O S/ F Z LOT 13 BLOCK 8 LOT 11 pp BLOCK 8 JL/1 CSO !]Y1� o /7- �/,ce A, —�D-D `D.z A.3 IT row,rz RNx.RRE N 89"57'36" W roN,N T/z'uID,1.IPE 9R wIcAAM YO_77LOT 16 50.01' (MEASURER) LOT 12 BLOCK 8 50.00' (PLAT) BLOCK 8 SURVEYOR'S NOTEALL ELEVATIONS LOT 14 SHOWN HEREON ARE BASED ON BLOCK 8 NATIONAL GEODETIC VERTICAL DATUM 1929. LEGEND: NOTF�' .-_ ACTFPI[D Br SPOT ELEVATION R RADIUS ---%— = FENCE L = LENGTN - CONCRETE NDTmoo0000REVISIONS AS51RAE0 5 " IW _A 1.BEAfZtNGS ARE WSED OR THE __ BE LONC TRE EASTERLY BOUNDARY LINE Or SAJOACT PARCEL DATE DESUtIP710N 2-BT CAAPHIC PLOTTWG CNLY THE CAPTI0ACD LANDS LIE WITHIN FLA00 ZONE „ _ AS SHOWN Orr THE NATIONAL FLOOD INSURANCE MAP DATED APRIL 17. 1869. COMMUNITY NUMBER 120075,PANEL 0007 D, J- THIS SI REFLECTS ALL FASEMEN75 k RIGHTS OF WAY AS PER RECORDED PLAT!/OR TITLE COMMITMENT IF SUPPLIED1YILE5S OTHERWISE STATED. NO OTHER TITLE VERWCATON HAS BEEN PERFORMED DY THE UNDERSIGNED A. T"SURVEY NOT VALIO WITHOUT THF ORIGINAL SIGNATURE AND EHBOSSED SEAL OF THE CCRTrYANG SURVEYOR. JOB p 23573 DATE OF FIELD SURVEY 03-12-04 DATE OF ISSUE: 03-16-04 1 SCALE: 1" = 30' CERTIFICATE 2522 ORx Stl-I I NERER,r3T0ry 7rAi-BINS AA+KT R5 YAOE NImER YT Rt3rP Lt OIARCT ,IRrW,u.,,al e, r1w ICO 32201 AND YgETS TNF -,W%XC WCAL STANDARDS A5 AT FOUR By THE IRDWDA (PADne) 6UA-3BB-:ABY OOARO Or A1IDT[SL _SURVEYORS AND YAPPERS mCHARTER 61CT1-A,rLOIgA (Fo.l 904-389-6175 AmwsPeArloc c -?�s0 rM socrleu,.T7.on.r1,gMr:sr..0 LES. ' CHARLES MC IN TUSH UCENSEb 6U9N(.S^.a 16702 PIC15TERC0 SUR%CY0R ANO YAPPER / 5502 STATE Or rl.KICA LAND SURVEYS O CONSTRUCTION SURVEYS O SUBDIVISIONS MAP SHOWING BOUNDARY SURVEY OF LOT 13, BLOCK 8, ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: JAMES M.AGEE 50.00' (PLAT) S 89'52'52" E -49.97' (MEASURED) 7TH STREET ASPHALT L —t�6��xo ,O .-ST (40.0 RIGHT OF WAY) CENTERLINE OF ROAD ORM �AAANHOL O 1 h EDGE OF ASPHALT FOUND 1/2" REBAR "O6 FOUND 1/2" IRON PIPE CORNER OF INTERSECTION NO IDENTIFICATION • 0.3' NIP .O'■ NO IDENTIFICATION 0.0' \1-00. LLJ 300.00' (PLAT) _ I u- 2" GALVANIZED WELL PIPE 1 COVERED N06 0 ~- ENTRY O Q °7 7.5 35.0;;gyp 7.5' ^ W 1 1/2" W O WELL F JP PIPE Q W a ONE STORY lob - W Q W OJ. 1° MASONRY a 0 a ..i POSTED # 332 0.6' o 00 ° �� r O LOT 15 o N •,09 N BLOCK 8 0d � o Iv- 7.5'16.9' • !W oN11!19 h 1e a ° !3 0X-X-XO ' 8.0' O ul 0.4O O O O O I O O •�° ,op O Z LOT 13 I N BLOCK 8 LOT 11 BLOCK 8 I 5 . I I 7 p 0.6 p O.O' 0.2 0.5' 0.0' FOUND 1/2 IRON PIPE N 89.57'36" W FOUND 1/2" IRON PIPE NO IDENTIFICATION NO IDENTIFICATION LOT 16 50.01' (MEASURED) LOTBLO128 BLOCK 8 50.00' (PLAT) SURVEYOR'S NOTE: ALL ELEVATIONS LOT 14 SHOWN HEREON ARE BASED ON NATIONAL GEODETIC VERTICAL BLOCK 8 DATUM 1929. LEGEND: NOTES: ACCEPTED BY: a •moo = SPOT ELEVATION R = RADIUS —X— = FENCE L = LENGTH O = CONCRETE ;REVISIONS NOTES: ASSUMED S 00'00'00" W BEARING OF ALONG THE I- BEARINGS ARE BASED ON THE ______ --------------- DATE DESCRIPTION ,u.1c ng cI IR.IFr..T PARC L. Apr 01 04 01 : 21p Chris Morrissey 904-241 -1203 p. 1 84/01/2004 12:59 9845297616 MAP SHOWING BOUNDARY SURVEY OF LOT 13, BLOCK 6. ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5. PAGE 69. OF THE CURRENT POEiUC RECORDS OF DUVAL COUNTY, FLORIDA. CERTffMr)TO: JAMES M.AGEE 50.00' (PLAT) S 69'52'52" E —49.97' (MEASURED)- 7TH STREET a- "5° "`1 .p �0 0' (+V.o'Rlcur or WAY) ANHQ� [Dct OF ASPIIALT ruU 1A-RCBA11 ,ob 1 FUIIND�/2�KiON—c CORNER Or INTER4cnDN NOIOENRHCATION . a1' ` v- .O,O[nTL1UATN]N DO' o.r LAJ ED n 3 T'�Alvo Ln Q n pi 7.S T:.P 7• ^ Q W W t o { OC < �' Ul Q W v ONE STORY e o Lj Q W d •�• MASONRY - J - POSTED/ 332 v v DO a LOT 15 o04 moo? N o BLOCK 8 0 d / � 0.: IAO• - � ..a; O t o z0 LOT 73 I N BLOCK 8 I n 111 I I LOT it BLOCK 8 D.D O.z aT c rwNo In-IITO.wvE N 69'57136" W JO""'D 1n-ROM-IPE ND rpF,T6,CARON NV"'ENTE1CA'pn LOT 16 50.01' (MEASURED) LOT 12 BLOCK B 50.00 PLAT BLOCK 8 SURVEYOR'S NOTE: ALL ELEVATIONS LOT 14 SHOWN HEREON ARE EASED ON BLOCK B NATIONAL CEDOETIC VERTICAL LEGEND. DATUM 1929. Mons AElsvtE - .'� SPOT ELEVATION R - RACOUS —x_ _. FENCE _ L = LENGIN O . CONCRETE - - NOTE5- REVISIONS AsSu.ED s oova OD' W 1. BEARINGS ARE BASED ON W BEARING or ___ ___ALONG THE EA5T-RLY BOUNDARY LNE OF SUBJECT PARCEL DATE DESCRIPTION 2. BY GRAPHIC PLOTnMC ONLY THE CAPTIONED LAN95 UE WITHIN ROOD LONE K A5 SHOWN ON TNC NATIONAL FLOOD rASURANCE MAP DATED APRIL 17, 190Nh1Uw 9. COTY NUMBER 12DO75,PANEL OODI D 1. THIS SURVEY REFLECTS ALL EASEMENTS k PoONTS OF WAY AS PER RECORDED PLAT t/OR TITLE COMWTNENT W SUPPLItD- UNLESS OTHERWISE STATED. NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED l INS SURLET NOT VALID WITHOUT THE ORIGINAL SIGNATURE ANO EMBOSSED SIAL OF THE CERTIFYING SURVEYOR. JOB d 23573 GATE OF FIELD SURVEY: 03-12-04 DATE OF ISSUE: 03-16-04 SCALE 1 = 30' CERTIFICATE 2522 OOK Street ,KAERf CPT"IHAX.1 StIRvET M5%AUX EAIDER.Y RE}1Y16I21i OIARU Jp<N.enwl<.FIAnaA 3220+ A� .EE1S T.A.-"nowr STAAD M Al STT 1021.01 1„E nanOA (ft—)901-189-5909 DOARO O1 P*UR-iWE"AL SURIEY025 AHD YAPPERS IN C.APRR 61617-9.FLORIDA (Fo) 90A-189-6175 AD )NARK Cf}OC�{PSIIyWT TO SEYI,�FLORIDA 51—TES. CHARLES K. NC NTOSN LICENSED PKJI SS 0 6702 REQSTERED SURWYOR ANO NAPPER ■'x502 STATE OF FLORIDA LAND SURVEYS O CONSTRUCTION SURVEYS O SUBDIVISIONS rc 1.��qe l n Aaee Tragici— Apr 01 04 01 : 21p Chris Morrissey 904-241 -1203 v p• 2 04/01/2094 12:59 9845297616 MAP SHOWING BOUNDARY SURVEY OF LOT 13, BLOCK 6. ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5. PAGE 69. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFMO TO: LAMES M-AGEE 50.00 (PLAT) S 89'52'52" E —49.97' (MEASURED)- 7TH STREET (A0.0 RIGHT OF WAY) R tdfCnulfE�.ow-~-,OCe �O- E04t IF ASPHALT //]] fpAp I/7-REBM .�� .O� 0 i0D.Ti1CARpN CDANER OF MTERSCCTOx Ap,Dc.nRCAIION • aS -......�. 0.2 MEQ U _ CO"C PED u� a E o DI • Q 7.5- O tA, ^ a i-...' W o ir N Q W ONE STORY o° o W < LLJ d •`D• MASONRY a •. 7 v _ POSTED / 3-12 as v LOT 15 o BLOCK 8 s+ 0 I I o 0 0 W'x-x Lr) o 9) O a I .. 0 1 � Si l� /'er�•z Z LOT 13 SA BLOCK 8 LOT 11 _ BLOCK B /T �c the ai o �SD 60+' 040 `D.z —I r nON A.E N 89"57IT IxIGRONLor 16 50.01' (MEAURE ) B ocK e BLOCK 9 50,00 (PLAT) SURVEYOR'S NOTE: ALL ELEVATIONS LOT 14 SHOWN HEREON ARE BASSO ON NATIONAL G£ODEnC VERTICAL BLOCK 8 OATIpA 1929. LEGEND: MO ACtYPf[D Rr ,`�• = SPOT ELEVATION p RADIUS ---x— - FENCE L = LENGTH O - CONCRETE REVISIONS NOTES ASSLAAED 5 a0'oo 00" w ALONG INE 1.BEARRNGS ARE BASED ON THE ____ BENRNG ---- EASTERLY BOUNDARY LINE Of SUBJECT PARCEL- DALE 0ESCIRPTI0N 2- 8Y GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS UE WITHIN FiD00 LONE x _ AS SHOWN00. ME NATIONAL FLOOD INSURANCE NAP OATEO APRIL 17. 1089. COMMUNITY NUMBER 120075.PANEL COMMITMENT 1. 71115 SUR1£Y REFLECTS ALL CASEMENTS k RIGHTS OF WAY AS PER RECU+DED PLAT•/OR IF SUPPLIED-UNLESS OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED A. THIS SURVEY NOT VALID VAT1U0UT THF ORIGINAL SIGNATURE AND E)ABOSSED SEAL OF THE CERTIFYING SURVEYOR. JOB ¢ 23573 DATE OF FIELD SURVEY' 03-12-04 DATE Of ISSUL: 03-16-04 SCALE- 1- = 30' CERTIFICATE 2522 DPM SLIe[I ARB1'ST'It n OPA ) ,,j FlWloo 17204 -0 RPS " NrtoS5NORPRS A.ryD DA (e,—) JOOAO< RDFWm ¢TR -fLOL�ETA-TS (Fm) ApR4 - CHARLES K. HC INTO" REGISTERCO SUR„EYOR ANO M PPER N 5501 STATE OF fLO, LICENSED BOVNESy 16702 LAND SURVEYS O CONSTRUCTION SURVEYS O SUBDIVISIONS MAP SHOWING BOUNDARY SURVEY OF LOT 13, BLOCK 8, ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: JAMES M.AGEE 50.00' (PLAT) S 8952'52" E 49.97' (MEASURED) 7TH STREET ASPHALT p6 1 pti (40.0' RIGHT OF WAY) —� CENTERLINE OF ROAD TORM ,cb MANHOL1Q, Ey � EDGE OF ASPHALT FOUND 1/2" REBAR X06 6 FOUND 1/2' IRON PIPE CORNER OF INTERSECTION NO IDENTIFICATION • 0.3' •�° °• NO IDENTIFICATION 0.0' X7.0' 0.2' LLJ y "'b• ` °� 300.00' (PLAT) N :5 n } n 3 2" GALVANIZEDI0 ~ 0 WELL PIPE'�\ .�0 ,1' COVERED 1O� y NTRY O < = o} 7.5 35.0';p 7.5' n (0, /2" F�y"0 w v 0 WELL PPE P o o (n y • () < NQ Q Q W o' ONE STORY �o� �o W Q Ld Q ` MASONRY X m J v POSTED N 332 03 0.6' �/ d \,. r LOT 15 o 0 • p° N o BLOCK 8 Ln 1L) O o U) tl-1 16.9' 7.5 W o 10 ,O 3 t 0' • coX'X X ' '�° N 1 Lo 0.4 18.0 •`° 0 1p7 O\° 0 p 9 a • .�° a 0 �O Z (n LOT 13 III BLOCK 8 LOT 11 I p a o BLOCK 8 �o � 0.4' 0.0' 0.2' 0.5' 0.0' FOUND 1/2 IRON PIPEN 89.57'36" WFOUND 1/2" IRON PIPE NO IDENTIFICATION NO IDENTIFICATION LOT 16 50.01' (MEASURED) LOT 12 BLOCK 8 50.00' (PLAT) BLOCK 8 SURVEYOR'S NOTE: ALL ELEVATIONS LOT 14 SHOWN HEREON ARE BASED ON BLOCK 8 NATIONAL GEODETIC VERTICAL DATUM 1929. LEGEND: NOTES: ACCEPTED BY: a •° = SPOT ELEVATION R = RADIUS —x— = FENCE L = LENGTH O = CONCRE'E NOTES- , 1. BEARINGS ARE BASED ON THE _ASSUMED__ BEARING OF __S ----00_W _ ALONG THE CACTCPI v QnI IM r)APY I INF hF CLJR.IFCT PARCEL. F nnTC' IhFCf RIP TI("1N FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Agee addition Builder: 58 Builders Address: 332 7th St Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Jim & Carla Agee Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:24.0 kBtu/hr 3. Number of units,if multi-family I _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap:36.0 kBtu/hr - 5. Is this a worst case? No - SEER: 12.00 _ 6. Conditioned floor area(ft2) 2974 ft2 c. N/A _ 7. Glass area&type Single Pane Double Pane a. Clear glass,default U-factor 0.0 ft2 344.0 ft2 _ 13. Heating systems b. Default tint 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap:24.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF:7.10 - 8. Floor types _ b. Electric Heat Pump Cap:36.0 kBtu/hr a. Slab-On-Grade Edge Insulation R=0.0, 107.0(p)ft _ HSPF:7.10 _ b. N/A _ c. N/A c. N/A j 9. Wall types _ ! 14. Hot water systems a. Frame,Wood,Exterior R=11.0,2054.0 ft2 a. LP Gas Cap:40.0 gallons b. N/A _ EF:0.54 _ c. N/A _ b. N/A _ d. N/A _ e. N/A c. Conservation credits _ 10. Ceiling types - (HR-Heat recovery,Solar a. Under Attic R=30.0, 1714.0 ft2 _ DHP-Dedicated heat pump) b. Under Attic R=19.0,93.0 ft2 _ 15. HVAC credits _ c. N/A (CF-Ceiling fan,CV-Cross ventilation, ]I. Ducts HF-Whole house fan, a. Sup:Con. Ret:Con. AH:Attic Sup.R=6.0, 125.0 ft _ PT-Programmable Thermostat, b. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0, 150.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Total as-built points: 36051 Glass/Floor Area: 0.12 PASS Total base points: 37788 I hereby certify that the plans and specifications covered Review of the plans and TLiE ST by this calculation are in compliance with the Florida specifications covered by this o4 - aT� Energy Code. calculation indicates compliance c� with the Florida Energy Code. - PREPARED BY: Before construction is completed /I o DATE: /I ''2�,, 1 ":2 L2 this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes. C0D WEA OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Z 6 EnergyGauge®(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 332 7th St, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2974.0 20.04 10727.8 Double, Clear W 1.5 16.0 30.0 38.52 1.00 1150.7 Double, Clear S 1.5 16.0 45.0 35.87 0.99 1600.1 Double, Clear S 1.5 16.0 8.0 35.87 0.99 284.5 Double,Clear S 9.0 6.0 16.0 35.87 0.47 271.5 Double, Clear E 1.5 16.0 40.0 42.06 1.00 1674.2 Double,Clear W 1.5 6.0 70.0 38.52 0.91 2463.0 Double, Clear S 1.5 6.0 45.0 35.87 0.86 1381.9 Double, Clear S 1.5 6.0 8.0 35.87 0.86 245.7 Double, Clear E 1.5 6.0 52.0 42.06 0.91 1996.4 Double,Clear N 1.5 6.0 30.0 19.20 0.94 540.7 As-Built Total: 344.0 11608.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood, Exterior 11.0 2054.0 1.70 3491.8 Exterior 2054.0 1.70 3491.8 Base Total: 2054.0 3491.8 As-Built Total: 2054.0 3491.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 20.0 6.10 122.0 Exterior 20.0 6.10 122.0 Base Total: 20.0 122.0 As-Built Total: 20.0 122.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 17140 1.73 2965.2 Under Attic 30.0 1714.0 1.73 X 1.00 2965.2 Under Attic 19.0 93.0 2.34 X 1.00 217.6 Base Total: 1714.0 2965.2 As-Built Total: 1807.0 3182.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 107.0(p) -37.0 -3959.0 Slab-On-Grade Edge Insulation 0.0 107.0(p -41.20 -4408.4 Raised 0.0 0.00 0.0 Base Total: -3959.0 As-Built Total: 107.0 -4408.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 2974.0 10.21 30364.5 2974.0 10.21 30364.5 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 332 7th St, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Summer Base Points: 43712.4 Summer As-Built Points: 44361.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 44361.3 0.400 (1.000 x 1.147 x 1.11) 0.284 1.000 6740.9 44361.3 0.600 (1.090 x 1.147 x 1.11) 0.284 1.000 10111.4 43712.4 0.4266 18647.7 44361.3 1.00 1.336 0.284 1.000 16852.3 EnergyGauge"" DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 332 7th St, Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2974.0 12.74 6820.0 Double, Clear W 1.5 16.0 30.0 20.73 1.00 622.7 Double, Clear S 1.5 16.0 45.0 13.30 099 595.3 Double. Clear S 1.5 16.0 8.0 13.30 0.99 105.8 Double. Clear S 9.0 6.0 16.0 13.30 3.28 696.8 Double, Clear E 1.5 16.0 40.0 18.79 1.01 756.1 Double, Clear W 1.5 6.0 70.0 20.73 1.02 1485.0 Double,Clear S 1.5 6.0 45.0 13.30 1.12 668.7 Double, Clear S 1.5 6.0 8.0 13.30 1.12 118.9 Double,Clear E 1.5 6.0 52.0 18.79 1.04 1011.9 Double, Clear N 1.5 6.0 30.0 24.58 1.00 739.1 As-Built Total: 344.0 6800.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood, Exterior 11.0 2054.0 3.70 7599.8 Exterior 2054.0 3.70 7599.8 Base Total: 2054.0 7599.8 1 As-Built Total: 2054.0 7599.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 20.0 12.30 246.0 Exterior 20.0 12.30 246.0 Base Total: 20.0 246.0 As-Built Total: 20.0 246.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1714.0 2.05 3513.7 Under Attic 30.0 1714.0 2.05 X 1.00 3513.7 Under Attic 19.0 93.0 2.70 X 1.00 251.1 Base Total: 1714.0 3513.7 As-Built Total: 1807.0 3764.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 107.0(p) 8.9 952.3 Slab-On-Grade Edge Insulation 0.0 107.0(p 18.80 2011.6 Raised 0.0 0.00 0.0 Base Total: 952.3 As-Built Total: 107.0 2011.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 2974.0 -0.59 -1754.7 2974.0 -0.59 -1754.7 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 332 7th St, Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT Winter Base Points: 17377.1 Winter As-Built Points: 18668.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 18668.0 0.400 (1.000 x 1.169 x 1.10) 0.480 1.000 4785.3 18668.0 0.600 (1.069 x 1.169 x 1.10) 0.480 1.000 7177.9 17377.1 0.6274 10902.4 1 18668.0 1.00 1.334 0.480 1.000 11963.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 332 7th St, Atlantic Beach, FI, PERMIT#. BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 40.0 0.54 3 1.00 2412.00 1.00 7236.0 As-Built Total: 7236.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 18648 10902 8238 37788 1 16852 11963 7236 36051 PASS p4TFIE STg1�o C 41 � civ p rl co�W.E EnergyGaugeT"" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 332 7th St, Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sg_ft.window area 5 cfm/sg_ft.door _..-— -- Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate __ Floors 606.1.ABC.1.2.2 Penetrations/openings X1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed i I to the perimeter,penetrations and seams. _........._- Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor,around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations-and-seams-.- Recessed enetrationsand_seams.Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed, or Type IC or non-IC rated, installed inside a I < I sealed box with 1/2"clearance&3"from insulation; or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration 606.1.ABC.1.3 ; Exhaust fans vented to outdoors,dampers combustion space heaters comply with NFPA, refits have combustion air,_-____-_ 6A-22 OTHER PRESCRIPTIVE MEASURES-(must be met or exceeded by-all res__idencesJ. COMPONENTS ISECTION REQUIREMENTS___ 7CHICK --- --- Water Heaters i 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. — Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer. Gas spa&pool heaters must have a minimum thermal efficiency of 78%. I_ Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. I--- - —- -- -- ---. --- Air Distribution Systems 610.1 All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically attached,sealed. insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min. insulation. HVAC Controls 607.1 , Separate readily accessible manual or automatic thermostat for each system. - -- - -- . ......- - Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGauge7m DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.0 The higher the score,the more efficient the home. Jim & Carla Agee, 332 7th St, Atlantic Beach, FI, 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:24.0 kBtu/hr - 3. Number of units,if multi-family 1 - SEER: 12.00 - 4. Number of Bedrooms 3 - b. Central Unit Cap:36.0 kBtu/hr - 5. Is this a worst case? No - SEER: 12.00 - 6. Conditioned floor area(ft2) 2974 ft' a N/A - 7. Glass area&type Single Pane Double Pane - - a. Clear-single pane 0.0 ft2 344.0 ft2 - 13. Heating systems b. Clear-double pane 0.0 ft2 0.0 112 - a. Electric Heat Pump Cap:24.0 kBtu/hr - c. Tint/other SHGC-single pane 0.0 ft2 0.0 ft2 - HSPF:7.10 - d. Tint/other SHGC-double pane b.Electric Heat Pump Cap:36.0 kBtu/hr - 8. Floor types - HSPF:7.10 - a. Slab-On-Grade Edge Insulation R=0.0, 107.0�p)ft - c. N/A - b.N/A - - c. N/A 14. Hot water systems 9. Wall types - a. LP Gas Cap:40.0 gallons - a. Frame.Wood,Exterior R=I 1.0,2054.0 ft2 - EF:0.54 - b.N/A - b.N/A - c. N/A - - d. N/A - c. Conservation credits - e. N/A (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0, 1714.0 ft2 - 15. HVAC credits b.Under Attic R=19.0,93.0 ft2 - (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH:Attic Sup.R=6.0, 125.0 ft - MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0, 150.0 ft MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) ��CKE S74?� in this home before final inspection.Otherwise,a new EPL Display Card will be completed ` based on installed Code compliant features. LW Builder Signature: Date: a Address of New Home: City/FL Zip: _ c0D wle *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar7mdesignation), your home may quay for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge®(Version: FLRCPB 0.30) AL RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Down Energy Design Systems Job: 3M6/04 1065 Oak dale Rd,Jacksonville.FI 32259 Phone 9042,3-5339 Fax 904-287-1258 Email..eneng,desi in(ij�comcast net ProjectN ! For: Agee addition 332 7th St, Atlantic Beach, FI Notes: ppsign • e Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 3F Inside db 72 OF Inside db 72 OF Design TD 33 °F Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 13404 Btuh Structure 16149 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 IF Design heat load 13404 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 15664 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3211 Btuh Area (ftz) 1260 1260 Total latent equip. load 3901 Btuh Volume (W) 11340 11340 Air changes/hour 0.68 0.39 Total equipment load 19566 Btuh Equiv. AVF (cfm) 128 73 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. vvrightscDoft Right-Suite P.esidential""5.0 F8 RSR297 84 2004-Mar-17 18 04 38 C Documents and Sett ngslcustorner\,My DocumentstWrightsoft'tAgee addib on rsr Paae 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zane Up qrw "I Energy Design Systems Job: 3116104 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone 904287-5339 Fax 904-287-1258 Email.energy/design@cerncast.net Pr9ject Information For: Agee addition 332 7th St, Atlantic Beach, FI Notes: ! - gn Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 23178 Btuh Structure 22225 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 ='F Design heat load 23178 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 21559 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 4634 Btuh Area (ft2) 1714 1714 Total latent equip. load 5324 Btuh Volume(W) 15426 15426 Air changes/hour 0.72 0.41 Total equipment load 26882 Btuh Equiv. AVF (cfm) 185 106 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 °F Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. \Af r1Sj 'l tS4Z> t Flight-Suite Residential T"5,0 66 RSP29784 2004-Mar-17 18.04:38 t Page 2 A CADocuments and settingsk.ustomerM.Ay DocumentsMrightsoidkgee addit on rsr f3 CITY OF ATLANTIC BEACH r, 800 SEMINOLE ROAD j r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029014 Date 9/16/04 Property Address . . . . . . 332 7TH ST Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---------- ------------- - ------------------------ AGEE, JAMES MIKE MERRITT HEATING & AIR 332 7TH STREET 1033 BLANDING BLVD UNIT 305 ATLANTIC BEACH FL 32233 ORANGE PARK FL 32073 (904) 264-5444 ---------------------- ------------------------------------------------------ Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 115 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 115 . 00 115 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 115 . 00 115 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING RAPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. , C , INK BuiLTNG-UFFicTAL �S rlillJV rs CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Property Address: 7 ST Owner: �� Telephone #• Contractor: ,c..f/iCt; A44elT Telephone#:c2&4-54¢4 Contractor Address:/C133 �� / ,�u.�. '#3aS7 Fax#:c?� -UG Pa In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric ❑ Gas: _LP _Natural _Central Utility ❑ Oil ❑ Other-Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK FY Heat —Space _Recessed --central _Floor ®/ Residential lid Air Conditioning: _Room ✓(`entral QY Duct System: Material Thickness ❑ Commercial Maximum capacity 2�� cfin ❑ Refrigeration 9 - New Building ❑ Cooling Tower:Capacity gpm E3 Fire Sprinklers:Number of Heads El Existing Building ❑ Elevator: _- Manlift Escalator (Number) ❑ Replacement of Existing System C3 Gasoline Pumps (Number) ❑ Tanks (Number) Ril' New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers �,/ L3 Gas Piping ❑ Other-Specify/tdbT7y� ❑ Other-Specify LIST ALL EQUIPMENT ' AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency 6E y6 o 3,-. CitAel,,!;� c. 3 8 e V6 0a 4 &K 2, L)L- HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units ��Description Model# Manufacturer BTU's Agency i �i9//7"" yc:-X4 j9,c.)9o4Z i� i — jr-f-, 4 BA-�Foa 4 C4 e4l&Z Zd apt: UL TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us CITY OF ATLANTIC BEACH s f 800 SEMINOLE ROAD !r3- ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029044 Date 9/22/04 Property Address . . . . . . 332 7TH ST Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - - ----------------------- -------- --------------- 58 BUILDERS SAWYER GAS COMPANY 332 7TH STREET 411 PABLO AVENUE ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-6471 ------------------------------------------------------ Permit . . . . . . MECHANICAL PERMIT Additional desc . Permit Fee 70 . 00 Plan Check Fee . 00 Issue Date . . . Valuation 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- --------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. s BU G OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Property Address: I L Lk, Owner: Soo Telephone#: Contractor: Telephone #: "Z ZAP` `LJ'1 Contractor Address: 91 Fax#: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: ❑ Electric ❑ Gas: LP _Natural _Central Utility ❑ Oil ❑ Other–Specify_ MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat —Space _Recessed _Central —Floor 'l Residential C] Air Conditioning: _Room _Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacitycfm El Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm El Fire Sprinklers:Number of Heads ❑ Existing Building ❑ Elevator: _– Manlift Escalator (Number) El Replacement of Existing System �S— ❑ Gasoline Pumps (Number) ❑ Tanks (Number) 12k New Installation ❑ LPG Containers (Number) (No system previously installed) 3� ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers Gas Piping ❑ Other-Specify Other–Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency So Cr A tie VXMr=1z1 cui VA4 —71 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us CITY OF ATLANTIC BEACH '` f 800 SEMINOLE ROAD r ATLANTIC BEACH, FLORIDA 32233 `y INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028125 Date 9/22/04 Property Address . . . . . . 332 7TH ST Tenant nbr, name . . . . . . 2 STORY FRAME ADDITION Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 231000 Owner Contractor - ------------------------ ----------------------- AGEE, JAMES 58 BUILDERS INC 332 7TH STREET 5803 C.R. 209 SOUTH ATLANTIC BEACH FL 32233 GREEN COVE SPRINGS FL 32043 (904) 529-8086 -------------- ------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . HOFFMAN PLUMBING INC Permit Fee 161 . 00 Plan Check Fee 00 Issue Date Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- --- Permit Fee Total 161 . 00 161 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 161 . 00 161 . 00 . 00 . 00 Z PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUIL CIAL • Sep - 21 . 2004 8 : 15AM No - 1916 P . I r ' CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICA'T'ION _ CITY 0Fs_ � 16i F c� B1J ATLANTIC BEACH ILD! A, ZON nG I i SEP 2 f 2004 Date: 6. o Property Address: _332— TM S?, �r Owner: 'cl E-F Telephone#: Contractor: nJLi,u,t�y�t� Telephone Contractor Address: --0, Kc.Y l X70 0 3 Zoe► 1 Fax#: in consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Bcach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard plumbing Code. Plumbing Type: If other construction is being done on this building or site, New list the building permit number: Q Re-pipe o 000zSir25 Number of Fixtures: Bath Tubs 2-- Showers Closets Shower Pans Dishwashers 2 Sinks Disposals Udnals l~loon Drains Washing Machine S lavatory ,rte Water Sewer Water Heaters EX try Other Fees Permit Issuing Fee: $35.00 � � Total Fixtures : --- X$7-00 + $35.00 — 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904)247-5845. http://www.ci.atlantic-beach.fl.us Revised 1/04 �S => CITY OF ATLANTIC BEACH s� yy I i� 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028125 Date 8/16/04 Property Address . . . . . . 332 7TH ST Tenant nbr, name . . . . . .. 2 STORY FRAME ADDITION Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 231000 Owner Contractor - ------------------------ ---------- ------------- AGEE, JAMES 58 BUILDERS INC 332 7TH STREET 5803 C.R. 209 SOUTH ATLANTIC BEACH FL 32233 GREEN COVE SPRINGS FL 32043 (904) 529-8086 ------------------ ------------------------------ Permit ELECTRICAL PERMIT Additional desc 400AMP, 1PH, 3W, 240V Sub Contractor AMERICAN ELECTRICAL CONTRACTOR Permit Fee . . . . 145 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ---------- ---- --- 145 . 00 145 . 00 . 00 . 00 . 00 . 00 . 00 . 00 145 . 00 145 . 00 . 00 . 00 City of Atlantic back w:et MOB RECEIPT +H Opera CKOf1= Types OC Wooer: 1 gate: 8/16!94 91 Receipt nos 78724 leseription Guntity Aeount 25 W IUIIJII6 POMITS 1.99 $145.99 Tender detail CK OECKS 6251 $145.99 Total tendered $145.99 Total parent Trans dates 6/16/94 Tine: 12:29:93 fH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES BUILDING OFFICIAL r CITY OF ATLANTIC BEACH j ELECTRICAL PERMIT APPLICATION Date:. IProperty Address: 33,2 1-17iI J G Owner: j iEC� F�/ Telephone 4:p��9 Contractor: 1�/rl� a� l1 (�K�(� Telephone #: Contractor Address: dzrr25n s7Fax #: �31 l�J i —--, I In consideration of permit given for doing the work as described in the above statement. %ve hereby agree to per-form said wor': 7 accordance with the attached plans and specifications which are a part hereof and in accordance with the City of:atlantic Beac ordinance and standards of good practice listed therein. Building: BuIIdina Type: L] Trailer Service: If ort,cr New Of— Residence ❑ Tentp. New being done on this bui:dic_ a� Old ❑ Commercial C3Signs ,.oW increase Orsitc.listtltebn;ldinr ❑ Re-wire E (,';P Addition Sq. Ft. 13 Repair ( 11 Dullnlb ry,S Conductor Size: AMPS: COPPER ALUMINUM - Switch or -- Breaker I AMPS 'j PHW VOLT (� WAY Existing Servicc ( R ACF _Size I AMPS PH VOLT Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED 1 OPEN zjj 1 31 , Switches ! Incandescent Fluorescent &. j IvL V. Fixed I o.loo AhdPs OVER BELL Appliances TRANSFER. Air H.P.RATJ_NG H.P. RATING CEILING i Ktv_ t Conditioning COMP. MOTOR ` OTHER MOTORS AMPS HEAT Motors 0-] H.P. VOLTAGE PH NO. OVER-i N.P. ; PHS r UNNDE 600V I OVERFnn - Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Sign i -- Miscei.ianeous I 800 Seminole Road- Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 - Fax: (904) 247-5545 - http://,svw.w.ci.atlantic-beacb.f7.us CITY OF 4&4#dI,c 3wcA -A;fifiY d' 4 Office of Building Official REQUEST FOR INSPECTION Date "' l Z Permit No. Time A.M. Received P.M.9 z e� Job d ess ' cality Owner's Name Contractor (: E!!:S�coting ONCRETE ELECTRICAL PLUMBING MECHANICAL❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTIO A.M. on. dQss� Wed. Friday P.M. Inspection Made —P.M. Inspector Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date 1 ar,V i vi 1 Ford, Don From: james.m.agee@accenture.com Sent: Thursday, April 29, 2004 12:29 To: Ford, Don Subject: Issuance of Building Permit 4/29/2004 Don, I met with you several months ago to review plans for an addition at 332 7th Street, in Atlantic Beach. Since then I have finalized my plans and have had them submitted to the Building Department for the issuance of a Building Permit. I travel during the week and my wife told me last night that there was an issue to be resolved before the permit can be issued. As I understand the issue, we are being asked to remove an existing stove, sink and refrigerator before a permit will be issued. This will create a hardship on my mother in-law and father in-law. During the first 3 to 4 months of the construction of the new addition, we will move them to a townhouse in St. Augustine. At the end on that time, they are moving back into the existing home to live. The construction of the addition will continue for another 3 to 4 months. During this time they will need the stove, refrigerator and sink. Would it be possible to issue the permit and we remove these items when the addition is complete and before my wife and I move in? Your help in this matter will be greatly appreciated. Regards, Jim Agee Mobile: (404)435-8448 email: jamesagee@sprintmail.com This message is for the designated recipient only and may contain privileged, proprietary, or otherwise private information. If you have received it in error, please notify the sender immediately and delete the original. Any other use of the email by you is prohibited. 5/3/2004 r , t' CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD J v ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 /DI3 9� Application Number . . . 04-00027790 Date 2/27/04 Property Address . . . . . . 332 7TH ST Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---------- ------------- - ------- ----------------- AGEE, JAMES OWNER 332 7TH STREET ATLANTIC BEACH FL 32233 ---------------------------------------- --- ---- ----------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . 00 Plan Check Fee . 00 Issue Date . . . . 2/27/04 Valuation . . . . 0 Expiration Date 8/25/04 ----- --- ------------------------ ----- ----- ----- ----- ------------------------ Special Notes and Comments REMOVE A 15" PALM AND A 12 " PALM IN THE EXTERIOR ZONE TO BE MITIGATED WITH. A 15" PALM ON SITE IN THE INTERIOR ZONE . Fee summary Charged Paid Credited Due -------------- --- -------- -- ------ ---- -- -------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL . . . E . , E ^~ � u`n r H CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION | FEB 12 2004 All applications must be submitted with seven (7) copies and received by 5:00 p.m. cp tMe ten (10) days prior to the scheduled meeting in order to be placed on the agenda. ----' INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED.6'0 Iden A145 APPLICANT NAM—Y ADDRESS TELEPHONE � 67. 1. 2. ' ADDRESS'^"� 7 �~/ " `- ^ / (IF LEGAL DESCRIPTION, LIST CLOSEST CROSS STREET) 3. REASON FOR PROPOSED TREE Rcmwv~^L: 4. HAS THIS SITE BEEN TO THE TREE BOAR[} BEFORE? YES NOTSURE 5. SITE PL/\N/TFlEESURVEY indicating: a. Existing and proposed structures. b. Location of uti|iteo and maamrnente as applicable. c. Looation, species and size of all trees with Diameter at Breast Height (O.B.H.) of six inches or more. d. Locabon, species and size of all trees to be removed should be clearly marked with an "X" e. Locadon, species and size of all trees to be panserved on-site for mitigation must be marked with brackets "[ ]" f. Lmootion, species and size of any proposed new replacement trees marked with a circle "O" g. Looabon, species and size of all trees to be preserved on-site with barricading at tree drip line noted. » 8. ON-SITE REQUIREMENTS: a. Barricading at tree drip line of all trees to be preserved. b. Address/legal description must be posted in m conspicuous manner on site. c. The property corners must be marked by stakes orpaint indicating the lot. d. All trees identified for removal MUST by marked on-site by NGEf\agging, paint ortape. e. All trees to be preserved on-site for mitigation MUST be marked with f!agQing, paint or tape. 8OOSeminole Road, Atlantic Beach, Florida 32233 Telephone(SU4) 247'58UO Fax (AO4) 247'5845 � �f4 7A. TREES REQUIRING MITIGATION - RESIDENTIAL PROPERTY 1. Interior zone trees requiring mitigation Any tree with a Diameter at Brest Height (DBH) of 20" or more 2. Exterior Zone trees requiring mitigation Any tree with a Diameter at Brest Height (DBH) of 6" or more 3. Champion trees Any tree so designated by the Florida Division of Forestry, Department of Agriculture 4. Exceptional Specimen trees Any tree so designated by the City Council INTERIOR AND EXTERIOR ZONE DEFINITION RESIDENTIAL PROPERTY Y EXTERIOR ZONE o Q OW m N o W - -- -=-_ = _ -_ - _ - _= -- E - _ - PROPERTY LIN -+��=��INTERIOR ZONE•��-��:.7.5' :--�--�-=_�_�.=��:�:�=_::-_:_-_�:��-:-_-::-::.•�_::_::.::.:-_-::-.�-:-::-: SIDE ----= = --- _- _- - - - _ _- SIDE -_ SETBACK - - - SETBACK AC K - - - Y Z Q O m N U- W SIDEWALK PUBLIC RIGHT OF WAY PUBLIC WORKS JURISDICTION PROTECTED TREES PUBLIC S T R E E T DBH 6" OR MORE 2 of 4 7B. TREES REQUIRING MITIGATION - COMMERCIAL PROPERTY 1 . Interior zone trees requiring mitigation Any tree with a Diameter at Breast Height (DBH) of 10" or more 2. Exterior Zone trees requiring mitigation Any tree with a Diameter at Breast Height (DBH) of 6" or more 3. Champion trees Any tree so designated by the Florida Division of Forestry, Department of Agriculture 4. Exceptional Specimen trees Any tree so designated by the City Council INTERIOR AND EXTERIOR ZONE DEFINITION COMMERCIAL PROPERTY Y , EXTERIOR ZONE oofQ ca C'4 NOf W PROPERTY LINE M -:.::-:_...... --_::-._:.:: 7.5' M=: :INTERIOR ZONE-= w 7.5' -_ - __ - - _-_ - -- - - SIDE SIDE - _-- — -- _ _ SETBACK - SETBACK Y O Z Q Ci O m N LL W U) SIDEWALK -.--- PUBLIC RIGHT OF WAY PUBLIC WORKS JURISDICTION PUBLIC STREET PROTECTED TREES DBH 6" OR MORE 3 of 4 8. LIST TRia S PROPOSED FOR REMOVAL: DIAMETER(*) OF TREES SPECIES INTERIOR ZONE** EXTERIOR ZONE** APPLICANT'S COMMENTS OFFICE USE ONLY 9. LIST TREES PROPOSED FOR MITIGATION.- DIAMETER ITIGATION:DIAMETER(* OF TREES SPECIES INTERIOR ZONE** EXTERIOR ZONE** APPLICANT'S COMMENTS OFFICE USE ONLY I I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF ATLANTIC BEACH. A licant's Sign re Dat 04ner's Signature Dat TreeConservatio oardChair Date `Diameter at Breast Height(D.B.H.),is measured at 4.5 feet above grade.To accurately determine diameter,measure the trunk circumference and divide by 3.14.Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. "Interior Zone: outside the 20 foot front/rear setbacks and the 7.5 feet side setbacks(see diagram on previous page). *'Exterior Zone: within the 20 foot frontirear setbacks and the 7.5 feet side setbacks(see diagram on previous page). 4 of 4 Rear Property Line- Existing Fence T1 L - ------------ ---- ------ --- ---- ----- -* 1 1 1 1 1 m 1 1 C; 1 1 _ Palms 1 � n i N C rus N OI , b W i Palo ro W 1 - Ct 1 `a r _7 " b 1 2r4r o 1 i N aimCei § 1 =13" 1 Palm Pam 1 >.....r ..................p_ �... ..... .....Palm f � _ ••1 May Be moved rs 1 Palm ,' r 2.4 ' 37 , • 1-71+ /�r • / • �To Be Removed •• 1 m (( • MINE1 11. d�q I It. C 1 m 1 Palm Palm t 1 W D=15- D=16- •' 1 W ' t To Be Removed I ' 1 C I 1 1 = -11 �aaPOSF, -1 New Structure ; a 0 I 0 L 7.5' 7.5' 1 d I Side Sethat k Side Setback 1 I / i t Palm 1 1 D=16-1 i ---=T� Palm / D=15- Existing Room 1 1 ,• To Be Removed To Be Torn Down 1 • Back Of Existing House ; • a 1 • 1 Tree Survey - 332 7th Street All Trees Have A Diameter Less Than 18 Inches r/z, 0 &)'F Minutes of Tree Conservation Board February 25,2004 Page 2 1. 463 Selva Lakes Circle: Building Official Ford stated that the only tree in this application requiring mitigation was a 8.5"bay which was located approximately 18.5 feet from the property line. He stated that the application indicated that the bay was diseased but at this time of year, it was hard to determine if it was diseased because it had no leaves on it. A motion was made by Board Member Permenter, seconded by Board Member Carroll, and unanimously carried to direct the Building Official to issue a permit for the removal of an 8.5" bay to be mitigated with 4.25" of hardwood to be planted on site or paid into the Tree Fund at $117 per inch. 3,_ �.� BiOlding Official Ford identified two trees to be removed that required mitigation, a 1'5"palm and a 12" palm. He stated that the application indicated that an 18" palm may be removed if they were not able to save the root structure. Building Official Ford informed the board that since the tree was located in the interior zone, if it were removed, it would not require mitigation. He stated that the applicant identified a 15" palm in the interior zone to use towards mitigation. A motion was made by Board Member Carroll, seconded by Board Member Permenter, and unanimously carried to direct the Building Official to issue a permit for the removal of a 15" palm and a 12" palm in the exterior zone to be mitigated with a 15" palm on site in the interior zone. 5. Old Business A. Tree Removal Application Form: Deferred to the next meeting. B. Draft Ordinance Regarding Protected Corridor: Building Official advised that the ordinance went in front of the Commission last Monday night and they approved it to come to the next meeting as an ordinance form for a first reading. He suggested that the board members attend the next Commission meeting. 6. Reports and Announcements Lot 1 together with the north 15 feet of Lot 2, Block 174 (Carnation and West Plaza): Building Official Ford stated that he issued the permit on this property because the last meeting was canceled due to a lack of a quorum. He stated that the Ordinance required that the Building Department issue a permit within 15 days of application. 19th Street Lot: Building Official Ford informed the board that Coppenbarger Homes was required to spend $4,500 for trees on the lot. He provided a copy of a bill from Landscape Management and Irrigation for$4,550. He stated that Landscape Management and Irrigation planted four 4" live oaks, two 4"laurel oaks and four 4" Fiver Birch trees. 7. Adiournment There being no other business or discussion,the meeting was adjourned at 8:20 p.m. Maureen Shaughnessy, Chair CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FI 32233 - Tel. (904) 247-5826 ROOFING PERMIT PERMIT INFORMATION LOCATION INFORMATION _ Permit Number: 24241 Address: 332 SEVENTH STREET Permit Type: RE-ROOF ATLANTIC BEACH, FL 32233 Class of Work: REPLACMT PERMIT Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): 8 Block: 13 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: 3,500.00 OWNER INFORMATION__ Date Issued: 6/11/2002 Name: AGEE Total Fees: 45.00 Address: 332 7TH STREET Amount Paid: 45.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/11/2002 . . ---- #oqe: (000)000-0000 Work Desc: REROOF CONTRACTORS " APrfLICATION FEES - T 45.00 SHORE ROOFING 'tit' ' k . or eiamfied jj +K NOTICE - I PECTION`Sj � T BE REQUESTED AT LEAST 24 HOURS PRfOR TO IN PECTION t BUILDING MATERIAL,4(RUBBISH ANb DEBRIS FROM THIS WORK MUST NOT BLACED IN PBLIC SPACE, AND MUST BE CLEARED UP AND HAULED "Y BY EITHER CONTRACTOR O NER "FAILURE TO COMPLY AT14 C„ NST N;j__AW OA" LT IN THE SU .D IN PR V MEN PROPERTY OWNER PAYIN IF ORSISSUED ACCORDING TO APPROVED PCH ARE `PA"fT OF ERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF Oper: DSHITH Type: OC Drawer: 1 Date: 6/11/62 61 Receipt no: 63943 14 PERMITS-BBILDING 1 $45.66 66166OW1666 _ 332 SEVENTH STREET OF ATLANT C BEAC CC CEM 7751 $45.66 raw dale- 6JRIM Tna_ 12:4:46 RECEIVED s� JUN 1 0 '%A!1? s .a City of Atlantic Beach Bullding and Zoning City of Atlantic Beach • 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • FAX (904) 247-5805 • http://www/ci.atlantic-beach.fl.us APPROVED CITY OF ATLANTIC BEACH PERMIT APPLICATION FOR ROOF I'd' OFFICE JUN 112002 JOB LOCATION 332 -7---C'+ T OWNER OF PROPERTYC PHONE# y 7 3! SJ'vy, �Zy! 0 y CONTRACTOR CONTRACTOR ADDRESS "£(4f ZIP �'��J CONTRACTORS LICENSE NO. CCC_CG X4.911 PHONE# 96-q _qJ4! y Z SCOPE OF WORK N2-mv— DECK SLOPE 14 ' 13--GREATER THAN 2 : 12 ✓ LESS THAN 2 : 12 ACTUAL VALUATION OF WORK $ 3 MATERIAL TO BE USED 30 ASTM DESIGNATION L 3 f I C'2 Iry RAC '50 REQUIRED INSPECTIONS SHEATHING FINAL LIBILTTY INSURANCE POLICY SUPPLIED ✓YES NO WORKERS COMP. POLICY SUPPLIED YES NO CONTRACTOR LICENSE SUPPLIED `� YES NO OCCUPATIONAL LICENSE SUPPLIED ✓ YES l NO SIGNATURE OF OWNER J SIGNATURE OF CONTRACTOR 114,V�� SWORN TO&SUBSCRIBED BEFORE ME THIS DAY OF 200 Z AS TO OWNER NOTA , PAk i 5-MINS RETURN Hook 1052B Page 1282 PHONE# ��I"`" 1 ✓b rLL 1977 LAWS RAMCO FORM 409 FS 713.13 N o't.Gei of C (Prepare in Duplicate), To wtiom if may concern. The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. t 6- ';k S —�0--q f, h-t(4-1Ml c, -lt t 3 PA-,Cc K & Description of property . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G.I. . . . . . . . . . . . ��€�i ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . General description of improvements . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . I . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v� Owner JR�I+t�S M Address . . . . . 3 ,. . `'`. . . 1 (. . . . :.TN. .. . . . , . . .hEE . . .... : :3. .z. .'. . . . . . . . . . . . . . . . Owncr's interest in site of the improvement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fee Simple Title holder(if other than owner) Name . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . H. G.� . . . . . . . . Contractor . . t�G 1 W G ' r Address . . . . 1►. . `7TN. . . .. . . . . . . . � 4 x. . . . t. I .�`. �� . . . . . . . . . . . . . . . . . . . Surety(if any) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Amount of Bond 5. . . . . . . . . . . . . . . . . . . Any person making a loan for the construction improvements: ' Name . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . I . . . . . . . . . . Person within the State of Florida designated by owner upon whom notices or other documents may be served: Name . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(h), Florida Statues. (Fill in at Owner's option). Name . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Tlus space for recorder's use only Owner Sworn to and subscribed before me this day of 20 .0. . �^. . . . . . . .^A. . . .j CITY OF ATLANTIC BEACH • ..- MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 2475877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23281 Address: 332 SEVENTH STREET Permit Type: MECHANICAL ' ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: L Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 1/08/2002 Name: AGEE Total Fees: 41.00 Address: 332 7TH STREET Amount Paid: 41.00 ATLANTIC BEACH, FL 32233 Date Paid: 1/08/2002 _ 000 000-0000 Work Desc: REPLACE HVAC `' CONTRACTORS - = CATION FEES ARLINGTON AIR CONDITION - 1.00 IF 4 � z xr . ECTION NOTICE - t BUILDING MATERIAL, FROM FT_.;Must NUT _ 1. UBLIC SPACE, AND MUST BE CLEARED UP - TSAR O "FAILURE TO COMPLY LT IN THE PROPERTY OWNER PAYIN ISSUED ACCORDING TO APPROVED PLA z I ERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS $41.0014 ATLANTIC BEACH BUILDING DEPT. Date: 1/88/82 81 Receipt: 81324937 rHFrKS ----I 88188883221888 w BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC M",,,./LOgtaA 7x j�a APPLICATION FOR MECHANICAL PERMIT CALL•{N NUMBER IMPORTANT—Applicant to complete all items in sections I, 11, III, and IV. I. LOCATION St..I Add'.— `f OF GIv..•flnq Slr..lu 1•f...n - WILDING Awd Srb-dl•idow If. IDENTIFICATION —To be completed by all applicants, iw cen.id.r./iaw ( P.—it q;..e /w doi,q ph, .erY .r d•rcdb.d : 14-.6-. i1A c fh• .II•ciVd pl•m wd �p.e;fka rtom .6; h , . parr h.r.al .,d in16. r wr•. b pvf.rm uld.wY In ccord•,<. of ga.d.ppcNc. lid.d thu.in• �� .<crd .:16 C;ly -41...nr and rt—jd d, N•,w• .l 61•ch.nl•,I Gwtr•d.r Ilriwfl , C.wM.<}.n N•�w. •( M•.t•r ►n p.Ay O.•w Sig—f-n .(a..., Q w AYthwiLd Aq..f Sigw.lrn •! A•.bil.ef •r E,glnur . I11. GENSI AL INFORM ON A. . TTP`Of h.•tiwq(r.{: Ej fes. Elwciriw 1!OTHFA CONSTRUCTION iE1 0 I ON THIS eUILO1MG an SITEI `( • C26.•—'C3. LF C2N-1-1Q' Gntr•t Utility ❑ ON IF YES, GIVE MUhISEA OF CONSTRUCTION ❑ OM.r Sp.d(y PERMIT IV. -Ci AMCAL RQUIP HT TO tl{ INSTwLtEo NATURE OF WORK V-14.c.erp{.l.list.(corepow.wk.w bwel of this 6-1 � j Ifd- fieelOsntiwi or C3Cammerclal 1d' Nial ❑ Sp— 13Rwewwd E3�G.rygl 0 Poor ❑ NOW 9ulldinq t}� Ni GwdAlawfwq; ❑ 5'IEalallnq SulldInq ❑ Orct ST'IMw' Mafwri`L_� Thkjw..� aplacamanl of wwlallnq ayalam M•a{n.ww cap.dty ❑ New Inalailatlon(No ayslam provloualy Installed) ❑ RaG .rN.. ❑ Extanalon at add-on to existing system Q Coeltwq te.... Gp.dly ❑ other—specify 9•P+"• ❑ An Trlwble.'r Nr.wbw .( hwd• . ❑ E;".w, QM•wlih ❑ E•rel.lo� - • (wrwrbw) ❑.a..sNwe prw..� (wrrwbo.) This SPACE.blt O"4c;4 USE ONLr . C3LING R.n�as (wwwbw) 13Uallnd prm— ❑ Mq.n P-3 Appra..d by_ pass _ ❑ 0*——Specify y.nwil F.. LINT ALL EQUIPMENT / A= CONDITIONING AND AFMC;ERATION EQUD'}IENT • NlmtberUalta DeeorlptJas Model NumberC�y.� '�L . ]taas�adurer (#vr,�r ,��7 Af HEATING . FURNACES, BOit ens. F[AXnACzS Cp�� Nmbee erUntie Darlpllae I[.4wNumb.r YaautsraCtr4 (=I, At14 1, V 0Q TANKS flew Year NOOLUMLI Dtmsodneab Zyya Liquid Coata,Us.d Ham's of Serial Appcov{a� 34�Saaha.r No. {�7 i I .. 8690 ti„ • EPARTMEN T OF BUILDING PERMIT NO. D CITY OF ATLANTIC BEACH.FLORIDA I PERMIT TO BUILD T i THIS PERMIT MUST BE POSTED ON JOB 19_- _ SO 0690 ala 15OdCA 5 Date / 5/8 A Fee$ 10.00 360C Valuation$ I rmit not valid until above fee has been paid to City Treasures,and u This Pe applicable provisions of law. I subject to revocation for violation of certify that Lawrence Williams �I This is to I i has permission to u Zone I R d Classification I Sro Owned by J Block— ,I Lot 332 Seventh Street House No. laps which are part of this permit FORMS roved p NOTICE—ALL CONI,CiIUSTE BE IN- I According to app AND FOOTINGS SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS ISSUE AFTER DATE OF p Building material,rubbish and debris work must not be placed from this and Must be cleared /�' in public space,auled away Y b either con- up an I cta r owier.. u din g official. �I I CONTRACTO PERMIT DATE FOR OFFICE NUMBER iUSE ONLY PLUMBING �I ELECTRICAL SEWER WATER I _ �r 14'.,1. FEE $10.00 APPLICATION FOR 6)ELL PERMIT �!I ! CITY OF ATLANTIC:BEACEi, i 1 'PROPERTY OWNER.. Name: Day Phone . Address c 2, �!/��lG c Zip 1��••��" . APPLICANT 'IF UMM THAN OWNER f .Name( Phonez l ,r'l'�►� �� ' Addres s s i S 7� f/�tiG6 Zip JOB Id :14 :;:' Address or Location: + Legal Description well to be used for drinking purposes? i2 ; Any Person, individual, corporation or other entity receiving a permit as ! Provided in Section 22-40-of the Atlantic Beach. Code, and who plans to use j. water from the permitted well for drinking ;,;_'� bacteriological test report from the StatofFloridaHealtses, must fh�Depar ttain o +, furnishing a certified copy thereof to the buil department '1�Atlantic Beach, A certificate of occupancy will not e issued until said o£ 1 r r report is on file with the buil Y' ding department. • , .Department Notes: 'ti 1 i'i��t 1 ` � t� 1 r`•I� ff! till • ,.•' ' 1 .,: 1 1111� �! -f •f ' '1 Y' - I � ''1. .F fl- 1'' 1 ! �i,1fr i �,�, •: ! Y t � C Ili ` + iif 'jhlI agree to comply with regulationstated s r 1 t !herein: ',.1 :' c ture r Date 1 �� ,; k I 'DEPARTMENT OF BUILDING 7890 • CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO.__ PERMIT TO BUILD 10 on T ! THIS PERMIT MUST BE POSTED ON JOB 10 6187 1 A 70/07/8 Date July 7 , 19 867990 •00CR I 6167 1 A 7/07/n Valuation$ Fee$ 10.00 1000 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. i This is to certify that JAMES MARTIN AGEE 332 7th Street has permission to build Fence along back and sides ;up to 6' Classification residenital Zone Owned by James Martin Agee Lot 13 Block 8n S/D A House No. S��rxnrru According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS ,t AFTER DATE OF ISSUE ri O Building material, rubbish and debris zi from this work must not be placed I in public space, and must be cleared up and.hauled away by either con- traor r owngr. ng Official. i FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER 1 PLUMBING ELECTRICAL - SEWER WATER •moi r,{. '. FEE $10.00 APPLICATION FOR FENCE PERMIT CITY OF ATLANTIC BEACH PROPERTY OWNER Name: JA /"AQ-T/n Day Phone �3�-oZOa d Address: Zia 7 'd Ky �/qh�«. �, Zip Code 3aa33 APPLICANT, _ IF OTHER THAN OWNER Name: Day Phone Address: Zip Code JOB INFORMATION Address or Location: Lot 3 , Block Subdivision , A APPLICATION MUST INCLUDE SITE PLAN SHOWING PLACEMENT OFFENCE p1 ,pR0vED CITY OF ATLANTIC BEACH BUILDING UL 7 1986 By FENCE REGULATIONS CITY OF ATLANTIC BEACH, FLORIDA No owner , occupant or other person shall erect , keep or maintain in existance any fence, wall or structure between the front property line and the front building setback line exceeding four feet in height. In the area between the front building setback line and the rear property line, no fence or wall shall exceed six feet in height . (Front yards of corner lots are not determined by address . The exterior lot line of the narrowest side of the lot abutting the street is considered the front yard. The exterior lot line of the longest side of the lot abutting the street is considered a side yard. ) No owner, occupant or other person shall erect , keep or maintain in existance any fence , wall or structure exceeding four feet in height , nor plant keep or maintain any hedge bush or shrubbery exceeding three feet in height upon real property within a distance of 25 feet from the point where the right of way of any road or street intersects the right of way of another road or street . APPROVED CITY OF ATU N'IC 97AC11 BUILDING OFFICE JUL 7 1983 By r , f W 41 41 W a a� U 14--4-4 I I N I r4 1 bD•r4 10, r4 Irr4 a b -0 -k4 v I r-4 U .0 I•r-I ct1 Q) 4-J 1 U•rl I PQ 4-J r4 F I N N p I 4-1 Cn 44 N I r-4 P4 I o � w H 1 E4 I U) � N I N � 1 .I..1 •r-I I 4-1 a U a-1 U N R+ N 4J I 4a 12'4 N -W I O U •r4 I — �4 4 I P-1 4 44 (1) I 41 R., I 0 0 � 1 � I W auz7 igzado.zd apzS bX En Ln o c� Z��2IZS N 4J -W U U 44 CITO V E y TLtBU,LD,NGOFFI6 -W bj0 0 4-4 •r-I UL 7 19nox BI I t 1 i MAP SHOWING SURVEY OF OT 13 , BLOCK 8 , PLAT NO. 1 SUBDIVISION "A" ATLANTIC BEACH AS RECOD N PLAT BOOK 5 , PAGE 69 OF THE CURRENT.' PUBLIC RECORDS OF DUVAL COURTI, 'LORIDA. I `r 7+h STR.ffT' 40' R/w 51 .0' .300.0:-- _ _,o / ABV Y P o C, ' i 1.4 h s RfS. 352 mor /` m i Sa2We u6p Rano APPROVED AAAp ,�- CITY OF ATLANTtr, REAC:I BUILDING OFFICE - -" 7 1965 1 z o T g,' for LDia I �� I I NOTES A/0 B R.L. AS P,ER R1AT IM �e�1{ `L ,ter V 1 ^1 N m x 0 3 TI U, I I-- -K� IT00 Ti TF -I APPROVED 6Y �` CITY OF ATLANTIC BFAC,'I BUILDING OFFICE L 71°83 Ey CITY O/F ; U. A- Office of Building Official REQUEST FOR INSPECTION Date Permit No. ©� ��-- Time .�/ A.M. Received // !O� P.M. r Job Address Locality Owner's Contractor �� Name CONCRETE ICA PLUMBING MECHANICAL BUILDING Rough Wiring ❑ Rough [i Air Cond. & Framing C Footing G C Heating Re Roofing f-, Slab ❑ Temp Pole F1Top Place C Top Out g Final O Sewer Insulation C Lintel 11 Final Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday —P.M �M A.M. P.M., Inspection Made Final Inspection C Inspector Certificate of Occupancy C Date DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN !LADE AND ARE SATISFACTORY: -------------------------------- -- ------------------------------------------------- --- ------------------------------------------------- i --- ------------------------------------------------- i ----- ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, C r BUILDING INSPECTION DIVISION cc:FILE PSR-3844 9017 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION — -- LOCATION INFORMATION Permit- Number : 9017 Address : 312 yEVENTH STREET Permit Type: PLUMBING ATLANTIC BEACH , FL1,-)RIDR 171ass of Work: REPAIR ---- --- - --- LEGAL DESCRIPTION -onstr . TYpe , WOOD FRAME Lot , Block: Section: Proposed Use: SINGLE FAM IL Township : RNG, Dwellings : I Cade ; Subdivision: value: .'est SO 0! Total X 2 5 52)5 INF ORMAT I ON APPLI -`ATTON FEES PERMIT 111'-", ',T1.5LPVENTH 43TREET I M F AC, FEE, A0 A;T,rl 1 F L 0 1 3 S IFEE mkIi A-1 WA TAP . . .... RADON GAS-H . R . S . i'6 TRA(74TOlt'-JNFORMATTON RADON ,-'RB 5% Pj,UMRTN,_1 .0 CAPITAL IMPROVE SEWER TAP C'R,)S S 03 N N E,-`T 10 N SEC H IMPACT FEE CONST SUR`-*1fARGE ....... Za NOTES: NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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. 0000000(K) 00*(K)0000 $25.00 14 ATLANTIC BEACH BUILDING DEPARTMENT Date: 3/31/94 01 Rqpt; 007760',- /I CHECKS 4536 By: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION : j,12_J.Z___- ,'-4/ fir---- --------------------------- OWNER OF PROPERTY: aG BUILDING CONTRACTOR: PLUMBING CONTRACTOR ____� -z-7 AND ADDRESS: ----------------------- j,1 NUMBER: STATE LICENSE NO: TYPE OF BUILDING: ----- ------------------- ------------SINKS _____________SHOWERS ------------LAVATORY -------------WATER HEATERS ------------BATH TUBS ____DISHWASHERS ------------URINALS _____________DISPOSALS ------------CLOSETS ____WASHING MACHINE ------------FLOOR DRAINS -------------SHOWER PANS OTHER TOTAL FIXTURE COUNT:.......... x $3. 50 + $15. 00 = 5 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 INSPECT10NE - (904) 247-5826 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. A, I. -Z-� T .rte LOCATION Street Address: 3� 9, OF Intersecting Streets: Between And BUILDING Sub-division II. IDENTIFICATION — To be completed by all applicants fn consideration of permit given for doing the work as described in the abcve statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the Cit f Jacksonville ordinances and standards of good practice listed therein. � � Contraactors Name of Mechanical Contractor (Print) myf I' A Master ' — Name of M Property Owner _ Signature of Signature of Owner Architect or Engineer or /authorized Agent III. GENERAL INFORMATION e. A, Type of heating fuel: IS OTHER CONSTRUCTION BEING DONE ON XTHIS BUILDING OR SITE? A- 0Electric ❑ es—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify IV. M CHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on beck of this form) Residential or ❑ Commercial Recessed (-. 0 entral O Floor ❑ New Building Heat ❑ Space ❑ _ Existing Building Air Conditioning: ❑ Room PCCentr ❑ S Thicbsess Replacement of existing system Duct System: Materia ❑ New installation(No system previously installed) Maximum capacity c.f.m. ❑ Extension or add-on to existing systa�— ❑ Refrigeration ❑ Other — Specify fA�-"ti Zi 7 i" ❑ Cooling tower: Capacity g.p.m. ❑ Fire sprinklers: Number of head ❑ Elevator Q Monlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps —(number) (Received) ❑ Tanks (number) Remarks ❑ LPG containeK —(number) ❑ Unfired pressure vessel Permit /approved by ate ❑ toilers Permit Fe• ❑ Other — Specify LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT ty Appr-- Number Units Description Xoriel Number manufacturer A ) _ 3 _ g h� DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH.FLORIDA PERMIT NO. 8618 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 4Pe111, T Date_ April 27 19 87 42scOCRT Valuation$ 6492 1 A 4/27/9 Fee$ 42.00 88519 •OC1CA This permit not valid until above fee has been paid to City Treasurer,and is 6492 1 A 4/27/R subject to revocation for violation of applicable provisions of law. I Orin I This is to certify that_Huxham Heat/Air i has permission to n 21 1 heat r Classification_ Residential Zone Owned by IMXXXXX Agee Lot_ Block S/D House No. 332 Seventh Street s According to approved plans which are part of this permit I NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. i PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE —� --� a Building material, rubbish and debris I from this work must not be placed in public space, and must be cleared = up-1 hauled away by either con- tractor o er, Building Official. I FOR OFFICE PERMIT USE ONLY NUMBER DATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER ti FOR OFFICE USE ONLY Date------------------------------------19 ..--- I 9 . -- I Permit �# Fee$........................ CITY OF ATLANTIC BEACH Valuation $...................................................... FLORIDAHouse #.......................................................... -------------•---............---------------•--•••-••...--•••-•••.......... APPLICATION FOR BUILDING PERMIT ........................................................................... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. 9 �..................Date- .- ...--.........- .......... 19.7--..--- ------ elephone Owner........6Q --------•----•..............Address- ..... Architect-. ' /f.............................Address.��.� �p�------N t-... Telephone Net _----------- cc�J/ �� ' dv t S elf C 174'2 Contractor Builder..�� /«;---f,2!� , .................---.Address.a/ /Vl�.. //-- -------------Telephone No-:--- - --- Lot No. Block No.----- o - ---.-Sub Division----- 17L �/-7/-�--- v Zone Silt/Y........................Street- 7�...'Side Between----.- ------------ OQ ---------------------Ste. Valuation $.�.Q6.d--------------For what purpose will building be used..- Lp-F�✓'T1�9 ---.-Type of construction- -- Dimensions of Building5-- ----------Dimensions of Lot.._-cG�- tY.-"f �-•------" -Size of Footings o X-�l�----- Size of Piers.!-4(-_ _- -----Size of Sills---. .. -��......---.....Greatest Sill Span m ft.-_..1.----------------Type Roof--------.............................. How will Building be Heated?..---j zc-:wC .................................Will Building be on Solid or Filled Ground?........`��D.-------... �iQt�s f/� Distance on Centers--_._J _ Greatest Span... 3:r..............•-.-_•---•- " Size of Ceiling Joists ----•-..... , Size of Floor Joists_-- lY _ ,Distance on Centers.-......1. ..--_..... Greatest Span............ ............................• �//Lt- £" ___ , Greatest Span--------3'S----------------•------------ Size of Rafters----------------- fJ"-- .....---• Distance on Centers__.... ..........•-.-.........__.._._..-, This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans ane specifications shall \ be submitted with application. O Inspections required. 1. When steel is in place and ready to pour footing. 77}` z 2. When steel is in place and ready to pour columns and/or lintel. Z a a 3. When steel is in place and ready to pour beam. Epo 4. When framing is completed. a 5. When rough plumbing is completed,and ready to cover up. G7 W 6. When septic tank drain field or sewer is laid but before it is covered. A rnA M 7. Electrical inspection by City of Jacksonville. S. Final inspection. Note: In case of any rejection,re-mspection MUST be called for after M corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of ntic$each. (� Signature of Builder. � ... Address._. ....... /�di✓. .../..r.- L.c.a..�. C �? Q`Q.............. Address.-- ....... Signature of Owner. ................. MAP SHOWING SURVEY OF MLot 13, Block 8, Atlantic Beach, as recorded in plat Book 59 page b9, of the current public records of Duval County, Florida. for: FREO�4'!Gk f. F. !10 Y K. L 6w 5 7 rrr 5 7w,5,e T il�d?p v rFlts%I dw A I t I i 4 i jouVld r2�rdn._�' 4 GNA/N L/Nf< � FENGE TO L1NE. ` O I V IVO7re. .4EGNE:--XED c/UGY /, X97! TD f3,rZtNC 51J.QVE Y GI.��TCs-D•4TE r4/.,q. I>L/,E'�Erii 55DG/A Tc`S, /r✓C